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Permit D17-0213 - PACIFIC ENGINEERING - REROOF
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D17-0213 PACIFIC ENGINEERING 1544553 RD AVE S RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Pae # Code Exem floe , Bdef x lanat6 Descd floe', statute/Rulle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 31 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) 7a & c apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of Attorney -Client Privilege — obtaining or providing legal advice exempt from RCW DR4 RCW 5.60.060(2)(a); RCW disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); 42.56.070(1) which protects attorney-client privileged RCW communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. PACIFIC ENGINEERING 15445 53 AVE S D17-0213 Parcel No: Address: 0 City of Tukwila 0 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 1157200035 Permit Number: 15445 53RD AVE S BLDG Project Name: PACIFIC ENGINEERING Issue Date: Permit Expires On: D17-0213 8/10/2017 2/6/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: QESTAR THREE L L C PO BOX 24060 , FEDERAL WAY, WA, 98093 CAM ILO ZAMBRANO 1016 INDUSTRY DR , TUKWILA, WA, 98188 EDCA INC 1016 INDUSTRY DR , TUKWILA, WA, 98188-4801 EDCAI**126RT QESTAR THREE L L C PO BOX 24060, FEDERAL WAY, WA, 98093 Phone: (206) 762-7294 Phone: Expiration Date: DESCRIPTION OF WORK: REMOVE AND DISPOSE EXISTING CONCRETE ROOF TILE. REPLACE WITH SIMILAR Project Valuation: $55,535.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,125.67 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 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: JL Date: '3 '` (0-'1 7 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. Signature: CCA_w,.,,l C&_. %"" -Z, Cv.,i"0 Date: ©.-/ 0/) Print Name: CAM ; C a 2917.../ 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: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 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** 0103 PRE-REROOF CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 4 Building Permit No. irl"D' Project No. Date Application Accepted: Date Application Expires: 1/ 1'1 (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 Site Address: 15445 53rd Ave S Tukwila WA 98188 . Tenant Name: -Greg-13401w'" TA King Co Assessor's Tax No.: Suite Number: New Tenant: PROPERTY OWNER Name: Camilo Zambrano Name: Qestar Three LLC Address: 1016 Industry Drive Address: 15445 53rd Ave S City: Tukwila State: WA City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication - Name: Camilo Zambrano Address: 1016 Industry Drive Address: 1016 Industry Drive Phone: (206) 762-7294 Fax: City: Tukwila State: WA Zip: 98188. Phone: (206) 762-7294 Fax: Email: camilo@edcaroofing.com GENERAL CONTRACTOR INFORMATION Company Name: Edca Inc. Address: 1016 Industry Drive City: Tukwila State: WA Zip: 98188 Phone: (206) 762-7294 Fax: Contr Reg No.: edcai**126rt Exp Date: 01/06/2019 Tukwila Business License No.: BUS -0997570 H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bit 1157200035 Floor: ❑ Yes ❑ .. No ARCHITECT OF RECORD Name: in co-- Tfi, re'e L;(: C Address: )51-i 5 y s S 3 e� `Ave SI Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: in co-- Tfi, re'e L;(: C Address: )51-i 5 y s S 3 e� `Ave SI 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: in co-- Tfi, re'e L;(: C Address: )51-i 5 y s S 3 e� `Ave SI City: 7O r 1 I ` CA State: W A )Zip: ty N K Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 55,535 Describe the scope of work (please provide detailed information): Remove and dispose existing concrete roof tile. Replace with similar. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 1,610,700 V.. 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: ❑ 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:\Applications\Forms-Applications On Line \201 I Applications \Permit Application Revised - 8-9-1 I.docx Rcviscd: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` 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: ❑ 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:\Applications\Forms-Applications On Line \201 I Applications \Permit Application Revised - 8-9-1 I.docx Rcviscd: August 2011 bh Page 2 of 4 PERMIT APPLICATIONNOTES - 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Co(_yv�7-ca./NJ* C`kf`G. Date: 08/08/2017 Print Name: Camilo Zambrano Day Telephone: (206) 972-1816 Mailing Address: 1016 Industry Drive Tukwila WA 98188 H:Wpplications\Forms-Applications On Linc\201 I Applications \Pcrmit Application Rcviscd - 8.9.11.docx Rcviscd: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PermitTRAK PAID $1,125.67 D17-0213 Address: 15445 53RD AVE S BLDG Apn: 1157200035 $1,125.67 DEVELOPMENT $1,072.28 PERMIT FEE R000.322.100.00.00 0.00 $1,067.78 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $53.39 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12099 R000.322.900.04.00 0.00 $53.39 $1,125.67 Date Paid: Thursday, August 10, 2017 Paid By: EDCA INC Pay Method: CHECK 14820 Printed: Thursday, August 10, 2017 3:30 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit biz -0213 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3676 Permit Inspection Request Line (206) 438-9350 Pr Act: ,� / /, Va t C 6i X -%Ai 110/✓ l-- Tyke of Inspection: U) LDi!I6- /A.44/ Address: 15-i/y s— 53 iC Ave S Date Called: Special Instructions: Date W d: b- %7 a.m. Request r: Phone No: ?e 972_. ) )c' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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 0243. Pr ct: tFACMC , V Tof Inspection: Addres�s:/ /SI63 n� AiS Date Called: Special Instructions: Date Wa ' / /7 P'iTr Requeste : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: vfC - ,&-duApor Inspector: Date: 7 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. SCC Mutated CBPlS Accr6aK6 CCN m, �1-7-az, 3 EVALUATION c-7:4? SERVICE fi (800) Re 423-6587 ort (562) 699-0543 www.icc-es.org Most Widely Accepted report and MR - is subject to Trusted 164 Reissued 08/2016 renewal 08/2017. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 32 16—CONCRETE ROOF TILES REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 EVALUATION SUBJECT: RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA -IMPACT, CAPRI, CEDARLITE 600, ESPANA/BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY-SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE, SAXONY SPLIT SLATE, SAXONY-IMPACT, SAXONY 900 -IMPACT, SPANISH "S", SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900 -IMPACT ICC ICC ICC PMG MED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" Malt_ sir A Subsidiary of CODE ouNC1I ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. "si Aeasdlteo AoW„„ PRODUCT e *SO) �SICC EVACELUATION SERVI Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR -1647 Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boralamerica.com EVALUATION SUBJECT,:' 0 CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BkkCELONA;JMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY:600, .SAXONY; 700, SAXONY 900, SAXONY- SHAKE, SAXONY-SLATE, SAXONY-COUNTRY SLATE, SAXONY-SPLIT SHAKE, SAXONY SPLIT SLATE, SAXONY-IMPACT, SAXONY 900 -IMPACT, SPANISH "S", SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900 -IMPACT 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: • 2015, 2012, 2009 and 2006 International Building Code® (IBC) • 2015, 2012 2009 and 2006 International Residential Code® (IRC) • 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated: • Fire classification • Weather resistance • Wind -uplift resistance 1.2 Evaluation to the following green code: • 2013 California Green Building Standards Code (CALGreen), Title 24, Part 11 Attributes verified: . ■ See Section 2.0 2.0 USES The Boral Roofing concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with Section 1505.2 of the IBC and Section R902.1 of the IRC. The attributes of the roof tiles have been verified as conforming to the provisions of CALGreen Section A5.406.1.2 for reduced maintenance. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project - specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.0 DESCRIPTION 3.1 Interlocking Concrete Roof Tiles: These roof tiles are extruded interlock concrete roof tiles that comply with ASTM C1492 and having interlocking ribs on the longitudinal edges of the tiles to restrict lateral movement and provide a water stop. All roof tiles are designed with anchor lugs except for the Cedarlite and Madera profiles. Mineral coloring oxides are either applied to the exposed surface in a cementitious material or mixed integrally with the tile mix to produce a through -colored product. All roof tiles are cured to reach required strength before shipment. Product designations, dimensions and installed dry weights are indicated in Table 1 of this report. Roof tile profiles are illustrated in Figure 1. 3.2 Concrete Roof Tiles: Spanish "S" roof tiles are extruded concrete roof tiles that comply with ASTM C1492. The roof tile is manufactured in the same manner as the roof tiles described in Section 3.1, except the tile is non- interlocking. The roof tile is designed without anchor lugs. The product designation, dimensions and installed dry weight are indicated in Table 1. See Figure 1 for an illustration of the tile. 4.0 INSTALLATION 4.1 General Installation of the Boral Roofing roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), dated March 2010, except as otherwise noted in this report. In case of a conflict between the installation manual and this report, this report governs. This report and the TRI/WSRCA installation manual ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other maser in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. CC ANSI aoEmmmc Page 1 of 15 ESR -1647 1 Most Widely Accepted and Trusted Page 2 of 15 must be available at the jobsite at all times during installation. The roof tiles must be installed on a minimum roof slope of 21/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles and proper fit and appearance. All cracked and broken roof tiles must be replaced. 4.2 Adhesive Set Systems: The Boral Roofing roof tiles may be installed with roof tile adhesives that are recognized in a current ICC -ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturer's ICC -ES evaluation report. 4.3 Mortar Set Systems: Except for the Villa 600, Barcelona 600, Saxony 600, Cedarlite 600 and Madera tiles, the Boral Roofing roof tiles may be installed with mortars that are recognized in a current ICC -ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these mortar set systems must be in accordance with the mortar manufacturer's ICC -ES evaluation report. 4.4 Wind Resistance: 4.4.1 Cedarlite 600, Madera 900 and Madera 700: 4.4.1.1 2015 IBC, 2015 IRC and 2012 IBC: Installation of these tiles is limited to the prescriptive parameters of IBC Table 1507.3.7 and IRC Section R905.3.7, as applicable, for ultimate design wind speeds (V„ It) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less under the IBC and 40 feet (12 192 mm) or less under the IRC. As an alternative, on minimum 7/16 -inch -thick (11.1 mm) oriented strand board or minimum 15/32 -inch -thick (11.9 mm) plywood, a single corrosion -resistant, buglehead wood screw, in the center fastener hole, may be used in lieu of the two nails required for roof slopes of 3:12 and over. The screw must be of sufficient length to penetrate through the deck a minimum of 3/4 inch (19.1 mm). The buglehead screw must have a shank diameter of 0.138 inch (3.5 mm) and a head diameter of 0.328 inch (8.3 mm). The tile may be installed with battens. Battens installed must be nominally 1 -inch -by -3 -inch wood. Each tile must be fastened to the batten with a single corrosion - resistant, buglehead wood screw in the center fastener hole. The screw must penetrate the batten a minimum of 3/4 inch (19.1 mm) but must not penetrate the underlayment. The top edge of the tile is aligned with the top of the batten. 4.4.1.2 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: Installation of these tiles is limited to the prescriptive parameters of IBC Table 1507.3.7 and IRC Section R905.3.7, as applicable, for basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less under the IBC and 40 feet (12 192 mm) or less under the IRC. See Section 4.4.1.1 for fastening of sheathing with single screw in lieu of two nails for roof slopes of 3:12 and over. Also, see Section 4.4.1.1 for tile installation on battens. 4.4.2 All Other Tiles Except Cedarlite 600, Madera 900 and Madera 700: 4.4.2.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate design wind speeds (Vuit) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less under the IBC and mean roof heights of 40 ft (12 192 mm) or less under the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table 1507.3.7 or IRC Section R905.3.7, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Appendix A of this report, Design Considerations for High Wind Applications Under the 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7- 10) [hereinafter referred to as Appendix A]. 4.4.2.2 2012 IRC: For basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12 192 mm) or less, tiles must be installed in accordance with the prescriptive parameters of IRC Section R905.3.7. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Appendix A of this report. 4.4.2.3 2009 IBC, 2009 IRC, 2006 IBC and 2006 IRC: For basic wind speeds (3 -second gust) of 100 mph (161 km/h) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC or 40 feet (12 192 mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table 1507.3.7 or IRC Section R905.3.7, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment in accordance with the section on Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual, dated March 2010. The generic required aerodynamic uplift moment, determined in accordance with Tables 5A through 6D of the TRI/WSRCA installation manual, must be multiplied by the tile factor ratio in Table 2 to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 7A of the TRI/WSRCA installation manual, must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. 4.5 Fire Classification: When installed in accordance with this report, the Boral Roofing concrete roof tiles are Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR -1709. 5.0 CONDITIONS OF USE The Boral Roofing extruded concrete roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The roof tiles must be installed in accordance with this report, the applicable code and the TRI/WSRCA installation manual, dated March 2010. In case of a conflict between the installation manual and this report, this report must govern. 5.2 The roof decking and roof framing system must be designed for the appropriate Toads determined in accordance with the applicable code. 5.3 The Boral Roofing concrete roof tiles are produced at the manufacturing facilities specified in Table 1 ESR -1647 1 Most Widely Accepted and Trusted under a quality control program with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated February 2012 (editorially revised April 2015). 7.0 IDENTIFICATION The underside of each field tile, except for Cedarlite 600, Madera 700 and Madera 900 tiles, is imprinted with the Page 3 of 15 MonierLifetile or Boral Roofing logo (Figure 2) or the name MonierLifetile, Boral, Boral Lifetile or Vostile. Cedarlite 600, Madera 700 and Madera 900 tiles have an "M" imprinted on the top side of each tile. Each shipping pallet must have a label bearing the Boral Roofing name; the tile designation; manufacturing location and address; color; SAP number; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR -1647). TABLE 1 -TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION INSTALLED DRY WEIGHT (psf) DIMENSIONS2 (in.) MANUFACTURING FACILITY LENGTH WIDTH Atlantis - Slate 10.4 161/8 101/8 Pompano Atlantis - Textured 10.4 161/8 101/8 Pompano Barcelona 900 9.5 17 13 Lake Wales Barcelona 900 9.3 17 13 Lathrop Barcelona - Impact 10.3 161/2 13 Katy Capri 10.1 17 123/8 Lake Wales Cedarlite 600 5.9 131/2 13 Stockton Espana / Barcelona 9.0 17 123/8 Henderson Espana / Barcelona 8.5 17 123/8 Lake Wales Espana / Barcelona 9.0 17 123/8 Lathrop Espana / Barcelona 9.0 17 123/8 Rialto Espana 600 / Barcelona 600 5.9 17 123/8 Rialto Saxony 900 - Hartford Slate 9.1 17 13 Stockton Madera 900 9.5 131/2 13 Stockton Madera 700 7.2 131/2 13 Stockton Mission S / Barcelona 10.3 161/2 13 Phoenix Saxony 900 - Split Old English Thatch 9.8 17 13 Stockton Saxony - Country Shake 10.3 161/2 13 Katy Saxony - Country Shake 10.3 17 123/8 Rialto Saxony - Country Slate 10.3 161/2 13 Katy Saxony - Country Slate 10.3 17 123/8 Rialto Saxony - Country Split Shake 10.3 161/2 13 Katy Saxony - English Thatch 10.3 161/2 13 Katy Saxony - English Thatch 10.3 17 123/8 Rialto Saxony - English Thatch 10.4 17 123/8 Lake Wales Saxony - Shake 10.3 161/2 13 Katy Saxony - Shake 9.5 161/2 13 Phoenix Saxony - Shake 10.3 17 123/8 Rialto Saxony - Shake 10.4 17 123/8 Lake Wales Saxony - Shake 9.6 17 13 Denver Saxony 900 - Shake 9.1 17 13 Lathrop Saxony 900 - Shake 9.1 17 13 Stockton Saxony - Slate 9.5 161/2 13 Phoenix Saxony - Slate 10.3 161/2 13 Katy Saxony - Slate 10.3 17 123/8 Rialto Saxony - Slate 10.4 17 123/8 Lake Wales Saxony 900 - Slate 9.1 17 13 Lathrop Saxony 900 - Slate 9.1 17 13 Stockton For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. ESR -1647 1 Most Widely Accepted and Trusted TABLE 1 -TILE DIMENSIONS, WEIGHTS AND MANUFACTURING FACILITIES (Continued) Page 4 of 15 TILE DESIGNATION INSTALLED DRY WEIGHT (psf) DIMENSIONS2 (in.) MANUFACTURING FACILITY LENGTH WIDTH Saxony 900 - Country Slate 9.1 17 13 Stockton Saxony - Slate 9.6 17 13 Denver Saxony - Country Slate 9.6 17 13 Denver Saxony - Split Old English Thatch 9.6 17 13 Denver Saxony - Split Shake 10.3 17 123/8 Rialto Saxony - Split Shake 10.4 17 123/8 Lake Wales Saxony - Split Slate 10.3 17 123/8 Rialto Saxony - Split Slate 10.4 17 123/8 Lake Wales Saxony 600 - Shake 5.7 17 13 Stockton Saxony 600 - Slate 5.7 17 13 Stockton Saxony 600 - Split Shake 5.7 17 13 Stockton Saxony 700 - Shake 7.2 17 13 Stockton Saxony 700 - Slate 7.2 17 13 Stockton Saxony 700 - Split Shake 7.2 17 13 Stockton Saxony 700 - Shake 7.1 17 13 Rialto Saxony 700 - Slate 7.1 17 13 Rialto Saxony 700 - Split Shake 7.1 17 13 Rialto Saxony 900 - Shake 9.1 17 13 Henderson Saxony 900 - Slate 9.1 17 13 Henderson Saxony 900 - Country Slate 9.1 17 13 Henderson Saxony 900 - Shake 9.5 17 13 Lake Wales Saxony 900 - Slate 9.5 17 13 Lake Wales Saxony 900 - Split Shake 9.5 17 13 Lake Wales Saxony 900 - Country Slate 9.5 17 13 Lake Wales Spanish "S" 9.5 18 103/8 Pompano Tejas Espana / Barcelona 9.0 161/2 13 Katy Vanguard Roll 8.4 161/2 13 Pompano Villa 9.6 161/2 13 Phoenix Villa 900 9.0 17 13 Rialto Villa 900 9.0 17 13 Denver Villa 600 5.8 17 13 Rialto Villa 600 6.0 17 13 Stockton Villa 900 9.3 17 13 Stockton Villa 9.0 161/2 13 Katy Villa 900 9.2 17 13 Lake Wales Spanish "S" Nuevo 9.9 17 93/4 Lake Wales Saxony 600 . 5.9 17 13 Rialto Saxony 900 9.3 17 13 Rialto Saxony - Impact 10.5 16V2 13 Katy Saxony - Impact 10.5 17 13 Denver Saxony 900 - Impact 10.4 17 13 Stockton Villa 900 - Impact 10.1 17 13 Denver For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. 'Installed dry weight is based on a 3 -inch headlap. 2AII dimensions are nominal ESR -1647 1 Most Widely Accepted and Trusted Page 5 of 15 TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS TILE DESIGNATION TILE FACTOR TILE FACTOR RATIO' Capri 1.407 (Base Tile Factor) 1.000 Mission S / Barcelona Saxony2 Split Old English Thatch Tejas Espana Vanguard Roll Villa Saxony – Impact Atlantis Slate / Atlantis Textured 1.013 0.720 Spanish "S" 1.265 0.899 Spanish "S" Nuevo 1.144 0.813 Espana / Barcelona 1.525 1.084 Espana 600 / Barcelona 600 Barcelona 900 Barcelona - Impact Saxony 600 Saxony 700 Saxony 900 Saxony 900 Hartford Slate Saxony 900 Split Old English Thatch Villa 600 Villa 900 Villa 900 – Impact Saxony 900 – Impact 'Tile factor ratio= tile factor / Base tile factor of 1.407 ft3. See Section 4.4.2 of this report and Appendix B of the TRI/WSRCA installation Manual, dated March 2010, for additional details. 2Saxony includes the following profiles: Saxony – Shake, Slate, Split Shake, Split Slate, Country Shake, Country Slate, Country Split Shake, English Thatch and Split Old English Thatch. ESR -1647 I Most Widely Accepted and Trusted Page 6 of 15 APPENDIX A Design Considerations for High Wind Applications Under The 201.5 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) 2015 and 2012 IBC: Table 1507.3.7 of the 2015 and 2012 International Bulding Code® provides prescribed installation requirements for concrete and clay roof tiles applicable to ultimate design wind speeds (Vo) up to 130 miles per hour (58 m/s). For specific regions of the country identified in the 2015 and 2012 IBC as being subjected to ultimate design wind speeds (V„ it) in excess of 130 miles per hour (58 m/s), the tiles and fastening systems must be designed in accordance with this Appendix. IRC: On buildings located in areas where the 2015 IRC ultimate design wind speed does not exceed 130 mph (58 m/s) and having a maximum mean roof height of 40 feet (12.192 mm), tile application must comply with 2015 IRC Section R905.3.7. On buildings located in areas where the 2012 IRC basic wind speed does not exceed 100 mph and having a maximum mean roof height of 40 feet (12.192 mm), tile application must comply with 2012 IRC Section R905.3.7. For greater basic wind speeds and/or higher mean roof heights, the tiles and fastening systems must be designed in accordance with this Appendix. The following design aids are provided to the roof designer for consideration in determining the fastening requirements for roof tiles for wind applications beyond the prescriptive requirements in the IBC or IRC. These tables were developed based on the requirement of 2015 and 2012 IBC Section 1609.5.3 and ASCE 7-10. Tables 4A through 4D of the Appendix are used to determine the generic required aerodynamic uplift moment for the tile. The generic required aerodynamic uplift moment determined from the tables must be multiplied by the tile factor ratio in Table 2 to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 5 of the Appendix must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. Underlayment Notes: For consideration of attachment of underlayments in high wind areas, see 2015 and 2012 IBC Section 1507.3.3.3, 2015 IRC Sections R905.1.1 and R905.3.3 and 2012 IRC Section R905.3.3.3. Attachment of underlayments must comply with the above mentioned sections. TABLE 3 Conversion from Nominal Design Wind Speed to Ultimate Design Wind Speed Vo shall be converted as Vasd = Vun * 0.6 or from the following table: DesiggKINinnd 5peedtor rsi n(mpfi)'' V„n 110 120 130 140 150 160 170 180 190 Vasd 85 93 101 108. 116 124 132 139 147 For SI: 1 mile per hour=0.44 m/s. Alinear interpolation is permitted. ESR -1647 1 Mosf Widely Accepted and Trusted Page 7 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) TABLE 4A Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-Ibf) For Roof Pitches 6:12 and Less Gable Roof 2'/2:12 <O<6:12(12°<O<27°) Hip Roof s'/2:12<O<6:12(25°<O<27°) Exposure B Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 20 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 25 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 30 11.2 13.3 15.6 18.1 20.8 23.7 26.8 30.0 33.4 35 11.7 13.9 16.3 18.9 21.7 24.7 27.9 31.3 34.9 40 12.2 14.5 17.0 19.7 22.6 25.7 29.1 32.6 36.3 45 12.5 14.9 17.4 20.2 23.2 26.4 29.8 33.4 37.2 50 12.9 15.4 18.1 21.0 24.1 27.4 31.0 34.7 38.7 55 13.3 15.8 18.6 21.5 24.7 28.1 31.7 35.6 39.6 60 13.6 16.2 .19.0 22.0 25.3 28.8 32.5 36.4 40.6 Exposure C Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 13.6 16.2 19.0 22.0 25.3 28.8 32.5 36.4 40.6 20 14.4 17.1 20.1 23.3 26.8 30.5 34.4 38.6 43.0 25 15.0 17.9 21.0 24.4 28.0 31.8 35.9 40.3 44.9 30 15.7 18.7 21.9 25.4 29.2 33.2 37.5 42.0 46.8 35 16.1 19.2 22.6 26.2 30.1 34.2 38.6 43.3 48.2 40 16.6 19.8 23.2 27.0 30.9 35.2 39.8 44.6 49.7 45 17.0 20.2 23.7 27.5 31.5 35.9 40.5 45.4 50.6 50 17.5 20.8 24.4 28.3 32.4 36.9 41.7 46.7 52.0 55 17.7 21.1 24.8 28.8 33.0 37.6 42.4 47.6 53.0 60 18.1 21.5 25.3 29.3. 33.6 38.3 43.2 48.4 54.0 Exposure D Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 16.5 19.6 23.0 26.7 30.7 34.9 39.4 44.1 49.2 20 17.3 20.6 24.1 28.0 32.1 36.6 41.3 46.2 51.6 25 19.9 21.3 25.0 29.0 33.3 37.9 42.8 48.0 53.5 30 18.6 22.1 25.9 30.1 34.5 39.3 44.3 49.7 55.4 35 19.1 22.7 26.6 30.8 35.4 40.3 45.5 51.0 56.8 40 19.5 23.2 27.3 31.6 36.3 41.3 46.6 52.2 58.3 45 20.0 23.8 27.9 32.4 37.2 42.3 47.8 53.5 59.7 50 20.3 24.2 28.4 32.9 37.8 43.0 48.5 54.4 60.6 55 20.7 24.6 28.8 33.4 38.4 43.7 49.3 55.2 61.6 60 20.9 24.9 29.3 34.0 39.0 44.4 50.1 56.1 62.5 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches 6:12 and Less Equates to Roof Slopes 12 deg < 0 < 27 deg for Zone 3. ESR -1647 1 Most Widely Accepted and Trusted Page 8of15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) TABLE 4B Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-Ibf) For Roof Pitches 51/2:12 and Less Hip Roof 2'/2:12<O<5'/2:12(12°<O<25°) Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches Less Than 51/2:12 Equates to Roof Slopes 12 deg < O < 25 deg for Zone 3. Ultimate Design Wind Speed in MPH Exposure B MRH 110 120 130 140 150 160 170 180 190 0-15 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 20 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 25 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 30 8.4 10.0 11.7 13.6 15.6 17.8 20.1 22.5 25.1 35 8.8 10.4 12.2 14.2 16.3 18.5 20.9 23.5 26.1 40 9.1 10.9 12.7 14.8 17.0 19.3 21.8 24.4 27.2 45 9.4 11.1 13.1 15.2 17.4 19.8 22.4 25.1 27.9 50 9.7 11.6 13.6 15.7 18.1 20.6 23.2 26.0 29.0 55 10.0 11.9 13.9 16.1 18.5 21.2 23.8 26.7 29.7 60 10.2 12.1 14.2 16.5 19.0 21.6 24.4 27.3 30.4 Ultimate Design Wind Speed in MPH Exposure C MRH 110 120 130 140 150 160 170 180 190 0-15 10.2 12.1 14.2 16.5 19.0 21.6 24.4 27.3 30.4 20 10.8 12.9 15.1 17.5 20.1 22.9 25.8 28.9 32.2 25 11.3 13.4 15.8 18.3 21.0 23.9 26.9 30.2 33.7 30 11.8 14.0 16.4 19.1 21.9 24.9 28.1 31.5 35.1 35 12.1 14.4 16.9 19.5 22.5 25.6 29.0 32.5 36.2 40 12.5 14.9 17.4 20.2 23.2 26.4 29.8 33.4 37.2 45 12.7 15.1 17.8 20.6 23.7 26.9 30.4 34.1 38.0 50 13.1 15.6 18.3 21.2 24.3 27.7 31.2 35.0 39.0 55 13.3 15.9 18.6 21.6 24.8 28.2 31.8 35.7 39.7 60 13.6 16.1 18.9 22.0 25.2 28.7 32.4 36.2 40.5 Ultimate Design Wind Speed in MPH Exposure D MRH 110 120 130 140 150 160 170 180 190 0-15 12.4 14.7 17.3 20.0 23.0 26.2 29.5 33.1 36.9 20 13.0 15.4 18.1 21.0 24.1 27.4 31.0 34.7 38.7 25 13.4 16.0 18.8 21.8 25.0 28.4 32.1 36.0 40.1 30 13.9 16.6 19.4 22.6 25.9 29.5 33.3 37.3 41.5 35 14.3 17.0 19.9 23.1 26.6 30.2 34.1 38.2 42.6 40 14.6 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 45 15.0 17.9 21.0 24.3 27.9 31.7 35.8 40.2 44.8 50 15.2 18.1 21.3 24.7 28.3 32.3 36.4 40.8 45.5 55 15.5 18.4 21.6 25.1 28.8 32.8 37.0 41.5 46.2 60 15.7 18.7 22.0 25.5 29.2 33.3 37.6 42.1 46.9 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches Less Than 51/2:12 Equates to Roof Slopes 12 deg < O < 25 deg for Zone 3. ESR -1647 1 Most Widely Accepted and Trusted Page 9 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) TABLE 4C Required Aerodynamic Uplift Moment for Tile, Zone 3 Ma (ft-Ibf) For Roof Pitches Greater Than 6:12 Gable Roof 6:12<0<12:12(27°<O<45°I Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches Greater Than 6:12 Equates to Roof Slopes 27 deg < 0 < 45 deg for Zone 3. Ultimate Design Wind Speed in MPH Exposure B MRH 110 120 130 140 150 160 170 180 190 0-15 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 20 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 25 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 30 6.8 8.1 9.6 11.1 12.7 14.5 16.4 18.3 20.4 35 7.1 8.5 10.0 11.6 13.3 15.1 17.1 19.1 21.3 40 7.4 8.8 10.4 12.0 13.8 15.7 17.8 19.9 22.2 45 7.6 9.1 10.7 12.4 14.2 16.1 18.2 20.4 22.8 50 7.9 9.4 11.1 12.8 14.7 16.8 18.9 21.2 23.6 55 8.2 9.7 11.3 13.1 15.1 17.2 19.4 • 21.7 24.2 60 8.3 9.9 11.6 13.5 15.5 17.6 19.9 22.3 24.8 Exposure C Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 8.3 9.9 11.6 13.5 15.5 17.6 19.9 22.3 24.8 20 8.8 10.5 12.3 14.3 16.4 18.6 21.0 23.6 26.3 25 9.2 10.9 12.8 14.9 17.1 19.5 22.0 24.6 27.4 30 9.6 11.4 13.4 15.5 17.8 20.3 22.9 25.7 28.6 35 9.9 11.8 13.8 16.0 18.4 20.9 23.6 26.4 29.5 40 10.2 12.1 14.2 16.5 18.9 21.5 24.3 27.2 30.3 45 10.3 12.3 14.5 16.8 19.3 21.9 24.8 27.8 30.9 50 10.7 12.7 14.9 17.3 19.8 22.6 25.5 28.5 31.8 55 10.8 12.9 15.2 17.6 20.2 23.0 25.9 29.1 32.4 60 11.1 13.2 15.4 17.9 20.6 23.4 26.4 29.6 33.0 Ultimate Design Wind Speed in MPH Exposure D MRH 110 120 130 140 150 160 170 180 190 0-15 10.1 12.0 14.1 16.3 18.7 21.3 24.1 27.0 30.1 20 10.6 12.6 14.8 17.1 19.6 22.3 25.2 28.3 31.5 25 10.9 13.0 15.3 17.7 20.4 23.2 26.2 29.3 32.7 30 11.3 13.5 15.8 18.4 21.1 24.0 27.1 30.4 33.8 35 11.7 13.9 16.3 18.9 21.6 24.6 27.8 31.2 34.7 40 11.9 14.2 16.7 19.3 22.2 25.2 28.5 31.9 35.6 45 12.2 14.5 17.1 19.8 22.7 25.9 29.2 32.7 36.5 50 12.4 14.8 17.3 20.1 23.1 26.3 29.7 33.3 37.1 55 12.6 15.0 17.6 20.4 23.5 26.7 30.1 33.8 37.6 60 12.8 15.2 17.9 20.8 23.8 27.1 30.6 34.3 38.2 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches Greater Than 6:12 Equates to Roof Slopes 27 deg < 0 < 45 deg for Zone 3. ESR -1647 1 Most Widely Accepted and Trusted Page 10 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) TABLE 4D Required Aerodynamic Uplift Moment for Tile, Zone 3, Ma (ft-Ibf) for Monoslope Pitches 2'/,:12 «3 <6'/,:12 (12° < < 30°) Exposure B Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 20 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 25 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 30 12.1 14.4 17.0 19.7 22.6 25.7 29.0 32.5 36.2 35 12.7 15.1 17.7 20.5 23.5 26.8 30.2 33.9 37.8 40 13.2 15.7 18.4 21.3 24.5 27.9 31.5 35.3 39.3 45 13.5 16.1 18.9 21.9 25.1 28.6 32.3 36.2 40.3 50 14.0 16.7 19.6 22.7 26.1 29.7 33.5 37.6 41.9 55 14.4 17.1 20.1 23.3 26.8 30.4 34.4 38.5 42.9 60 14.7 17.5 20.6 23.9 27.4 31.2 35.2 39.5 44.0 Exposure C Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 14.7 17.5 20.6 23.9 27.4 31.2 35.2 39.5 44.0 20 15.6 18.6 21.8 25.3 29.0 33.0 37.3 41.8 46.6 25 16.3 19.4 22.8 26.4 30.3 34.5 38.9 43.6 48.6 30 17.0 20.2 23.7 27.5 31.6 35.9 40.6 45.5 50.7 35 17.5 20.8 24.5 28.4 32.6 37.0 41.8 46.9 52.2 40 18.0 21.5 25.2 29.2 33.5 38.1 43.1 48.3 53.8 45 18.4 21.9 25.7 29.8 34.2 38.9 43.9 49.2 54.8 50 18.9 22.5 26.4 30.6 35.1 40.0 45.1 50.6 56.4 55 19.2 22.9 26.9 31.2 35.8 40.7 46.0 51.5 57.4 60 19.6 23.3 27.4 31.7 36.4 41.4 46.8 52.5 58.4 Exposure D Ultimate Design Wind Speed in MPH MRH 110 120 130 140 150 160 170 180 190 0-15 17.9 21.3 24.9 28.9 33.2 37.8 42.7 47.8 53.3 20 18.7 22.3 26.2 30.3 34.8 39.6 44.7 50.1 55.9 25 19.4 23.1 27.1 31.5 36.1 41.1 46.4 52.0 57.9 30 20.1 23.9 28.1 32.6 37.4 42.5 48.0 53.9 60.0 35 20.6 24.6 28.8 33.4 38.4 43.7 49.3 55.2 61.6 40 21.2 25.2 29.5 34.3 39.3 44.8 50.5 56.6 63.1 45 21.7 25.8 30.3 35.1 40.3 45.9 51.8 58.0 64.7 50 22.0 26.2 30.8 35.7 40.9 • 46.6 52.6 59.0 65.7 55 22.4 26.6 31.2 36.2 41.6 47.3 53.4 59.9 66.7 60 22.7 27.0 31.7 36.8 42.2 48.1 54.2 60.8 67.8 Wind Speeds are per ASCE 7-10 for Ultimate Design Wind Speed at 33 ft. above ground. MRH = Mean Roof Height in Feet for Roof Pitches 63/4:12 and Less Equates to Roof Slopes 12 deg < 0 < 30 deg for Zone 3. ESR -1647 1 Most Widely Accepted and Trusted Page 11 of 15 APPENDIX A (Continued) DESIGN CONSIDERATIONS FOR HIGH WIND APPLICATIONS Under The 2015 IBC and IRC and the 2012 IBC and IRC (ASCE 7-10) TABLE 5 ALLOWABLE AERODYNAMIC UPLIFT MOMENT (ft-Ibf) MECHANICAL FASTENING SYSTEMS Deck Thickness Method Fastener Type- Low - Medium High 1-10d smooth or screw shank nail, with clip 25.2 25.2 35.5 2-10d, smooth or screw shank nail, with clip 38.1 38.1 44.3 Direct Deck 2- 10d ring shank nail 39.1 36.1 28.6 2- 10d ring shank nail, with 4" head lap 50.3 43.0 33.1 1- #8 Screw 39.1 33.2 28.7 15/32. 2- #8 screw 50.2 55.5 51.3 1-10d smooth or screw shank nail, with clip 27.5 27.5 29.4 2-10d smooth or screw shank nail, with clip 37.6 37.6 47.2 Batten 2- 10d ring shank nail 34.6 36.4 26.8 1-# 8 screw 25.6 30.1 25.5 2- #8 screw 36.1 41.9 37.1 19/32" Direct Deck 2- 10d ring shank nail 46.4 45.5 41.2 For mean roof heights over 60 ft, engineering calculations must be submitted for permitting. Notes for Table 5: 1. For attachment systems not listed in the table for 19/32. sheathing use the allowable aerodynamic uplift resistance from the table for 15/32- sheathing. 2. Fasteners shall have a minimum edge distance of 11/2 inches from the head of the tile and located in the pan of the tile to obtain the values in Table 5. 3. Ring shank nails shall be 10d ring shank corrosion resistant steel nails with the following minimum dimensions: (3 inches long, 0.283 -inch flat head diameter, 0.120 -inch undeformed shank diameter or 0.131 -inch screw diameter). 4. Smooth or screw shank nails shall be 10d corrosion resistant steel (with the following minimum dimension. (3 -inch long, 0.283 -inch flat head diameter, 0.120 -inch undeformed shank diameter or 0.131 -inch screw diameter). 5. Screws are #8 course threaded, 2.5 -inch -long, corrosion -resistant steel wood screws conforming to ANSI/ASME 8 18.6.1. 6. The fastener hole nearest the overlock shall be used when a single nail or screw is required. The fastener hole nearest the underlock and the fastener hole nearest the overlock shall be used when two nails or screws are required. 7. When using eave and field clips, attachment of the tiles is accomplished by a combination of nails and clips. Tiles are nailed to the sheathing or through the battens to the sheathing with one or two 10d corrosion resistant nails (Notes 2 and 3 above). Additionally, each tile is secured with a 0.060 -inch -thick and 0.5 -inch -wide clip which is secured to the plywood sheathing or eave fascia, as appropriate, with a single nail per clip. The nail shall be placed in the hole closest to the tile for clips having more than one nail hole. The following clip/nail combinations are permitted: (1) Aluminum alloy clip with 1.25 -inch HD galvanized roofing nail (0.128 -inch shank diameter). (2) Galvanized steel deck clip with 1.25 -inch HD galvanized roofing nail (0.128 -inch shank diameter). (3) Stainless steel clip with 1.25 -inch HD galvanized roofing nail (0.128 inch shank diameter). 8. Field clips and eave clips are to be located along the tile where the clip's preformed height and the tile's height above the underlayment are identical. 9. Counterbatten values not included. 10. For attachment systems not listed in table for 15/32. sheathing, use allowable aerodynamic uplift moment from table for 15/32• sheathing. ESR -1647 1 Most Widely Accepted and Trusted Page 12 of 15 Atlantis—Slate Nall Hole A Nall Hole B Nail Hole A Nail Holes A C 6 r Nailhole A Capri Atlantis—Textured Nailhole B Espana / Barcelona Barcelona 900 Espana 600 / Barcelona 600 Barcelona - Impact Saxony 900 – Hartford Slate Nail holes A FIGURE 1—TILE ILLUSTRATIONS ESR -1647 1 Most Widely Accepted and Trusted Page 13 of 15 Nail Holes A Mission S - Barcelona Saxony — Country Shake Saxony -Country Slate Saxony 900—Country Slate May have 2 or 3 nail holes depending•on manufacturing locations Madera 900 Madera 700 Cedarlite 600 Nail Holes Saxony Slate Saxony 900 Saxony600 Saxony 700 Saxony–Impact Saxony 900–Impact May have 2 or 3 nail holes depending on manufacturing locations Saxony - English Thatch FIGURE 1—TILE ILLUSTRATIONS (Continued) ESR -1647 1 Most Widely Accepted. and Trusted • Page 14 of 15 Saxony 900—Split Old English Thatch Saxony—Split Old English Thatch Nell Holes A Saxony—Split Shake May have 2 8,3 nell holes' depending an menufeeludrg laeseon Nail Holes A 8 Saxony — Shake Saxony 900 Saxony 600 Saxony 700 Saxony -Impact Saxony 900 -Impact Saxony - Split Slate FIGURE 1—TILE ILLUSTRATIONS (Continued) ESR -1647 1 Most Widely Accepted and Trusted Page 15 of 15 Spanish S Nall Holes A 8 Vanguard Roll Tejas Espana — Barcelona Villa Villa 600 Villa 900 Villa 900—Impact Nail hole may be located on the pan depending on manufacturing location. Spanish "S" Nuevo FIGURE 1—TILE ILLUSTRATIONS (Continued) BORAL FIGURE 2—MONIERLIFETILE LOGO OR BORAL ROOFING LOGO t` ICCRVICEVAELUATION SE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR -1647 CBC and CRC Supplement Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boralamerica.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA -IMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY—SHAKE, SAXONY—SLATE, SAXONY—COUNTRY SLATE, SAXONY—SPLIT SHAKE, SAXONY—SPLIT SLATE, SAXONY—IMPACT, SAXONY 900—IMPACT, SPANISH "S" , SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900—IMPACT 1.0 EVALUATION SCOPE Compliance with the following codes: • 2013 California Building Code (CBC) • 2013 California Residential Code (CRC) Properties evaluated: • Fire classification • Weather resistance • Wind -uplift resistance 2.0 California Building Code (CBC) The Boral Roofing concrete roof tiles described in the master report ESR -1647 may be used where a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CBC Sections 1507.3.10 and 1512. The roof tiles may be used in the construction of newbuildings located in. a Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Fire Area, provided installation is also in accordance with the 2012 IBC provisions in the master report and the additional requirements of CBC Sections 701A.3 and 705A. 3.0 California Residential Code (CRC) The Boral Roofing concrete roof tiles described in the master report ESR -1647 may be used where a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the master report and the additional requirements of Section R905.3 of the CRC. The roof tiles may be used in the construction of new buildings located in any Wildland—Urban Interface Fire Area, provided installation is also in accordance with the 2012 IRC provisions of the master report and the additional requirements of CRC Sections R327.1.3.1 and R327.5. The products recognized in this supplement have not been evaluated for compliance with the International Wildland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued August 2016. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsemen/of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. icc ANSI mceimnmc Page 1 of 1 SERVICICC EVAELUATION Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1647 FBC Supplement Reissued August 2016 This report is subject to renewal August 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 32 16—Concrete Roof Tiles REPORT HOLDER: BORAL ROOFING 7575 IRVINE CENTER DRIVE, SUITE 100 IRVINE, CALIFORNIA 92618 (949) 756-1605 www.boralamerica.com EVALUATION SUBJECT: CONCRETE ROOF TILES: ATLANTIS, BARCELONA 900, BARCELONA—IMPACT, CAPRI, CEDARLITE 600, ESPANA / BARCELONA, ESPANA 600, MADERA 900, MADERA 700, MISSION S / BARCELONA, SAXONY, SAXONY 600, SAXONY 700, SAXONY 900, SAXONY–SHAKE, SAXONY–SLATE, SAXONY–COUNTRY SLATE, SAXONY–SPLIT SHAKE, SAXONY–SPLIT SLATE, SAXONY–IMPACT, SAXONY 900–IMPACT, SPANISH "S" , SPANISH "S" NUEVO, TEJAS ESPANA, VANGUARD ROLL, VILLA, VILLA 600, VILLA 900 AND VILLA 900–IMPACT 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Boral Roofing concrete roof tiles, recognized in evaluation report ESR -1647, have also been evaluated for compliance with the codes noted below. Compliance with the following codes: • 2014 Florida Building Code—Building • 2014 Florida Building Code—Residential 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the Concrete Roof Tiles described in the master report ESR -1647 comply with the 2014 Florida Building Code—Building and the 2014 Florida Building Code—Residential, when designed and installed in accordance with the master evaluation report under this additional condition: The Boral Roofing extruded concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zone provisions of the 2014 Florida Building Code—Building, and the 2014 Florida Building Code—Residential has not been evaluated, and is outside the scope of this supplement. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2016, ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be consorted as an endorsemenfif the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. Icc ANSI IFRFFnNF4 DM aF[MpF Page,1 of 1 EDCA INC Home Espanol Contact Safety & Health Washington State Department of Labor & Industries Search L&i A -Z index IIelp Claims & Insurance Workplace Rights EDCA INC Owner or tradesperson Principals ZAMBRANO, EDUARDO JOSE, PRESIDENT ZAMBRANO-PAZ, CAMILO, SECRETARY Doing business as EDCA INC WA UBI No. 601 132 648 1016 Industry Drive TUKWILA, WA 98188 425-869-0845 KING County Business type Corporation Governing persons CAMILO ZAMBRANO EDUARDO ZAMBRANO; 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. EDCAI**126RT Effective — expiration 12/30/1988— 01/06/2019 Bond ................. Great American Ins Co of NY Bond account no. 790286531170 $12,000.00 Received by L&I Effective date 12/30/2013 12/30/2013 Expiration date Until Canceled Bond history Insurance Houston Specialty Ins Co $1,000,000.00 Policy no. TEN -18663 Received by L&I Effective date 01/05/2017 01/06/2017 Expiration date 01/06/2018 Insurance history Page 1 of 2 My L&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601132648&LIC=EDCAI* * 126RT&SAW= 8/10/2017 EDCA INC Savings (in lieu of bond) Received by L&I Release date N/A Savings account ID $4,000.00 Effective date 11/06/1989 Impaired date N/A Q Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ......................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 570,971-00 ................................. Doing business as EDCA ROOFING Estimated workers reported Quarter 2 of Year 2017 "1 to 3 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)902-5598 - Email: HSTE235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ........................................................................................... No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept..of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601132648&LIC=EDCAI**126RT&SAW= 8/10/2017