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Permit D03-147 - MARKET TRENDS BUILDING - EXTERIOR SURFACE
D03 -147 Market Trends Building 375 Corporate Dr. So. Parcel No.: 2623049075 Address: 375 CORPORATE DR S TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: SGA CORPORATION Address: 6414 204TH STREET S.W. #200, LYNNWOOD, WA Contractor License No: SGACO * *084BS Expiration Date:01 /10/2004 DESCRIPTION OF WORK: ALL NEW EXTERIOR SURFACE Value of Construction: $ $45,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: VN Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MARKET TRENDS BUILDING 375 CORPORATE DR S, TUKW ILA, WA WELSTAD GLENN +WELSTAD DONNA 1016 28TH ST, TACOMA WA DAVID KEHLE 12720 GATEWAY DR, SUITE 116, TUKWILA, WA Public Works Activities: N N N N N N N N N N N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: Private: N N N ** Continued Next Page ** D03 -147 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 433 -8997 Phone: 206 778 -2191 D03 -147 06/18/2003 12/15/20 Fees Collected: $983.36 Uniform Building Code Edition: 1997 Occupancy per UBC: 0016 Size (Inches): 0 End Time: 0 c.y. Fill 0 c.y. End Time: Public: N Non - Profit: N Public: N Printed: 06 -18 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined th s 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 o regulating Signature: City of Tukwila Print NamS10 c Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 / Z _ Date: 6 U O O co o Ili I t [ O N u Date: w • } O g J tL < i • d Z = � Z E-- w • w U � O N O H W L I O -• w U= O ~ Z it does not presume to give authority to violate or cancel the provisions of any other state or local laws e performance of work. I am authorized to sign and obtain this development permit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03 -147 Printed: 06 -18 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049075 Address: 375 CORPORATE DR S TUKW Suite No: Tenant: MARKET TRENDS BUILDING PERMIT CONDITIONS Permit Number: DO3 -147 Status: ISSUED Applied Date: 05/15/2003 Issue Date: 06/18/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 - 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: Dryvit system installation subject to required findings in I.C.C. Evaluation Reports. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of th's permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating c• • ru performance of work. doc: Conditions Signature: Print Name: (Q 1 610A - D03-147 Date: ( ) Printed: 06 -18 -2003 SITE LOCATION Tenant Name: Property Owners Name: Mailing Address: CONTACT PERSON Name:_c.f.. Mailing Address: 7 0 l I rLte iilt c/ E -Mail Address: C/Jehle06Cc2/)t .+, t? Company Name: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** On v� Site Address: - 1 5 c rporrt t'e. l I Q,s/ Tr ob 14L-1 •/ Y GENERAL. CONTRACTOR INFORMATION 73 o.t r Day Telephone: (:70 (P - 4 a - e, cm i /Jove., poi 11(� a- cam w, . 98 /io8 City State Zip Fax Number:cAOt" -- 83i Mailing Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Da 4L 1 - C.ht l -."- Mailing Address: ) 7AO o f & 2j ] ). 60k k J /cg ,Ser - t c. bJA. City State Zip Contact Person: 7)(144- Day Telephone: dpi' - 4 3 - yqq 7 E-Mail Address: /1� ji( � P� ✓1P,E . C-O Fax Number: cAO( 23( ENGINEER OF RECORD -- All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: lapplications application (3.2003) 3/2003 Page 1 Building Permit No. Mechanical Permit No. King Co Assessor's Tax No.: 4 - - 16 -1)O Suite Number: Floor: New Tenant: .... Yes A'..No 1 vii. 4_ WA . X 13 J City State Zip City State Zip Day Telephone: Fax Number: BUIED `'" "� IIT ; I 4ORMh.. ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 45 , DU D Existing Building Valuation: $ " r " Scope of Work (please provide detailed information): AI) n -tea e -e io r ,sar . Will there be new rack storage? [] ..Yes .. No If "yes ", see Handout No. for requirements. 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 for 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 X.No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers g..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes Q ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applicatioia\permit application (3.2003) 3/2003 Provide All Building Areas in Square Footage Below Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC Floor 1 t D(4,2-- A N/A NIA f�l V - N V' lJ f3 C� '1`I � Floor ] 1, 0(02- N I A 8 c7 n 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUIED `'" "� IIT ; I 4ORMh.. ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 45 , DU D Existing Building Valuation: $ " r " Scope of Work (please provide detailed information): AI) n -tea e -e io r ,sar . Will there be new rack storage? [] ..Yes .. No If "yes ", see Handout No. for requirements. 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 for 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 X.No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers g..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes Q ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applicatioia\permit application (3.2003) 3/2003 Provide All Building Areas in Square Footage Below Page 2 `PUBLIC:WORKS PERMIT , INI , .,RMATION.- 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right - - way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ \applications \permit application (3 -2003) 312003 „ „ Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. 1- Iighline ❑ ...Renton Sewer District ❑ ...Tukwila 0... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: City Day Telephone: City State State Zip Zip , ........Y+ .a r j h. r+ b' ...... 9.4 �.'.. a .. ..�.. .... a. Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30-50 HP/1,750,000 BTU Appliance Vent Flood 50+ HP/1,750,000 BTU l-leat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind MECHANICAL PERMIT INFC MATION — 206-431 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement .... Commercial: New ....0 Replacement ....0 Fuel Type: Electric 0 Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION: NOTES -. Applicable to all permits in this application 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY TI-IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY e . P ' THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINIOW TORIZED AGENT: rr ' "0.3 Signature: �„��_ / Date: J j � D( rid -I` m Ee._, Day Telephone: c 0 6'' 43 r8ti`i7 Print Name: L � � 1 Mailing Address: /,,):7 K ati r i 1)(. 'jV l )t' )1(/ �: ,, o W,L uJA • D J City State "Lip Date Application Accepted: , 5 - /i -d3 Date Application Expires: /7 /5 Staff Initials: \applications \permit application (3-2003) 3/2003 Page 4 tiiL4' }in : Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049075 375 CORPORATE DR S TUKW MARKET TRENDS BUILDING R03 -00600 SKS 1165 ACCOUNT ITEM LIST: Description DAVID E. KEHLE ARCHITECT Check PLAN CHECK - NONRES Description 15551 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 385.61 Payment Date: 05/15/2003 02 :59 PM Balance: $597.75 Amount 385.61 Current Pmts 385.61 Total: 385.61 D03 -147 PENDING 05/15/2003 9704 05/15 971.6 TOTAL 335.61 . Printed: 05 -15 -2003 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DAVID E.KEHLE ARCHITECTS TRANSACTION LIST; Type Method Description Amount Parcel No.: 2623049075 Permit Number: D03 -147 Address: 375 CORPORATE DR S TUKW Status: APPROVED Suite No: Applied Date: 05/15/2003 Applicant: MARKET TRENDS BUILDING Issue Date: Receipt No.: R03 -00737 Payment Amount: 597.75 Initials: SKS Payment Date: 06/18/2003 09:37 AM User ID: 1165 Balance: $0.00 Payment Check 15609 RECEIPT BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 597.75 Account Code Current Pmts 593.25 4.50 Total: 597.75 9607 06 /'i 8 07i6 TOTAL 597.75 Printed: 06 -18 -2003 Pr. ect: Q - ...7. C ,� , J jf of Inspectjon , r i A. dre s: ..1rl...__ Special Instructions: �q !! R Phone � . . 1 - i Data ailed: X10 _ Date Wanted: ' '.. ar Requester: No z.Oc{ -4° 1($ --: oo ` 1 7 INSPECTIONAECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION _ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431 -3670 pproved`p� dupiicau c COMMENTS: Inspector 'Receipt No.: Correct ons re quir prior to approval. 04,_ ,i) Date: $ 47. ' A EINSPECTI FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southc ter Blvd., Suite 100. Call to schedule reinspection. Date: Project: ,, .r__ /v /.?� Type of Inspection: Type ct ti io -� n: G / / Address: 7 .✓ 'I / .. Spec - al nstructions: r S //)0fi .414... 'f Date Called: /' } '� (�' Date Wanted: 3 a.m. Requester: 0,-11- Phone No. / 22 El Approved per applicable codes. 'COMMENTS: Inspect • r 'Receipt No:: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Date: 0;t3-)y PER Date' / (266)431 Corrections required prior to approval. 147.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa gat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: ' ...,. AP ACM 40 adir. • ' 46 L /_ ,/i2s- - 0 ( 1 4 7 4AC /,,ke..? • 1 G 1 -60 # •• /nor i fi.fre-51.." 1- Zit -,46 e / P4 rii-- 'no? ‹ 19‘ 1644 (4 .„,, /' L c. i ,-) , T S erz-, e-‘4 r ,4 er :i / 7 ¶ Crh-l 44 . iVa % A •s,e , / ,6; 7'.> a... /"-e-9 4 L2 -. • 15 ec,-/ /v 4 /9";-2-1 , € .:sa i /r ef ig-)-,Ii.-- .)---- . • , INSPECTION NO. Ej Approved per applicable codes. Inspector Receipt No.: INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project; Address: c ss. Speeral Instructions: ype of InspesiLon: ate Called: Date Wanted: Requester: :-.)ne No: Corrections required prior to approval. Date: El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date! Pro'ect: ..11 " 4 IT Type of Inspect'o Address: .� �` pate Called: Special Instructions: Date Wanted: r 0 - p.m. Phone o: �l — - 0 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: Date: El Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project;; '''Z' , / Type of lns ectio : Address: °{� J / S Date Called: fi -- _'75 Special Instructions: Date Wanted: /p - 4 3 am p.m. Requester: / ,,� A4 -- 'c. 7 '/ Phone No: INSPECTION NO. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iunorv, Woo \ Cow\ ? \ -P4f Date: (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr ct: m e e,( //� L Type of Inspection: a /AL j17,s /L(. Date Called: f' - l Address: 37< &)/1 A s Special Instructions: Date W nted: ` 9 r2c ? 3 (a.m. p. 'Tr Requester: Pho e•No: (1=2 Ufa '7//' - a0 7 COMMENTS: Inspect Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - E"G S+ C 0 ke Date: Approved per applicable codes. Corrections required prior to approval. Date: (266)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ,� j Type of Inspection: ' 0.42xicti-7oll Da . Called: , .. & ::7S 0? A. , r• Air— IL »a 0 Special Instruc '13"ns: Date Wanted: • equester Ph e N ( L 77IR 71R O77 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 'Receipt No.: INSPECTION RECORD Retain a copy with permit rrauv\rr 0 Mr) r\ OD3 I L/-7 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ce. P oject: �.Qi L Cca�t S Type of Inspection: /� 7.[ 2..�1J, • dress ,L•, ! ate Called: (S _ pecial Instruction . Date Wante / 1,0-3 m. .m. Requester ( Phone No: f 2 OC.e ( t� COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ cow /i e.d( ( — d D /We eceipt No.: ..s Date: u Date: PERMIT NO. 4 06)431-3670 ,'(Approved per applicable codes. 0 Corrections required prior to approval. Inspec 7.00 REINSPECTION FEE REQUIRED rior to inspection, fee must be ,� paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. 'tllydlJCt1�{1�Nn' • Project: Type of Inspection: �/t (( r • /L 4 � r ...- -- X. Q E� A dress: Date Cal ect: Special Instructions: Date Wanted: � J� ��� a.m Requester D( P one o: t ; -00 77 6 A► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. COMMENTS: S n SI c e -U3 coe‘o -e Inspector ' \? El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ' INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Date: e71.9 0 Date: `. 7 PERMIT N Pr nit:a �% ,/ 1 ,� Type of Ins onj -CA94 A ' • ress: _/. / . 1 - Date Called: • 1 ( Special I strut ions ' Date Wanted: (0 / p.m. Requester j � Gie - _Wag, Pn D 71 6077 COMMENTS: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Date: • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Corrections required prior to approval. r tSCr)GS ?C. � +n3 f - '�-Iln�v 4955 k, ��� . user vt (�f�n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter_Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r rrl C") om --4m H =< xm N O O O 03NI s is Xf»1 NXS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r .W, 1 ].2/02/2003 16:01 FAX + SGA Corp CitJ002 Page 14 of 24 ER -3850 Completion Date: 10/3/03 THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW: _YES CONFORMS TO SYNERGY, INC.'s RECOMMENDED INSTALLATION PRACTICES AND SECTION (S) 2.1.3.2 OF ICBO ES, INC., EVALUATION REPORT ER - ... Address of Structure: Product Component Names: 375 Corporate Drive South Adhesive(s) /A Tukwila, WA 98188 Fasteners (mech)WINDLOCK Base Coat ALPHA BASE Reinforcing Fabric FLEXGUARD 4 Finish Coat(s) SENERGY FINE FINISH_ INSTALLATION CONFORMS A. Substrate Type and Tolerance _ YES _ B. EIFS 1. Adhesive and /or Fasteners _ YES _ 2. Insulation YES 3. Reinforcing Fabric _ YES 4. Base Coat _YES 5. Finish _ YES_ 6. Weather - resistive Barrier YES C. The Information entered above Is offered in testimony that the EIFS installation conforms with the EIFS manufacturer's Installation methods and procedures, and the EIFS manufacturer's ES report. NOTE: An installation card shall be received from the Sealant Installer indicating that the sealant Installation conforms with the EIFS evaluation report and sealant manufacturer's installation methods and procedures must accompany this declaration, EIFS Contractor Company Name and Address: VERTECS CORPORATION 14700 NE 95 ST Suite 201 REDMOND, WA 98052 Signature of Responsible Officer: r Typed Name and Title of Officer: /' LE RUDKI - ESTIMATOR /PROJECT MANAGER Telephone Number: (425 )_885.19•. <` , cc: Original: Copy: Building Department EIFS Manufacturer (VERTECS CORPORATION) FIGURE 3 (Must be submitted with sealant (Installer declaration.) PM . MEMO SALES To. Russ Wilson, Vertecs Corporation k- w From: Tim Spencer U Date: 10/14/03 v o cc: Kelly Carnahan, Salmon Bay Sand & Gravel w Lu Re: Senergy Senturion I submittal information N LL in 2 Russ, per our conversation this afternoon, please find the following technical information attached; u. Q • Senturion I system submittal sheet #1022479 = a Ill H = z F • Senturion I system short Form Specification #1017565 I-- o z • ICBO ES Report #3850 2 Additional information, such as viewable details if necessary, may be found on our website www.senerqy.cc. o On February 1, 2003, ICBO Evaluation Service (ICBO ES) formally joined with the National Evaluation Service, BOCAI evaluation 0 services, and SBCCI PST & ESI in the new ICC Evaluation Service, Inc. (ICC -ES). This is why some reports are listed as ES while U others are listed as NES. z w U= o I- Please let me know if you have any additional needs or questions. Regards; Tim Vertecs memo 10 -13 -03 Construction Chemicals degusso, z k S'energy Senturion" I Wall System Water - managed, mechanically attached Class PB EIFS incorporating a secondary moisture barrier and weep screed Uses For exterior walls in new and retrofit light commercial and residential wood frame construction within defined geoclimatic zones when a water - managed EIFS is desired or required to satisfy code issues related to drainage, and where high wind load capacity is not a design consideration. Features ■ ■ ■ ■ Water- managed design. Unlimited colors, textures, details and shapes. Exterior insulation. 100% Acrylic, reinforced base coats. II 100% Acrylic finish coats. Benefits ■ ■ ■ ■ Sheathing Moisture Protection Barrier Mechanical Fastener Senerflex Insulation Board Senergy Base Coat Flexguard Reinforcing Mesh Senergy Base Coat Senergy Finish Coat Flashing or Starter Track Drains incidental moisture to the exterior. Support design freedom; create details that would be impossible or cost prohibitive with other claddings. Reduces energy costs. Produce a weather - resistant barrier; provide crack resistance. I Resist fading and abrasion; offer options for added dirt/mildew resistance. degussa. SUBMITTAL SHEET 1022479 Description Senturion I Wall System is a water - managed Class PB EIFS that includes a secondary moisture barrier to protect sheathing. The system offers design flexibility, aesthetic appeal and energy savings. Integrated system components include EPS insulation board, mechanical attachments, reinforced base coat and 100% acrylic polymer finish. Apply the system over an approved secondary moisture barrier that has been installed over approved sheathings; exposure I or exterior plywood; exposure I OSB; PermaBase brand cement -board (or other ASTM C1325 approved cement - boards); poured concrete/ unit masonry; Aqua -Tough underlayment; Dens -Glass Gold sheathing (ASTM C1177); or gypsum sheathing (ASTM C79). Senturion Wall Systems have passed rigorous tests including Full -Scale Fire, Wind -Driven Rain, and Moisture Drainage. Finishes are available in a limitless color selection and offer performance enhancement options, including increased resistance to dirt pick -up and mildew. Senturion I Wall System features easy installation, proven durability and low maintenance. z cc W QQ � JU O 0 U) C3 CO ILI LU CD U. W g • -j u. N I- W z = ZI- W • W O • N to W W H r- U- O ..• z W ,N U = 0 z leek tuntkil Senturion" I Wall System Limitations Wind -load requirements may limit the use of this system. Use only for above ground vertical walls. Use high impact mesh for ground floor applications in high traffic areas. Consult the framing and sheathing manufacturer for design and application considerations. Directions General: Apply Senergy Senturion I Wall System materials in accordance with Senergy Senturion I Wall System Specifications. Attach Starter Track level and per manufacturer's instructions and Senergy typical details, Ensure secondary moisture protection barrier overlaps on top of flange of the starter track and is installed in accordance to manufacturer's specifications and complies with code requirements. Install insulation boards horizontally, butting edges tightly, staggering vertical joints, attaching using approved mechanical fasteners in accordance with current Senturion Wall System Methods of Attachment technical bulletin and to meet local design criteria. Fill gaps between insulation boards with slivers of insulation board. Embed FLEXGUARD Reinforcing Mesh in wet Senergy Base Coat so that no Reinforcing Mesh color is visible. Double layers of mesh must be applied at all inside and outside corners. Window corners also require secondary reinforcement as per details. Apply multiple layers of Reinforcing Mesh and Base Coat where required for added impact resistance. Apply Senergy Coatings into sealant joints after Base Coat has dried. [Apply Senergy TINTED PRIMER to dry Base Coat Reinforcing Mesh.] Apply Senergy Finish Coat to match the specified Finish type, texture and color when Primer and/or Base Coat are dry. System Specifications To perform in the expected manner, the System must be applied according to Senergy specifications, using only the listed and approved materials and components. Components Senturion I Wall System is comprised of Senergy Base Coat, an expanded polystyrene insulation board conforming to Senergy Specifications, FLEXGUARD Reinforcing Mesh and a textured Finish from Senergy. Optional TINTED PRIMER can enhance appearance and performance. The system is applied over the following approved substrates: exposure 1 or exterior grade plywood sheathing (Grade C -D or better); exposure 1 OSB; PermaBase cement board or other cement boards conforming with ASTM C1325; poured concrete /unit masonry; Dens -Glass Gold sheathing (ASTM C1177); Aqua -Tough underlayment; or gypsum sheathing (ASTM C79). Special Shapes Used to enhance design aesthetics such as moldings, cornices, quoins, ogees, etc., these can be integrated into the system. They must be reinforced with Senergy Base Coat and Reinforcing Mesh prior to application of the TINTED PRIMER and Finish. Design Considerations Maximum allowable deflection L/240, based on stud properties only. The design wind -load shall not exceed the system's allowable wind -load as stated in applicable code reports. Details shall conform with Senergy's recommendations and shall be consistent with the project requirements. Expansion joints are required in the system where they exist in the substrate, where the system adjoins dissimilar construction, and at floor lines in multilevel wood frame construction. System shall terminate at expansion joints. Sealant joints shall be detailed and installed per sealant manufacturer's recommendations. A minimum 6:12 slope is required on all horizontal surfaces greater than 1 ". Backer rod, sealant and flashing are required at door and window openings. Technical Support Consult the Senergy Technical Department for specific recommendations concerning all other applications. Consult the Senergy website, www.senergy.cc, for additional information about products and systems and for updated literature. Product Data - Sizes and Packaging SENERWRAP 4 is available in 10.2 cm x 45 m (4" x 100) rolls, and SENERWRAP 9 is available in 22.9 cm x 45 m (9" x 100') rolls. SENERFLASH 4 is available in 10.2 cm x 45 m (4" x 100') rolls, and SENERFLASH 9 is available in 22.9 cm x 45 m (9" x 100') rolls. Senergy FLASHING PRIMER is packaged in 19 -liter (5- gallon) pails and 3.8 liter (1- gallon) bottles. Coverage varies depending upon substrate. Expanded Polystyrene Insulation Board, 0.6 m x 1.22 m (2' x 4'), minimum density of 14.41 k/m (0.9 Iblft and thickness minimum 25 mm (1 ") meeting Senergy Specifications or Polyisocyanurate Insulation Board, 1.22 m x 2.44 m, 1.22 m x 2.74 m (4' x 8', 4' x 9'), nominal density 32kg/m (2 lbs /ft ); 25.4, 38.1, or 50.8 mm (1", 1.5", or 2 ") thickness as indicated on drawings; meeting Senergy Specifications. Approximate coverage rate for NC -II BASE to embed FLEXGUARD 4 is 13.9 m (150 ft per 27.2 -kg, 19 -liter (60- pound, 5- gallon) pail. r OA 4w4 Senturion'M I Wall System Approximate coverage rate for STANDARD Base Coat, XTRA -STOP Base Coat, and ALPHA Base Coat to embed FLEXGUARD 4 is 26 m (280 ft per 27.2 -kg, 19 -liter (60- pound, 5- gallon) pail. Approximate coverage rate for ALPHA GENIE Base Coat to embed FLEXGUARD 4 is 28 m (320 ft per 27.2 -kg, 19 -liter (60- pound, 5- gallon) pail. Approximate coverage rate for ALPHA DRY Base Coat to embed FLEXGUARD 4 is 11.1 m (120 ft per 22.6 -kg (50- pound) bag. FLEXGUARD 4, standard reinforcing mesh at approximately 4.5 oz/yd is available in 965 mm x 45.7 m (38" x 150') rolls. For wall system areas not expected to receive abnormal traffic or abuse. FLEXGUARD 6, standard weight reinforcing mesh at approximately 5.6 oz/yd is available in 965 mm x 45.7 m (38" x 150') rolls. For wall system areas not expected to receive abnormal traffic or abuse. FLEXGUARD 12, intermediate weight reinforcing mesh at approximately 11 oz/yd is available in 965 mm x 22.8 m (38" x 75') rolls. For use either alone or with FLEXGUARD 4 or 6 to provide added impact resistance at specific areas such as around doors and walkways. FLEXGUARD 15, medium -heavy weight reinforcing mesh at approximately 15 oz/yd is available in 965 mm x 22.8 m (38" x 75') rolls. For areas expected to receive traffic and abuse. FLEXGUARD 20, heavyweight reinforcing mesh at approximately 20 oz/yd is available in 990 mm x 22.8 m (39" x 75') rolls. For areas expected to receive a high degree of traffic and abuse. CORNER GRID, intermediate - weight mesh at approximately 9.1 oz/yd for use at exterior corners, is available in 241 mm x 45.7 m (9" x 150') rolls. Approximate coverage rate for Senergy TINTED PRIMER is 69.6 -116.1 m (750 -1,250 ft ) per 24.9-kg, 19-liter (55- pound, 5- gallon) pail. SENERFLEX and SILCOATt Finishes are packaged in 31.7-kg, 19-liter (70- pound, 5- gallon) pails. Approximate coverages per pail for various textures are: CLASSIC -13 m (140 ft BELGIAN LACE - 14.8 m (160 ft FINE -14.8 m (160 ft SAHARA -11.1 m (120 ft COARSE - 8.3 m (90 ft TEXTURE - coverage varies depending upon application. Storage Store material in a cool, dry place. Avoid direct sunlight. Maintain temperature above 4 °C (40 °F) (10 °C /50 °F for AURORA TC -100, AURORA STONE and BOREALIS Finishes). Health and Safety Follow good safety and industrial hygiene practices during handling and installing products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation. Submittal Approvals: Job Name Contractor Date Distributor Senergy, LLC 2002 Residential Policy On one and two-family residential framed construction, Senergy requires that the wall system selected be one that includes provisions for management of incidental moisture. The choices include Senturion° line of water managed EIFS, commercial Senerfexa Wall Systems integrating moisture management features, Senergy One -Coat Stucco System, and Senergy Cement - Board" Stucco Systems. Senergy Exterior Surfacing Systems for Insulating concrete forms are also acceptable. There are no exceptions to this policy. Under no circumstances will Senergy warrant the use of any other system on this type of construction without expressed written permission from Senergy. [Residential construction using EIFS on masonry (CMU) or poured concrete does not require the additional water management provisions described above.) See the Senergy Residential Policy Bulletin for a more detailed discussion of this topic. Consult Senergy Technical Services Department for specific recommendations concerning all other applications. Consult the Senergy web -site, www.senergy.cc for additional information about products and systems and for updated literature. Limited Warranty Every reasonable effort is made to apply Senergy exacting standards both in the manufacture of our products and in the information, which we issue concerning these products and their use. We warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products but also upon many factors beyond our control. Therefore, except for such replacement or refund SENERGY MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and Senergy shall have no other liability with respect thereto, including any liability for incidental or consequential damages. Any claim regarding product detect must be received In writing within thirty days (30) of the date of discovery or one (1) year from the date of shipment which ever is less. No claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in printed recommendations concerning the use of our products must bear the signature of the Senergy Technical Manager. Other warranties may be available from Senergy; however, this warranty shall apply in the absence of any other written warranty signed by an authorized representative of Senergy. Senergy, LLC 3550 St. Johns Bluff Road South Jacksonville, FL 32244.2614 Phone 800.589.1336 Fax 904.996.6041 www.senergy.cc • Senergy° Senturion® I Wall System Water- managed, mechanically attached Class PB EIFS incorporating a secondary moisture barrier and weep screed INTRODUCTION This document is a short summary specification that provides preliminary information for the Senturion I Wall System. An expanded system specification is available on the Senergy website, on the Electronic Architectural Binder CD-ROM, or by calling or writing Senergy. The expanded system specification enables the design professional to select or delete sections to suite the project requirements. The specification should be used in conjunction with Senergy typical details, product and technical bulletins, etc. This specification refers to applications of the Senturion I Wall System to the following substrates: exposure 1 or exterior plywood; expo- sure 1 OSB; PermaBase cement board; Wonder Board cement board; Durock cement board; Plycem cement board; Harditex cement board; Eterspan cement board; poured concrete /unit masonry; Aqua -Tough underlayment; Dens -Glass Gold sheathing (ASTM C 1177); or gypsum sheathing (ASTM C 79). TECHNICAL SUPPORT Consult Senergy Technical Services Department for specific recommendations concerning all other applications. Consult the Senergy web -site, www.senergy.cc, for additional information about products and systems and for updated literature. PART 1- GENERAL PART 2 • PRODUCTS 2.01 MANUFACTURERS Senergy Senturion I Wall System (Class PB System) manufactured by Senergy. 2.02 MATERIALS A. Senerflex Base Coats: 1. [NC -II Base: 100% acrylic polymer - based. Non - cementitious base coat; manufactured by Senergy.] SPECIFICATION 1017565 1.01 SECTION INCLUDES Senergy Senturion I Wall System: Composite wall exterior insulation and finish system consisting of a rigid insulation board, mechanical fasteners, Base Coat, Reinforcing Mesh, and Finish Coat. 1.02 RELATED SECTIONS Products installed, but not supplied under this section: concrete substrate; masonry substrate; cold formed metal framing; wood framing; vapor retarders; air barriers;sheet metal flashing and trim; perimeter flashing; flexible flashing; sealants; metal support systems and gypsum board. 1.03 SUBMITTALS Submit submittal sheet on Senergy Senturion I Wall System components, shop drawings, and system manufacturer's certificate of approval of applicator. 1.04 QUALITY ASSURANCE MEASURES A. Manufacturer more than ten years in the EIFS industry with more than 1000 completed projects. B. Applicator. approved by Senergy in performing work of this section. C. Regulatory requirements: conform to applicable code requirement for finish system. D. Field samples 1. Construct one field sample panel for each color and texture, illustrating method of attachment, surface finish, color and texture, prepared using the same tools and techniques to be used for the actual application. 2. Locate sample panel where directed. 1.05 DELIVERY, STORAGE, HANDLING AND SITE CONDITIONS Comply with manufacturer's recommendations regarding environmental conditions for its materials. 1.06 SEQUENCING AND SCHEDULING A. Coordinate and schedule installation of Senergy Senturion I Wall System with related work of other sections. B. Coordinate and schedule installation of trim, flashing, secondary moisture barrier and joint sealers to prevent water infiltration behind the system. 1.07 WARRANTY A. Provide Senergy standard five -year materials replacement warranty for Senergy Senturion I Wall System installations under provisions of Section [01700] (01740][ ]. B. Provide Senergy standard one -year materials and labor moisture drainage warranty for Senergy Senturion I Wall System installations under provisions of Section [01700] [01740][1. C. Comply with Senergy project review requirements and notification procedures to assure qualification for warranty. Senturion® 1 Wall System 2. [[STANDARD] [ALPHA] Base Coat: 100% acrylic base coat, field -mixed with Portland cement; manufactured by Senergy.] 3. [ALPHA DRY Base Coat: dry-mix base coat containing Portland cement; manufactured by Senergy.] 4. [XTRA -STOP Base Coat: 100% acrylic, waterproof base coat, field -mixed with Portland cement manufactured by Senergy.] 5. [ALPHA GENIE Base Coat: fiber- reinforced, 100% acrylic base coat, field mixed with Portland cement; manufactured by Senergy.] B. [Portland cement: conform to ASTM C150, Type I, II, or I /11, grey or white ; fresh and free of lumps.] C. Water: clean and potable without foreign matter. E. Insulation Board: [expanded polystyrene in compliance with Senergy specifications] - OR- [Senturion III -QR polyisocyanurate insulation board (Thermax Quik -R by Celotex) (Stucco Shield II by Atlas Roofing Corporation). Nominal density: 32 kg /m (2Ibs /ft 25.4, 38.1 or 50.8 mm (1 ", 1.5" or 2 ") thickness as indicated on drawings. F. Fastener system appropriate for application and substrate, as recommended by Senergy. Temporary fasteners: galvanized nails or building staples. G. FLEXGUARD Reinforcing Mesh to achieve the desired impact resistance, noting locations where greater than standard impact resistance is required. H. [TINTED PRIMER: 100% acrylic -based primer; color [ ] to closely match the selected Senergy Finish Coat color; manufactured by Senergy.] I. Senergy Finish Coat: SENERFLEX 100% acrylic polymer Finish [CLASSIC] [FINE] [TEXTURE] [COARSE] [SAHARA] [BELGIAN LACE] [ENCAUSTO VERONA] BOREALIS] [AURORA TC -100] [AURORA STONE]; [SILCOAT®, siliconized acrylic emulsion finish]. Check product bulletins or expanded specifications for complete application instructions and for the use of Senergy Coatings for priming sealant joints and priming of the Base Coat in certain applications. Select Finish Coat color with a Tight reflective value (LRV) of 20% or higher. The use of dark colors (LVR Tess than 20 %) is not recommended with EIFS that incorporate expanded polystyrene (EPS). EPS has a sustained service temperature limitation of approximately 160 °F (71 °C). 2.03 ACCESSORIES A. Starter Track by Plastic Components, Inc. or equal, conforming to ASTM D1784 and C1063. B. Flexible Flashing - SENERWRAP: 30 -mil thick, self - sealing, self - healing rubberized asphalt membrane used with Senergy FLASHING PRIMER. PART 3 - EXECUTION 3.01 EXAMINATION A. Substrates 1. Acceptable substrates must be securely fastened per applicable building code requirements. . 2. Acceptable substrates and adjacent materials must be dry, clean and sound. Substrate surface must be flat, free of fins or planar irregularities greater than 6 mm in 3 m (1/4" in 10'). B. Flashings as per Senergy details, all flashing around windows, at deck attachments, utility penetrations, roof lines, etc. and kick out flashing must be properly installed prior to application of the Senturion Wall System. C. Verify that the secondary moisture protection barrier is installed over the substrate per applicable building code requirements, manufacturer's specifications and Senergy Senturion Wall System Details, prior to application of Senergy Senturion I System. 0. Unsatisfactory conditions shall be reported to the general contractor and /or builder and/or architect and /or owner. Do not proceed until all unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Protect all surrounding areas and surfaces from damage and staining during application of Senergy Senturion I Wall System. B. Protect finished work at end of each day to prevent water penetration. 3.03 MIXING No additives are permitted unless specified in product mixing instructions. Close containers when not in use. Prepare in container that is clean and free of foreign substances. Do not use a container which has contained or been cleaned with a petroleum based product. Clean tools with soap and water immediately after use. 3.04 APPLICATION General: Apply Senergy Senturion I Wall System materials in accordance with Senergy Senturion I WaII System Specifications. A. Attach Starter Track level and per manufacturer's instructions and Senergy Senturion I Wall System Details. Ensure secondary moisture protection barrier overlaps on top of flange of the starter track and is installed in accordance to manufacturer's specifications and complies with code requirements. B. Install Insulation Board horizontally butting edges tightly, staggering vertical joints and corners and attach securely with the appropriate fasteners. Fill gaps between insulation boards with slivers of insulation board. rw Senturion® I Wall System C. Senerflex Base Coat/Reinforcing Mesh: Base Coat shall be applied so as to achieve Reinforcing Mesh embedment with no Reinforcing Mesh color visible. Apply multiple layers of mesh and Base Coat where required for added impact resistance. D. Apply Senergy Coatings into sealant joints after Base Coat has dried. E. [Apply Senergy TINTED PRIMER to dry Base Coat/Reinforcing Mesh.] F. Apply Senergy Finish Coat to match the specified Finish type, texture and color when Primer and /or Base Coat are dry. 3.05 CLEANING A. Clean work under provisions of Section [01700] [1. B. Clean adjacent surfaces and remove excess material, droppings, and debris. 3.06 PROTECTION Protect finished work. �➢ Senergy, LLC 2002 Residential Policy On one and two-family residential framed construction, Senergy requires that the wall system selected be one that Includes provisions for management of incidental moisture. The choices include Sentunon'e line of water managed EIFS, commercial Senerflexe' Wall Systems integrating moisture management features, Senergy One -Coat Stucco System, and Senergy Cement- Boardru Stucco Systems. Senergy Exterior Surfacing Systems for insulating concrete forms are also acceptable. There are no exceptions to this policy. Under no circumstances will Senergy warrant the use of any other system on this type of construction without expressed written permission from Senergy. [Residential construction using EIFS on masonry (CMU) or poured concrete does not require the additional water management provisions described above.] See the Senergy Residential Policy Bulletin for a more detailed discussion of this topic. Consult Senergy Technical Services Department for specific recommendations concerning all other applications, Consult the Senergy web -site, www.senergy.cc for additional Information about products and systems and for updated literature. Limited Warranty Every reasonable effort is made to apply Senergy exacting standards both In the manufacture of our products and In the information, which we issue concerning these products and their use. We warrant our products to be of good quality and will replace or, at our election, refund the purchase pace of any products proved defective. Satisfactory results depend not only upon quality products but also upon many factors beyond our control. Therefore, except for such replacement or refund SENERGY MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and Senergy shall have no other liability with respect thereto, including any liability for incidental or consequential damages. Any claim regarding product defect must be received in writing within thirty days (30) of the date of discovery or one (1) year from the date of shipment which ever is less. No claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in printed recommendations concerning the use of our products must bear the signature of the Senergy Technical Manager. Other warranties may be available from Senergy; however, this warranty shall apply in the absence of any other written warranty signed by an authorized representative of Senergy. Senergy, LLC 3550 St. Johns Bluff Road South Jacksonville, FL 32224 -2614 Phone 800.589.1336 Fax 904.996.6041 www.senergy.cc ER -3850 I REPORT' Reissued August 1, 2001 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SENERFLEX AND SENERTHIK EXTERIOR INSULATION AND FINISH SYSTEMS SENERGY, LLC 3550 SAINT JOHNS BLUFF ROAD, SOUTH JACKSONVILLE, FLORIDA 32224 -2614 1.0 SUBJECT Senerflex and Senerthik Exterior Insulation and Finish Systems (EIFS). 2.0 DESCRIPTION 2.1 Senerflex Wall System: 2.1.1 General: The Senerflex exterior insulation and finish systems are exterior wall covering systems applied to exterior concrete or concrete masonry walls and to exterior framed walls with water - resistant core gypsum or wood -based sheathings, or portland cement plaster attached to steel or wood studs. The system components consist of an insulation board, adhesive or mechanical fasteners, polystyrene insulation board, a base coat, woven glass fiber reinforcing mesh and a finish coat. Insulation boards in the Senerflex EIFS are either mechanically attached or adhered. The Senerflex Wall System is an adhered system. The Senerflex Senturion Systems include the following mechanically attached systems: Secondary Barrier System (also identified as Senturion I), Senerflex Channeled Insulation System (also identified as Senturion II) and Senerflex CD System (also identified as Senturion III). The Senerflex EIFS, installed in accordance with this report, is permitted to be installed in combustible or noncombustible construction and in fire- resistive construction. The systems recognized in this report are permitted in the types of construction shown in Table 1. 2.1.2 Materials: 2.1.2.1 Substrates: 2.1.2.1.1 Concrete and Concrete Masonry: Concrete and concrete masonry substrates must comply with applicable sections of the applicable code. 2.1.2.1.2 Gypsum Sheathing: Gypsum sheathing must be water - resistant core, with minimum 1 / 2 -inch (12.7 mm) thickness (unless noted otherwise in this report), and must comply with ASTM C 79. 2.1.2.1.3 Structural Wood - based Sheathing: Wood - based sheathing must be exterior or Exposure 1 plywood complying with the 1997 Uniform Building Code (UBC) Standard 23 -2 or 23 -3. [For the 2000 International Building Code' (IBC) and the 2000 International Residential CodeTM (IRC), compliance is with USDOC PS -1 or PS -21; or Exposure 1 oriented strand board (OSB), complying with UBC Standard 23 -3 (IBC, IRC: USDOC PS -2); and must be a minimum of / inch (11.1 mm) thick unless noted otherwise. 2.1.2.2 Adhesive: Adhesives used to attach insulation board to substrates must be one of the materials described in Sections 2.1.2.2.1 through 2.1.2.2.3. 2.1.2.2.1 Senerflex Base Coat: Senerflex Base Coat is available as Standard Base Coat, Alpha Base Coat and Alpha Dry Base Coat. Senerflex Standard Base Coat and Senerflex Alpha Base Coat consist of acrylic polymer, graded sand and proprietary chemicals, packaged in 60- pound (27 kg) containers. The difference between the two products is the size of the aggregate. The products have a shelf life of one year when stored at temperatures of 40• F to 80• F (4.4• C to 26.7• C). To prepare for application, the base coat mix is agitated in a mixer, after which a Type I or Type I I portland cement complying with ASTM C 150 is added in small increments and mixed to a final volumetric ratio of 1:1. Water may be added to adjust workability. Alpha Dry Base Coat consists of a dry mix of acrylic polymer, graded sand, Type I or Type II portland cement complying with ASTM C 150, and proprietary chemicals. It is mixed in the field with 1 / gallons (5.7 L) of clean, potable water. The product has a shelf life of two years when unopened and stored at temperatures no lower than 40 °F (4.4 °C). No additional additives are permitted. The pot life of the mixture is the same as mortar (2 hours, maximum). Over wood -based sheathing, the Senerprime described in Section 2.1.2.7 is required over the sheathing prior to the adhesive application. 2.1.2.2.2 Senerquick Adhesive: Senerquick adhesive adheres insulation board to concrete or concrete masonry and to plywood OSB. Shelf life is one year when storage is at temperatures of 40• F to 80• F (4.4. C to 26.7• C). Senerquick is a water - reducible, translucent adhesive packaged in 5- gallon (18.9 L) pails. To prepare for application, the adhesive is mixed to a uniform consistency by means of a high -speed mixer. Water may be added for workability. No other additives are permitted. Pot life is similar to that of mortar. 2.1.2.2.3 NC - II: NC -II adhesive is a 100 percent acrylic polymer -based coating. The adhesive is supplied in 5- gallon (18.9 L) pails and has a shelf life of one year when stored at temperatures of 40. F to 80 F (4.4. C to 26.7• C). e REPORTS" are 1101 to be construed as representing resenting aest /letics or any other uttrdnm'.r not specifically addressed, nor are they to be c•o, tr,it d as an endorsement oo /'the subject al the report or a recommendation f o r its us, ..Ther e is no n arrotty by IC BO Evaluation Service. Inc., express or implied. as to uns'Jinding or other !nutter in this report, or as to any product covered by the report. Copyright © 2001 ANS/ Page 1 of 24 I 0411 WM Palle 2 of 24 To prepare for application, the adhesive is mixed with a high -speed mixer until a uniform, workable consistency is achieved. Water may be added for workability. No other additives are permitted. Pot life is similar to that of mortar. The adhesive is used for adhering insulation board to concrete, concrete masonry, water - resistant core gypsum sheathing or wood -based sheathing substrates. 2.1.2.3 Base Coats: 2.1.2.3.1 Senerflex Base Coat: Senerflex Base Coat is as described in Section 2.1.2.2.1. 2.1.2.3.2 NC - II Base Coat: NC - base coat is as described in Section 2.1.2.2.2. 2.1.2.4 Insulation Board: Insulation board is supplied as flat and channeled boards. The expanded polystyrene (EPS) board has a nominal density of 1 pound per cubic foot (16 kg /m and a flame - spread rating of 25 or less and a smoke - density rating not exceeding 450 when determined in accordance with UBC Standard 8 -1 (IBC, IRC: ASTM E 84). The flat boards are available in thicknesses ranging from 3 /, inch to 4 inches (19.1 mm to 102 mm). Thicknesses up to 13 inches (330 mm) are permitted in jurisdictions enforcing the IBC for installations of the adhered Senerflex Wall System. Channeled insulation boards are available in thicknesses ranging from 1 inches to 4 inches (38 mm to 102 mm). The vertical channels are 1 inch (31.7 mm) wide and 1 / 4 inch (6.4 mm) deep, and are spaced 1 / 2 inch (12.7 mm) apart. Boards must be stored flat and protected from direct sunlight. Acceptable suppliers of flat and channeled EPS insulation boards are: 1. Senergy. 2. Associated Foam Manufacturers Type WSG (PFC- 5680). 3. Falcon Type EWG (ER- 4059). 2.1.2.5 Reinforcing Mesh: Senergy reinforcing mesh is a balanced, open - weave, glass fiber of twisted multi -end strands spaced at 6 per inch (4.2 mm on center) each way and having a minimum weight of 4.2 ounces per square yard (142 g /m The glass fiber is alkali- resistant. The mesh must be stored in a dry location, protected from moisture exposure. 2.1.2.6 Finish Coat: Senerflex finish coat is a proprietary mixture of acrylic polymer, special chemicals and graded sand packaged in 70 -pound (31.8 kg) containers. Shelf life is two years when storage is at temperatures of 40.F to 80.1: (4.4. C to 26.7• C). To prepare for application, the finish coat is blended to homogeneous consistency with a high -speed mixer. 2.1.2.7 Senerprime: Senerprime is a 100 percent acrylic -based primer serving as an intermediary adhesion between wood -based sheathing substrates and Senerflex Base Coat used as adhesive for adhering insulation boards. The primer is supplied in 5- gallon (18.9 L) pails. Shelf life is one year when stored at temperatures of 40. F to 80• F (4.4• C to 26.7. C). The primer must be mixed thoroughly prior to use. 2.1.2.8 Weather resistive Barrier: A weather - resistive barrier is required for systems in Type V construction, Group R, Divisions 1 and 3, Occupancies (UBC), and in Type V, Groups R1, R2, R3 and R4, Occupancies (IBC, IRC). Two layers of Grade D kraft building paper complying with UBC Standard 14 -1, or one layer of Grade D paper with 60- minute water resistance, is required over wood -based sheathing in accordance with UBC Section 2506.4 or IBC Section 2510.6. The weather - resistive barrier must be placed over the sheathing and behind the insulation board. Application of the barrier must comply with UBC Section 1402.1, IBC Section 1404.2 or IRC Section R703.2. Specific weather- resistive barriers for use with the Senturion systems are noted in Sections 2.1.3.2. 2.1.2.9 Mechanical Fasteners: Wind Devil 2 fasteners manufactured by Wind -lock Corporation are polypropylene disks measuring 2 inches (51 mm) in diameter by 3 /, inch (19.1 mm) deep. Fasteners include WT1 to WT2 screws, for wood attachments, and ST1 to ST3 screws, for steel attachments. All fasteners must be corrosion - resistant. 2.1.2.10 Drainage Mat: Senergy drainage mat consists of fused, entangled, nonwoven nylon filament mat, weighing 4 oz. /yd (135 g /m 2.1.2.11 Drainage Track: Drainage track must be of rigid, exterior -grade polyvinyl chloride (PVC) material conforming to ASTM D 1784 and ASTM C 1036. The drainage track has minimum ' / inch - diameter (3.2 mm) drain holes spaced at 3 inches (76 mm) on center along the base, and a nominally 3- inch -high (76 mm) back flange. 2.1.2.12 Sealants: Sealants used with the system must be low modulus, complying with ASTM C 920. Compatible sealants recommended by Senergy include Dow 791, Dow 795, Dow 790, GE SilPruf, GE UltraPruf II and GE SilPruf LM. 2.1.2.13 Senergy ASAP: Senergy ASAP is a 100 percent acrylic -based coating designed for use in sealant joint conditions. For aesthetic conditions, ASAP is applied over the dry base coat at joints before the installation of the sealant system. Once ASAP is dry, the sealant system can then be installed. 2.1.3 Application: 2.1.3.1 Adhered System: Senerflex Wall System: The concrete, concrete masonry, gypsum board, gypsum plaster or wood -based substrate must be structurally sound, clean, dry and free of all material that may reduce bonding of the adhesive. Substrate surface irregularities up to' /, inch (6.4 mm) are permitted. Gypsum or wood -based sheathing, with the longitudinal dimension placed vertically, is attached to minimum No. 20 gage [0.0359 inch (0.91 mm)] steel studs, spaced at a maximum of 24 inches (610 mm) on center, with No. 8, 1 inch -long (31.7 mm), 7 / 16 - inch - diameter (11.1 mm), washer -head, self- drilling screws spaced at 8 inches (203 mm) on center along all sheathing edges and 12 inches (305 mm) on center in the field. Gypsum sheathing is fastened to 2 -by -4 wood studs, spaced at a maximum of 24 inches (610 mm) on center, with Wind -lock, No. 8 by 1 inch -long (41.3 mm), Hi -La waferhead screws spaced at 8 inches (203 mm) on center. Wood -based sheathing is attached to wood framing in accordance with UBC Table 23- II -B -1, IBC Table 2304.9.1 or IRC Table R602.3(1). ER -3850 Page 3of24 When Senerflex Base Coat is used to adhere insulation board to wood -based sheathing, the sheathing must be primed with Senerprime prior to adhesive application. The primer is applied with a brush or roller at a minimum rate of 1,000 square feet per 5- gallon pail (4.9 m /L), and allowed to dry for a minimum of one hour. The adhesive must not be applied if the ambient air temperature is expected to fall below 40• F (4.4• C) during a 24 -hour period following application, unless supplementary heat is provided. The insulation board is attached to the substrate using the adhesives described in Section 2.1.2.2 of this report, and is applied to the entire insulation board surface with a stainless steel trowel that has 1 / 2 - inch- by - -inch (12.7 mm by 12.7 mm) notches spaced 1 / 2 inch (12.7 mm) apart, or / inch -by 3 / 6 -inch (9.5 mm by 9.5 mm) notches spaced 3/6 inch (9.5 mm) apart. The insulation board is installed by sliding it into place onto the substrate and then applying pressure over the entire surface to ensure uniform contact. All joints are butted tightly to ensure an overall flush surface. The insulation board is applied horizontally in running bond to vertical surfaces, beginning at the base of the wall. The adhesive must be dry (this normally requires 8 to 10 hours) before application of the base coat. Corner beads, casing beads and expansion joints are installed and completely embedded in the wet adhesive. All insulation board irregularities greater than 1 / 16 inch (1.6 mm) must be eliminated. The base coat is then applied to the entire board surface by troweling to a uniform thickness of approximately 1 / 16 inch (1.6 mm). The fiberglass reinforcing fabric is placed against the wet base coat, and, by troweling from the center to the edges, is embedded into the coating. The reinforcing fabric must be continuous at all corners and lapped at least 2 inches (63.5 mm) at fabric edges. When the system is placed over wood -frame construction, control joints are required at each floor level. Control joints are specified by the architect, builder or Senergy, LLC, in that order. Before the finish -coat application takes place, the base coat must be dry and hard, which normally requires 8 to 10 hours. The finish coat is then applied directly to the fabric and base coat, and leveled during the same operation to the minimum obtainable thickness consistent with uniform coverage. The final thickness shall not be less than the diameter of the largest aggregate of the finish coat, approximately V inch (1.6 mm). The system must then cure for at least 24 hours at a minimum temperature of 40• F (4.4.C). See Figure 1 for details. Joints and penetrations are treated with sealants described in Section 2.1.2.12 of this report. Senerflex El FS may be applied to 3.4- pounds- per - square- yard (1.3 kg /m diamond - patterned, expanded galvanized metal lath complying with UBC Table 25 -B or ASTM C 847 (IBC, IRC). The lath application must be in accordance with UBC Section 2506, IBC Section 2510 or IRC Section R703.6.1, except the lath is fastened through' / inch -thick (12.7 mm) gypsum sheathing to minimum No. 20 gage steel framing members spaced a maximum of 16 inches (406 mm) on center with No. 8, 1' / -long (31.7 mm), wafer head, corrosion - resistant steel drywall screws at 8 inches (203 mm) on center. The insulation board is then adhesively attached to the metal lath with Senerflex Alpha ER -3850 Base Coat/Adhesive. The remainder of this system is applied in accordance with this section. 2.1.3.2 Mechanically Attached Systems: Senerflex Secondary Barrier System (Senturion I) and Senerflex Channeled Insulation System (Senturion II): All substrates are limited to planar irregularities not exceeding 1 /, inch (6.4 mm). They must be structurally sound, clean, dry and smooth, with all dust and deleterious materials removed prior to system application. Typical installations are shown in Figure 5. Walls must be framed with lumber having a specific gravity of 0.49 or greater, or minimum No. 20 gage [0.0359 inch (0.91 mm)] steel studs spaced at a maximum of 24 inches (610 mm) on center. Minimum 7 / 16 - inch -thick (11.1 mm), wood -based sheathing is attached to the wood framing with minimum 6d common nails having maximum 8 -inch (203 mm) spacing at intermediate studs and 6 -inch (152 mm) spacing at sheathing edges. Minimum 1 / 2 - inch -thick (12.7 mm) gypsum sheathing is fastened to the steel framing with No. 6 by 1.25- inch -long (31.7 mm) buglehead screws spaced 8 inches (203 mm) on center. Minimum 15 / 32 - inch -thick (11.9 mm) plywood is fastened to steel framing with No. 6 by 1.25 -inch -long (31.7 mm), buglehead screws spaced 6 inches (152 mm) on center at sheathing edges and 12 inches (305 mm) on center at intermediate framing locations. Sheathing must be oriented vertically. The drainage track described in Section 2.1.2.11 of this report is attached at the bottom of the wall and through the sheathing into the framing with 1 / (31.8 mm), No. 6, self - drilling bugle head screws spaced at a maximum of 8 inches (203 mm) on center. In the Senturion I system, either Tyvek Homewrap or Tyvek StuccoWrap, recognized in ER -4000, is applied over the sheathing in accordance with Section 1402.1 of the UBC prior to installation of the flat insulation board. In the Senturion II system, a weather - resistive barrier complying with Section 2.1.2.8 is applied over the sheathing in accordance with the applicable code prior to installation of the channeled insulation board. The insulation boards are fastened to the sheathing with Wind Devil 2 fasteners, with one of the following fastener patterns: 1. Wood -based sheathing over wood studs: "W" Series fasteners must be long enough to protrude at least 5 /6 inch (15.9 mm) through sheathing. Eight fasteners per 24- inch -by -48 -inch (610 mm by 1219 mm) insulation board are used, spaced no greater than 12 inches (305 mm) on center vertically and horizontally. 2. Gypsum sheathing over steel studs: "S" Series fasteners must be long enough to protrude at least 5 /6 inch (15.9 mm) through studs. For 16- inch -on- center (406 mm) stud spacing, twelve fasteners per 24 -inch- by -48 -inch (610 mm by 1219 mm) insulation board are used, spaced no greater than 8 inches (203 mm) on center vertically. For 24- inch -on- center (610 mm) stud spacing, nine fasteners per 24- inch -by -48 -inch (610 mm by 1219 mm) insulation board are used, spaced no more than 24 inches (610 mm) on center horizontally and 8 inches (203 mm) on center vertically. 3. Plywood over steel studs: "S" Series fasteners must be long enough to protrude at least 5 / 9 inch (15.9 mm) through sheathing. Eight fasteners per 24- inch- by -48- Pa•e4of24 inch (610 mm by 1219 mm) insulation board are used, spaced no more than 12 inches (305 mm) on center vertically and horizontally. The Senerflex base coat, reinforcing fabric and finish coating are applied over the insulation board in accordance with Section 2.1.3.1. Sealants used at joints, openings and penetrations must comply with Section 2.1.3.1. The adequacy of the framing system to resist applied loads must be investigated. 2.1.3.3 Mechanically Attached System: Senerflex CD ( Senturion III): The Senerflex CD system (Senturion III) is similar to the Senerflex Secondary Barrier System (Senturion I) described in Section 2.1.3.2, with the addition of the Senergy Drainage Mat, as described in Section 2.1.2.10, except that the weather - resistive barrier can be materials described in Section 2.1.2.8 or Tyvek StuccoWrap or Tyvek HomeWrap (ER- 4000). The mat is placed over the weather - resistive barrier, free of wrinkles and with all edges butted. The mat is temporarily secured to sheathing with a sufficient number of corrosion - resistant staples or nails to hold the mat in place until the insulation board is attached. All other details of installation are in accordance with Section 2.1.3.2 for the Senturion I system. Details are shown in Figure 6. 2.1.4 Noncombustible Construction: 2.1.4.1 Assembly 1: Application to walls required to be of noncombustible construction involves 3 inch -deep (92 mm), minimum No. 20 gage [0.0359 inch (0.91 mm)] steel studs spaced at a maximum of 24 inches (610 mm) on center. One layer of 1 / 2 - inch -thick (12.7 mm) gypsum wallboard, complying with ASTM C 36, is applied horizontally to interior stud flanges with vertical joints staggered. Type X, water - resistant core gypsum sheathing, 5 /8 inch (15.9 mm) thick and complying with ASTM C 79, is installed similarly to exterior stud flanges, with vertical joints offset from interior wallboard joints. The sheathing and wallboard are fastened to studs in accordance with UBC Table 25 -G or ASTM C 1280 and ASTM C 840, respectively (IBC, IRC), using No. 6, Type S- 12, buglehead screws, 1 inches (41.3 mm) long. Thermafiber Safing Insulation, 4.0 pcf (64.07 kg/m') and described in ER -2331, is used to fire -stop the stud cavities at floor lines. The insulation pieces measure 4 inches (102 mm) thick by the stud depth by the stud spacing. Wall openings must be framed in with minimum No. 20 gage [0.0359 inch (0.91 mm)] steel. The remainder of construction is as described in Section 2.1.3.1 of this report for the Senerflex Wall System. Maximum EPS insulation thickness is 4 inches (102 mm). When the Senerflex Wall System is applied directly onto concrete or masonry substrates in accordance with Section 2.1.3,1, the walls may be considered noncombustible construction. 2.1.4.2 Assembly 2: Application to walls required to be of noncombustible construction involves 3 inch -deep (92 mm), minimum No. 20 gage [0.0359 inch (0.91 mm)] steel studs spaced at a maximum of 16 inches (406 mm) on center. One layer of '/ inch -thick (12.7 mm) gypsum wallboard, complying with ASTM C 36, is applied vertically to interior stud flanges, with vertical joints staggered. Water- resistant core gypsum sheathing, '/ inch (12.7 mm) ER -3850 thick and complying with ASTM C 79, is installed similarly to the installation of exterior stud flanges, with vertical joints offset from interior wallboard joints. The sheathing and wallboard are fastened to studs in accordance with UBC Table 25 -G or ASTM C 1280 and ASTM C 840, respectively (IBC, IRC), using No. 6, Type S -12, buglehead screws, 1 inches (41.3 mm) long. Thermafiber Safing Insulation, 4.0 pcf (64.07 kg /m') and described in ER- 2331, is used to fire -stop the stud cavities at floor lines. The insulation pieces measure 4 inches (102 mm) thick by the stud depth by the stud spacing. Wall openings must be framed with minimum No. 20 gage steel. The remainder of construction is as described in Section 2.1.3.1 for the Senerflex Wall System. Maximum EPS insulation thickness is 4 inches (102 mm). When the Senerflex Wall System is applied to concrete or masonry substrates in accordance with Section 2.1.3.1, the walls may be considered noncombustible construction. 2.1.4.3 Assembly 3: Application to walls required to be of noncombustible construction involves 3 inch -deep (92 mm), minimum No. 20 gage [0.0359 inch (0.91 mm)] steel studs spaced at a maximum of 16 inches (406 mm) on center. One layer of 1 / 2 -inch-thick (12.7 mm) gypsum wallboard, complying with ASTM C 36, is attached vertically to interior stud flanges, with vertical joints staggered. Fasteners used are 1 inch -long (32 mm), No. 6, Type S buglehead screws spaced at 8 inches (203 mm) on center at the joints and 12 inches (305 mm) on center at intermediate locations. Water - resistant core gypsum sheathing, inch (12.7 mm) thick and complying with ASTM C 79, is installed with the long dimension perpendicular to the studs. Vertical joints are offset from interior wallboard joints. The gypsum sheathing is fastened to the steel framing in a similar fashion as the interior face, except the screws are spaced 8 inches (203 mm) on center along sheathing edges and at intermediate locations. Wallboard and sheathing joints are staggered. All wallboard joints are backed and taped with joint tape and compound; screw heads are covered with joint compound. Thermafiber Safing Insulation, 4.0 pcf (64.07 kg /m and described in ER -2331, is used to fire -stop the stud cavities at floor lines. The insulation pieces measure 4 inches (102 mm) thick by the stud depth by the stud spacing. Wall openings must be framed in with minimum No. 20 gage steel. The remainder of construction is as described in Section 2.1.3.1 for the Senerflex Wall System; or Section 2.1.3.2 for the Senerflex Senturion I, II or III systems, with the exception that the base coat is limited to Senerflex Base Coat. Maximum EPS insulation thickness for the Senerflex Senturion I, II, Ill Systems is 4 inches (102 mm); maximum thickness for the Senerflex Wall System is 13 inches (330 mm). 2.1.5 Interior Finish: When applied to the following substrates, Senerflex base coat and finish coat comply with Section 802.2 of the UBC as a Class I interior finish, with Section 803.1 of the IBC as a Class A interior finish, and with Section R319 of the IRC: concrete, concrete masonry, gypsum plaster, gypsum wallboard and portland cement plaster. Surfaces must be clean, dry, sound and free of paint, efflorescence, or other coatings. Gypsum surfaces are coated with latex primer. The Senerflex base coat and finish coat are then applied in accordance with Section 2.1.3.1. pa e 5 of 24 2.1.6 Fire - resistive Construction: Nonbearing construction of walls requiring a noncombustible, one -hour fire- resistive rating includes minimum 3 inch -deep (92 mm), No. 18 gage [0.0478 inch (1.21 mm)] steel studs spaced up to 16 inches on center. If the wall permits combustible construction, studs may be No. 18 gage [0.0478 inch (1.21 mm)], spaced up to 24 inches (610 mm) on center. The interior side is covered with 5 / 8 - inch -thick (15.9 mm), Type X gypsum wallboard complying with ASTM C 36. The wallboard is applied vertically and fastened to framing with 1 - inch - long (41.3 mm), Type S- 12, self - tapping buglehead screws spaced 8 inches (203 mm) on center around edges and 12 inches (305 mm) on center at intermediate framing locations. Board joints are covered with joint tape and compound. Fastener heads are covered with joint compound. The exterior side is covered with 5 / 8 - inch -thick (15.9 mm), Type X, water - resistant core gypsum sheathing complying with ASTM C 79. The sheathing is fastened identically to the gypsum wallboard, except tape and compound are optional. The sheathing is placed vertically with joints offset from joints on the interior side. The Senerflex Wall System is then applied as described in Section 2.1.3.1. Maximum EPS insulation thickness is 4 inches (104 mm). 2.1.7 Wind Design: 2.1.7.1 Adhered System: 2.1.7.1.1 System Application over Concrete and Masonry Walls: The allowable negative wind load for systems applied to concrete or concrete masonry walls is 30 pounds per square foot (1436 Pa). 2.1.7.1.2 System Application over Framed Walls: Wind loads up to 30 pounds per square foot (1436 Pa), positive or negative, are permitted on systems applied to gypsum and wood -based sheathing over No. 18 gage steel or wood framing described in this report. The maximum allowable deflection of structural wall components is 1 / 180 of span. When installation is over No. 20 gage steel framing, wind loads up to 23 pounds per square foot (1100 Pa) negative and 30 pounds per square foot (1436 Pa) positive are permitted. Wind loads up to 54 pounds per square foot (2585 Pa), positive or negative, are permitted on systems applied to 3.4- pounds - per - square -yard (1.3 kg /m metal lath and gypsum sheathing, when installation is over minimum No. 18 gage steel studs as described in Section 2.1.3.1. 2.1.7.2 Mechanically Attached Systems: Where the system is installed in accordance with Section 2.1.3.2 or 2.1.3.3 of this report, allowable positive and negative wind loads are as shown in Table 2. 2.1.8 Special Inspection: In jurisdictions enforcing the IBC, special inspections in accordance with IBC Sections 1704.1 and 1704.12 are required for the Senerflex Wall System applied over framed walls. Duties of the special inspector include verifying field preparation of materials, expiration dates, installation of components, curing of components, installation of joints and sealants. 2.2 Senerthik Wall Systems: 2.2.1 General: The Senerthik, Senerthik Secondary ER - 3850 Barrier and Senerthik CD wall systems are mechanically attached EIFS applied over gypsum sheathing attached to steel or wood framing, or to exterior walls of concrete or concrete masonry substrates. The wall systems consist of five components: foam plastic insulation board., mechanical fasteners, glass fiber reinforcing mesh, base coating and finish coating. A weather- resistive barrier is optional with the Senerthik system. Only the Senerthik Secondary Barrier and Senerthik CD systems are permitted to be installed in Type V construction of Group R, Division 1 and Division 3, Occupancies (UBC) and in Type V construction of Group R1, R2, R3 and R4 Occupancies (IBC, IRC), utilizing wood or steel stud framing. The two systems are similar and include the weather- resistive barrier described in Section 2.2.2.6 , except the Senerthik CD System has a drainage mat as an additional component. The systems are described in Sections 2.2.3.3 and 2.2.3.4. 2.2.2 Materials: 2.2.2.1 Substrates: 2.2.2.1.1 Concrete and Concrete Masonry: Concrete and concrete substrates must comply with applicable sections of the code. 2.2.2.1.2 Gypsum Sheathing: Gypsum sheathing must be at least V, inch (12.7 mm) thick unless noted otherwise in this report, with a water - resistant core. The sheathing must comply with ASTM C 79. 2.2.2.2 Senerthik Base Coat: The base coat consists of acrylic polymer and proprietary chemicals packaged in 5- gallon (18.9 L) containers. The product has a shelf life of one year when stored at temperatures of 40• F to 80• F (4.4• C to 26.7• C). To prepare for application, one container of the base coat is mixed with one 94 -pound (42.6 kg) bag of Type I, I white, II, or I -II portland cement complying with ASTM C 150, and 150 to 200 pounds (68 to 90.7 kg) of No. 40 to No. 45 sieve silica sand. After the mixture is thoroughly blended, a 1 -pound (454 g) package of 1 / inch -long (12.7 mm), chopped, Type E, Fiberfill glass fiber is added, with further mixing to thoroughly blend the fibers. Water may be added to adjust workability. No other additives are permitted. 2.2.2.3 Insulation Board: Extruded polystyrene (XEPS) insulation board with a 2 pcf (32 kg /m nominal density is required. The thickness may range from 1 to 2 inches (25 to 51 mm) in minimum dimensions of 2 feet by 4 feet (610 mm by 1219 mm). Boards must be stored flat and protected from direct sunlight. Acceptable extruded insulation boards, provided the maximum 2.0 pcf (32 kg /m density is maintained, are: 1. Dow Chemical Styrofoam (ER- 2257). 2. UC Foamular 250 (ER- 3628). 3. Amoco AmoFoam (ER- 4280). 2.2.2.4 Reinforcing Mesh: The Fiberlath Mesh consists of Type E glass fiber, coated for compatibility with the other Senerthik materials. The mesh weighs 4.75 ounces per square yard (161 g /m The mesh must be stored in a dry location and protected from moisture. Minimum thread spacing in the warp and weft directions is 3 per inch (8.4 mm on center). The mesh is supplied in rolls 39 inches (910 mm) wide by 50 yards (45.7 m) long. r:a Page 6of24 2.2.2.5 Finish Coat: Senerthik finish coat consists of acrylic polymer graded sands and proprietary chemicals, packaged in 70 -pound (31.8 kg) containers. The product has a shelf life of two years. To prepare for application, the finish coat is mixed to a uniform consistency. Water may be added to adjust workability. No other additives are permitted. 2.2.2.6 Weather - resistive Barrier: A weather - resistive barrier is mandatory for system installation in Type V construction, Group R, Divisions 1 and 3, Occupancies (UBC); and in Type V construction, Groups R1, R2, R3 and R4 Occupancies (IBC, IRC). The weather - resistive barrier must comply with and be applied in accordance with UBC Section 1402.1, IBC Section 1404.2 or IRC Section R703.2. The weather - resistive barrier is placed over the sheathing and behind the insulation board. 2.2.2.7 Mechanical Fasteners: The fastening system is manufactured by Wind -lock Corporation and is used for insulation board attachment. The fastening system consists of a ULP -302 plate, a 2- inch - diameter (51 mm) surface - mounted polypropylene washer with no chamber, and minimum No. 8 bugle head Types WT1 to WT2 screws, for wood attachments, and Types ST1 to ST3 screws, for steel attachments. Fasteners for concrete and masonry substrates must be qualified as described in Section 2.2.3.2.3. The screws must be corrosion- resistant. 2.2.2.8 Senergy Drainage Mat: The Senergy Drainage Mat consists of fused, entangled, nonwoven nylon filament mat, weighing 4 oz/yd (135 g /m 2.2.2.9 Drainage Track: Drainage track must be of rigid, exterior -grade polyvinyl chloride (PVC) material conforming to ASTM D 1784 and ASTM C 1036. The drainage track has minimum 1 / 8 - inch - diameter (3.2 mm) drain holes spaced at 3 inches (76 mm) on center along the base, and a nominally 3- inch -high (76 mm) back flange. 2.2.2.10 Sealants: Sealants used with the system must be low modulus, complying with ASTM C 920. Compatible sealants recommended by Senergy include Dow 791, Dow 795, Dow 790, GE SilPruf, GE UltraPruf II and GE SilPruf LM. 2.2.3 Application: 2.2.3.1 General: Substrates must be structurally sound, clean, dry and free of deleterious materials prior to application of EIFS components. The system must be applied at minimum ambient temperatures of 40• F (4.4. C). A minimum temperature of 40• F (4.4. C) must be maintained for at least 24 hours following completion of system installation. Using a stainless steel trowel, the base coat is applied to a ' / -inch (3.2 mm) thickness, at a rate of 5 gallons per 200 square feet (1 L/m over the surface of the insulation board and mesh, embedding the mesh. A second coat is then applied to a' / -inch (3.2 mm) thickness, yielding a total thickness of inch (6.4 mm). Trim includes zinc or wire - corner beads, casing beads, control and dry joints and expansion joints. Acceptable products include those of Stockton Wire Products, K -Lath, Niles Building Products, Keene Corporation, or the equivalent. Set in a bed of trim sealant, trim must have' / inch (6.4 mm) grounds. Acceptable trim sealants are as described in Section 2.2.2.10. ER - 3850 For abutting trim pieces, a '/ -inch (3.2 mm) gap is required. Trim pieces generally may be fastened to the insulation board with nylon fasteners. Expansion joints, however, must be fastened to the structural substrate. For intersecting trim, vertical pieces are continuous, with horizontal pieces abutting the verticals. Reinforcing mesh must be cut at all control and expansion joints and overlap trim flanges. Sealants applied at discontinuities and penetrations are as described in Section 2.2.2.10. The base coat is cured 8 to 10 hours, until the surface is hard and dry. The finish coat is then applied and leveled to a minimum' / -inch (1.6 mm) thickness, and is textured to the desired finish. See Figure 2 for details. 2.2.3.2 Senerthik System: 2.2.3.2.1 Steel Framing: Gypsum sheathing is attached horizontally to minimum No. 16 gage (0.0598 inch (0.91 mm)] steel studs spaced a maximum of 24 inches (610 mm) on center. The sheathing is fastened to studs with No. 6, buglehead, self - drilling screws, spaced 8 inches (203 mm) on center at board edges, and 12 inches (305 mm) at intermediate studs. The screws must have sufficient length to protrude through studs at least 5 / 8 inch (15.9 mm). Vertical board edges must butt over studs. To ensure a smooth surface, surface irregularities must not exceed' /, inch (6.4 mm). The insulation board is applied horizontally in a running bond pattern to the sheathing and temporarily fastened through the sheathing and into studs with two No. 8, Type S, self - drilling screws, centered in the board. The fiberglass mesh is applied over the insulation with 3 -inch- wide (76 mm) overlaps and is fastened through the insulation board and sheathing into the steel studs with the plates and appropriate screws as described in Section 2.2.2.7. The screws must be long enough to protrude through the studs at least 5 / 8 inch (15.9 mm), with spacing at 12 inches (305 mm) on center vertically to all framing locations. 2.2.3.2.2 Wood Framing: The gypsum sheathing is attached horizontally to wood studs and mechanically fastened in accordance with UBC Table 25 -G or ASTM C 1280 (IBC, IRC), with a maximum fastener spacing of 8 inches (203 mm). Vertical board edges must butt over studs. The insulation board is placed horizontally in a running bond pattern and is fastened with Type W buglehead screws or the equivalent. The Fiberlath mesh is applied over insulation with 3- inch -wide (76 mm) overlaps and is fastened through the insulation and sheathing boards into the framing with minimum 12d, corrosion- resistant, common nails with plates described in Section 2.2.2.7. The nails are placed 12 inches (305 mm) on center vertically to all framing at board edges and at intermediate locations. Nails must penetrate a minimum of 1 inch (25 mm) into wood framing. The remainder of the application is as described in Section 2.2.3.2.1. Over wood -frame construction, control joints are required at each floor level. Control joints are specified by the architect, builder, or Senergy, LLC, in that order. 2.2.3.2.3 Concrete and Concrete - Masonry Substrates: The insulation board is installed horizontally to the substrates in a running bond pattern and is temporarily Pa e7of24 fastened with two fasteners placed through plates as described in Section 2.2.2.7. The fasteners must have a minimum 1 / 4 - inch - diameter (6.4 mm) shank with a minimum 1 / 2 - inch - diameter (12.7 mm) steel washer, and must be recognized in a current ICBO ES evaluation report for installation into concrete or masonry. The Fiberlath mesh is applied over the insulation with 3- inch -wide (76 mm) overlaps. Fasteners consist of the previously mentioned fasteners placed 12 inches (305 mm) on center vertically, in rows 16 inches (406 mm) on center. To prove the adequacy of fasteners in concrete or masonry substrates, a proof -load test program, consisting of fastener withdrawal from the wall of each building, must be provided. The testing must be conducted by an independent testing laboratory approved by the building official. The average withdrawal strength, in pounds, must be eight times the required fastener load. As an example, a 240 -pound (1068 N) average withdrawal load must be achieved to qualify a fastener for an allowable load of 30 pounds (133 N). A minimum of five tests per program is required, with results varying by no more than 15 percent from the average. If a minimum of 10 tests is provided, variation from the average may be disregarded. For masonry substrates, 40 percent of the tests must be run in masonry joints. A certificate of compliance, concerning test results relating to load requirements in this evaluation report, must be submitted to and approved by the building official prior to installation of concrete /masonry fasteners. The remainder of the application is as described in Section 2.2.3.1. 2.2.3.3 Senerthik Secondary Barrier System: The Senerthik Secondary Barrier System is similar to the Senerthik system described in Section 2.2.3.2, with the addition of a weather- resistive barrier. Drainage track described in Section 2.2.2.9 is attached at the bottom of the wall through the sheathing into the framing with 1'/ inch (31.8 mm), No. 6, self - drilling bugle head screws spaced at a maximum of 8 inches (203 mm) on center. The weather - resistive barrier described in Section 2.2.2.6 must be applied over the sheathing and must overlap the mounting flange of the drainage track prior to installation of the insulation board. The insulation boards are fastened to the stud framing spaced 12 inches (305 mm) on center vertically. See Figure 7. The base coat of Senerthik primer /adhesive, the reinforcing fabric and the finish coating are applied over the insulation board in accordance with Section 2.2.3.1 of this report. Sealants used at joints, openings and penetrations must comply with Section 2.2.2.10 of this report. The adequacy of the framing system to resist applied loads must be investigated. 2.2.3.4 Senerthik CD: The Senerthik CD system is similar to the Senerthik Secondary Barrier System described in Section 2.2.3.3, with the addition of the Senergy Drainage Mat described in Section 2.2.2.8. The mat is placed over the weather - resistive barrier, free of wrinkles, with all edges butted. To hold the mat in place before insulation board placement, the mat Is temporarily secured to sheathing with sufficient galvanized staples or nails. See Figure 8 for details. 2.2.4 Wind Load: When installation is in accordance with Section 2.2.3 of this report, the wind pressures shown ER - 3850 in Table 3 are permitted. (The maximum deflection of structural wall components is limited to ' /, of span.) 2.2.5 Noncombustible Construction: Application to walls required to be of noncombustible construction requires 3 inch -deep (92 mm), minimum No. 16 gage [0.0598 inch (0.91 mm)] steel studs spaced a maximum of 24 inches (610 mm) on center. One layer of (12.7 mm) gypsum wallboard, complying with ASTM C 36, is placed horizontally on the interior flange with vertical joints staggered. Water- resistant core, Type X (or regular) gypsum sheathing, 518 inch (15.9 mm) thick and complying with ASTM C 79, is installed horizontally, with vertical joints staggered, to the exterior flange of the studs. All gypsum boards are fastened to studs with No. 6, 1 -inch- long (41.3 mm), Type S -12, buglehead screws. Wallboard fastener spacing is 12 inches (305 mm) on center, while sheathing fastener spacing is 8 inches (203 mm) on center. Wallboard joints must be blocked and taped and treated with joint compound. Thermafiber Safing Insulation, described in ER -2331, is used to fire -stop the stud cavities at floor lines. The insulation pieces measure 4 inches (102 mm) thick by the stud depth by the stud spacing. Wall openings must be framed in with minimum No. 20 gage steel. The remainder of the construction is as described in Section 2.2.3.2.1. When the Senerthik EIFS is applied to concrete or masonry substrates in accordance with Section 2.2.3.2.3, the walls may be considered noncombustible construction. 2.2.6 Special Inspection: In jurisdictions enforcing the IBC, special inspections in accordance with IBC Sections 1704.1 and 1704.12 are required for the Senerthik system installed on framed walls. Duties of the special inspector include verifying field preparation of materials, expiration dates, installation of components, curing of components, installation of joints and sealants. 2.3 Identification: All containers or packages for the Senerflex and Senerthik Wall Systems components bear a label with the name of the product; the manufacturer's name (Senergy, LLC) and address; the expiration date and batch number (for liquid components); and the evaluation report number (ICBO ES ER- 3850). Each Senergy insulation board is labeled with the name "Senergy," the block molder identification number, the ICBO ES evaluation report number (ER- 3850), and the name of the quality control agency (RADCO). Other foam plastic insulation boards are identified in accordance with their respective ICBO ES evaluation reports. Where foam plastic insulation boards are used on walls required to be of noncombustible construction, each board is labeled with the following information: 1. Inspection agency name. 2. Product for which the insulation is listed ($enerflex or Senerthik). 3. Identification of insulation manufacturer. 4. Evaluation report number (ICBO ES ER- 3850). The Wind -Lock Corporation plates and screws are packaged in cartons containing 1,000 units. Cartons are identified with the manufacturer's name, product name, quantity, and installation instructions. I- Page 8 of 24 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Exterior Insulation and Finish Systems (AC24), dated April 2001. 4.0 FINDINGS That the Senerflex and Senerthik Wall Systems described in this evaluation report comply with the 1997 Uniform Building CodeTM (UBC), the 2000 International Building Code' (IBC) and the 2000 International Residential Code'" (IRC), subject to the following conditions: 4.1 Construction is as set forth in this report and the manufacturer's instructions. 4.2 Foam plastic insulation board is separated from the building interior by a thermal barrier complying with UBC Section 2602.4, IBC Section 2603.4.1 or IRC Section R318.1.2, such as minimum 1 / 2 - inch -thick (12.7 mm) gypsum wallboard mechanically attached in accordance with the applicable code. 4.3 The systems may be attached to the surface of combustible exterior fire - resistive assemblies described in UBC Table 7 -B or IBC Table 719.1(2) without changing the assigned hourly rating of the assemblies. 4.4 The Senerflex wall system may be installed on exterior walls required to be of noncombustible construction, provided construction is in ER -3850 accordance with Section 2.1.4. A noncombustible, fire - resistive wall assembly with Senerflex is described in Section 2.1.6. 4.5 The Senerthik wall system may be installed on exterior walls required to be of noncombustible construction, provided construction is in accordance with Section 2.2.5. 4.6 Installation of systems is by applicators approved by Senergy, LLC. Installation cards, such as those shown in Figures 3 and 4, must be filed with the building official upon completion of each project. 4.7 The insulation board is labeled in accordance with this report and manufactured under a quality control program with inspections by the quality control agency noted in Section 2.3 of this report. 4.8 For framed construction of Type V, Group R, Division 1 or Division 3, Occupancies (UBC), or Type V, Groups R1, R2, R3 and R4, installation complies with Sections 2.1.3.2 or 2.1.3.3 for the Senerflex systems and Sections 2.2.3.3 or 2.2.3.4 for the Senerthik systems 4.9 In jurisdictions enforcing the IBC, special inspections are required in accordance with Sections 2.1.8 and 2.2.6 of this report. This report is subject to re- examination in two years. FRAMING STUD SPACING (inches) EPS THICKNESS (inches) POSITIVE WIND LOAD (psf) NEGATIVE WIND LOAD (psf) Wood 16 1 27 35 Wood 16 2 28 41 Wood 24 1 19 33 Wood 24 2 19 36 Wood 16 1 (channeled) 52 28 Steel (20 gage) 16 1 21 29 Steel (20 gage) 16 2 21 29 Steel (20 gage) 24 1 10 21 Steel (20 gage) 24 2 12 21 CODE TYPE OF CONSTRUCTION PERMITTED SYSTEM UBC Framed walls of Type V, Group R1 or R3, Occupancies' Senturion I, II or III Concrete or masonry walls or framed walls of other than Type V, Group R1 or R3, Occupancies' Senerflex. or Senturion I, II or III IBC Framed walls of Type V, Group R1, R2, R3 or R4, Occupancies Senturion I, II or III Concrete or masonry walls or framed walls of other than Type V, Group R1, R2, R3 or R4, Occupancies Senerflex, or Senturion I, II or III IRC Framed walls Senturion I, II or III Concrete or masonry walls' Senerflex, or Senturion I, II or III SUBSTRATE STUD SPACING Inches POSITIVE WINDLOAD •s N.EGATIVEWIND LOAD •s Gypsum sheathing over min. 16 16 35 50 gage steel framing 24 30 35 Gypsum sheathing over wood 16 35 28 framing 24 30 19 Concrete or - -- In accordance with the code masonry concrete for the given substrate 50 qua Pa e9of24 TABLE 1 — TYPES OF CONSTRUCTION IN WHICH THE SYSTEMS RECOGNIZED IN THIS REPORT ARE PERMITTED ER - 3850 S ee Section 1.1.b of tnis report for assemblies permitted to be used in fire- resistive construction. 2 The weather- resistive barrier is optional. For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa. For SI: 1 inch = 25.4 mm, 1 psf = 47.88 Pa. TABLE 2— ALLOWABLE WIND LOADS FOR MECHANICALLY ATTACHED SYSTEMS TABLE 3— ALLOWABLE WIND PRESSURES FOR SYSTEMS INSTALLED AS DESCRIBED IN SECTION 2.2.3 OF THIS REPORT Z 4-- Z • W C0 N 0 • uJ J • U_ W 2 u w I' a W Z 1-- I-0 Z F— LU • W n O - D I- W W H 1 IL O •.Z w O 1- Z BACKER ROD — SENERGY LAMINA Page 10 of 24 SENERGY INSULATION BD WRAP LAMINA INTO JOINT APPROVED SEALANT SENERGY INSULATION GYPSUM SHEATHING SENERGY LAMINA 12" MAX. AT FOUNDATION WRAP LAMINA TO FOUNDATION APPROVED SEALANT WINDOW FRAME APPROVED SEALANT METAL SILL 2" LAP DRIP SENERGY INSULATION SENERGY LAMINA EXPANSION JOINT D 9 WINDOW SILL STEEL STUD GYPSUM SHEATHING SECONDARY SEAL OPTIONAL STEEL STUD . z o;. GYPSUM SHEATHING STEEL STUD O � 7 STEEL STUD /-- GYPSUM SHEATHING v SENERGY SENERGY INSULATION BOARD LAMINA DRIP or DECORATIVE JOINT SENERGY INSULATION BO SENERGY LAMINA GYPSUM SHEATHING STEEL STUD SENERGY INSULATION BD. SENERGY LAMINA FIGURE 1 SENERFLEX DETAILS 2" MIN. PARAPET CAP 12 WINDOW FRAME WRAP LAMINA SENERGY LAMINA SENERGY INSULATION BD. ROOF EDGE WINDOW SILL 1 ' 14" MIN. — DRIP OR WRAP AND SEAL 8" MIN. ABOVE ROOF ROOF ., SYSTEM — APPROVED INSULATION TREATED WOOD BLOCKING ROOF SYSTEM STEEL STUD GYPSUM SHEATHING GYPSUM SHEATHING STEEL STUD ER -3850 Page 11 of 24 WINDOW HEAD WINDOW JAMB WINDOW SILL TYPICAL CURTAIN WALL SECTION SENERGY INSULATION BO. SENERGY LAMINA WRAP LAMINA APPROVED SEALANT AND BACKER ROD ROOF SYSTEM WINDOW JAMB GYPSUM SHEATHING STEEL STUDS SENERGY INSULATION BD. SENERGY LAMINA WRAP LAMINA APPROVED SEALANT AND BACKER ROD SENERGY INSULATION BD. SENERGY LAMINA WRAP LAMINA SENERGY LAMINA WRAP LAMINA WINDOW FRAME APPROVED SEALANT AND BACKER ROD WINDOW HEAD DRIP APPROVED SEALANT AND BACKER ROD SENERGY INSULATION BD. 1— SENERFLEX DETAILS — (Continued) L1[ WINDOW HEAD Q I 1 ❑ WINDOW JAMB 4, STEEL STUD GYPSUM SHEATHING WINDOW FRAME STEEL STUD GYPSUM SHEATHING WINDOW FRAME GYPSUM SHEATHING STEEL STUDS WINDOW FRAME ER -3850 Z g .i. Z W • 6 6U O 0 co o • H C/) W W 2 = W H Z F- O Z I— W • W U � O - 0 W W I... O .. Z W — I O ~ z Page 12 of 24 A COMPLETED MECHANICAL ATTACHMENT PATTERN FOR THE EXTRUDED POLYSTYRENE & SENERTHIK FIBERLATH FABRIC MECHANICAL FASTENERS PRELIMINARY MECHANICAL ATTACHMENT PATTERN FOR THE EXTRUDED POLYSTYRENE EXPANSION JOINT GYPSUM SHEATHING EXTRUDED POLYSTYRENE FIGURE 2- SENERTHIK DETAILS CHANGE IN SUBSTRATE FINISH COAT ER -3850 • FAA 044 Page 13 of 24 . o • t! WINDOW SILL V FOUNDATION D. FIGURE 2—SENERTHIK DETAILS—(Continued) WALUROOF TRANSITION PARAPET ER-3850 z < . 11— z re 6 -J C.) O 0 (i) 0 CO ID W X w 0 g < 1 ui z 0 Z 11.1 w 8 O I- w w :- LL. r- - T O r 12/02/2003 16 :01 FAX 4 S(;A Corp 01002 Page 14 of 24 ER -3850 (VERTECS CORPORATION) Completion Date: 10/3/03 THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW: YES CONFORMS TO SYNERGY, INC.'s RECOMMENDED INSTALLATION PRACTICES AND SECTION (S) 2.1.3.2 OF ICBO ES, INC., EVALUATION REPORT ER - Address of Structure: Product Component Names: 375 Corporate Drive South Adhesive(s) /A Tukwila, WA 98188 Fasteners (meth) WINDLOCK Base Coat ALPHA BASE Reinforcing Fabric FLEXGUARD 4 Finish Coat(s) SENERGY FINE FINISH_ INSTALLATION CONFORMS A. Substrate Type and Tolerance _YES B. EIFS 1. Adhesive and /or Fasteners YES 2. Insulation __ YES _ 3. Reinforcing Fabric _YES_ 4. Base Coat YES 5. Finish _YES 6. Weather- resistive Barrier YES C, The Information entered above Is offered in testimony that the EIFS installation conforms with the EIFS manufacturer's Installation methods and procedures, and the EIFS manufacturer's ES report. NOTE: An Installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the •EIFS evaluation report and sealant manufacturer's installation methods and procedures must accompany this declaration. EIFS Contractor Company Name and Address: VERTECS CORPORATION 14700 NE 95" ST Suite 201 REDMOND, WA 98052 Signature of Responsible Officer: Typed Name and Title of Officer: Telephone Number: (425 )_885.19 cc: Original: Copy: LE RUDKI — STIMATOR / PROJECT MANAGER Building Department (Must be submitted with sealant EIFS Manufacturer (Installer declaration.) FIGURE 3 ..J Page 15 of 24 (SEALANT INSTALLER NAME) Completion Date: cc-� z -- THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUC- TURE LOCATED AT THE ADDRESS INDICATED BELOW: le "___CONFORMS TO (EIFS MANUFACTURER NAME) AND (SEALANT MANUFACTU . 5ER'S NAME) RECOMMENDED INSTALLATION PRACTICES AND SEC - TION(S) ^ OF ICBO ES, INC., EVALUATION REPORT ER- __ = ___ . Address of Structure: INSTALLATION CONFORMS A. Designer's requirements, y details and instructions �/ j B. Sealant manufacturer's T'G details and requirements C. Exterior insulation manufacturer's requirements D. The information entered above is offered in testimony that the Sealant installation conforms with the sealant manufacturer's installation methods and procedures, and the EIFS manufacturer's evaluation report. Sealant Installer Company Name and Address: - G 4 1 4 c.k.) 4 Signature of Responsible Officer: Typed Name and Title of Officer:____ Igo Telephone Number: (Z-k. ) 7 %'f 3:11 L cc: Original: Building Department Copies: EIFS Manufacturer EIFS Contractor Sealant Manufacturer ER -3850 Pr uct Component N es: r � P I - ( 4 ,4 1 Z:� 9IL /M Sealers Bond Breakers_ ~ e: e•D vSealant Materials r , l: 6z7 6..� /(Si4 ' FIGURE 4 (Must be submitted with EIFS contractor declaration.) i NOV 2 4 2003 5SGA CO RPO ATIO { Page 16 of 24 r FRAMING. ---- .-." -, ;NEARING ------ ...`._- MOISTURE PROTECTION BARRIER — SFNERFI EX IUSULA IION BOARD -^--.` MECHANICAL FASTENER SENERFIP# LAMINA: -SENERFLEX BASE COAT - FLEXOUARD REINFORCING MESH - SENERGY FINISII COAL 0 ft* TYPICAI SFNFRFI E'X WA J SYSTEM APPI ICATIOt 1111 YQLSIURE PROTECIIQN-©nfRIC@ MI B -1 NO ..... :11:1:1 :n i SENERFLEX INSULATION BOARD - -STAGGER SENERFLEX INSULATION BOARD JOINTS AT CORNER OF OPENINGS - TYPICAL AT WINDOWS. DOORS. ETC. - MAINTAIN A MIN, t /2- (13mm) PERIMETER SEALANT JOINF TYPICAL INSULATION RCAROS /REINFORCING MESH APPIICATION AT OPFNINGS WRAP SENERFLEX BASE COAT AND FLEXGIJARD REINFORCING MESH Al SENERFLEX INSULATION BOARD EDGES FLEXCUARD 4 REINFORCING MESH EMBEDDED IN SENERFLEX BASE COAT 9. MPB -4 SENERFLEX INSULATION BOARD MECHANICAL FASTENER SENERFLEX LAMINA FOUNDATION 2 Odnm) MIN. 12' (000mm) MAX 0 FIGURE 5— SECONDARY BARRIER SYSTEM AND SENERFLEX CHANNELED INSULATION SYSTEM FRAMING SHEATHING .�-- MFCNANICAI. FASTENER TYPICAL SFNFRFLFx WAIL SYSTEM INSTALLATION WITH MOISTURE PROTECTION BARRIra BASHING SEALAN ✓ MPB -23 TERMINATION AT FOUNAATION SENI:NFI EX INSJLATION BOARD MOISTJRC PROTECTION HANNRR (BY OTHERS) SENERFLEX UASL COAT FI.EXCUARD REINFORCING MESH SENERGY FINISH COAT FLASHING OR WEEP SCREED (BY OTHERS) SH EATHING FRAMING ER -3850 MPB -2 MOISTURE PNOTF.CTION BARRIER 4 a NOTE: 1. ALL TERMINATIONS OF THE SENERFLEX WALL SYSTEM AT FLASHINGS MUST BE BACKWRAPPED 2. TERMINATE SFNERFLEX WALL A 4 • SYSTEM 81200mm) MIN, ABOVE GRADE z L/. C w 0 (1) J = w u. w 0 _ • a � z � z O w U 0 o 1 O I- tu 1- w Z I I 0 U O • ~ z Page 17 of 24 FRAMING SHEATHING SENERFLEX INSULATION BOARD SENERFLEX LAMINA MECHANICAL FASTENER MOISTURE PROTECTION BARRIER SENERGY ASAP 1 /2 "(13mrn) MIN. BACKER ROD AND SEALANT CLAD WINDOW MPB -8 TYPICAL CLAD WINDOW JAMB CLAD WINDOW BACKER ROD AND SEALANT SENERGY ASAP 1/2 "(13mm) MIN. J MECHANICAL FASTENER MOISTURE PROTECTION BARRIER SENERFLEX LAMINA SENERFLEX INSULATION BOARD SHEATHING FRAMING MP8 -10 TYPICAL CLAD WINDOW SILL FRAMING — SHEATHING MOISTURE PROTECTION BARRIER SENERFLEX INSULATION BOARD MECHANICAL FASTENER SENERFLEX LAMINA SENERGY ASAP 1/2 "(13mm) MIN. BACKER ROD AND SEALANT W/ WEEP TUBES CLAD WINDOW NOTE: INSTALL HEAD FLASHING AT ALL MULLED WINDOWS. MOISTURE PROTECTION BARRIER SENERGY ASAP SHEATHING JOINT WIDTH PER DESIGN BACKER ROD ` AND SEALANT SENERFLEX LAMINA SENERFLEX INSULATION BOARD MPB• -9 TYPICAL CLAD WINDOW HEAD ER -3850 MPB -15 EXPANSION JOINT AT CHANGE IN SUBSTRATE FIGURE 5— SECONDARY BARRIER SYSTEM AND SENERFLEX CHANNELED INSULATION SYSTEM— (Continued) P AS Page 18 of 24 FRAMING SHEATHING MOTS IUHL PROTECTIC'I BARRIER BACKER ROD AND SEALANT SF.NERGY ASAP SENERFLEX LAMINA SENERFLEX INSULATION BOARD FRAMING SHEATHING MOISTURE PROTECTION BARRIER SENERFLEX INSULATION BOARD 3/4' MIN. (19mm) T BACKER ROD AND SEALANT — SENERCY ASAP SENERFLEX LAMINA MPB -14 T PI AI SEALANT AT PERIMETER OF PENETRATI r TYPICAL PIPE PENETRATION WOOD FRAME CONSTRUCTION c SYSTEM INSTAI I AntaL FRAMING SHEATHING CHANNELS MECHANICAL FASTENER - SENERFLEX CHANNEL INSULATION BOARD MPB -18 MOISTURE PROTECTION BARRIER (BY OTHERS) SENERFLEX BASE COAT FLGXOUARD REINFORCING MESH SENERGY FINISH COAT TRACK ( O T HE RRS )� CI -2 FIGURE 5— SECONDARY BARRIER SYSTEM AND SENERFLEX CHANNELED INSULATION SYSTEM -- (Continued) ER -3850 • CEPA Iw MIAM Page 19 of 24 FRAMIKI S1A RING --- MOISTURE PROTECTION DARtR1CR tar OTHERRSI SENERGY ORAINAOE MAT SEMRFIEX INS LATION BOARD paw MECHANICAL FASTENER SENERFLEY LAMINA: - ZAERFL.I'BASE COAT -rtC( LARD ITINFORONO MES - SENERGY FINISH COAT SENERGY DRAINAGE MAT SENERFLEX INSULATION BOARD MOISTURE PROTECTION BARRIER (BY OTHERS) SENERFLEX LAMINA CO.W.l.m TYPICAL SFNERF1 FX CC/system APPI (�,ATIOh( � - FRAMING SHEATHING SENERGY DRAINAGE MAT MECHANICAL FASTENER SENERFlEE .NSULAI10N BOARD MOISTURE PROTECTION murex (ST OTHERS) SENERFLEX BASE COAT (LEEWARD RENFORCINO MESH SENERGY FINISH COAT FLASHNG OR WEEP SCREED (BY OTHERS) TYPICAL SFNFRF1 FX Iisnlem INSTAI I ADEN CD -2 TYPICAL CLAD WINDOW JAMB CD -1 FRAMING MECHANICAL FASTENER SHEATHING CLAD WINDOW BACKER ROD AND SEALANT SENERGY ASAP - 1/2'(13mm) MIN. CD-8 FRAMND SHEARING MOISTURE PROTECTOR BAAIBER (BY OTHERS) SNEIGT DRAINAGE MAT AESTHETIC CROONS SEWER/ LEE E INARATION BOARD FIGURE 6— SENERFLEX CD MECHANICAL FASTENER SE NETtrtGX LAL IA TYPICAL AFSTHFTTC GROOVE NOTE - TYPICAL AT WINDOWS. DOORS. ETC. - MAINTAIN A IAN. t/29 (I mrn) PERIMETER SEALANT JOINT FRAMNG SHEATHING SENERGY DRAINAGE MAT MECHANICAL FASTENE SENERGY ASAP 1/21I3(nm) MIN. BACKER ROO ANO SEALANT W/ WEEP TUBES ( OTHRS) CLAD WINDOW BACKER ROD AND SEALANT I/2 (13mm) YIN. SENERGY ASAP SENERFLEX LAMINA MOISTURE PROTECION BARRIER (BY OTHERS) • SENEFIFLEX INSULATION BOARD SOIERFLEX INSULATION BOARD TYPICAL INSUI AT1ON BOAROS/RFlNFORCINCy (LEEWARD 4 RoNFORDNG MESH EMBEDDED IN SENFRPLEX BASE COAT TYPICAL CLAI1 WAHOGIW 941 co -10 ER -3850 CO -3 STAGGER SENERFLEX INSULATION BOARD JOINTS AT CORNER OF OPENINGS WRAP SENERFLEX BASE COAT ANO FT.DGUARD REINFORCING MESH AT SENERFLEX INSULATION BOARD Enos CD -9 CD -4 ;ANTI ANNA ,MOMS Page 20 of 24 MOISTURE PROTECTION SHEATHING eAMta (BY OTHERS 11 Prot pi! l 1 ll JOINT WIDTH PER DESIGN RAMER RUO AND SEALANT SENORA-Of TARN* TYPICAL HCRIZONTA1 EXPAN40N, OIN OETAIL AT FLOORLNE MOCO FRAME CONSTRUCTION CD -14 SLEEK SEALANT FASTENER SET N SEALANT DOWNSPOUT STRAP DOWNSPOUT SENERGY DRAINAGE 14AT MOISTURE PROMOTION (BY OMD25) S[NERFILX LAMINA FRAMING SHEARING Sa■EVtZY INSULATION BOARD SHEARING SEAL PERIMETER Of PENETRATION MOISTURE PROTECTION DARNER (Br OTHERS) MOM TANNAGE MAT I n• (12mm) MN. RACNER ROO AND SEALANT SENERGY ASAP SENEILFLEY WAWA MENUS • INSULATION BOARD FXPAHSION JOINT AT CHANGE IN SURS1RAlE FRAMING T APICAI DOWNSPOUT APPIJCAII(N( TYPICAL PPE PFNFTRARCIA( MERCY DRAINAGE MAT SDIERADI 1NSOLl110I1 BOARD CD -17 CD -17 CD -1B FRAMING SHEATHING BLOCKING SOFFIT TRIM SEALANT FOUNDATION WEEP SCREED SEALANT FIGURE 6— SENERFLEX CD— (Continued) ER -3850 FRIEZE BOARD 2" (50mm M N. SENERFLEX LAMINA SENERFLEX INSULATION BOARD SENERGY DRAINAGE MAT MOISTURE .PROTECTION BARRIER (BY OTHERS) TERMINATION 02101117 DRANACE MAT MERMEN INSULARON BOARD MEOIANCAL FASTENER SOIERT DI LAMINA FOUNDARCH r dnm) MN. I2 MAY AT SOFFIT /GABLE ENO • A TFRMINATION AT FOUNDATION SENERGY DRAINAGE MAT SOIEWIDI INSULATION BOARD MECHA ICAI. FASTENER SEIIENNE( LAMINA 2•(SOmm) MIN. 12' N) MAY TFRWNAPON AT FOUNDATION NMNfR (BYO 10110) SHEATHING FRAMING HOTEL 1. ALL TOWINARCNS OF THE 54IOtF)EX TAnl•n AT MARKINGS MUST BE PRE- BACNINAPPED. 2. TERMINATE 02HE1111DL M.M1.n 111200mm) WN. ABOVE CRAM. CD -23 MawI,27(B OMDtS SHEARING FRAMING NOTE: I. AU. RAMINATOIS OF 1110 SENEAAEY COMNLAm AT FLASINGS MUST BE • • PRE- BAOLWRAPPED. 2. 1ERNNATE SENERADL 4 MN A • GR R ADE CD -24 Page 21 of 24 FRAMING SFEATHING SENERTII( BASE COAT MECHANICAL FASTENER ASSEMBLY (REFER TO SENERTHIK SPEC. FOR FASTENER RECOMMENDATIONS) MOISTURE PROTECTION BARRIER SENERTHIK FIBERLATH MESH SENERTHIK INSULATION BOARD SENERGY FINISH COAT PM —MPB -1 TYPICAL SENERTHIK WALL SYSTEM APPLICATION WITH MOISTURE PROTECTION BARRIER CORNER BEAD SENERGY FINISH COAT NYLON ANCHOR MOISTURE PROTECTION BARRIER SENERTHIK BASE COAT MASONRY FIBERLATH MESH SENERTHIK INSULATION BOARD CORNER BEAD DETAIL PM —MPB -6 PRELIMINARY MECHANICAL FASTENER PATTERN FOR SENERTHIK INSULATION BOARD SHEATHiNG -� NOTE: MECHANICAL FASTENER - MOISTURE PROTECTION BARRIER PATTERN SHOWN IS FOR STUDS 610 mm 0.C. (24 ") REFER TO SPECS FOR FASTENER SPACING & REQUIREMENTS FOR .STUDS 0 406 mm 0.C. (16 "). MASONRY. ETC. TYPICAL SENERTHIK WALL SYSTEM INSTALLATION (NoT TO SCALE) AO H MOISTURE PROTECTION BARRIER PM —MPB -2 SHEATHING SENERTHIK INSULATION BOARD FIBERLATH MESH SENERTHIK BASE COAT MOISTURE PROTECTION BARRIER BACKER ROD AND SEALANT FLASHING WINDOW FIGURE 7— SENERTHIK WITH MPB COMPLETED MECHANICAL FASTENER PATTERN FOR SENERTHIK INSULATION BOARD AND FIEERLATII MESH NYLON ANCHOR VI SENERCY FINISH COAT �� ww. ir�I FRAMING STOPBEAD WINDOW HEAD DETAIL WITH STOPBEAD' ER -3850 SENERGY FINISH COAT SENERTHIK BASE COAT SENERTHIK FIBERLATH MESH SENERTHIK INSULATION BOARD PM —MPB -8 ke Page 22 of 24 SENERTHIK INSULATION BOARD FIBERLATH MESH SFNERTHIK BASE COAT MOISTJRE PROTECTION BARRIER SHEATHING NYLON ANCIIOR SENERCY FINISH CCAT STOPBEAD BACKER ROD AND SEALANT WINDOW METAL COPING MIN. 50 mm (r) STOPBEAD FIBERLATH MESH SENERTHIK BASE COAT MOISTURE PROTECTION BARRIER SENERGY FINISH COAT SENERTHIK INSULATION BOARD SHEATHING WINDOW JAMB WITH STOPBEAD (PLAN VIEW) \— FRAMING PM-MPB- 10 METAL COPING DETAIL PM- MPB -15 FRAMING ROOF SYSTEM WINDOW NOTE: EXTEND FLASHING MINIMUM 50 mm (2 ") OVER SENERTHIK WALL SYSTEM FIASHING SENERTHIK INSULATION BOARD NYLON ANCHOR MOISTURE PROTECTION BARRIER SHEATHING STOPBEAD SENERTHIK BASE COAT FIBERLATH MESH SENERGY FINISH COAT FIGURE 7— SENERTHIK WITH MPB — (Continued) ER -3850 v WINDOW SILL DETAIL (FLUSH) PM- MP8-12 SENERTHIK INSULATION BOARD SENERTHIK BASE COAT F1BERLATH MESH FRAMING SHEATHING SENERGY FINISH COAT NYLON ANCHOR MOISTURE PROTECTION BARRIER STOPBEAD FLASHING FOUNDATION • R INATIO AT F N ATION F USH PM- MPB -16 Val TINTI Page 23 of 24 FRAMING SHEATHING SENERTHIK BASE COAT MECHANICAL FASTENER ASSEMBLY (REFER TO SENERTHIK SPEC. FOR FASTENER RECOMMENDATIONS) MOISTURE PROTECTION BARRIER SENERGY DRAINAGE MAT SENERTHIK FIBERLATH MESH — SENERTHIK INSULATION BOARD SENERGY FINISH COAT CORNER BEAD SENERGY FINISH COAT NYLON ANCHOR MOISTURE PROTECTION BARRIER SENERGY DRAINAGE MAT SENERTHIK BASE COAT MASONRY FIBERLATH MESH SENERTHIK INSULATION BOARD PM -CD -1 TYPICAL SENERTHIK WALL, SYSTEM APPLICATION CORNER BEAD DETAIL PM -CD -6 FIGURE 8— SENERTHIK CD PRELIMINARY MECHANICAL FASTENER PATTERN FOR SENERIIIIK INSULATION BOARD SHEATHING SENERTHIK INSULATION BOARD FIBERLATH MESH SENERTHIK BASE COAT MOISTURE PROTECTION BARRIER SENERGY DRAINAGE MAT NYLON ANCHOR FRAMING SENERGY FINISH CCAT STOPBEAD BACKER ROD AND SEALANT FLASHING WINDOW COMPLETED MECHANICAL FASTENER PATTERN FCR SENERTHR INSUUCIOH BCARO WIT FIRFRIAtH MESH WINDOW HEAD 0 TAIL WITH STOPBEAD ER -3850 PM —CD -2 NEP.GY FINISH COAT SENERTHIK BASE COAT SENERTHIK FIBERLATH MESH SENERTHIK INSULATION BOARD SENERGY DRAINAGE MAT SHEATHING NOTE: MECHANICAL FASTENER ' MOISTURE PROTECTION BARRIER PATTERN SHOWN IS FOR STUDS 6D 510 mm O.C. (24') REFER TO SPECS FOR FASTENER SPACI,VC It REQUIREMENTS FOR STUDS 9 406 mm O.C. (16'). MASONRY, ETC. TYPICAL SFNFRTHIK WAI I SYSTEM INSTALLATION (Nor TO SCALE) PM -MPB -8 Gut Page 24 of 24 SENERTHIK INSULATION BOARD FIRERIATH MESH SCNCRTIIIK BASE COAT MOISTURE PVG ILCIIDY BARRIER SENERGY DRAINAGE MAT -- SHEATHING NYLON ANCHOR SENERGY FINISH COAT - STOPBEAD BACKER ROD AND SEALANT WINDOW METAL COPING MIN. 50 mm (2 ") STOPBEAD FIBERLATH MESH — SENERTHIK BASE COAT MOISTURE PROTECTION BARRIER SENERCY DRAINAGE MAT SENERGY FINISH COAT SENERTHIK INSULATION BOARD SHEATHING PM -CD -10 WINDOW JAMB WITH STOPBEAD (PLAN VIIEW) 1 NYLON ANCHOR FRAMING METAL COPING DETAIL FRAMING -ROOF SYSTEM PM -CD -15 WINDOW NOTE: EXTEND FLASHING MINIMUM 50 mm (2 ") OVER SENERTHIK WALL SYSTEM FLASHING --- r SENERTHIK INSULATION BOARD NYLON ANCHOR MOISTURE PROTECTION BARRIER SENERGY DRAINAGE MAT SHEATHING STOPBEAD SENERTHIK BASE COAT F1BERLATH MESH SENERGY FINISH COAT SENERTHIK INSULATION BOARD SENERTHIK BASE COAT FIBERLATH MESH - FRAMING SHEATHING SENERGY FINISH COAT NYLON ANCHOR MOISTURE PROTECTION BARRIER STOPBEAD SENERGY DRAINAGE MA FLASHING FOUNDATION FIGURE 8— SENERTHIK CD— (Continued) ER -3850 WINDOW SILL DETAIL (FLUSH) PM -CD -12 TERMINATION AT FOUNDATION (FLUSH) PM -CO -16 kga Page 15 of 24 (SEALANT INSTALLER NAME) Completion Date: THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUC- TURE LOCATED AT THE ADDRESS INDICATED BELOW: Vey CONFORMS TO (EIFS MANUFACTURER NAME) AND (SEALANT MANUFACTURER'S NAME) RECOMMENDED INSTALLATION PRACTICES AND SEC- TION(S) OF ICBO ES, INC., EVALUATION REPORT ER- �_ . Address of Structure: Pr uct Component N es: % �'Z S Primer(s) r �'7 NA.. eA Vi. 02_ Sealers Bond Breakers S b d D 'vSealant Materials '�-� O 62 6C INSTALLATION A. Designer's requirements, details and instructions B. Sealant manufacturer's details and requirements C. Exterior insulation manufacturer's requirements D. The information entered above is offered in testimony that the Sealant installation conforms with the sealant manufacturer's installation methods and procedures, and the EIFS manufacturer's evaluation report. Sealant Installer Comp a Name and Address: 'G — �Xli7ZE cv A 7 Signature of Responsible Officer: Typed Name and Title of Officer: _ � Telephone Number: (2) ) 7 t3tre 32.l cc: Original: Copies: Building Department EIFS Manufacturer EIFS Contractor Sealant Manufacturer © c.d‘..A 1 . CONFORMS ys yy T oS (Must be submitted with EIFS contractor declaration.) FIGURE 4 WU Nov 2 4 2003 SGA CORPORATIO N ER -3850 A(1,4 -7" V A% vl "0"%L -14-17 l.� N I. BASIC USES • Pecora 890 is designed primarily for sealing expansion and control joints in precast concrete panels, architechtural stones, metal curtainwalls, perimeter sealing of doors and windows, Exterior Insulation Finish Systems (EIFS) and numerous other areas requiring a high- performance sealant. It adheres tenaciously to concrete, natural stones, masonry, steel, fluoropolymer painted and powder coated aluminum, wood, vinyl and many other plastics, generally without need for a primer, and performs equally well in new or remedial construction. 2. MANUFACTURER Pecora Corporation 165 Wambold Road Harleysville, PA 19438 Phone: 215- 723 -6051 800- 523 -6688 Fax: 215 -72I -0286 Website: www.pecora.com 3. PRODUCT DESCRIPTION Pecora 890 is a one -part, neutral- curing, ultra low- modulus silicone sealant that reacts with atmospheric moisture to form a durable, flexible building sealant. Pecora 890 performs exceptionally well under dynamic conditions due to its ultra-low modulus, high extension /compression, recovery properties and strong adhesion to most building materials and accommodates long -term movement of +100-50% in properly designed joints. Harsh weather conditions, rain, sleet, snow, sunlight and extreme temperatures, high ozone concentrations and /or exposure to intense ultra violet rays have very little effect on the ultimate performance of 890 even after years of such exposure. Pecora 890 is particularly well suited for use in Exterior Insulation Finish Systems (EIFS) because of its proven strong Test Property Cure Time (days) Flow, Sag, Slump Full Adhesion (days) Tack Free Time (hours) Tool/Work Time (minutes) Since Pecora arcnitectural sealants are applied to varlet suostrates under diverse environmental conelcfons ano construction s tuatlons it is recommenced that substrate testing to ctnaucced prior to application. adhesion to all base and top coats and because its ultra -low modulus formulation places minimal stress on the bond line. Additionally, Pecora 890 is available in many of the more popular EIFS colors. Limitations: Pecora 890 should not be used in the following applications: • Sealing horizontal decks, patios, driveway or terrace joints where abrasion or physical abuse is encountered. • Below grade or sealing submerged joints or below the waterline in marine uses. • In totally confined or air -free spaces since moisture is necessary for cure. • In designs that will be painted after application of the sealant. Sealant should be applied after painting is completed. • In structural glazing applications. • On surfaces with special protective or decorative coatings without prior consultation with Technical Services. • With building materials that bleed oils, plasticizers or solvents, i.e. impregnated wood, oil -based caulks, some vulcanized rubber gaskets or tapes, etc. TABLE I:TYPICAL UNCURED. PROPERTIES at 77°F (25°C), 50% R.H. TABLE Z: TYPICAL CURED PROPERTIES After 7 days cure at 77 °F (25 °C), 50% R.H. Test Property Dynamic Movement Capability ( %) Elongation ( %) Hardness (Shore A) Modulus @ 100% Elongation (psi) Ozone /UV Resistance Peel Strength (pH) Staining, Color Change Tear Strength (ppi) Service Temperature Range ( °F) Tensile Strength (psi) 'Mh'R1ySi}VQ�C!v.�3»'; k'fN:'�/1:nr.mran: Specification Data Sheet PECORA CORPORATION • In interior penetration firestop systems. • On surfaces in direct contact with food. For such applications, use of Pecora 860 silicone with FDA approval is recommended. • Architectural stones, such as marble and granite vary greatly in porosity, some bleeding of the sealant into the substrate is a possibility. Laboratory substrate testing for stain potential is required. If positive, Dynatrol® II two -part urethane is suggested. PACKAGING • 10.1 fl. oz. (.300 ml) plastic cartridges • 20 fl. 07.. (.592 ml) sausages • 2- gallon (7.57 L) pails COLOR • Black, Limestone, Precast, Classic Bronze, Tru- White,Aluminum Stone, Beige, Bronze, Natural Stone. • 32 Special Color -Flex Designer colors and an unlimited range of custom colors (certain restrictions may apply). • Visit custom color cools on www.pecora.com to assist in custom color selection (minimum 30 gallons). Value 7-14 Nil 7-14 I -2 14 -15 Value ± 100 -50 1000 15 -18 30 Excellent 25 None 30 -60 to +300 120 Test Procedure Pecora Corporation ASTM C639 Pecora Corporation ASTM C679 Pecora Corporation Test Procedure ASTM C719 ASTM D412 ASTM C661 ASTM D412 Weatherometer ASTM C794 ASTM C510 ASTM D624 Pecora Corporation ASTM D412 • r• Typical Applications for Pecora 890 Ultra Low - Modulus Silicone Sealant El FS EXPANSION JOINT Pecora 890 . 4 ' D Concrete EXPANSION JOINT Pecora 890 Backer Rod Pecora 890 Weatherseal \S\ X Specification Data Sheet MASONRY WINDOW FRAME Natural Stone L i•4 I : I - ; _ ; ! - . f , _ : J. t._..1_1 J_.; 1. L 1 :i..' .' -4- 4- - -i— + -. -1. -- . . 4.TECHNICAL DATA Applicable Standards: Pecora 890 meets or exceeds the requirements of the 42 following industry specifications: 11:S -230C, Class A,ASTM C920, Class 25, Type S, Grade NS, Use NT, G, A, M, 0, and CGSB- I9GP -9. Joint Design: A thin bead of silicone will accommodate more movement than a — thick bead. Pecora 890 Silicone sealant should be no thicker than 3/8" (9 mm) and no thinner than I /8" (3 mm) for joints where excessive movement is expected. Ideally, the ratio of joint width to the sealant depth should be about 2:1 when appropriate.The width of building — expansion joints varies because of seasonal and daily changes in temperature. If Pecora 890 cannot be installed when the design width is approximately halfway between the dimensional extremes, the designed joint must be at least twice the total anticipated joint movement. Good architectural practice calls for joint design of four times the anticipated movement due to construction tolerances and material variations. 5. INSTALLATION Surface Preparation: Clean all joints and glazing areas by removal of foreign matter and contaminants such as oil, dust, grease, frost, water, surface dirt, old sealants or glazing compounds and any protective coating. Porous substrates and precast concrete panels using form release agents other than polyethylene film should be cleaned by grinding, saw cutting, blast cleaning (water or sand), mechanical abrading or a combination of these methods which will provide a sound, clean and dry surface for sealant application. Dust, loose particles, etc. should be blown out of joints with oil -free compressed air or vacuum cleaned. Metal, glass and plastic surfaces should be cleaned by solvent procedure or by mechanical means. Soap _.- or detergent and water cleaning treatments are not recommended. Cleaning of all surfaces should be done on the same day on which the sealant is — applied. CAUTION: Solvents may be toxic and /or flammable. Refer to solvent manufacturer's instructions or Material Safety Data Sheets. Priming: Pecora 890 does not require priming on most common substrates. However, Pecora strongly suggests adhesion pretesting, either in the field or in Pecora's laboratory on all porous substrates, particularly brick, as well as unusual building materials and other substrates where special coatings or surface treatments may impair optimum adhesion.Where primer is indicated, P -64 should be used on porous substrates and P -I20 on special metal and plastic surfaces. All EIFS substrates require priming with P -64 primer. Contact Technical Services for primer use on other substrates. To assist in this determination Pecora has a list of adhesion -in -peel test results on a wide variety of substrates and building materials which is available on request from Technical Services. Pecora routinely conducts project specific adhesion, compatibility, and staining tests in its laboratory on representative substrate samples. Consult Technical Services for details. GOOD POOR Note width -depth ratio,concave surfaces,and non - adhering back -up material. hi 1 ! Bond breaker tape prevents adhesion of bottom side. Principle: The lap joint will withstand or less than width W. w Joint has sufficient bulk (width) to withstand shear. To withstand 1/8" movement, existing 3/16" joint was widened to 1/2 ". EXAMPLES OF DIFFERENT JOINTS Joint Backing: Backer rod controls the depth of the sealant and allows it to be applied under pressure. Use a size that will compress 25 %. Denver Foam open -cell polyurethane or reticulated (soft) polyeth- ylene rod is recommended. Closed -cell polyethylene may be used but care must be taken not to puncture the rod which can cause outgassing or bubbling /blistering in the sealant. Open -cell polyurethane is required with non - porous substrates to allow proper curing from both sides of the sealant. In joints too shallow for backer rod, use a polyethylene bond - breaker tape to prevent three -sided adhesion. Application: All joints should be masked to ensure a neat appearance and prevent sealant applied outside the joint confines from imparting a discoloration to the substrate. Too deep, poor shape, sealant adheres to bottom side. Bond breaker is not used. total movement ineither direction equal to Joint has insufficient bulk. A l B A. Too deep exceeds the width B. Although shape is good, 3/16" width cannot withstand 1 /8 "movement. r3i " Sealant should be applied in a continuous operation using sufficient pressure to fill the joint and make complete contact to -f the joint sides.Tool the sealant slightly concave using solvent or dry - tooling techniques. Contact Technical Services f . prior to tooling with solvent. Do not tool with soap or detergent and water .solutions. ToolTime: (Initial Skin): 25 -35 minutes ""at 77° F (25° C), 50% RH. Higher tempera- tures and /or humidity will shorten this time. " Clean Up: Immediately remove all excess sealant and smears adjacent to joints with mineral spirits. For equipment cleanup, also use mineral spirits. Consult manufacturer's Material Safety Data Sheet for handling and safety precautions. Shelf Life: Pecora 890 Silicone has a shelf life of 12 months from date of manufac- ture when stored in unopened cartridges at temperatures lower than 80° F (27° C), or 9 months in tightly- sealed bulk packages and performs equally well during any part of this shelf life. Precautions: Use sealant in well - ventilated areas. Contact with uncured sealant may irritate eyes and skin. Flush eyes with water for 15 minutes and seek medical attention if irritation persists. May be harmful if swallowed. Refer to Material Safety Data Sheets for additional information. 4._ l_.. _1.._,_ ; i. 4 .4. . { 1_ I { { J_ . _ FOR PROFESSIONAL USE ONLY. KEEP OUT OF THE REACH OF CHILDREN. = l PECORA CORPORATION P E O P L E HARLEYSVILLE, PA 165 Wambold Road, Harleysville, PA 19438 3K0303 Phone: 800- 523 -6688. 215- 723 -6051 • FAX: 215. 721 -0286 6.AVAILABILITY AND COST Pecora products are available from our plants and warehouses, or from stocking distributors in all major cities. For the name and telephone number of your nearest representative call one of our locations listed below or visit our website at www.pecora.com. 7. WARRANTY Pecora Corporation warrants its products to be free of defects. Under this warranty, we will provide, at no charge, replacement materials for, or refund the purchase price of, any product proven to be defective when used in strict accordance with our published recommendations and in applications considered by us as suitable for this product.This warranty is in lieu of any and all other warranties, expressed or implied, and in no case will Pecora be liable for incidental or consequential damages. 8. MAINTENANCE If the sealant is damaged and the bond is intact, cut out the damaged area and recaulk. No primer is necessary. If the bond has been affected, remove the sealant, clean and prepare the joint in accordance with the instructions under "Installation ". Specification Data Sheet 9.TECHNICAL SERVICES Pecora representatives are available to assist you in selecting an appropriate product and to provide on -site application instructions or to conduct jobsite inspections. For further assistance call our Technical Service Department at 800 - 523 -6688 or 215- 723 -6051. 10. FILING SYSTEMS • Sweet's Catalog File: www. sweets. corn • General Building 07100 Waterproofing - 07920 Sealants • Civil Engineering - 07100 Waterproofing i=ce ISO 9001:2000 KEMA CERTIFICATE • P R O D U C T S • P E R F O R M A N C E Accreaited by ANSI - RAE NAP www.pecora.com DALLAS,TX 11501 Hillguard Road, Dallas, TX 75243 Phone: 800-233-9754 • 214- 348.5313 • FAX: 214. 348.5421 s���:.:.: f.::. .t:.�..D.�:✓ +4�:t�.;t.:a}t'iiat i?,1�:;1:.i:+u:.�:.h:::. 7 dav'd kehle May 27 2003 City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 Attn: Ms. Carol Lumb Re: Market Trends 375 Corporate Drive South D03 -147 Dear Carol, SEATTLE, WA 98168 I am in receipt of your letter of comments dated 5/20/03 requesting more information relative to how this design is compatible with the original design of 1979 and regarding design review of the project. A. Regarding the original design review of 1979, the building footprint has not changed, nor the articulation or fenestration, just the exterior wood surface is changing. Windows and the "shade screen" remain intact as do the entry points and building offsets. The new surfacing will enhance the facade break -up with both horizontal reveal banding, and the upper band has a thickened head and an articulated cornice. The adjacent office buildings to the north which appear to be previously a part of an overall development with Boeing, was recently remodeled with the exterior skin treatment very similar to what Market Trends is doing now. The Southcenter Corporate Square remodel was done in late 1997 or early 1998, under Lowe Enterprises. Market Trends exterior remodel will be extremely similar with colors, texture and materials being the same. B. As for the design review, the construction cost for the exterior remodel is $330,000 or 17% of the value of the building only per 2003 tax records (see attached) of $1,934,900 of building only value. It appears this would fall within the administrative design review (your correction letter). INCOMPLETE 12720 GATEWAY DRIVE, SUITE 116 LTR# (206) 433 -8997 FAX (206) 246 - 8369 email: dkehle ®seanet.com Ms. Carol Lumb City of Tukwila Re: Market Trends May 27, 2003 Page 2 Carol, Market Trends is just trying to match what was already done (I assumed approved) in Southcenter Corp. Square in late 1990's. You may want to reference that project approval for ours as well. If you have any questions, please call. DK/mt Enclosure: Tax Assessment cc: Ms. Karen Young Mr. Trygve Oye a:10O38ccitylet5 -27-03 • PROPERTY TAX RPIO (V ACCOUNT NUMBER 262304 9142 - 09 280342A BRING ALL PARTS WHEN PAYING IN PERSON hTF ENTERPRISES LLC - -- 375 CORPORATE DR S TUKWILA WA IM Orsar. II TEIU3r T0: YFAI1 IIIrEFIEC r FtrIAL FY DELINQUENT TOTAL �;nnlo 7tHaL PPoNCIPAL PEHALrV (6E€ REVERSE PRINCIPAL AJIOUN 32,879.28 *HALF AMOUNT PI ENTERPRISES LLC UKWILAPWAATE DR S KEEP THIS PORTION 860654 *OTHER CHARGES 98188 NOX WEED 860654 98188 ..JRRENr °L 2.. 51FIUUT QN • - • Sitio Local Schau' Support_ .. 701.7 7 Ccunh/ ............... 3,931.44 Croy 8,479•55 Unncrn prwal�drfroad Pair. nra Sower &ior Water .. 11456065 LHLsdy 406.31 CHOW 703.3 4 eaioratnCi Mad Spa .. ' 6.68 Mlles Char�a ... .... TOTAL CUPIINTSUMO 754.41 ':JHHEVT (TILING IAFCPMAr1ON 4�U7 r1 first 11•11 [mit bU p.adt Ut paurniaked try Apra SO, or FULL AA(4UNF BECOMES UEU LQUENI' and aerrkea biL riraL ar <I p.•+ralry as praacnted by law. .Y rout half paid by 4r1I 7) sneond hale Trust ba paid try Octobtr SL or it bosom's deingaont and a cruas uriares1 add penalty LOT 2 OF CITY 4F TUKWILA SHORT PLAT NO L97•41049 RECORDING NO 4711069009 SAID SHORT PLAT DEFINED — PORTION OF E 1/2 OF N NW 1/4 OF SE 1/41 BEGIN NE ETC I rtri PAIn OP LAMOUN MAY SE PROPERTY ADDRESS 575 ANDOVER PARK W 1.68 Land Valu,, ltnpraverne•a 1eii Eaerrpt Value . TAXABLE Larf Rana. (iacarol Tav 'Mika( Charyas TOTAL CURRENT HILLIdU Onuttad Taxss . ............ TOTAL CURRENT BILLING pLCLUDIIN OMlrfi..... . VOTER APPROVED SOIL CON DUE OCTOBER 31 1, 34,900 2,9113,300 11.28363 32,87 NaliktftrAk 91951.92 0000000 00000000000000000000000000000000U000000000000000026230491420900164396408 1: �f•�.: - - 1. wa.wxJ:ir�lW.u3. �.W.:�i. w•:/.i4f++L::aLi�i 16,439.64 Z � z • W 6 U O 0 U) 0 W r J I-- • LL W 0 LL ▪ a • ILI Z I— 0 W • LU 0 a O — O I— II' I— z U - O F" Z May 21, 2003 David Kehle David Kehle Architects 12720 Gateway Drive, Suite 116 Seattle, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -147 Market Trends 375 Corporate Drive S Dear Mr. Kehle: Planning Division: Carol Lumb, Senior Planner, at (206)431 -3661, if you should have any questions regarding the attached. If you have any questions, please contact me at the Permit Center at (206)431 -3670. Sincerely, /1-126/- Brenda Holt, Permit Coordinator encl File: Permit File No. D03 -147 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 16, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 u:rch - � >w.raa.a.tm A4.20,70. `laia4hau:'u ACTIVITY NUMBER: D03 -147 DATE: 05 -29 -03 PROJECT NAME: MARKET TRENDS BUILDING SITE ADDRESS: 375 CORPORATE DR S Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # DEPARTMENTS: Buirding Division Public Works Documents /routing sllp.doc 2.28-02 ;-' :RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ❑ Structural ❑ ;'ERM1T COORD COPY Revision # After Permit Is Issued Fire Prevention Planning Division 6+• Permit Coordinator DUE DATE: 06 -03 -03 Not Applicable ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 13/ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -01 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Y.F xsi J':•Jvyt: Y;Sr =:�`ii..a.33Y 4w�:as= +a�'Li•:i: /. ACTIVITY NUMBER: D03 -147 DATE: 05 -16 -03 PROJECT NAME: MARKET TRENDS BUILDING SITE ADDRESS: 375 CORPORATE DR S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division n Fire Prevention Pub 'c Works i j _ -03 Structural ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: C - 2 - I'o 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ( PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Documents /routing slIp.doc 2.28.02 E T COOK. (ME �..,..�'' PLAN REVIEW /ROUTING SLIP I11 L di2it ce Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thur .) DUE DATE: 05 -20 -03 Complete ❑ Incomplete Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06 -17 -03 0 1� Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: PER GOON) con Staff Initials: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: MARKET TRENDS Project Address: 375 Corporate Drive S Contact Person: David Kehle Phone Number: 'MQ+ Summary of Revision: Plan Check /Permit Number: D03 -147 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 'V Entered in Permits Plus on ,SZe Re CITY OF rum/RA PERMIT CENTER 05/21/03 0 0 _,—,. s., �.,—r+ �y��rs�lri- 1• L�+1 �-" y :�-= w��:+«�w.G.1`.+".'•r"►.w+r r."`��.- ^.� ^:�' - . l J. ,'�.C: .+a:.: -.;.[: :� ^ -. ..- _.�. -..... _.�.�.......r.+�r. —s �"�� I.)IW I I'MENT 01' LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONS CONT GENERAL ''REGIST . . # H,X.P . DATE CC(31: ri SGAC0* *00413S 01/10/2004 EFFECTIVE; D11.TE 01/10/1992 S• G:411CORPOIU\TION 1501 N 200TH ST SHORELINE WA 98133 I7• ?i Ilt ?.18111 i vfl1 _�: cam » a^^ + ��y .• '�"""'� ` i'111IILIh' ��� _ legal II Awl tti•.i >I11y - - -_. • R • • • • ••.r..,rMINN . .......w•, •,r,•••••.r.. r BUILDING 11 2 STORY F.F.=24.50 17,062 S.F. SITE PLAN / VICINITY • 0 501'47'29 "W 30.00' r° v •a r xi.. _ . 7l "lair IC .i::=' w ti • LEGAL DESCRIPTION THAT PORTION or THE EAST HALF or THE NORTINEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST Y.M. , IN KING COUNTY, WASHINGTON DESCRI1ED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER OF SAID EAST HALF WHICH IS NORTH 88005'42' VEST ALONG THE NORTH LINE OF SAID SINTICAST QUARTER A DISTANCE OF 1,339,34 FEET FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 01047'29' WEST ALONG THE EAST LINE W SAID EAST HALF A DISTANCE OF 1,322.34 FEET TO THE SOUTHEAST COINER THEREOF; DISTANCE O' 659.35 FEET TO THE HEST LINE OF THE EAST 659.34 FEET OF SAID EAST HALF; THENCE NORTH 01o47 EAST ALONG SAID VEST LINE A DISTANCE W 1,320.30 FEET TO THE NORTH LINE OF SAID EAST HALF; THENCE SOUTH 08005'42' EAST ALONG SAID NORTH LINE A DISTANCE OF 659.34 FEET TO THE POINT of BEGINNING; EXCEPT THE EAST 31 FEET THEREON' FOR ROAD J ALSO EXCEPT RAILROAD TRACKAGE AS RESERVED BY IDIION PACIFIC RAILROAD COMPANY AS DISCLOSED BY DEED READ UNDER RECORDING NO. 7607070502; ALSO EXCEPT THAT PORTION OF SAID SUBDIVISION DESCRIED AS FOLLOWS BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK VEST, WHICH POINT DEARS NORTH 88005'42' VEST 1,369.34 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER, AND SOUTH 01047'29' VEST 451.30 FEET ALONG SAID WESTERLY MARGIN OF ANDOVER PARK VEST FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY !MARGIN, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50,000 FEET AND A CENTRAL ANGLE OF 90006'49' AN ARC LENGTH OF 78.64 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 501.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER; THENCE ALONG SAID PARALLEL LINE NORTH 88005'42' VEST 326.76 FEET) THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET MI A CENTRAL ANGLE OF 54045 AN ARC DISTANCE OF 14.34 FEET TO A POINT IF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CRIUVE ALONG THE ABC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 289031'52' AN ARC DISTANCE OF 252.66 FEET TO A POINT IF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54o45'56', AN ARC LENGTH OF 14.34 FEET TO A LINE THAT IS PARALLEL TO AND 546.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER; THENCE ALONG SAID PARALLEL LINE SOUTH 88005'42' EAST 327.05 FEET; THENCE LEAVING SAID PARALLEL LINE, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURIE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 89053'11', AN ARC LENGTH OF 78.44 FEET TO A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK VEST) THENCE ALONG SAID WESTERLY MARGIN NORTH x.047'29' EAST 145.01 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION MORE PARTICULARLY ICSCRIDED AS FOLLOWS' BEGINNING AT A POINT ON THE WESTERLY MARGIN OF ANDOVER PARK VEST WHICH POINT BEARS NORTH 88005'42' WEST 1,369.34 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER AND SOUTH 01047'29' VEST 973.30 FEET ALONG SAID WESTERLY MARGIN OF ANA PARK VEST FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE FROM SAID POINT OF BEGINNING LEAVING SAID WESTERLY MARGIN, TANGENT TO THE PRECEDING COURSE, ALONG THE ARCH OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90006'49', AN ARC LENGTH IF 78.64 FEET TO A POINT A LINE THAT IS PARALLEL TO AND 1,023.40 FEET SOUTHERLY OF THE NPRTHERLY LINE OF SAID SOUTHWEST QUARTER; THENCE ALONG SAID PARALLEL LINE NORTH 88005'42' VEST 326.76 FEET; THENCE LEAVING LAST SAID PARALLEL LINE TANGENT TO THE PRECEDING CO ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE OF 54045'56', AN ARC DISTANCE OF 14.34 FEET TO A POINT OF REVERSE CURVATURE; THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL. ANGLE OF 289031'52', AN ARC DISTANCE OF 252.66 FEET TO A POINT OF REVERSE CURVATURE J THENCE TANGENT TO THE PRECEDING CURVE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 15.00 FEET AND A CENTRAL ANGLE IF 54045'56', AN ARC LENGTH OF 14.34 FEET TO A LINE THAT IS PARALLEL TO AND 1,068.40 FEET SOUTHERLY OF THE NORTHERLY LINE IF SAID SOUTHEAST QUARTER; THENCE ALONG SAID PARALLEL LINE SOUTH 88005'42' EAST 327.5 FEET; THENCE LEAVING SAID PARALLEL LINE, TANGENT TO THE PRECEDING COURSE, ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS IF 50.00 FEET AND A CENTRAL ANGLE OF 89053'11', AN ARC LENGTH OF 78.44 FEET TO POINT ON THE WESTERLY MARGIN OF ANDOVER PARK VEST; THENCE ALONG SAID WESTERLY MARGIN NORTH 01047'29' EAST 145.00 FEET TO THE POINT OF PEGINNING. o'ske * • ♦ )4 1C4j*„d GENERAL I LAND USE' C.M. INDUSTRIAL COLE. 1997 U.D.C. V/ AMENDMENTS SEISMIC ZONE' 3 FIRE ZONE' I I I OCCUPANCY' I arr ICE CONSTRUCTION TYPE' MN SPRINWLERED PARKING' STANDARD = 110 STALLS COMPACT * 2 HANDICAPPED = 2 TOTAL PARKING 114 PARKING RATIO' 1/151 Si BUILDING ADDRESS 685 ANDOVER PARK V. TAX PARCEL NRoERI 2622314- 9173 -00 FOR ENTIRE PARCEL) TENANT AREA s 504 S.F. LIGHTING NOTES LIGHTING IS EXEMPT FROM ENERGY CODE SINCE LESS THAN 602 OF TIE FIXTURES ARE NEV AND INSTALLED WATTAGE IS LOT KING INCREASED. NOTES 1) EXISTING BUILDING EgYELEPE IS NOT KING MODIFIED. INK ZONING AND TMIOSTAT LOCATIONS TO K REVIEWED AND APPROVED BY TOIANT Alm OWNER. 2) LIGHTING IS BEING RE -USED (AT LEAST 6570 AND IS THEREFORE EXEMPT FROM ENERGY CODE REQUIREMENTS. 3) LIGHT CIRCUITING SHALL NOT EXCEED 902 OF A 20 AMP CIRCUIT. MULTI LEVEL SWITCHING, WITH IN 12' OF WINDOW WALL. 4) ADJUST SPRINKLERS AS REQUIRED SCOPE UF WERK REPLACE EXTERIOR FINISH LEGEND EXISTING VALL NEV STEEL STUD WALL TO UNDERSIDE OF CEILING NEV STEEL STUD VALL WITH SOUND INSULATIOlN FORM TYPE/ CAULK AT BASE, 2' -0' E.S. AT CEILING WITH SOUND BATTS. EXISTING WALL TO BE REMOVED. NEIL DOOR EXISTING DIOt EXISTING DAR TO BE REMOVED ", DUPLEX OUTLET 21 WALL TELEPHONE AND DATA OUTLET, NUDRING, CONDUIT AND PULL STRING ONLY. 0 THERMOSTAT NMI N m ELECTRICAL DATA AND PHONE CONNECTION FOR CUBICLES VERIFY WITH FURNITURE CONTRACTOR AND TENANT 3 CIRCUITS PER POLE V/J BOX ABOVE CEILING ILLUMINATED EXIT SIGN 2' X 4' EXISTING LIGHT TO DE REMOVED OR RELOCATED. 2' X 4' EXISTING LIGHT TO REMAIN. INDIVIDUAL OFFICE. 2' X 4' NEV LIGHT OR RELOCATED 0 RECESSED LIGHTS TO BE REMOVED 150 WATTS EACH FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval d plans does not authc. ize the violation of any adopted code or ordinance. Receipt of con- tractors _f oved plans acknowledged. It* i‘scops of -nous' polo wo scioNG se AD_ aro,: _ppcovw,43;000:11.4., L A., 0-4 oitici w00% .1)o•1 • CITY CIF TUKWILA MAY 152CC Pewit CENfTER 10/30/00 1148 am II\CAD\ N CA CDao M C O * N 0 0 Z x _ < SEPARATE PERMIT REQUIRED FOR: ❑ ECHANICAL ELECTRICAL O PLUMBING O GAS PIPING - CITY OF TUKWILA BUILDING DIVISION 4 L b 4 W Q co Ozoe We* cciaz 0>O oic3z � C� W Z o�3 w V�J F- 3 Opkio amp- SD -1 I I ktrd\ wi az w I ioo► E‹ -- Rui �-03 N 'Q V) co F 1.dwg r we, .4. owl II 14 ..Y.Cow, _.. •••∎•..•4`.. ...w•qP... -...,. -••••• q.4. w.4 .'.- .....4.•.n..'...r..gMn..... .. -.,,, , ., , ,._....,,T ... ..v. a • .. _r - -_ r- - . • -•••- -awn- . '.; ..M• Oa - •_ . _ • • 6 -rs b SECOND FLOOR PLAN NORTH _tr Co 1' 3' 10' °I)0 20' SCALE 3/32" • 1' -0N 14 20' SCALE 3/32" • 1' • 30' 30' RIVIIRPECI an OF TUKWILA MAY 1 5 2C3 PEA ClNTIR 4m' 1030/00 11408 an H=\CAD\9733MK ' \W 4®' •■••. 00 W I < CL La— 0 z 2") J m Z W I- I -s 44c W W Z H A -1 \A4dw • a i a • C r • I a O O O p 3 E§ 4 -�1 tr '75\ C C: 3'-6' 4' _I J EXTERIOR IMPROVEMENTS FOR THE MARKET TRENDS BUILDING SOUTHCENTER CORPORATE SQUARE 87b CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 98188 29 ' .'. V (206) 433-8997 FAX PHONE (206) 246 -8369 12720 GATEWAY DRIVE SUITE 11 SEATTLE, WASHINGTO 9 8 1 6 8 o z Z . -v !' -' 2W 6`-6' x-6 . _ S'-6' • V gr% it .:► Nip SCALE: 142 • r-er VARIES SCALE: 1-1,2 • r-o' PERSPECTIVE VIEW SCALE: I-W . SECTION VIEW -13E47 TO WALL EX K UL LAM. SUN SCRIM NEW BACK PLANKS -MELD TO TOP FLAKING (1!E WA.)) BACK1RAP ALL SUIVACES AMI,LATION ovie VIT CALK II/BACKER NOD TOP CAP -.E OORTC14 RA11 M 2 PECE CAP FUSING AT 15E01E0 TO WALL (EXTBO CUT 4') SNAP AND WALL NBILATIO 4 AID DRYYIT •CAW.K TO CAP EX BEAM MELDED OEAMIS CAP FLASHNG OVER MOT SICKEN) ii 41:".:r +1 i 4; PAST/ EDGE OF WFIT ecxE i -vr • r-fir NEW ORE* METAL OVER EX WINDOW MOLE NON-VISUAL TO KM TO MATO1 STCIEPRONT NI3J DRI VIT, OVER RIGID INSULATION ODRAINAGE SYSTEM, TYPICAL BACK IMP PRIOR TO INSULATION AID OVER EIREACPETAL • EXISTING STLK► 114LL *MC Wigan,. SCALE 142' • r-or EMOTING DULDNG MALL BACK SNAP OVER MASI**, NEW OMIT If DRAINAGE SYSTEM TRACK 2x JOIST mc*TNG VOTING GI.R1-Lm BEAM lIIN tIMLgNO WAOIQR ROD BASE MAP MID VSLATION (TYPICAL) DRYVR SCEl-wr•F•/r WINDOW CLO5U VIEW mTS. STUD SUIL.L SITI4 WOOD SOW mew OVER INV T • NEW FLAMM OWED EDGE •S!T N PIM =G IIIDED TO HOW APIS MIN IOW NMILATION VOV P POODLE s 2'4" Aff• i s YAMS mit taw Nei WIDE REVEAL SCALE: 4N'.II EXISTfl* $L1I SCREEN PPET DETAIL ORYV1T OVER 144' RIGID INSULATION EXISTNG STIR WALL M114 WOOD SIDING ()MOM PONS STARTER TRACK MTH SEEP HOLES EXISTING Ca CIETE auQEAD WNDOW J4 DETAIL wu, wr . re SC MC • ?4' WoW J14'6 DETAIL • I' DR1''VIT WALL BEYOND EXISTING BEET MTL. FLASIIs mc*M SW WALL M1w WOOD MIND NEW FLA$1/6 NEW DRYIAT OVER 144' RIGS NBLATION 0 VI 4 • W Q � ap Ozoe W O . gEwZ 0>0 0 O W = H Z gia ; 2 I - to 0 IN cOli- A -3 • At }• 0 DRYVIT WALL ISEYCOV EXISTNCs SIFT MIL FLAMING DI ION POINTS MUG SW MALL lMCMVD • w MOOD SIG cr y w MAY 1 5 ZCC Miff COMM DIMENSION POINTS IXISTING C1! BILK 1#AD q N. a) Ch (0 CO CO I I rf) CO N CO CO 0 0 N N SECTION Z Ox 05/14/2003 11:37 am Cs \CAD \0038MKTRD\ A -3.dwg . • • • •