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Permit D13-0385 - SEGALE PROPERTIES - TENANT IMPROVEMENT
SEGALE PROPERTIES 18255 SEGALE PARK DR B D13-0385 • • City of Tukwila Department of Community Development ?v 6300 Southcenter Boulevard, Suite #100 / Tukwila, Washington 98188 �/ Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 3523049119 Permit Number: D13-0385 Address: 18255 SEGALE PARK DR B Issue Date: 1/6/2014 Permit Expires On: 7/5/2014 Project Name: SEGALE PROPERTIES Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 Contact Person: Name: STEVE NELSON Phone: (206) 575-2000 Address: PO BOX 88028 , TUKWILA, WA, 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 License No: SEGALPL902CQ Lender: Name: SELF FUNDED - SEGAL PROPERTIES Address: Phone: (206) 575-2000 Expiration Date: 4/1/2014 DESCRIPTION OF WORK: REMOVE EXISTING BUILT-UP ROOFING AND REPLACE WITH 2 1/2" POLYISO INSULATION AND A 60 MIL SINGLE PLY ROOF MEMBRANE Project Valuation: $726,857.00 Fees Collected: $10,721.75 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: S-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: 2012 International Fuel Gas Code: International Residential Code Edition: 2012 WA Cities Electrical Code: International Mechanical Code Edition: 2012 WA State Energy Code: Uniform Plumbing Code Edition: 2012 2012 2012 2012 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: I hearby certify that I have read and ex provisions of law and ordinances govern Date: d this permit and know the same to be true and correct. All his 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.>2 i Print Name: Date: 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: 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 0603 ROOF/CEILING INSUL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. p I 030E - Project No. Date Application Accepted: Date Application Expires: (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: 18255 Segale Park Drive B Tenant Name: Segale Properties LLC PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC Address: P.O. Box 88028 Address: P.O. Box 88028 City: Tukwila State: WA City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: P.O. Box 88028 Address: P.O. Box 88028 Phone: (206) 575-2000 Fax: (206) 575-1837 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1837 Email: snelson@segaleproperties.com GENERAL CONTRACTOR INFORMATION Company Name: Segale Properties LLC Address: P.O. Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1837 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS -010320 H:\Applications\Forms-Applications On Lme\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 3523049119 Suite Number: Floor: New Tenant: ❑ Yes J ..No ARCHITECT OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Company Name: City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineers Northwest Engineer Name: Dale Kaemingk Address: 9725 Third Avenue NE, Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Email: dalek@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self Funded Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 726,857 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remove existing built-up roofing and replace with 2-1/2" Polyiso insulation and a 60 -mil singleply roof membrane. Will there be new rack storage? ❑ Yes Z.. 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Ill No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line1201 I Applications\Permit Application Revised - 8-9-11.docx Revised: 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 151 Floor 241,862 V -B S,B2 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Ill No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line1201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 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 OR AUTHVED E : Signature. Date: 12/19/2013 Print Name: Steven R. Nelson Day Telephone: (206) 396-2011 Mailing Address: P.O. Box 88028 Tukwila WA 98138 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $10,721.75 D13-0385 Address: 18255 SEGALE PARK DR B Apn: 3523049119 $10,721.75 DEVELOPMENT $10,721.75 PERMIT FEE R000.322.100.00.00 $6,495.30 PLAN CHECK FEE R000.345.830.00.00 $4,221.95 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R480 B640.237.114 $4.50 $10,721.75 Date Paid: Monday, December 23, 2013 Paid By: SEGALE PROPERTIES Pay Method: CHECK 7884 Printed: Monday, December 23, 2013 10:36 AM 1 of 1 CRW SYSTEMS INSPECTION RECORD Retain a copy with permit INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 c I) PERMIT NO. Pro• c :T C� �9 L �!�C� InLI2 ' pe of Inspection: __ - f" /1\,14 Z___ isickg Add es se 64LE Date alled: Special Instructions: &+r? ...zQIJ/ �./6, _2.z.71 ` Date Wanted:L� (a.nc."-.A- .m. I Requester: ----., Phone26)6-575:- -57S Zc ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) /?e -o/ /1/ /1/ — /4-22) 41frei t //-;;Lii7 i nspectdr: e7 EINSPECTION FEE R4UIRED. Prio to id at 6300 Southcenter Blvd.. Suite 00. Date: next inspection, fee must be Call to schedule reinspection • December 20, 2013 Ms. Stefani Christian Rainbow Federal, Inc. P.O. Box 1116 Carnation, WA 98014 oVERSICO ROOFING SYSTEMS A SINGLE SOURCE FOR SINGLE -PLY ROOFING FILE COPY Permit No. Re: Segale Building # 771 Dear Ms. Christian: This letter shall serve as confirmation that the following Versi-Weld Mechanically Attached Roofing System has been tested and will maintain the existing UL fire rating. Deck: Insulation: Membrane: Slope: Plywood roof deck with the existing roofing system to remain in place. All wet and damaged materials are to be removed and replaced with an acceptable substrate. 2.5" Versico Polyisocyanurate insulation mechanically attached with 6 fasteners and plates per 4'x8' board. Versico's 8 foot wide Versi-Weld TPO membrane (60 -mil) mechanically attached in the splice with HPVX fasteners and plates spaced 12 inches on center. The perimeters are to be enhanced with one 4' half sheet fastened 12 inches on center with HPVX fasteners and plates. Maximum roof slope for this assembly is unlimited. Upon completion of the membrane system in accordance with Versico's TPO Mechanically Attached System Specifications and acceptance by Versico at final inspection, this project will be eligible for our 20 -year Total System Warranty. As with all Total System Warranty projects, all materials used to complete the roofing system (insulation, fasteners, termination bars, etc.) must be manufactured or marketed by Versico. If you have any questions or need any additional information, please feel free to contact me at (877) 301-0180. Sincerely, --sauv.----�-'3 John Souders Sr. Design Analyst Project Review CC: J. Scarlette, A. Weller REVIEWED FOR 'CODE COMPLIANCE r APPROVED DEC 26 2013 City of Tukwila BUILDING DIVISION b i3 -G3 S S RECEIVED CITY OF TUKWILA DEC 232013 PERMIT CENTER Versico PO Box 1289 Carlisle, PA 17013 Tel: 800-992-7663 Fax: 717-960-4036 Web: www.verslco.com STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. (AX LEi C PY December 19, 2013 SEGALE PROPERTIES 5811 Segale Park Drive C Tukwila, WA 98188 ATTN: Steve Nelson RE: Segale Building 771 18255 Segale Park Drive. B Tukwila, WA Roof Membrane Replacement Steve: REVIEWED FOR CODE COMPLIANCE aPPROVED DEC 262013 City ogTukwila BUILDING DIVISION It is my understanding that you are anticipating a roof repair for Segale Building 771 located at 18255 Segale Park Drive B, Tukwila, WA. As you know, this building, built in the mid 1970's, has a wood framed roof structure and a single built-up roofing system. In addition, the building structure appears to have performed well for over 35 years. During a recent site visit, I did not notice any building distress or roof structure movement. It is my understanding that you will be removing the existing built-up roofing at 4.4 lb. per square foot and installing 2 1/2" rigid insulation at 0.40 lb. per square foot and a single ply membrane at 0.40 lb. per square foot resulting in a net reduction of 3.6 lb. per square foot of dead load on the roof structure. Section 3404.3 of the 2012 ICC allows for a 5% increase in the load on the roof without requiring modification to the original structural members. By adding a single ply membrane you will be reducing the dead load on the roof. It is my opinion that the existing roof structure is adequate to support the new roof membrane. Please feel free to call if you have any questions. Sincerely, ENGINEERSNORR7HWEST,INC., P S. Dale Kaemingk, P.E., S. Vice President DK:bs ENW Project No: 77071015 RECEIVEf CITY OF TUKWILA DEC 232013 PERMIT CENTER 0 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com TECHNICAL DATA BULLETIN VERSIWELD® REINFORCED TF'bVEMBRANE Overview Versico's VersiWeld membrane is a premium heat -weldable single -ply thermoplastic polyolefin (TPO) sheet designed for new roof construction and re -roofing applications. VersiWeld High Slope (HS) membrane (also known as Extra Slope (ES)) is formulated with additional flame retardant (compared to Standard) for higher -slope fire code approvals. Versico's VersiWeld TPO membrane is based on advanced polymerization technology that combines the flexibility of ethylene -propylene (EP) rubber with the heat weldability of polypropylene. All VersiWeld TPO membranes include OctaGuard XTTM', an industry-leading, state-of-the-art weathering package. OctaGuard XT technology enables VersWeld TPO to withstand extreme weatherability testing intended to simulate exposure to severe climates. Physical properties of the membrane are enhanced by a strong polyester fabric that is encapsulated between the TPO-based top and bottom plies. The combination of the fabric and TPO plies provides VersiWeld reinforced membranes with high breaking strength, tearing strength and puncture resistance. The relatively smooth surface of VersiWeld membrane produces a total surface fusion weld that creates a consistent, watertight monolithic roof assembly. The membrane is environmentally friendly and safe to install. VersiWeld Standard and HS/ES products are available in highly reflective white, tan and gray, in 45 -mil, 60 -mil VERSICO ROOFING SYSTEMS and 80 -mil thicknesses. Sixteen special colors are also available (see Versico TPO Color Palette brochure). Available widths are 4-, 5- and 6 -ft perimeter sheets and 8-, 10- and 12 -ft field sheets. Versico's VersiWeld tan and white TPO membrane can contribute toward LEED® (Leadership in Energy and Environmental Design) credits. Tan and white VersiWeld are ENERGY STAR®' -qualified and California Title 24 compliant. Features and Benefits • Outstanding puncture resistance Chlorine -free with no halogenated flame retardants Plasticizer -free; does not cor polymeric plasticizers • Excellent low temperature irr • Excellent chemical resistanc restaurant exhaust emissions I WED FOR UDE COMPLIANCE pact AnOVED 14to ac k>l• Go`>s)ee1a113 • • Exceptional resistance to he t, sol ' city and oxidation `7 T Tukwila (�] Low water vapor permeanc 4�G'�NISION • Hot -melt extrusion processed for complete scrim encapsulation • Warp -knitted fabric (not woven) for srritiiMlrviEED and greater thickness over scrim CITY OF T U K W I LA • VersiWeld TPO is 100% recyclable (refer to Versico's DEC 232013 Recyclability Statement) Installation PERMIT CENTER VersiWeld Roofing Systems are quick to install as minimal labor and few compenents are required. The systems may be installed utilizing labor-saving devices that make sheet welding fast, clean, consistent and easy to learn, while reducing strain on the roofing technician. The Versico Mechanically Attached Roof System installation starts with the insulation fastened with a minimum of 5 fasteners per 4 by 8 ft. board. The VersiWeld reinforced membrane is mechanically fastened to the deck using HPVX Fasteners and HPVX Plates or HPV -XL Fasteners and SOURCE FOR SINGLE -PLY ROOFING Verslco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com TECHNICAL7. DATA BULLETIN HPV -XL Plates. Adjoining sheets of VersiWeld membrane are overlapped over the fasteners and plates and joined together with a minimum 11/2 -inch (4cm) wide hot-air weld. The Versico Fully Ahered Roofing System application begins with the insulation fastened at the required density (max. 1 every 2 sq. ft.) necessary to resist the appropriate wind load.The substrate and membrane are coated with an approved Versico TPO Bonding Adhesive and the membrane is rolled into place. REVIEW CURRENT VERSICO SPECIFICATIONS AND DETAILS FOR SPECIFIC INSTALLATION REQUIREMENTS. Precautions 1. Sunglasses that filter out ultraviolet light are strongly recommended as tan and white surfaces are highly reflective. Roofing technicians should dress appropriately and wear sunscreen to protect skin. 2. 3. 4. 5. 6. Surfaces may become slippery due to frost and ice buildup. Exercise caution during cold conditions to prevent falls. Care must be exercised when working close to a roof edge when surrounding area is snow-covered as the roof edge may not be clearly visible. Use proper stacking procedures to ensure sufficient stability of the rolls. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. Store VersiWeld membrane in the original undisturbed plastic wrap in a cool, shaded area and cover the light-colored, breathable, waterproof tarpaulins. VersiWeld membrane that has been exposed to the weather must be prepared with Weathered Membrane Clea - • or o hot-air welding. TYPICAL PROPERTIES AND CHARACT RISTICS Physical Property ASTM 06878 Requirement 45 -mil 60 -mil 80 -mil Tolerance on nominal thickness, % +15, -10 ASTM 0751 test method ± 10 ± 10 ±10 Thickness over scrim, in. (mm) ASTM D6878 optical method, average of 3 areas 0.015 min (0.381) 0.018 typ (0.457) 0.024 typ (0.610) 0.034 typ (0.864) Breaking strength, ibf (IN) ASTM D751 grab method Elongation break of reinforcement, % ASTM D751 grab method 220 (976 N) min 15 min 225 (1.0) min 320 (1.4) typ 15 min 25 typ 250 (1.1) min 360 (1.6) typ 350 (1.6) min 425 (1.9) typ 15 min 25 typ 15 min 25 typ Tearing strength, lbf (N) ASTM D751 proc. B 8 In. x 8 in. Brittleness point, °F (°C) ASTM D2137 Linear dimensional change, % ASTM D1204, 6 hours at 158°F Ozone Resistance, no cracks 7X ASTM D1149,100 pphm, 168 hrs 55 (245) min -40 (-40) max ±1 max PASS 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ ±1 max -0.2 typ PASS 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ 55 (245) min 130 (578) typ -40 (-40) max -50 (-46) typ ±1 max -0.2 typ PASS ± 1 max -0.2 typ PASS Water absorption resistance, mass % ASTM D471 top surface only 166 hours at 158°F water ± 3.0 max ± 3.0 max 2.0 typ ± 3.0 max 2.0 typ ± 3.0 max 2.0 typ Factory seam strength, ibf/in (kN/m) 66 (290) min ASTM D751 grab method 66 (290) min 66 (290) min 66 (290) min Field seam strength, lbf/in (kN/m) ASTM D1876 tested in peel Water vapor permeance, Perms ASTM E96 proc. B Puncture resistance, lbf (kN) FTM 101C, method 2031 (see supplemental section) No requirement No requirement No requirement 25 (4.4) min 50 (8.8) typ 0.10 max 0.05 typ 250 (1.1) min 325 (1.4) typ 25 (4.4) min 60 (10.5) typ 0.10 max 0.05 typ 300 (1.3) min 350 (1.6) typ 40 (7.0) min 70( O. max EVIEWED FOR Ir ' )QDE COMPLIANCE 4 (2.0)typ APPROVED Properties after heat aging ASTM 0573,32 weeks @ 240°F Breaking strength, % retained Elongation reinf., % retained Tearing Strength, % retained Weight change, % 90 min 90 min 60 min ± 1.0 max 90 min 90 min 60 min ±1.0max 90 min 90 min 60 min ±1.0max Typical Weights 0.23 lb/ft2 (1. g/m2) 0.29 (1.4) Typical properties and characteristics are based on samples tested and are not guaranteed for all Is Intended as a guide and does not reflect the specification range for any particular property of this product. es t pro uc DEC 2 6 2013 911,ID 9 u min 611min City of Tukwila ± i .O max °E1JILDING DIVISION his data and Information UECHN 0 C Q d D Q U Q DULLEVON Extreme Testing for Severe Climates ASTM Standard D6878 is the material specification for Thermoplastic Polyolefin Based Sheet Roofing. It covers material property requirements for TPO roof sheet and includes initial and aged properties after heat and xenon -arc exposure. As stated in the scope of the standard, "the tests and property limits used to characterize the sheet are values intended to ensure minimum quality for the intended purpose." Versico's goal is to produce TPO that ensures maximum performance for the intended purpose of roofing membranes. Maximum performance requires the membrane to far exceed the requirements of ASTM D6878. For severe climates like Miami, FL and Phoenix, AZ, EXTREME testing is required. Heat Aging accelerates the oxidation rate that roughly doubles for each 10°C (18°F) increase in roof membrane temperature. Oxidation (reaction with oxygen) is one of the primary chemical degradation mechanisms of roofing materials. VERSICO EXTREME TESTING - HEAT AGING ASTM Requirement Versiweld Requirement ASTM TEST 240°F 32 weeks 52 weeks' Versico 275°F Extreme Test N/A 13 weeks 'Comparable to 1,024 weeks (20 yrs) at 185°F for 6 hrs/day. • Test specimen is 1" by 4" piece of 45 -mil membrane unbacked, placed in a circulating hot-air oven. o Criterion - no visible cracks after bending aged test specimen around 0.25" -diameter mandrel. REVIEWED FOR CODE COMPLIANCE DEC 2 6 2013 City of Tukwila BUILDING DIVISION Xenon -Arc exposes the membrane samples to the combined effect of ultraviolet, visible and infrared radiation as well as ozone, heat and water spray, to greatly acclerate the effects of outdoor weathering. The radiation dose Is measured in kilojoules per square meter (kJ/m2) at 340 nm machine UV wavelength. The irradiance power of the xenon -arc lamp is measured in Watts per square meter (W/m2). VERSICO EXTREME TESTING - XENON -ARC VersiWeld Results ASTM TEST ASTM 06878 REQUIREMENT kJ/m2 at 340 nm 10,080 45 -MIL 60 -MIL 80 -MIL 17,640 20,160 27,720 o Test specimen is 2.75" by 5.5" piece of membrane, unbacked, weathering side facing arc lamp. o Criterion - no visible cracks viewed under 10x magnification while wrapped around 3" - diameter mandrel. Environmental Cycling subjects the membrane to repeated cycles of heat aging, hot-water immersion or acid fog followed by xenon -arc exposure. The acid fog accelerates acid etching that may occur from acid rain if the roof membrane is not resistant to acidic conditions. o ASTM requirement - none o Versico EXTREME test*: 10 days heat aging at 240°F (116°C) followed by o 5 days water immersion at 158°F (70°C) or with another specimen set o 5 eight-hour cycles in Kesternich sulfer dioxide chamber (sulfurous acid fog) followed by o 5040 kJ/m2 (2000 hrs at 0.70 W/m2 irradiance) xenon -arc exposure Test specimen is 2.75" by 5.5" piece of membrane with edges sealed. Criterion - after 3 complete cycles, test specimens shall remain flexible and not have any cracking under 10x magnification while wrapped around a 3" -diameter mandrel. CCK NOC&L DD QVa M M ddC V0 K Supplemental Approvals, Statements and Characteristics: 1. VersiWeld TPO meets or exceeds the requirements of ASTM D6878 Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing. 2. Radiative Properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. Test Method White Tan Gray TPO TPO TPO ENERGY STAR Initial solar reflectance Solar Spectrum 0.87 0.68 N/A Reflectometer ENERGY STAR initial solar reflectance after 3 years Solar Spectrum 0.83 0.64 N/A Reflectometer (after cleaning) CRRC initial ASTM C1549 0.79 0.71 0.46 solar reflectance CRRC solar reflectance after 3 years ASTM C1549 0.70 0.64 0.43 (uncleaned) CRRC initial ASTM C1371 0.90 0.86 0.90 thermal emittance CRRC thermal emittance after 3 years ASTM C1371 0.86 0.87 0.88 (uncleaned) LEED thermal emittance ASTM E408 0.95 0.95 0.95 SRI (Solar Reflectance Index) ASTM E1980 110 88 55 Solar Reflectance Index (SRI) is calculated per ASTM E1980. The SRI is a measure of the roof's ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even take slightly negative values and particularly cool materials can even exceed 100. LEED INFORMATION Pre -consumer Recycled Content 10% Post -consumer Recycled Content Manufacturing Location(s) 0% Senatobla, MS Tooele, UT Solar Reflective Index 110 3. VersiWeld TPO membranes conform to requirements of the U.S.E.P.A. Toxic Leachate Test (40 CFR part 136) performed by an independent analytical laboratory, 4. VersiWeld reinforced TPO was tested for dynamic puncture resistance per ASTM D5635-04 using the most recently modified impact head. 45 -mil was watertight after an energy impact of 12.5 J (9.2 ft-Ibf) and 60 -mil was watertight after 22.5 J (16.6 ft-lbf). The 80 -mil product was watertight after an impact energy of 30.0 J (22.1 ft-lbf). REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 City off Tukwila BUILDING DIVISION ( OIIitintolsa 06.03.1.3 Gcta Guard EQaiaire MIDNETattao logo registered trademarks trademark comma giumeoaszsci trademark OM Mi. @Ea Building C Il qualification CocrOcial OWN, C� n 0uQ M dd v0 m G IE SOCOS MP -14 POLYOSO Overview MP -H is a rigid roof insulatio closed -cell polyisocyanurat side to fiber -reinforced face r Features and Ben REVIEWED FOR COC`El';OM L!.4NC:E • FPO panel (44,P s ;foam core bonded on each DEC 2 6 2013 O fits City of RAMIS 'WILDING DIVISIOTT U MP -H polyiso Insulation provtaes-rrre-rtrgtrest-R-va1ue per inch of commercially available insulation products • Environmentally friendly construction with 0% ozone- depleting components and CFC free O Approved for direct application to steel decks Panel Characteristics G Available in 4' x 4' (1220 mm x 1220 mm) and 4'x 8' (1220 mm x 2440 mm) panels in thickness of 1" (25 mm) to 4.0" (102 mm) O Available in two grades of compressive strengths per ASTM C1289 -05a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) VERS CQ ROOFING SYSTEMS PVLE C 11) PV Thickness (Inches) 1.00" (mm) 25 MP -H THERMAL VALUES LTTR R -Value* 6.00 Flute Spanability 2 5/8" 1.50" 38 9.00 4 3/8" 1.60" 41 9.60 4 3/8" 1.70" 43 10.30 4 3/8" 1.80" 10.90 4 3/8" 3.00" 3.10" 3.30" 3.50" 3.60" 3.70" 4.00" 76 79 84 89 91 94 102 18.50 19.10 20.40 21.70 22.40 23.00 25.00 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" Long-term Thermal Resistance Foam Core Values are based on ASTM C1289-06 and CAN/ULC S770 which provides for a 15 -year time weighted average. All PIMA members have adopted this advanced standard for R -values measurement as of 01/01/03. Applications G Constructions requiring UL Class A ratings • Single -Ply Roof Systems (Ballasted, Mechanically Attached, Fully Adhered) RE C I �/ E D CITY OF TUKWILA Installation DEC 2 3 2013 BALLASTED SINGLE -PLY SYSTEMS PERMIT CENTER Each MP -H panel is loosely laid on the roof deck. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE -PLY SYSTEMS Each MP -H panel must be secured to the roof deck with fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. ‘,3- 0395 A SINGLE SOURCE FOR SINGLE -PLY ROOFING Verslco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com C© n a 0 C Q d D Q U Q MULL 0 �l FULLY ADHERED SINGLE -PLY SYSTEMS Each 4' x 4' MP -H panel may be secured to an approved substrate with fasteners and plates (appropriate to deck type) or adhered with Versico's DASHTM Adhesive. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to manufacturer's specifications. MP -H 4' x 8' panels must be secured to an approved substrate using Versico fasteners and plates (appropriate to deck type). MP -H Codes and Compliances o ASTM C1289-06, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) o International Building Code (IBC) Section 2603 NOTE: Please be aware the Federal Specification HH-I-1972/GEN has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-10118,01 Underwriters Laboratories, Inc. o Component of Class A Roof Systems (UL 790) o Hourly Rated P series roof assemblies (UL 263) P 225, 230, 259, 302, 303, 508, 510, 514, 519, 701, 710, 713, 717, 718, 719, 720, 722, 723, 727, 728, 729, 730, 732, 734, 735, 739, 741, 742, 743, 818, 819, 824, 827, 828 o Insulated metal deck assemblies.--(UL-1256) TYPICAL PROPERTIES AND CHARACTERISTICS Property Test Method Value Compressive ASTM D1621 20 psi• minimum Strength ASTM 1289-06 (138 kPa, Grade 2) Dimensional ASTM D2126 2% linear change Stability (7 days) Moisture Vapor ASTM E96 < 1 perm Transmission 12.10 (57.5 ng/(Paosom,)) Water Absorption ASTM C209 Service Temperature < 1% volume -100°F to 250°F -73°C to 122°C 'Also available in 25 psi minimum, Grade 3 Typical properties and characteristics are based on samples tested and are not guaranteed for all samples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. Warnings and Limitations Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof -covering material. Versico will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the jobsite or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Versico for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof Insulation. Other Polyiso Products by Versico (nos. 120, 123, 292) REVIEWED FOR ° ° H -Shield classified by ULC CODE COMPLIANCE APPROVED D o R18846 DEC 2 6 2013 Factory Mutual Research' 0 0 0 0 City 0g Tukwila ° o FM Class 1 approval for steel roar-:r:'e KONGIEWISION (FM 4450) o FM 4470 o (Subject to the conditions of approval described in Roofnay.com) o FLORIDA BUILDING CODE APPROVAL FL#1296 o MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-1018,01 SECURSHIELD POLVISO BONDED TO COATED GLASS FACER MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HWF POLYISO BONDED TO WOOD FIBERBOARD MP-HNB POLYISO BONDED TO ORIENTED STRAND BOARD TAPERED MP -HCG POLYISO BONDED TO COATED GLASS FACER TAPERED MP -H TAPERED POLVISO TAPERED MP-HWF TAPERED POLVISO BONDED TO WOOD FIBERBOARD Foamed plastic as roof deck construction material with resistance to an internal fire exposure only for use in construction no.(s) 120 and 123. See UL Directory of Products Certified for Canada and UL Roofing Materials and Systems Directory. 99DL. PI 'tyMark' The Certified LTTR-value alLOlS 411 trademark logo qualificat op trademarks CIAMItila on tooa6y � Itgtefaalla BELIE C©q 3_ loo VersiWeld (TIP®) Mechanically -Attached oofing System Underwriters Laboratories Approvals Membrane Type: .045" or .060" VersiWeld Standard Reinforced Membrane (White, Gray or Tan) .045" or .060" VersiWeld HS Reinforced Membrane (White, Gray or Tan) .072" or .080" VersiWeld Plus Reinforced Membrane (White. Gray or Tan) UL Class "B" Deck Type Insulation (1) Thickness Maximum Slope VersiWeld Standard or Plus VersiWeld HS Combustible (2)(3) Polyisocyanurate (on Page 1) over Versico FR Base Sheet or G2 Base Sheet (4) 1-1/2" Min./ Base Sheet 1/2" 1" Recovery Board/Polyisocyanurate over Versico FR Base Sheet or G2 Base Sheet (4) 1/2"/1" Min./ Base Sheet 1" 1" Recovery Board/ Versico FR Base Sheet or G2 Base Sheet (4) l" Min./Base Sheet 1" 1" One Layer Versico FR Base Sheet or Atlas FR -50 Slip Sheet One Layer Versico FR Base Sheet or Atlas FR -50 Slip Sheet over minimum Class C Smooth BUR, mineral cap sheet or Modified Bitumen One Layer of Base Sheet 1/2„ 1/2„ UL Class "C" Combustible Polyisocyanurate listed on Page 1 2" Min. Unlimited Unlimited s -I gI iii ig e_ame Non -Combustible or Combustible None – Direct to min. UL Class C rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet Modified Bitumen or approved single -ply to remain N/A 1/2" 1/2" Versico FR Base Sheet, G2 Base Sheet (4), Atlas FR -10 Slip Sheet or Elk Versashield Slip Sheet over existing min. UL Class "C" rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet, Modified Bitumen or approved single -ply to remain Base Sheet 1/2" 3/4" Tenneco Amocor PB6 Fan -Folded Extruded Polystyrene over Existing Smooth or Gravel Surfaced Asphalt BUR (gravel maintained at 400 lbs/sq.), mineral cap sheet or Modified Bitumen 3/8" Min. -- - ',,:_ VI*WED ®� l , o . U ll. "DEC A—� lldED F O L A 0-1) V E 0 61/13 Versico FR Base Sheet, Atlas FR -10 Slip Sheet or Elk Versashield over Pactiv Amocor PB6 Fan- Folded Extruded Polystyrene over Existing Gravel Surfaced Asphalt BUR (gravel can be removed) or Mineral Cap Sheet Base Sheet/ 3/8" Min. Max. 3/4" DOW Styrofoam over existing gravel surfaced BUR (gravel maintained) (5) 3/4" Max. N/A cit r 69 l�LJ LD 1-1/2 o Tu j ��Q� Max. 1" DuraPink over minimum Class C smooth or gravel surface (gravel maintained) BUR, mineral cap sheet or Modified Bitumen Max. 1" Notes: (1) When multiple insulation layers are listed (i.e., Recovery Board/Polyiso), the insulation listed first (Recovery Board) is directly under the membrane. Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck. Combustible deck ratings can be used on non-combustible decks. Acceptable G2 base sheets can be one of the following; Celotex Type G2 Vaporbar GB, GAF Gafglas No. Glasbase, Owens Corning Perma Ply No. 28 or Tamko Glass Base. Versico FR Base Sheet may also be used Assembly acceptable for white VersiWeld membrane only. (2) (3) (4) (5) 602209 VersiWeld Codes k`l- 75 Base Sheet, Manville • RECEIVED COTV OF TUKWILA DEC 2 3 2093 PERMIT CE2NTER June 25, 2014 Steve Nelson Segale Properties PO Box 88028 Tukwila, WA 98138 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Permit Number D13-0385 Segale Properties —18255 Segale Park Dr B Dear Mr. Nelson, This letter is in response to your written request for an extension to Permit D13-0385. The Interim Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 31, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, r Jennif Mars all Perriiit echni ian File: Permit No. D13-0385 WAPermit Center\Extension Letters\Permits\2013\D13-0385 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ) G.E 1. Aa P .\. ..- _ A LIMITED LIABILITY COMPANY COMMERCIAL • INDUSTRIAL •• AGRICULTURAL • NATURAL RESOURCES June 17, .2014 Attn: Tukwila Building Official 6300 Southcenter Boulevard; Suite 100 Tukwila, WA 98188 CiTy of IVEb u JUN ����� 18 ?414 PERMIT CENTER Re: Permit No.: D13-0385 (SEGALE PROPERTIES 18255 Segale Park Drive B) Dear Building Official: I would like to request an extension for roof Permit Number: D13-0385 for Building 771. It is currently set to expire on July 5, 2014. The re -roof project began on June 9, 2014 and should be completed by August 1, 2014, weather permitting. Thank you for your consideration in this matter. Very truly yours, SEGALE PROPERTIES, LLC Steven R. Nelson Project Manager sm SfIrrN y - 0L -To & G131) PO BOX 88028 ° TUKWILA, WA 98138 ° 5911 SEGALE PARK DRIVE C ° TUKWILA, WA 98188 P 206.575.2000 ° F 2 0 6. 5 7 5. 1 8 3 7 ° www.segaleproperties.com 6/2/2014 City of Tukwila Department of Community Development STEVE NELSON PO BOX 88028 TUKWILA, WA 98138 RE: Permit No. D13-0385 SEGALE PROPERTIES 18255 SEGALE PARK DR B Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/5/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/5/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Je Pe' Marshall echnician File No: D13-0385 6300 Southcenter Boulevard Suite 11100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7/1/2014 City of Tukwila Department of Community Development STEVE NELSON PO BOX 88028 TUKWILA, WA 98138 RE: Permit No. D13-0385 SEGALE PROPERTIES 18255 SEGALE PARK DR B Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/31/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/31/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, <1)Acg Bill Rambo Permit Technician File No: D13-0385 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0385 DATE: 12/23/13 PROJECT NAME: SEGALE PROPERTIES SITE ADDRESS: 18255 SEGALE PARK DR B X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n I PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/24/13 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 01/21/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SEGALE PROPERITIES LLC 0 Washington State Department of Labor & Industries Page 1 of 2 SEGALE PROPERITIES LLC Owner or tradesperson SEGALE, MARIO A Principals SEGALE, MARIO A MARIO SEGALE Doing business as SEGALE PROPERITIES LLC WA UBI No. 602 023 533 PO BOX 88028 TUKWILA, WA98138-2028 206-575-2000 KING, County Business type Limited Liability Company Governing persons DEVELOPMENTMETRO LAND 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. SEGALPL902CQ Effective — expiration 02/18/2010 — 04/01/2014 Bond SAFECO INS CO OF AM Bond account no. 6115146 Received by L&I 03/28/2002 Insurance Alaska National Insurance Co Policy no. 13DLS31006 Received by L&I 03/28/2013 Savings No savings accounts during the previous 6 year period. $12,000.00 Effective date 02/18/2010 $1,000,000.00 Effective date 04/01/2013 Expiration date 04/01/2014 httns://secure.lni.wa.2ov/verify/Detail.aspx?UBI=602023533&LIC=SEGALPL902CQ&SAW= 01/06/2014 CD 0 CV 3„IL3I\G STAT 0 0 0 C] 0 0 O O 111111.4/11111. 1266' 0 O 0 O 0 0 0 0 0 0 0 IIII� �lIlI 0 z EXISTING Sv1OKE. VENTS 0 0 0 0 0 STICS FLOOR AREA: 234,470 SQ FT ROOF AREA: 241,862 SQ FT GOOF \AATIVE f 0 CV REMOVE EXISTING BUILT—UP ROOFING. INSTALL NEW RIGID INSULATION (2 2") OVER EXISTING PLYWOOD ROOF DECK INSTALL NEW 60 MIL SINGLEPLY TPO ROOF MEMBRANE OVER INSULATION. 'OOF Scale: E 9 L A \ = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIIIF �IIIr 0 0 0 0 0 0 0 0 0 0 0 NOR- PROJECT LOCATION SEPARATE PERMIT REQUIRED FOR: I 'i4echanioal inlectdcal Plumbing (?as Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shalt be rnacjo to the scope of work without prior approval Tukwila Buildingn.of NOTE: Revisions will requirDivision. pin submittal and may include additional plan review fees, FILE COPY 8SPlaPermit No. 1 385 - Plan n review approval Is sine to errors and oml Ions, ikpriviai of construction documents does not authorize tit ,'i3letion of any adopted code or ordinance. Receipt of approved Field Copy, ed: City ©f lbkwila BUILDING DIVISION X05 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 6 2013 al( City of Tukwila BUILDING DIVISION VICINITY MAP NTS 0395 RECEIVED CITY OF TUKWILA DEC 2 3 2013 PERMIT CENTER D ODERTI ES Un INDUSTRIAL * COMMERCIAL * AGRICULTURAL * NATURAL RESOURCES aD rn N aD .0 . co co < O � N ^ I CO J ,0 c0 Y N • = X F— Q Q * Lt_ * c = J W a� ~ Y * Q LP N 0_ c) O LU • J LU 00 a (.7 Z O OWa CO LU — CO13- � WWW. SE GALEPROPERTIES. COM PROJECT NUMBER: X DRAWING NUMBER: SHEET: 1 1 OF: 1