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883 Betty Lane blare Use BLUE or BLACK Ink For Office Use • ~ ~ of Ealan Permit tk 9Y 3834 Pilot Knob Road Permlc Fee: ~ Eagan MN 65122 AU v - $ 1 { i 'bate tZecei 1 Phone: (651) 675-5875 Fax: (651) 675-5694 i Stall: l 2011 MECHANICAL PERMIT APPL.ICATI~;N Date: Site Address: Tenant; Tr'13~V cite Name:JLI~u `Phone.Q,1 r Address I City / Zip } „ ' Name: C License Address: -rlLl1S /4e-- City: State: _ Zip: Phone: --7 72 '*76 2C t' Email: er~^~Ol~ wt+i • 6 New +~Replacement Additional Alto fmn Demolition Description of work: L° ~~avE W 5 RESIDEN77AL - COMM RCIAL YY ~Y dE~ mace New Construction Interior Improvement ~AlrConditioner Install PiP m 9 Processed -Air Exchanger _ Gas Exterior HVAC Unit qtr Heat Pump i _ Under/ Above ground Tank install / Remove) s -Other RESIDENTIAL FEES: $55.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $95.00 Fire repair (replace burned out appliances, cluctwork, eta) (includes $5.00 State Surcharge) = $-46Y. TOTAL FEE COMMERCIAL FEES. $76.00 Underground tank Instal lationtremoval OR Contract *lug $ x1% MOO Allinimum (includes State Surcharge) _ $ Permit Fee - If the Permit FM is lass than $10,010, surcharge is $ 5.00 - If the Perms Ea is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee - $ Surcharge (i.e. a $10,010411,010 Permit Fee requires a $ 5.50 surcharge) TOTAL FEE CALL BEFORE YOU DIG, Call Gopher State One Call at (651) 464-0002 for protection against underground ubN1y damage. Call 40 hours before you Intend to dig to receive locates of underground uti0ttes. yMMoooherstateonecal I hereby acknowledge that this information is complete and accurate, that the work will be In conformance with the ordinances and codes of the City of Eagan; that I understand this Is not a permit, but only an application for a permit, and work is not to start without a pe;;h; that the work Will be in accordance with the approved plan In the case of work which requires a review and approval of plans, x1. Applicant's Printed Name-' x Applicants Signature 790 J . a r , T aged zS2EGG1,TS9 9WI1333213d Wdoo:6 110a BO 2nd PERMIT City of Eagan Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA081033 Eagan, MN 55122 . Date Issued: 11/13/2007 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 883 Betty Lane Lot: 1 Block: 1 Addition: Red Oaks PID 10-63100-010-01 Use Description: Sub Type: e-Reroof Construction Type: Work Type: Replace Description: House & Garage Census Code: 434- Occupancy: Zoning: Square Feet: 0 Comments: If there is no ice protection inspection prior to final, you must meet inspector with ladder and flat bar. Pictures are not acceptable in lieu of inspections. Fee Summary: BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 Valuation: 3,000.00 Total: $90.00 Contractor: -Applicant - Owner: Royalty Remodelers Jeffrey J Carlson 4411 Slater Rd 883 Betty Lane Eagan MN 55122 Eagan MN 55123 (612) 414-8199 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA085183 Eagan, MN 55122 . Date Issued: 08/11/2008 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 883 Betty Lane Lot: 1 Block: 1 Addition: Red Oaks PID 10-63100-010-01 Use Description: Sub Type: e - Furnace & Air Conditioner Work Type: New Description: Furnace & Air Conditioner Comments: Questions regarding electrical permit requirements should be directed to Mark Anderson, State Electrical Inspector, 952-445-2840. Fee Summary: ME - Permit Fee (Replacements) $50.00 0801.4088 Surcharge-Fixed $0.50 9001.2195 Total: $50.50 Contractor: -Applicant - Owner: Discount Appliance Jeffrey J Carlson 1061 - 109th Ave NE 883 Betty Lane Blaine MN 55434 Eagan MN 55123 (763) 572-1515 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type: Building 3830 Pilot Knob Rd Permit Number: EA087353 Eagan, MN 55122 . Date Issued: 11/10/2008 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 883 Betty Lane Lot: 1 Block: 1 Addition: Red Oaks PID 10-63100-010-01 Use Description: Sub Type: e-Reroof Construction Type: Work Type: Replace Description: House & Garage Census Code: 434- Occupancy: Zoning: Square Feet: 0 Comments: If there is no ice protection inspection prior to final, you must meet inspector with ladder and flat bar. Pictures are not acceptable in lieu of inspections. Fee Summary: BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 Valuation: 3,000.00 Total: $90.00 Contractor: -Applicant - Owner: Property Claim Solutions LLC Carlson Estate Trust 4655 Nicols Rd, Suite 202 7845 Brooklyn Blvd Eagan MN 55122 ST 102 (651) 994-2028 Brooklyn Park MN 55445 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature { a ~ wtrfi Cate 0 cccu ►anC4 (W4 Of Was" ~artmext o~ ~xiibixg ~a~~reeti~x This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use Classification: S' DW- Bldg. Permit No. 26417 I Occupancy Type R3/U I Zoning District R I ' Type Const. VN Owner of Building 110AIA"t 00-RY Address 3765 BMM LArE}EWAN Building Address 883 BETTY LANE Locality L I B I a EM OAKS f Dale: Building POST IN A CONSPICUOUS PLACE Address 883 BETrY I.AM Zip 5512 3 Lot 1 Blk 1 Sub Em oAKs THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECTION. Date: Yes No Inspector: 3. Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) V~ Permanent driveway l" Permanent gas Sod/Seeded grass Cam/ Trail/curb damage Porch t/ Basement finish Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shut-off of water supply to I the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contractor Copy To: 1NII LeFevre Page 3 of 3 ti~>+ 2009-02-10 08:29:26 (GMT) 16124653214 From: Vitally Gamayunov ~4?01~~~o T~-sr~~~I ( Cement Board Stucco. System-1000 Contractor Name } Completion Date: ~ ~y~~ ~ ~ e The Cement Board Stucco System 1000 Installed on the.Structured locate at the address indicated below_ Address of Structure. Product Component .names: p9s QD Z~ ~t ~ + ~ 4, 2 gyp , s'' t Installation: Co~fOrm, A. Substrate Type and Tolerance , 4., B. CBS-1000 1. Adhesive or Fasteners 2. Cement Board 3. Reinforcing Fabric,, 4. Base Coat 5. Weather-resistant Banner` C. The information. entered above is offered in testimony. that the CBS-1000 installation conform with the +CBS-1000 manufact€ rer's installation methods and pro~ceduves» and the CBS-1000 manufacturer's report. Note: An installation. card shell be received from the Sealant Installer indicating that the sealant installation conform with the CBS-1000 evaluation report and sealant aiwfacturer's installation methods and procedures trust accompany this declaration. CBS-1000 Contractor Company Name and Address: ' Signature or Responsible Officer: } Typed Name and Title of Officer: ~ ~ ~ :.y ~ Telephone Number:( 2- CITY OF EAGAN CASHIER: JS TERMINAL NO: 040 DATE: 09/21/00 TIME: 10:31:38 ID: NAME: PAT HENRY'S PRESTIGE POOLS 3210 9001 883 BETTY LANE 195.25 2155 9001 883 BETTY LANE 5.50 Total Receipt Amount: 200.75 CR137770 USER ID: JAN 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EACAN 3830 PILOT KNOB RD - 55122, O 0 651-681-4675 New Canshuction Requirements Remodel/Repair Reguirements 3 registered site surveys showing sq. tt. of lot, sq. ft. of house 2 copies of plan and Q rooted arena maximum lot cover ace 1 set of energy calculations for heated additions 2 copies of plans (show beam & window sizes; poured fnd. design; etc.) 1 site survey for exterior additions & decks D 1 set of energy calculations 3 copies of two preservallon plan K lot platted after 7/1/93 DATE: ~i-/9 Ud /ICON UCTION COST: r®~ ~O y DESCRIPTION OF WORK: STREET ADDRESS: 1;F i-3 Lti Q0 LOT: ~ BLOCK: ' SUED./P.I.D. } Name: -4-:S o N GG Phone PROPERTY Last First OWNER Street Address: ft 3 /`z T T7il City A&A7 r State: Zip: S S l Company. mfr 5-- xz 15- Phone 6.r/ (area code) CONTRACTOR Street Address: ;5 L P~,J,4 License # Exp. City 5 11 State: Zip: ARCHITECT/ ENGINEER Company: Name: Telephone ( ) Street Address: Registration City State: Zip: Sewerlwater licensed plumber iif installing sewer/water): Phone I hereby acknowledge that I have read this application, slate that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: FED OFFICE USE ONLY ° S E P 19 2000 Certificates of Survey Received Yes No Tree Preservation Plan Received Yes No Not Re ~ R OFFICE USE ONLY BUILDING PERMIT SUBTYPES ❑ 01 Foundation ❑ 07 05-plex ❑ 13 16-plex ❑ 21 Porch (3-sea.) ❑ 31 Ext. Alt - Multi ❑ 02 SF Dwelling ❑ 08 06-plex ❑ 17 Garage ❑ 22 Porch/Addn. (4-sea.) ❑ 33 Ext. Aft - SF ❑ 03 01 of _ plex ❑ 09 07-plex ❑ 18 Deck ❑ 23 Porch (screened) ❑ 36 Mufti ❑ 04 02-plex ❑ 10 08-plex ❑ 19 Lower Level ❑ 24 Storm Damage ❑ 05 03-plex ❑ 11 10-plex P1bg Y or N ❑ 25 Miscellaneous ❑ 06 04-plex ❑ 12 12-plex PY 20 Pool ❑ 30 Accessory Bldg. WORK TYPE 31 New ❑ 36 Move Bldg. ❑ 43 Reroof 32 Addition ❑ 37 Demolish (Bldg)* ❑ 44 Siding ❑ 33 Alteration ❑ 38 Demolish (Interior) ❑ 45 Fire Repair ❑ 34 Repair ❑ 42 Demolish (Foundation) ❑ 46 Windows/Doors * Give PCA handout to applicant for demolition permit GENERAL INFORMATION SAC Code C/ # of Stories sq. ft. No. of Units -.4 Length sq. ft. No. of Buildings Width Footprint sq. ft. Const. (Actual) Basement sq. ft. Census Code (Allowable) 6- Main level sq. ft. MC/ES System UBC Occupancy IC-2 sq. ft. City water Zoning sq. ft. Booster Pump PRV Fire Sprinklered MISCELLANEOUS INSPECTIONS ❑ Stucco/Stone APPROVALS Planning Building Engineering Variance Permit Fee 19 -S Valuation: $ U S Surcharge Plan Review License MC/ES SAC City SAC Y Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: '01 CJ 0 -1 ~j SAC Units % SAC Camp. 9413P- ` DELMAR H. SCHWANZ LANo SUnvzvohs, twc_ • r , I\ 1 A091 fired UnOar L,ws of TA. State Of 4UnnasOte I \I 14750 SOUTH BERT TRAIL pOSEMOUNT, MINNESOTA 55066 6121423.1769 Scale: 1 inch = SUpveyowS CERTIFICATE 30 feet Addtess:'971 Betty Lane Iron pipe monument set wood hub x q16 .a Existing spot elevation Q Proposed elevation GA N GINEERING EPT. BM - Top of sanitary manhole at the west end of Betty Lanes 904.25 l 10 it Proposed garage floor elev. /~1•! - r.~ i i ~ AIR ,y !?q Proposed tap of block elev. ~I~ti8,2 Proposed lowest level elev. ~.r, faro. o o i ~o t • IDrainage i ti Easamsntat \ E V iopK fro ~ \ 4 R ~ ~ titi \ . r ' t `a~q• MI6. I ~/f f: //'(0 0" _..~b.9 t,~11 '~g27,9 q¢,rr~ b,T22,1y Z?A a ~ ~ of s L_ qo 4` roc , q fi description: > Lot' 1, Block 1, •RSD OAKS, according to the r6corded ~lat thereof, ~L Dakota county, Minnesota. , Also shoving the location of a proposed house staked thereon. I hereby certify that this survey. plan, or report was prepated by me or under my direct supervision and i that I at" a duty Registered Land Surveyor under the law: of the State oI Minnesota. helms, 14. Schwent Dated 09-07-95 Minnesota Registration No. 6025 offset a tw a evation9 09-11-95 r r I `For Office Use r I I 1 City of (1 n I Permit L I of Ea Rd I Permit Fee: > y 3830 Pilot Knob Road J Eagan MN 55122 I Date Received: J1 I Phone: (651) 675-5675 I r~ Fax: (651) 675-5694 I Staff: I I 2008 RESIDENTIAL BUILDING PERMIT APPLICATION DateZ 0, Site Address: 691E ISK-A MA AM Tenant: Suite Phone: ,7th' 2-78- tCle-o RESIDENT / OWNER Name: ~/,.j - 5, kr& f (67- Addressl City /Zip: Applicant is: Owner Contractor m TYPE OF WORK Description of work: ) 1 Construction Cost-1-064 Multi-Family Building: (Yes / No CONTRACTOR Name: A ~C.^^ -z ~pr Q,q~(tw 4t'V1J lI,(_k &L 'I icense v 7 ~ Address: ~ZJ~1 y..t/ 13 L1,/Q City: Y~bKL j )06'OeK state:./ Zip: Phone:X 73 Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conf _ ance with the ordina s an codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and w is n to start without a r it; at the work will be in accordance with the approved plan in the case of work which requires a review and ZM6~ X G~G Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES ❑ Foundation ❑ 05-plex ❑ 16-plex ❑ Accessory Building ❑ Pool M Single Family ❑ 06-plex ❑ Fireplace ❑ Porch (3-season) ❑ Ext. Alt. - Multi ❑ 01 of - Plex ❑ 07-plex ❑ Garage ❑ Porch (4-season) ❑ Ext. Alt. - SF ❑ 02-Plex ❑ 08-plex ❑ Deck ❑ Porch (screen/gazebo/pergola) ❑ Multi Misc. ❑ 03-Plex ❑ 10-plex ❑ Lower Level ❑ Storm Damage ❑ 04-Plex ❑ 12-plex ❑ Miscellaneous WORK TYPES ❑ New ❑ Interior Improvement ❑ Siding ❑ Demolish Building* ❑l Addition ❑ Move Building ❑ Reroof ❑ Demolish Interior Se Alteration ❑ Fire Repair ❑ Windows ❑ Demolish Foundation ❑ Replacement ❑ Egress Window LKWater Damage Demolition (entire building) - give PCA handout to applicant DESCRIPTION: MCES System Valuation ty~ Occupancy f-:;;, Plan Review Code Edition o~dL!61Sr'' SAC Units (25% 100% Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Const. Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Meter Size: Footings (deck) Final/C.O. Footings (addition) tifinal/No C.O. Foundation HVAC Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final ✓Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:-R.I. _AirTest -Final Windows Insulation Retaining Wall Reviewed By: Building Inspector RESIDENTIAL FEES: Base Fee N O . S-L Surcharge -5-D Plan Review o2 3 3 MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Total Page 2 of 3 f City of Eapn 3830 Pilot Knob Road Eagan MN 55122 651 675-5675 RESIDENTIAL BUILDING PERMIT APPLICATION REQUIREMENTS: New Construction Requirements ❑ 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas ❑ 1 Soils Report if proposed building is to be placed on disturbed soil ❑ 2 copies of plan showing beam & window sizes; poured found design, etc. ❑ 1 set of Energy Calculations ❑ 3 copies of Tree Preservation Plan if lot platted after 7/1/93 ❑ 20% maximum lot coverage allowed ❑ Rim Joist Detail Options selection sheet (buildings with 3 or less units) ❑ Minnegasco mechanical ventilation form Remodel / Repair Requirements ❑ 2 copies of plan showing footings, beams, joists ❑ 1 set of Energy Calculations for heated additions ❑ 1 site survey for additions & decks ❑ Addition - indicate if on-site septic system Office Use Only ❑ Certificate of Survey Received ❑ Soils Report ❑ Tree Preservation Plan ❑ Tree Preservation Required ❑ On-Site Septic System Page 3 of 3 r For Office Use Permit City of Ea Rd~ I Permit Fee. t I 3830 Pilot Knob Road Date Received: Eagan MN 55122 Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff: I I I e, 2008 RESIDENTIAL BUILDING PERMIT APPLICATION P~ Ell AA; Date: 71oY Site Address: ~ Tenant: /t Y15:~ L~ Suite RESIDEN OWNS Name: ( A-) ~©c Il,/ j Al ~ Phone:7~ 2~;? '1 Coo Address / City / Zip: X,~e LgQO ! .C.1N &UP ~WIU ; Applicant is: Owner IV Contractor TYPE OF WORK Description of wor : rl "J r r t a N US tz( r A C7L1&"' 11J Construction Cost: a ,_"~-60 /y Multi-Family Building: (Yes / No CONTRACTOR Name: t License , 373 3 Address: 7946~5_ 91-_`00KZZ VA/ 131_11--'_ City: State: Zip: Phone7t-/-2-91 V 16 73 Contact Person: IV` COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in con ance with the ordina es d codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and w is no No start without a rmi that the work will be in accor ce with the approved plan in the case of work which requires a review and appr al of pla Applicant's Printed Name V licant's ignature D Page 1 of 3 D JUL 1 7 2008 DO NOT WRITE BELOW THIS LINE SUB TYPES ❑ Foundation ❑ 05-plex ❑ 16-plex ❑ Accessory Building ❑ Pool ❑ Single Family ❑ 06-plex ❑ Fireplace ❑ Porch (3-season) ❑ Ext. Alt. - Multi ❑ 01 of - Plex ❑ 07-plex ❑ Garage Porch (4-season) ❑ Ext. Alt. - SF 1~ ❑ 02-Plex ❑ 08-plex ❑ Deck Porch (screen/gazebo/pergola) ❑ Multi Misc. ❑ 03-Plex ❑ 10-plex ❑ Lower Level ❑ Storm Damage ❑ 04-Plex ❑ 12-plex ❑ Miscellaneous WORK TYPES r" E*r 6 b f o ❑ New ❑ Interior Improvement ❑ Siding ❑ Demolish Building' ❑ Addition ❑ Move Building ❑ Reroof ❑ Demolish Interior Alteration ❑ Fire Repair ❑ Windows ❑ Demolish Foundation Replacement ❑ Egress Window ❑ Water Damage " Demolition (entire building) - give PCA handout to applicant DESCRIPTION: ~f~,6.~ Valuation Occupancy ~ MCES System Plan Review Code Edition SAC Units (25% 100% Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Const. Width REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Meter Size: Footings (deck) Final/C.O. Footings (addition) Final/No C.O. Foundation HVAC Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings -Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace:_R.I. -Air Test -Final Windows Insulation Retaining Wall Reviewed By: Building Inspector RESIDENTIAL FEES:s Base Fee Surcharge Plan Review ! J 0 MC/ES SAC „ C City SAC 4 Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Total Page 2 of 3 i ~ G REScheck-Web- Page 1 of 1 User Name: Password: r it It JE S c h e c ko We b L ))Login No title assigned Code: 2000 IECC Forgotten Password? I Register (optional) tom: New " Reports Help Project Envelope Mechanical ; j Orientation - Front Faces: Row: Edit Duplicate t Move Up Move Down Delete Projection Factor Add: i Ceiling Skylight Wall Window Door Basement Floor Crawl Cavity Continuous Projection Assembly Gross Area R-Value R-Value U-Factor 5HGC Orientation Factor i i f4 REScheck*W eb"", No title assigned Code: 2000 IECC 1 Wall: Wood Frame, 161n. o.c. 408 ft2 19.0 0.0 01060 2 Wall: Wood Frame, 24in. o.c. 364 ft2 22.0 0.0 0.054 3 Window. Vinyl Frame, 2 Sane vv/ Low-E 70 ft2 0.550 0.40 q..,..._. Gelling: Cathedral 504 ft2 38.0 0.0 0.027 5 Floor: Ail-Wood Joist/Truss Over Uncond. Space __.v. 406 ft2 38.0 0.0 0.026 j Passes tlA +48.8% Your UA: 104.0 Max. Ufa: 203.0 Passes SHGC Your SHGC: 0.40 Max. SHGC: 0.40 http://energycode.pnl.gov/REScheckWeb/main frameset.isp;jsessionid=OFCCBA58E776E962AA3B5262E771EF5C.jvm2?fro... 7/25/2008 ESTIMATE 7/23108 INSULATION X50 Customer Name/Address Job Address Will LeFever 883 Betty Ln A to Z Restoration & Eagan, MN Remodeling R-13 batts with vapor barrier to exterior walls of garage and around $2625.00 the stair way R-11 batts vertically and horizontally to 2x4 knee walls in bonus room R-19 batts with vapor barrier to exterior 2x6 walls R-38 batts with vapor barrier to 2x12 slanted ceilings 5" closed cell polyurethane spray foam to 2x6 slanted ceilings Net and blow R-38 cellulose to garage ceiling and tuck under Foam bypasses, windows, and doors Seal all seams and penetrations in vapor barrier per MN energy code 41 f-S TERMS Due on receipt [Estimates Valid For 60 Days 9320 Evergreen Blvd NW, Suite A, Coon Rapids, MN 55443 Phone: (763) 560-2013 Fax (763) 560-9337 L ESTIMATE 7/23/08 INSULATION 41, Customer Name/Address Job Address Will LeFever 883 Betty Ln A to Z Restoration & Eagan, MN Remodeling R-13 batts with vapor barrier to exterior walls of garage and around $2625.00 the stair way R-11 batts vertically and horizontally to 2x4 knee walls in bonus room R-19 batts with vapor barrier to exterior 2x6 walls R-38 batts with vapor barrier to 2x12 slanted ceilings 5" closed cell polyurethane spray foam to 2x6 slanted ceilings Net and blow R-38 cellulose to garage ceiling and tuck under Foam bypasses, windows, and doors Seal all seams and penetrations in vapor barrier per MN energy code TERMS Due on receipt [Estimates Valid For 60 Days 9320 Evergreen Blvd NW, Suite A, Coon Rapids, MN 55443 Phone: (763) 560-2013 Fax (763) 560-9337 Camp. 9413th DELMAR H. SCH WANZ LAND svnVEVOn9. fNc FIJ Aegl,f,gd U.d,r Lar., of Th, State of MI-,.01• 14750 SOUTH A013ERT TRAIL ROSEMOUNT, Mi'NNESOTA 55088 612/423-1769 ' Scale: 1 inch SUpvEYows CERTIFICATE 30 feet Address: ' 871 Betty Lane ' U Iron pipe monument a n set wood hub <V& - Existing spot elevation E~ Q - Proposed elevation EAr G~1~TEERING DEPT. tN = Top of sanitary maun2wla at the west end of Betty Lane - 904-25 Proposed garage floor elev. p SIC Proposed top of block elev. Proposed lowest level elev. X10,00 `~"1 / Drainage a Utility Easements V f qjSk It q1 Y f i f zo9r q ~gjplglbq oS eN ) ~b.91 1~~/,11 ~cg21, ' N ~ b ~r2 2,~7 1 n i~ z3 19 ly c~ c.. ~~~'~~z `rte 04,9 Q 46,ti► q0 q-f description: > Lot-1, Block 1,•RSD OAKS, according to the recorded ~Iat thereof, oL Dakota County, Minnesota. I Also showing the location of a proposed house staked thereon. 1 hereby certify that this survey. plan. or report was " prepeted try me or under my detect supervision and i / that I am a duly Registered Land Surveyor under the laws of the State of Minnesota helmar N, Schwon2 Doted 09-07-95 Minnesota Registration No. 8025 AAded o so 9 & elevations 09^11-95 -For Office Use I I City of Ea Permit i Permit Fee: ' 2~ L I 3830 Pilot Knob Road _/6 Eagan MN 55122 I Date Received: I Phone: (651) 675-5675 Fax: (651) 675-5694 staff: 008 RESIDENTIAL PLUMBING PERMIT APPLICATION V Ait) Date: Site Address: 117 Tenant: Suite RESIDENT / OWNER Name: f Z- &-5 ! 4,Phone: 7k; c 107 3 Address / City / Zip: CONTRACTOR Name: License Address: City: StateA4/ _zip: Phone: Contact Person:`- TYPE OF WORK -New -Replacement -Repair Rebuild - Modify Space - Work in R.O.W. Description of work: PERMIT TYPE RESIDENTIAL Water Heater /Water Softener Lawn Irrigation ~ Add Plumbing Fixtures - RPZ PVB) Main - Lower Level) Septic System Water Turnaround _ New Abandonment I RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $,50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge). *Water Turnaround (add $136.00 it a 5/8" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharg $ TAL e) FEES 1 hereby acknowledge that this information is complete and accurate; that the work 4wor~, ce with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permistart ithout a permit; that the work will bein accor with the approved plan iathe case of work which requires a review and x Applicant's Printed Name ur gfK/ FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground -Rough-In Air Test -Gas Test Final 221-782 I ] I ;17279 lOjNLY This request void 18 months from validation date printed in this box. OL7 PLEASE PRINT OR TYPE (113 kak Request Date Rough-in inspection req ' Z ❑ Yes ❑ No Inspection Other Than Rough-In: Ready Now Will Call (You must call the inspector when ready) Date Ready: I, licensed contractor ❑ owner hereby request inspection of the above electrical work at: Job Ad re s (Street, Bo or Route No.) City Zip Code .G- Section No. Township Name or No. Range No. Fire No, County P/44~9 Occu nt Phone No. -CRY /U'0 Power Supplier Address 19I<' 0 In &'l-e-C F420,,V /A' 6, 7711"l Eledri I Contractor (Company Name) Contractor License No. Mosier Lic. No. (Plant Elect. Only) Mailing Address (Contractor or Owner Performing Installation) • 0, 4, .2,YO661 _ '114 ~ .5/ z Authoriz nature (Contr ctor or Owner Performing Installation) Phone No. __4 1 q,~ 4, EB-00001A-10 6/95 STATE BOARD COPY • SEE INSTRUCTIONS ON BACK OF YELLOW COPY / 1 " I I f REQUEST FOR ELECTRICAL INSPECTION III 1I (I~ I I~f f ~f~~ Minnesota State Board of Electricity 1821 University Ave., Rm. S-1 8, St. Paul, MN 55104 `t * 2 2 1 7 1 2 6 * Phone (5.12 642-0800 - Home Apt. Bldg. Other: New Addn Commercial Industrial Farm Remod Re air Air Cond. Ht9. Equip. Water Htr. Load M9mt. Other: Dryer Range Elec. Heat Temp. Service "X" above the work covered by this request. Enter remarks in this space and on the back of the white copy only. Calculate Inspection Fee - This Inspection Request will not be accepted without the correct fee: Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Mobile Home Park Stall 0 to 200 Amps 0 to 100 Amps Street Ltg./Traffic Sig. Above 200 Amps Above 100 Amps Transformer/Generator INSPECTORS USE ONLY TOTAL j Sign/Outline Ltg. Xfmr. ~/D d Alarm/Remote Control Swimming Pool I hereby certi That I inspected the elechical inst describ ere' on a dotes stated Irrigation Boom Rough-In to Special Inspection Investigative Fee Final ♦ ej r THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT COMPLETED WITHIN 18 MONTHS. PERMIT CW 490,5 0 CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: BUILDING Eagan, Minnesota 55122-1897 Permit Number: 026417 (612) 681-4675 Date Issued: 09/19/95 SITE ADDRESS: 883 BETTY LANE L.OT: 1 BLOCK: 1 RED OAKS P.I.N.: 10--63100-010-01 DESCRIPTION: Building Permit Type SF DWG ouildinq Work Type NEW Ui3C Oct uPancy R-3 U--•1 Const:ruct:i:on Jype V-N ion_ing R-1 Bu ldinq Lc'?ngt.h 74 Building Width 68 Building stories 2 Square Feet 2,547 REMARKS: S & W P L.SR FEE SUMMARY: VALUATION $234,000 Base Fee $1,557.25 MISCELLANEOUS ~ 1_289 Plan Review $545.04 Total Fee $4,961.79 Surcharge $117.00 SAC $850.00 SAC 100 SAC Units Subtotal $3,069.29 j CONTRACTOR: OWNER: - A p p l i c a n t - HOAGLAND CORY 3765 BAYBERRY LN EAGAN MN 55123 (612)456-9326 I hereby a cknowledge that I have r e a d thin rappIJcc~t'_on and Mate that t h e information is correct and agree to comply with rata applicable State, of Mn. Statutes and Ci,t;y o Eagan Ordinance. APPLICAN ERMITEE SIGN RE ISSUED Y. SIG RE CITY OF EAOAN 400.0 3830 PILOT KNOB RD - 55122 1995 BUILDING PERMIT APPLICATION (RESIDENTIAL) q'`9 881.4875 3 tegbiated site swven ♦ 2 Copies of plan #2 000166, Of PIRM (biclude beam & window sizes; poured Ind. deson; etc.) ♦ 2 site sUE B ( r addifion & deft) heated addition * 3 a*" or we *In n IF tot platted after 7n/03 + t energy calculation fm regwkest: 7.746 plan No DATE: S00WTRL1C ON COST: ZZ2 C d a v CRIPT#t'3N OF WORK: &4 STREET ADDRESS: g 119 •J S~ 'I LOT ~ BLOCK SUBD./P.I.D. PROPERTY Name: Q h eo t o 8, ` .,5' 1 8 77 3 .3 OWNER war ; F Street Address' J S r^~ City: State: zip. CONTRACTOR Company: Ee. f Phone Street Address: Been City: State: Zip' ARCHITECTS Company: V~d~_j I YI___ a g~ l Phone E140 ER Name: R ran Street Address- CRY: State: ZIP* Sonw & witer licensed plumber. Pity applies when address dduinpind lot dwW are requesed once permit is issued. I bwoby ackn that I have read this application and state that is convct and with an applicable Stale of Minnesota Statutes and City of Ewan ardin es. Signature of Applicant OFFICE USE ONLY 4~~5 tR E C CwHostes of Survey Received Yes No S EP 0,6 Tree Preser adon Plan Received 12 -Yes No OFFICE USE ONLY BUILDING PERMIT TYPE a 01 Foundation a 06 Duplex a 11 AptAodging D 18 Sasernent Fish ed` 02 SF Dwelling o 07 4-p4ex ra 12 Multi Repair/Rem. 0 17 Swim Pool o 03 SF Addition a 08 8-plex a 13 Garage/ ory a 20 Public Facility a 04 SF Porch a 08 12-plex a 14 Fireplace a 21 Miscellaneous a 05 SF Masc. a 10 ,_,,,-plex a 15 Deck WORK TYPE x"-31 Now a .33 Alterations a 38 Move a 32 Addition a 34 Repair a 37 Demolition GENERAL INFORMATION Gott. U - Basement sq. ft. l r7? Maws Sim _ ) Main level sq. ft. 4 City water UBC occupancy sq. ft. .143/2 Fire kddefW #2 Zoning sq. ft. PRV sq. ft. Booster Pump L*ngth sq. 1t. Ceti'Si s Code. Depth Footprint sq. ft. SAC Code .0 Av 41 lip. 1,4aoss~ w' 50.I i MUM Unit APPWVALS Planning ` Building Engineering Variance, 2 a - f /R/SyC 1 lox Perrnrt Fee Valuation: $ [ z SunhargB ~.s~X /i spa _ zf Plan Revadw Utense MCM6 SAC 77 zor City SAC VVWw Conn. zs- 40 Water AAeter ~0• Zsx W.sa = t, 273 77 !o~ t Y ~ - ?Gp Acct. Deposit 1 rs;ys x S ' ,r,~ a: zrx s Z/ SMPermi# x 7 _ qz SM Surcharge •sx zs Ks' = z t z x 9 - r Treatment Pl. ,s asX s1 is _ s . G Road unit x z YL Park Ded. t•~3~ os 3---- S x Try D w. f,s44 xS"Y s 3x41"3f/- Other Copies Totah -7 . 33 x2~~ fstY ~ g y1 % SAC Z1 SAC Units , x s f y y~y = x z 2, 1 C s '.WILY z..auyao.au a ►a~ ►o-ou y t, 1 / Coup. 9413P' DELMAR H. SDHWANZ IAN 0h8. ANC wq4stpgd Undo, Low*,r, of of TAS Slate of MUM,ON p , ' \I 14750 SOUTH ROBERT TRAIL FIOSEMOUNT. MINNESOTA 55058 612/429.1769 ' Scale: i inch suAvF-Yows CERTIFICATE 30 feet Addicess: ' 071 Betty Lane ' U Iron pipe monument set wood hub ,c 9i6 - Existing spot elevation 5---~ Q Proposed elevation BM s Top of sanitary manhole at the 1~ i'RITv'fx DEPT. Meat end of Betty Land a 904.25 Proposed garage floor elev. 0 "2q "C: Proposed top of block elev. A /61) 3.6- 6Y-1)10 4 90,0D t2 Proposed lowest level elev. Drainage i Utility Baseman g ItE 7 1 ~B. G _ d y o•`1 q K d'e Qh L~1'R ~j i✓v. ~''I~ -J I ~ ~b.41 l~/,t1 '~g27,9 gZL~r~ brT22,►'7 ~~_-.n o J gl2f q-f n 1~ >description:' Lot-1, Block 1,•RSD OAKS, according to the recorded ~lat thereof, oL Dakota County, Minnesota. ' ' Also shoring the location of a proposed house staked thereon. I I hereby Willy that this survey. plan. or report was ' prepared by me or under my direct supervision and / that I am a duly Registered Land Surveyor under f the lawn of the State of Minnesota. Jjlt'UL tTelmar 14, Schwen2 Doted 09-07-95 Minnesota Registration No. 8625 } JQK" o so s & e evatione 09-11-95 W LOT SURVEY CHECKLIST FOR RESIDENTIAL W o BUILDING PERMI APPLICATION a y PROPERTY LEGAL: W V W J •y ~ a m TE OF SURVEY: X1 71 ?-9- 4 0 LATEST REVISION: C ac DOCUMENT STANDARDS 0--"'C3 ❑ • Registered Land Surveyor signature and company 5""' ❑ ❑ • Building Permit Applicant ❑ • Legal description 0--'13 ❑ • Address EV' ❑ • North arrow and scale ❑ House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % ❑ Q : Proposedfexfisting sewer and water services & invert elevation Street name ❑ ❑ • Driveway - ELEVATIONS xistiiP-' ❑ ❑ • Sewer service 19--' ❑ ❑ • Property comers ar"❑ • Top of curb at the driveway ❑ • Elevations of any existing adjacent homes Pro os ❑ • Garage floor M"❑ ❑ • First floor 13---❑ ❑ • Lowest exposed elevation (walkout1window) Q--" ❑ ❑ • Property comers ❑ ❑ • Front and rear of home at the foundation PONDING AREA Of aimlicable) ❑ C- ❑ • Easement line ❑ GK'❑ t NWL ❑ QK"❑ • HWL ❑ • Pond # designation ❑ • Emergency Overflow Elevation DIMENSIONS M--'❑ ❑ • Lot lines/Bearings & dimensions l8-'- ❑ ❑ • Right-of-way and street width (to back of curb) Ok--'C3 ❑ • Proposed home dimensions Including any proposed decks, overhangs greater than X, porches, etc. (i.e. all structures requiring permanent footings) ❑ ❑ • Show all easements of record and any City utilities within those easements E ❑ 0 • Setbacks of proposed structureand sideyard setback of adjacent existing structures ❑ • Retaining wall requireme any Reviewed: -T me / a July 1995 y I i r 1 re ~ QrPse ro1~-fi a~ pl a~ i e~ o~s~ V e la~me~ f Lof Il 0~1~ 1 ~'rOp'ef+`j b t~3~I~ r o Co r~ A C r6L J land E tcj I c r ~ory 46491a0d I G Ree t.i h o l U r~ g !~-Ih,s ~•c WAS ~i5ca5e1) Red oo-K,/e, (0 y O Niue - I~Lkfjtf. i\JU-t 1#sk, ~rw►j ~l fir-, ~ ~5h~ ~sj,2~rn~~ ~LTf Igo ~ Q eel` C"l~~s{ cCf larr~'s2 rd It' Y -TV i D ! R~V1E 4 sk ~I 0i 4 ( `V ' s 15 fell 12- F dq, m, C ~ e'er . 5)0" tt e l Eli, Je 4~4 - 1~ +t qj, 6 i S890 55'28" E H LINE OF SOUTH 300 FEET OF LOT 3 3II,TI . ► o oo r N N ( / I 1 \ W AN APPROVE 3 w 1 SITE SURVEY I Z ° I _ REVIEWED FOR TREE ° J co N PRESERVATION 3 ° COMPLIANCE ° z I J. it , <o '1 / r. ON J r I ( • _W 3 ~ N89°5528"W BLOCK cr) t oz) 0I 3 O "a L7 - - - r~ 80.00 Q r• O m N M O M° r f o I 10) I O p M - N89°35'29'E \ ~0 N rv I \ z r ~ ~ !7 3 1 M x tS' \ S W O 0 tf) r \ 810 - z • \ It w C w E OF LOT Al 3,4CK 3 WES tT GARDEN LOTS \°09' Os''~~ J _ _ o U ILITY EASEM PE / DOC311.19 05586T -,4;~~\' 0o B E T T Y-- 2684' to D BIRCH• STREET_/~ a 3101 o f rq/ OC. NO. 312826 o0~ /yb° O ' S89055'28"E M 'n E O-F I JSE 1/4. SEC.14-T27N-R23W 100.58••\ , 1 r 1 ~VACATED BIRCH STREET 183.05 L- 282 12 s:T' W• o PER 00C. N0. 312826 a N 89° 55 28 W o - o . ° 6° 0 $ r, 27, 56 r p C - 293 53 19 S O 1250606 v L R= 55.00 2M N 8 9° 55'28"W _ LANE F i 1o - - 1 w 4 06 11 / / / ~4 s O CC O \ I I R. S 56139q IZ LL C , N7 00 vi 0 23.,98" o z w z ° _ v J t•- 3 R E D OAKS, Z w 3 ' ,d 1 CITY OF EAGAN EXTERIOR ENVELOPE AVERAGE 'U' COMPUTATION (BASED ON 1994 STATE ENERGY CODE) OWNER: A' 6!Wt A" 14W4 SITE ADDRESS: CONTRACTOR: DATE: d2lh- PHONE: Determine working square footage and overall 'U' value of each 1. Total exposed wall/foundation area above grade *JOJ?~~ sq. ft. x .11 = 6737' 9G 2. Total exposed roof/ceiling area y~B S 33 sq. ft. x.026 = (4 4-• GZ 3. Total exposed floor/cantilevered area J"40 sq. ft. x .04 = 3 y~ D Determine square footage of each exposed wall/foundation area "segment": a. Total wall window area 4A2,44- b. Total door area Ml_ 9* c. Total sliding glass area 60,04- d. Total fireplace wall area C.C eA~Je ./!✓Su ~A7lp . W b0 6 . 4AU4 • ~P ` e. Total wail framing (average 10%) - See Fig. 1 3s~ f. Total net wall area above floor (rim joist) - See Fig. 2 3 / r big g. Total rim joist area - See Fig. 3 ~0(P. 00 Total exposed wall area above foundation = 46 7/ r 11 h. Total foundation window area 411A- i. Total net foundation area above grade - See Fig. 4 r ~y- 0 Total exposed foundation area = Determine 'U' val/ue, of each exposed wall/foundation area "segmen a. Z 14* X'U' 0"34 = l b. 177 lJJG X'U' 6.35 = i5l73 C. 414 X'U' 4-1 d. 2or 68 X'U' 15- e. '7 X 'U' 0 , I o = 351, 44 o _ X44 3 f. 3 I Y, G(0 X 'U' g. 06 X'U' 0, 074-2 ,oS h. X 'U' &A = N ,4 i. ZYA . X'U' G, 0$'Z = 11 r it 4. Total actual 'U' value for exposed wall/foundation area = 45-7. 4-L (If Item #4 is the same as, or less than item #1, you have met the intent of the State Energy Code.) • 1994 ENERGY CODE CALCULATIONS SINGLE & DUPLEX FAMILY HOMES The following energy code requirements should be calculated and included with a building permit application. (This list is not intended to be an exhaustive and comprehensive report, but is only intended to help you in complying with the basic requirements of the energy code. For further information, please contact the Energy Information Center of the State of Minnesota at 296-5175.) ► Roof - ceiling assemblies - R-38 Ceiling insulation allowed if Advanced or Improved framing techniques are used. Advanced = ceiling framing that achieves full insulating value to the outside of exterior walls, e.g. energy trusses. Improved = mina 7-1/2" between the wall top plate and roof sheathing. - R-44 Ceiling insulation required at rafters or trusses that are framed without Advanced, or Improved, framing technique. U = 0.026 Average over entire ceiling area. ► In ceilings without attics, insulation must be R-38 between framing I" it is suggested that R-5 sheathing be installed on the ceiling side (e.g. 2" x 12" framing at vaults/dormers; scissors trusses; etc. ► Exterior walls & rim joists - R-19 Typical wall insulation at 2" x 6' stud framing. U = 0.11 Average over entire wall area, including windows, doors, and framing. ► Floors over unheated spaces - R-24 Typical floor insulation between floor joists. U = 0.04 Average over entire floor area. ► Foundations (all exterior walls) - Minimum of R-10 insulation from the top of the foundation wall to the top of the footing. ► All insulated areas must be separated from the heated space by a well-lapped, or sealed, vapor barrier with a maximum perm rating of 0.1. A 4 mil. poly sheet, or equivalent, meets this requirement. ► All penetrations, such as but not limited to fire-stops, vent pipes, wall outlets, recessed light fixtures, etc., should be sealed. ► An air-impermeable barrier must be provided where insulation is susceptible to intrusion (wind-wash) of outdoor air (e.g. at attic knee-walls, exterior wall plate line at rafters, cantilevered floors, etc.). A Kraft face R-19 type insulation will be accepted in the rim joist areas. Air chute baffles are to be placed in each rafter space. ► See attached tables, as copied from the ASHRAE 1993 Fundamentals Handbook, for 'U' and 'R' values of the most common building components. i Determine square footage of each exposed roof/ceiling area "sggmen j. Total skylight area k. Total roof/ceiling framing area (average 10%) - See Fig. 516 L Total net insulated roof/ceiling area - See Fig. 5/6 Total exposed roof/ceiling area Jib Er'~ Determine 'U' value of each exposed roof/ceiling area "segment": j X V AjA _ N 14 k. 8 ~ x 'U' O,OZr _ 6, 4 I. ZZ13G, ev x 'U' P.0115- = ELI IZ-- 5. Total actual 'U' value for roof/ceiling area = &Z , tt (if #5 is the same as, or less than #2, you have met the intent of the State Energy Code.) Determine square footage of each exposed floor/cantilevered area "segment': m. Total floor/cantilevered framing area (average 10%) - See Fig. 6 . q 4. n. Total gj insulated floor/ceiling area - See Fig. 6 Ag-.s Total exposed floor/cantilevered area .....................P Determine 'U' value of each exposed floor/cantilevered area "segmen m. 9Z, 64- x -U' o- O y = A, r 3 , n. XU 0406 Z15--, 0 -1 6. Total actual 'U' value for floor/cantilevered area = 3 3 ~ 3S (If #6 is the same as, or less than #3, you have met the intent of the State Energy Code.) Alternate Building Envelope Design To utilize the total envelope system method, the values established by the sum of Item #4, #5, and #6 shall not be greater than the sum of Item #1, #2, and #3. 1. 6'3~ 6 +2. G +3. 37,06 = 9.54 4.s?-z- +5. GZ • PS" +6 .33.3 s I hereby certify that I have calculated the 'U' factors and 'R' values herein and that the budding herein described meets, or exceeds, the 1994 State of Minnesota Energy Code. XIL ig tuPe ate CONSTRUCTION: R-VALUE: Z WALL FRAMING SECTION: FIG. 1 3 1) INTERIOR AIR FILM dfG~ . + 2) DRYWALL +T5 ~ 3) !(L" SOFT WOOD F167 U R E #1 3 4) t~" SHEATHING 5) S. fto SIDING /S" (WA LL- FRAM I NC?) 6) EXTERIOR AIR FILM lO. ! 7 ' OTHER TOTAL 'R' VALUE s 'U'= 1/R = (9,//7 _2 WALL SECTION (INSULATION): FIG. 2 3 1) INTERIOR AIR FILM DG~' FI 6 C.lR F- #Z 4- 3) ;kk4DRYWALL U•~ ` INSUL. ~9.D0 (WALL-INSULATION 5 4) S EATHING (p 5) SIDING 6) EXTERIOR AIR FILM 0 ,17, * OTHER il- TOTAL 'R' VALUE 2 'U'= 1/R = RIM JOIST SECTION: FIG. 3 1 1) INTERIOR AIR FILM or 2) BATT INSULATION 9. tv 2 + 3) 1-1 2' SOFT WOOD 4 ' 3 5 4) 'SHEATHING 5) SIDING F 77 F ~~7 U R ' 3 -r- (0 6) EXTERIOR AIR FILM (1, ' OTHER (RIM J017) TOTAL'R' VALUE 'U'= 1/R = 1-~- FOUNDATION SECTION: FIG. 4 2 1) INTERIOR AIR FILM ©-(Qk 3 2) -j L2' f r4t, N (r NSUL. /OvOO 3) 1;" BLOCK/CONCR E 443 F17(.tR~ #4 -4 4) EXTERIOR AIR FILM 07 17` * OTHER _ ~•cr~r 6►•/ (FOUNDATION) TOTAL 'R' VALUE L• 'U'= 1/R = d.A $y, r-------- L I For Office Use Permit ~T r 7 j City of EI Permit Fee. • I 3830 Pilot Knob Road 1 Eagan MN 55122 I Date Received: Phone: (651) 675-5675 I Fax: (651) 675-5694 I Staff: I I I 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: ✓ % + Tenant: Suite M RESIDENT WN R Name: t, t` Phone: Address / City/ Zip: -JiOL-4 t%L tJ-'~ f "#d _ . ► Applicant is: Owner Contractor TYPE OF WORK Description of work: l-~ zil i LQ' lA r 4 ' L/ Construction Cost: Multi-Family Building: (Yes / No CONTRACTOR Name: 4 r") G fi!4''-,) 1~ C' A v :iaL License L1'-J~. rLf~i\~;-y,~:,`/~'X tai ~r Address: City:s/'•'u lt.C_~,r fii State::'' zip: 4 Phone: Contact Person: 6L. • ~,CSj d C COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet New Energy Code Worksheet Category Submitted Submitted (1~ submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE; Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a perm ; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of s. X 4-,-,/- Z' Applicant's Printed Name Applicant's ignature Page 1 of 3 8f © 7 a 3 BMT~ Senergy 712 Z2J /V 73 SPECIFICATION NO. Senergy cement-Board 1021083 StUCCOTM 1000, High-Impact Resistant, Water-Managed Wall System This specification is intended for applications on cement-board ASTM C-1325 minimum 112" substrates over the following sheathings that are first applied over the framing and which may be required to satisfy structural requirements or fire resistive construction: Exposure 1 or exterior plywood (grade C-D or better); Exposure 1 OSB; Dens-Glass Gold (ASTM C 1177); or water resistant core gyp- sum (ASTM C 79). This Specification has been assembled to enable the design professional to select or delete sections to suit the project requirements. TECHNICAL SUPPORT Consult the Senergy Technical Services 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. PART 1 • GENERAL 1.01 SECTION INCLUDES A. Senergy Cement-Board Stucco 1000 System: composite wall [and soffit] system consisting of base coat, reinforcing mesh and finish coat. B. Schedule of Senergy Finish Coat. 1.02 RELATED SECTIONS A. Section 05400 Cold-Formed Metal Framing B. Section 06001 Plywood Substrate C. Section 06110 Wood Framing D. Section 07195 Air Barriers E. Section 07620 Sheet Metal Flashing and Trim: Perimeter Flashings F. Section 07900 Sealants G. Section 09100 Metal Support Systems H. Section 09250 Gypsum Board 1.03 REFERENCES A. ASTM C150 Specification for Portland Cement. B. ASTM D1682 Test for Break Load and Elongation of Textile Fabrics. C. UL 723,ASTM E 84 Tests for Surface Burning Characteristics of Building Materials. D. ASTM G23 Operating Light and Water Exposure Apparatus (Carbon-Arc Type) for Exposure of Non- metallic Materials. . E. ASTM G53 Operating Light and Water Exposure Apparatus (Fluorescent UV-Condensation Type) for Exposure of Non-metallic Materials. F. ASTM C67 Sampling and Testing Brick and Structural Clay Tile. G. ASTM 8117 Standard Method of Salt Spray (Fog) Testing. H. ASTM D968 Abrasion Resistance of Organic Coatings by Falling Abrasive, 1. FS TT-C-555B Coating Textured for Interior and Exterior Masonry Surfaces. J. MIL-Y-114OG Yam, Cord, Sleeving, Cloth and Tape-Glass. K. Mil. Std. 810B Mildew Resistance. (Method 508) L. ASTM E 96 Water Vapor Transmission. (Method B) 1.04 DEFINITIONS . Senergy Cement-Board Stucco 1000 System:. Exterior assembly comprised of base coat, reinforcing mesh, and finish coat. 1.05. SYSTEM DESCRIPTION Performance Requirements: System shall meet or exceed the following performance standards when tested in accordance with the following methods: A. Accelerated Weathering: ASTM G 23-81 (testing period of 2000 hours) or ASTM G 53-81 (testing period of 3000 hours); No cracking, flaking, or adverse effects. B. Wind Driven Rain: Federal Specification TT -C-555B; No visible leaks or dampness throughout to the rear face and less than 90 gram increase. , Senergy Cement-Board StUCCOTM 100 C. Salt Spray Resistance: ASTM 8117 Salt Spray (Fog) Testing; Testing period of 300 hours; No adverse effects. D. Mildew Resistance: MIL Standard 810B, Method 508; No mildew growth supported after 28 days. E. Abrasion Resistance: ASTM D968-81, Method A; No cracking, checking, or loss of film integrity after 500 liters of sand. F. Surface Burning Characteristics: UL 723, ASTM E84; Test specimen consists of base coat, reinforcing mesh and finish coat; Flame spread less than 25 and smoke developed less than 450: 1.06 SUBMITTALS A. Submit under provisions of Section [01300] [01340]. B. Product Data: Provide data on Senergy Cement-Board Stucco 1000 System materials, product characteristics, performance criteria, limitations and durability. C. Shop Drawings: Indicate wall [and soffit} joint pattern and joint details, thickness, and installation details. D. Samples: Submit [two] [ x ] [millimeter] [inch] size samples of Senergy Cement-Board Stucco 1000 System illustrating Finish Coat [custom] color and texture range. E. Certificate: System manufacturer's approval of applicator. F. Letter: System manufacturer's letter that materials meet or exceed specified requirements. G. System manufacturer's installation instructions: Indicate preparation required, installation techniques, jointing requirements and finishing techniques. 1.07 QUALITY ASSURANCE A. Applicator. Approved by Senergy in performing work of this Section. B. Field Samples: 1. Provide under provisions of Section [01400] [ 2. Construct one field sample panel for each color and texture, [ x ) [meters] [feet] in size of system materials .illustrating method of attachment, surface finish, color and texture. 3. Prepare each sample panel using the same tools and techniques to be used for the actual application. 4. Locate sample panel where directed. 5. Accepted sample panel may [not] remain as part of the Work. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle products under provisions of Section [01600) [01610] [ B. Deliver Senergy Cement-Board Stucco 1000 System materials in original unopened packages with manufacturer's labels intact. C. Protect Senergy Cement-Board 1000 System materials during transportation and installation to avoid physical damage. D. Store Senergy Cement-Board Stucco 1000 System materials in cool, dry place protected from freezing. Store at no less than 4°C/40°F (10°C/50°F for AURORATC-100, BOREALIS and AURORA STONE Finish). Protect from extreme heat and direct sunlight. E. Store Senergy Cement-Board Stucco 1000 System Reinforcing Mesh in cool, dry place protected from exposure to moisture. 1.09 PROJECT/SITE CONDITIONS A. Do not apply Senergy Cement-Board Stucco 1000 System in ambient temperatures below 4° C/40° F (10° C/50° F for, AURORATC-100, BOREALIS and AURORA STONE Finish). Provide supplementary heat during installation and drying period when temperatures less than 4°C/40°F (10°C/50°F for, AURORATC-100, BOREALIS and AURORA STONE Finish) prevail. B. Do not apply Senergy Cement-Board Stucco 1000 System materials to frozen surfaces. C. Maintain ambient temperature at or above 4°C/40°F (10'C/50'F for, AURORA TC-100, BOREALIS and AURORA STONE Finish) during and at least 24 hours after Senergy Cement-Board Stucco 1000 System installation and until dry. 1.10 SEQUENCING AND SCHEDULING A. Coordinate and schedule installation of Senergy Cement-Board Stucco 1000 System with related work of other sections. B. Coordinate and schedule installation of trim, flashing, and joint sealers to prevent water infiltration behind the System. C. Coordinate and schedule installation of secondary moisture barrier, windows, doors, AC units etc. 1.11 WARRANTY Provide Senergy standard ten-year coating warranty for Senergy Cement-Board Stucco 1000 System installations under provisions of Section [01700] [01740] [ PART 2-PRODUCTS 2.01 MANUFACTURERS Senergy Cement Board Stucco 1000 System manufactured by Senergy, LLC. 2.02 MATERIALS A. Senerflex Base Coats: 1. [Senerflex ALPHA Base Coat: 100% acrylic base coat, field-mixed with Portland cement; manufactured by Senergy.] 2. [ALPHA DRY Base Coat: dry-mix base coat containing Portland cement; manufactured by Senergy.) 3. [Senerflex 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 111, grey or white; fresh and free of lumps.] C. [Senergy DRAINAGE MAT: three dimensional drainage core consisting of fused, entangled filaments, supplied by Senergy.] D. Water: Clean and potable without foreign matter. E. [Insulation Board: expanded polystyrene; ASTM 578 Type 1; flame spread less than 25, smoke developed less than. 450 per ASTM E-84, UL 723; minimum density 14.41 kg/m3 (9 Ib/ft3); K=6.09 per millimeter (0.24 per inch) 25 mm (1") thickness minimum as indicated on drawings meeting the following: 1. Air dried (aged 6 weeks, or equivalent prior to installation.) 2. Edges: Square within .8 mm per meter (1/32" per foot.) 3. Thickness: Tolerance of plus or minus 1.6 mm (1/16".)] F. Senerflex Reinforcing Mesh: MIL-Y 1140G; balanced, open weave glass fiber reinforcing mesh; twisted multi-end strands treated for compatibility with Senergy lamina components. 1. FLEXGUARD 4: Standard weight. 2. [CORNER GRID: Intermediate weight, pre-marked for easy bending, for reinforcing at exterior comers.) 3. [SELF-ADHERING MESH: A standard weight mesh coated with a pressure sensitive adhesive and used with Base Coat as reinforcement over acceptable sheathing joints, rough openings and at terminations.] G. Senergy TINTED PRIMER: 100% acrylic-based primer, color [ ) to closely match the selected Senergy Finish color; manufactured by Senergy.] H. [Senerflex® Finish coat. 100% acrylic resin finish; air cured; compatible with Base Coat; Finish color factory-mixed; color [ ) as selected; Finish texture [CLASSIC) [FINE] [TEXTURE] [COARSE) [SAHARA] [BELGIAN LACE] [ENCAUSTO VERONA] [BOREALIS] [AURORA TC-1001 [AURORA STONE] as scheduled.] OR- [SILCOAT® Finish: Siliconized acrylic emulsion finish coat; air cured, Finish color factory-mixed; color [ ] as selected; Finish texture [CLASSIC] [FINE] [TEXTURE] [SAHARA] [BELGIAN LACE] as scheduled.] -OR- [SENERLASTICe] [Siliconized SENERLASTIC PLUS, Finish: 100% acrylic-based elastomeric finish; air cured: Finish color factory-mixed; color [ J as selected; Finish texture [CLASSIC) [FINE] [SAHARA] [BELGIAN LACE] as scheduled.] 2.03 ACCESSORIES Starter track, L bead, J bead, angled termination bead, casing beads, corner beads, expansion joints and weep screed must comply with ASTM D 1784 or C 11063 for vinyl, ASTM A-525 or A-526 for galvanized and ASTM 5-69 for zinc with ground heights of 1/8 inch. Type as recommended by Senergy. PART 3 • EXECUTION 3.01 EXAMINATION A. Verify project site conditions under provisions of Section [01039] [ 'B. Walls C. 1. Sheathing a. [ ] Sheathing must be applied in accordance with project documents. b. Sheathing must be securely fastened per applicable building code and project requirements, c. Sheathing must be applied with corrosion resistant fasteners. 2. Secondary Moisture Barrier/ [Drainage Mat] a. Verify that the secondary moisture barrier is installed over the sheathing per applicable building code requirements, manufacturers specifications and Senergy details, prior to application of the Senergy Cement-Board Stucco 1000 System. b. Senergy Drainage Mat may be applied in strips or continuously over the secondary weather barrier. 3. Substrates a. Acceptable substrates are cement boards which satisfy ASTM CA 325. b. Cement-board must be securely fastened per applicable building code and project requirements. c. Examine surfaces to receive Senergy Cement-Board Stucco 1000 System and verify that substrate and adjacent materials are dry, clean and sound. Verify substrate surface is flat, free of fins or planar irregular ties greater than 6 mm in 3 m (1/4" in 10'). d. Cement-board must be a single piece around corners of openings. e. Cement-board must be fastened with corrosion resistant fasteners. f. Cement-board and sheathing joints must be offset. 4. Flashings a. Head, jamb and sills of all openings must be flashed with a minimum 230 mm (9") strip of secondary moisture barrier prior to window/door. HVAC, etc installation. Refer to Senergy Moisture Protection Guidelines. ' b. Windows and openings shall be flashed according to design and building code requirements. c. Individual windows that are ganged to make multiple units require that the heads be continuously flashed an/or the joints between the units must be fully sealed. • Senergy Cement-Board StUCCOTM 1000 5. Decks a. Decks must be properly flashed prior to system application. b. The system must be terminated a minimum of 25 mm (1") above all decks, patios and sidewalks, etc. 6. Utilities a. The system must be properly terminated at all lighting fixtures, electrical outlets, hose bibs, dryer vents, etc 7. Roof a. Verify that all roof flashings have been installed in accordance with the guidelines set forth by the Asphalt Roofing Manufacturers Association (ARMA). 8. Kick-out flashing a. Kick-out flashing must be leak-proof and angled (min 100 degrees) to allow for proper drainage and water diversion, D. 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 Cement-Board Stucco 1000 System. B. Protect finished work at end of each day to prevent water penetration. C. Substrate preparation: Prepare substrates in accordance with manufacturers instructions. 3.03 MIXING General: No additives are permitted unless specified in product mixing instructions. Close containers when not in use. Clean tools with soap and water immediately after use. A. Senerflex Base Coats: 1. Senergy ALPHA and ALPHA GENIE Base Coat: a. Prepare in a container which is clean and free of foreign substances. Do not use container which has contained or been cleaned with a petroleum-based product. b. Mix Base Coat with a paddle and drill to a homogeneous consistency, before adding Portland cement. c. Mix one part (by weight) Portland cement with one part Base Coat. Add Portland cement in small increments, thoroughly mixing to a homogeneous consistency after each additional increment. d. Clean, potable water may be added to adjust workability. 2. ALPHA DRY Base Coat: a. Mix and prepare each bag in a 19-liter (5-gallon) pail which is clean and free of foreign substances. Do not use a container which has contained or been cleaned with a petroleum-based product. b. Fill the container with approximately 5.6 liters (1112 gallons) of clean, potable water. c. Add ALPHA DRY Base Coat in small increments, mixing after each additional increment. d. Mix ALPHA DRY Base Coat and water with a mixer to a homogeneous consistency. e. Additional ALPHA DRY Base Coat or water may be added to adjust workability. B. Senergy TINTED PRIMER, and FINISH COATS : 1. Thoroughly mix the factory-prepared Senergy materials to a smooth, workable consistency. 2. A small amount of clean, potable water may be added to adjust workability. 3.04 APPLICATION General: Apply Senergy Cement-Board Stucco 1000 System materials in accordance with Senergy specifications. A. Accessories: Attach starter track per manufacturer's instructions and Senergy Cement-Board Stucco System 1000 Typical Details. B. Install weather barrier directly over sheathing and wrap into openings in accordance with Senergy Secondary Moisture Protection Guidelines. C. Install cement board over secondary weather barrier in accordance to the manufacturer's instructions and project requirements. D. Senergy Self Adhering 4" mesh. 1. Immediately center the 4" SELF-ADHERING MESH over all cement board joints and terminations and firmly press while unrolling. For openings, apply 4" SELF-ADHERING MESH over flange and onto cement board. 2. Ensure SELF-ADHERING MESH is continuous, void of wrinkles. Overlap SELF-ADHERING MESH a minimum 65 mm (2112"). 3. Apply mixed [ ] Base Coat to entire surface of mesh by troweling from the center to the edges. 4. Allow Base Coat and SELF-ADHERING MESH to dry prior to application of FLEXGUARD Reinforcing Mesh and Base Coat. E. [Install trim accessories per manufacturer's recommendations. Refer to Senergy's Cement-Board Stucco Trim Accessories; i bulletin for accessory placement] F. [Senergy Insulation board used for trim and quoins: 1. Pre-cut insulation board. 2. Apply mixed Senergy [ ] Base Coat to the entire surface of insulation board using a stainless steel trowel with 13 mm x 13 mm (112" x 112") notches spaced 13 mm apart (112") apart. of board to ensure uniform contact and 3. Immediately slide board into place and apply pressure over the entire surface high initial grab. Do not allow Base Coat to dry prior to installing. - 4. Abut all joints tightly and ensure overall flush level surface. 5. Fill gaps with slivers of insulation board. 6. Allow application of insulation board to dry (normally 8-10 hours) prior to application of Senergy Base Coat and mesh. 7. Rasp flush any irregularities greater than 1.6 mm (1116").] G. Senergy Base Coat/Reinforcing Mesh: Base Coat shall be applied so as to achieve Reinforcing Mesh embedment with no Reinforcing Mesh color visible.. 1. Senergy CORNER GRID: a. Install CORNER GRID at exterior corners. b. Apply CORNER GRID prior to application of FLEXGUARD Reinforcing Mesh. c. Cut CORNER GRID to workable lengths: d. Apply mixed [ALPHA Base Coat] [ALPHA DRY Base Coat] [ALPHA GENIE Base Coat] to insulation board at out side comers using a stainless steel trowel. e. Immediately place CORNER GRID against the wet Base Coat and embed the CORNER GRID into the Base Coat by troweling from the comer; butt edges and avoid wrinkles. f. After Base Coat is dry and hard, apply a layer of FLEXGUARD 4 Reinforcing Mesh over the entire surface of the CORNER GRID in accordance with 3.04 H.2.1 H. FLEXGUARD 4 Reinforcing Mesh: 1. Apply mixed [ALPHA] [ALPHA DRY] [ALPHA GENIE] Base Coat to entire surface of cement board with a stainless steel trowel to embed the Reinforcing Mesh. a. Immediately place FLEXGUARD 4 Reinforcing Mesh against wet Base Coat and embed the Reinforcing Mesh into the Base Coat by troweling from the center to the edges, 2. Lap Reinforcing Mesh 64-mm (2112") minimum at edges. 3. Ensure Reinforcing Mesh is continuous at corners, void of wrinkles and fully embedded in Base Coat. 4. If required, apply a second layer of Base Coat to achieve total nominal Base Coat/Reinforcing Mesh thickness of 1.6-mm (1116"). 5. Allow Base Coat with embedded Reinforcing Mesh to dry hard (normally 8 to 10 hours)] 1. [Senergy TINTED PRIMER: 1. Apply TINTED PRIMER to dry Base Coat/Reinforcing Mesh with a sprayer, 10-mm (318") nap roller, or good-quality latex paint brush at a rate of approximately 3.6-6.1 m2 per liter (150-250 ft2 per gallon). 2. TINTED PRIMER shall be dry to the touch before proceeding to the Senergy Finish Coat application) J. Senergy Finish Coat 1. [SENERFLEX FINISH: [CLASSIC] [FINE] [TEXTURE] [COARSE] [SAHARA] [BELGIAN LACE] [ENCAUSTO -OR- [SILCOAr Finish: [CLASSIC] [FINE] [TEXTURE] [SAHARA] [BELGIAN LACE]] OR [SENERLASTICI [SENERLASTIC PLUS] Finish: [CLASSIC] [FINE] [SAHARA] [BELGIAN LACE] j a. Apply Finish directly to Base Coat/Reinforcing Mesh with a clean stainless steel trowel to thickness required for type of Finish specified. b. Apply and level Finish during same operation to minimum obtainable thickness consistent with uniform coverage. c. Maintain a wet edge on Finish by applying and texturing continually over the wall surface. d. Work Finish to comers, joints, or natural breaks and do not allow material to set up within an uninterrupted wall area. e. Float Finish to achieve final texture.] 2. [AURORA TC-1001 [BOREALIS] Finish: a. Apply a tight coat of Finish directly to Base Coat/Reinforcing Mesh with a clean stainless steel trowel b. Maintain a wet edge on Finish Coat by applying and leveling continually over the wall surface. c. Work Finish to corners, joints, or natural breaks and do not allow material to set up within an uninterrupted wall area. Allow to set until surface is completely dry prior to applying a second coat. d. [For a smooth appearance, use a stainless steel trowel and apply the second coat. Achieve final texture using circular motions.] OR- (For a textured appearance, apply the second coat using a spray gun and hopper. Double back to achieve final texture.] e. Total thickness of Finish coat shall be approximately 1.6 mm (1116").] Note: Certain colors may require the use of Senergy TINTED PRIMER over the Base Coat/Reinforcing Mesh prior to application of AURORA TC-100 or BOREALIS Finish. 3. [AURORA STONE] Finish Coat: a. Apply Senergy TINTED PRIMER to substrate in accordance with current Senergy TINTED PRIMER Product Bulletin. TINTED PRIMER shall be of corresponding color for selected AURORA STONE Finish color. Allow TINTED PRIMER to dry to the touch before proceeding to AURORA STONE Finish application. b. Apply a coat of AURORA STONE Finish using a spray gun and hopper, maintaining a wet edge. Work to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. c. Allow first coat of AURORA STONE Finish to set until surface is completely dry prior to applying a second coat of AURORA STONE Finish. d. Apply second coat of AURORA STONE Finish using a spray gun and hopper; double back to achieve final texture. e. Thickness of AURORA STONE Finish may vary between 1.6 mm (1116") and 3.2 mm (118"), depending upon texture. Senergy Cement-Board StuCCOTM 1000 3.05 CLEANING A. Clean work under provisions of Section [01700] [ B. Clean adjacent surfaces and remove excess material, droppings, and debris. 3.06 PROTECTION Protect finished Work under provisions of Section [01500] [ 3.07 SCHEDULES Senergy Finish Coat 1. FINISH LOCATION A. CLASSIC SILCOAT CLASSIC SENERLASTIC CLASSIC SENERLASTIC PLUS CLASSIC B. FINE SILCOAT FINE SENERLASTIC FINE SENERLASTIC PLUS FINE C. SAHARA SILCOAT SAHARA SENERLASTIC SAHARA SENERLASTIC PLUS SAHARA D. BELGIAN LACE SILCOAT BELGIAN LACE SENERLASTIC BELGIAN LACE SENERLASTIC PLUS BELGIAN LACE E. TEXTURE SILCOAT TEXTURE F. ENCAUSTO VERONA G. COARSE H. BOREALIS 1. AURORATC-100 J. AURORA STONE 9~ Senergy DETAIL NO. CEMENT BOARD STUCCO CBS-1 SYSTEM 1000 DESIGN APPLICATION (PLAN VIEW) I . FRAMING Id I° ACCEPTABLE SHEATHING d MOISTURE PROTECTION BARRIER (BY OTHERS) I ` CEMENT BOARD SENERFLEX LAMINA: -SENERFLEX BASE COAT -FLEXGUARD REINFORCING I -SENERGY FINISH COAT I d 8/01 Senergy DETAIL NO. CEMENT BOARD STUCCO CBS-2 SYSTEM 1000 DESIGN INSTALLATION FRAMING ACCEPTABLE SHEATHING e MOISTURE PROTECTION BARRIER (BY OTHERS) CEMENT BOARD SENERFLEX BASE COAT 4 IN. SELF-ADHERING MESH CORROSION RESISTANT FASTENERS SENERGY FINISH COAT FLEXGUARD REINFORCING MESH FLASHING OR STARTER TRACK (BY OTHERS) 8101 Senergy DETAIL NO. TYPICAL CLAD CBS-5 WINDOW JAMB CEMENT BOARD ` ACCEPTABLE SHEATHING MOISTURE PROTECTION I BARRIER (BY OTHERS) I SENERGY LAMINA f I • 9" SENERFLASH CASING BEAD e BACKER ROD & SEALANT MIN. 13 MM (1/2") CLAD WINDOW i I 8/01 Senergy DETAIL NO. TYPICAL CLAD WINDOW SILL CBS-7 CLAD WINDOW 13 MM (112") MIN. BACKER ROD & SEALANT T CASING BEAD • ACCEPTABLE SHEATHING 9" SENERFLASH MOISTURE PROTECTION • BARRIER (BY OTHERS) ' CEMENT BOARD SENERFLEX LAMINA 8101 ESR-1064 ES REPORT TM Reissued February 1, 2007 This report is subject to re-examination in two years. iCC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, Calffomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 WWW.iCC-es.ora Regional Office■4051West FlossmoorRoad, Country Club Hills, Illinois 60478■(708)799-2305 DIVISION: 09-FINISHES Properties evaluated: Section: 09220-Portland Cement Plaster ■ Weather resistance and durability REPORT HOLDER: ■ Fire-resistance ■ Noncombustible construction BASF WALL SYSTEMS 3550 ST. JOHNS BLUFF ROAD SOUTH ■ Structural JACKSONVILLE, FL 32224 2.0 USES (904) 996-6000 www.basfwallsvstems.com StuccoBase is a cementitious exterior wall covering system installed on exterior walls of wood or steel frame, concrete or EVALUATION SUBJECT: masonry construction. CEMENTITIOUS EXTERIOR WALL COVERING SYSTEM 3.0 DESCRIPTION 3.1 General: ADDITIONAL LISTEES: StuccoBase is a proprietary mixture of portland cement, sand, ACROCRETE chopped fibers and proprietary ingredients reinforced with 3550 ST. JOHNS BLUFF ROAD SOUTH wire fabric, metal or glass fiber lath and applied to substrates of expanded polystyrene (EPS) insulation board, gypsum JACKSONVILLE, FLORIDA 32224 sheathing board, fiberboard, plywood, or oriented strand www.acrocrete.com board (OSB). StuccoBase is also applied over concrete or acrocreteinfoAdeaussa.com masonry units with or without lath. FINESTONE 3.2 Materials: 3550 ST. JOHNS BLUFF ROAD SOUTH 3.2.1 StuccoBase Concentrate: StuccoBase Concentrate JACKSONVILLE, FLORIDA 32224 is a factory-prepared mixture of Type I, II or III portland www.finestone.cc cement complying with ASTM C 150, chopped fibers and finestoneinfoadepussa.com proprietary additives. The mixture is packaged in 80-pound (36.3 kg) bags. Four and one half gallons (17 L) to 6 gallons SENERGY (22.7 L) of water and 240 pounds (108.9 kg) of sand are 3550 ST. JOHNS BLUFF ROAD SOUTH added to each bag in the field and mixed in accordance with JACKSONVILLE, FLORIDA 32224 the manufacturer's recommendations. Alternatively, the www.senerov.cc mixture may be blended at a batching plant and delivered with seneravinfo(ddeoussa.com sand in a bulk-mixer to the jobsite and field-mixed with water, under the following conditions: SONOWALL 1. The bulk-mixer bears an identification label showing the 3550 ST. JOHNS BLUFF ROAD SOUTH Senergy, Finestone, SonoWall Stucco Systems or JACKSONVILLE, FLORIDA 32224 Acrocrete name and address, the batch plant name and www.sonowall.cc address, the product name, and the evaluation report sonowallinfo(a)-deaussa.com number (ESR-1064). 1.0 EVALUATION SCOPE 2. A signed certificate from the batching plant accompanies each batch, specifying the plant name, contractor's name, Compliance with the following codes: jobsite address, date, materials batched, quantity, and curing instructions. The ratio of batched amounts shall be ■ 2006 International Building Code® (IBC) 240 pounds (108.9 kg) of sand to 80 pounds (36.3 kg) of ■ 2006 International Residential Code® (IRC) mixture. ■ BOCA' National Building Code/1999 (BNBC) 3. Procedures are in place to prevent tampering in controlling the amount of mixture and sand combined. ■ 1999 Standard Building Code® (SBC) Approved color pigments may be added to the stucco mix ■ 1997 Uniform Building Code- (UBC) in accordance with the manufacturer's instructions. REPORTS' are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any \ finding or other matter in this report, or as to any product covered by the report. n ow=Carnrmai Copyright © 2007 Page 1 of 12 Page 2 of 12 ESR-1064 - 3.2.2 StuccoBase Premix: A factory-prepared mixture of 3.2.9 Caulking: Acrylic latex caulking materials shall comply sand and StuccoBase Concentrate, packaged in 80-pound with ASTM C 834. (36.3 kg) bags. One and one fifth gallons (4.5 L) to 1'/, 3.2.10 Weather Protection: gallons (5.7 L) of water shall be added to each bag in the field and mixed. 3.2.10.1 Water-resistive Barrier: The requirement is 3.2.3 Sand: Sand shall be clean and free from deleterious minimum No. 15 asphalt non-perforated felt complying as amounts of loam, clay, silt, soluble salts and organic matter. Type I in accordance with ASTM D 226 (IBC or BNBC or Sampling and testing shall comply with ASTM C 144-93 or C IRC); minimum Grade D kraft building paper complying with 897. Sand shall be graded in accordance with ASTM C 144- UBC Standard 14-1; asphalt-saturated rag felt complying with 93 or C 897 within the following limits: UL Standard 55A (UBC); or material recognized in a current evaluation report as complying with the ICC-ES Acceptance RETAINED ON U.S. PERCENT MAINTAINED BY WEIGHT Criteria for Water-resistive Barriers (AC38). The water- STANDARD SIEVE t 2 PERCENT resistive barrier shall be required over all substrates except Minimum maximum under the SBC or the UBC, where the barrier is permitted to No. 4 - 0 be installed behind the EPS board. Application of the barrier No. 8 0 10 shall comply with Section 1404.2 of the IBC, Section R703.2 No. 16 10 40 of the IRC, Section 1406.3.6 of the BNBC, Section 2303.3 of No. 30 30 65 the SBC or Section 1402.1 of the UBC. When applied over No. 50 70 90 any wood-based sheathing, the barrier shall be either: (a) a No. 100 95 100 minimum of two layers of Grade D building paper as set forth 3.2.4 Insulation Board: The expanded polystyrene (EPS) in Section 2510.6 of the IBC or Section 2506.4 of the UBC; or (b) one layer of insulation board, having horizontal tongue- insulation board shall have a nominal density 1.5 pounds and groove edges as described in Section 3.2.4 of this report, per cubic foot (24 kg/m) ter, aflame-sprread index of over one layer of Grade D building paper having a minimum 25 or less, and asmoke-developed index of 450 or less, and shall comply with ASTM C 578 as Type II. Unbacked boards water-resistance rating of 60 minutes. shall be 1 to 11/2 inches (25 mm to 38 mm) thick and have 3/8 3.2.10.2 Vapor Retarder: A vapor retarder complying with inch-high (9.5 mm) tongues with compatible grooves for Section 1403 of the IBC and Section R318.1 of the IRC shall horizontal joints. See Figure 1 of this report forjoint detail. All be provided, unless its omission is permitted under the boards shall be recognized in an ICC-ES evaluation report. exceptions noted in Section 1403.3 of the IBC or Section See Section 7.0 for board identification. R318.1 of the IRC. 3.2.5 Lath: 3.2.10.3 Flashing, Trim and Accessories: All flashing, trim, 3.2.5.1 Wire Fabric Lath: Wire fabric lath must comply with weep screeds and corner reinforcement shall be of corrosion- the ICC-ES Acceptance Criteria for Metal Plaster Bases resistant metal or approved plastic. Flashing shall be installed (Lath) (AC191). Minimum No. 20 gage [0.035 inch (0.89 at the perimeter of all penetrations of the system in mm)], 1-inch galvanized steel, woven-wire fabric must be accordance with the applicable code. Membrane flashing flexible shall comply used. Lath must be furred when applied over all substrates rubberized ized asphalt ACn polyethylene 48 and shall be a material, 0.030 adhering, inch (0.8 except unbacked polystyrene board. Furring mustcomplywith the following requirements. mm) thick, shingle-lapped over the weather-resistive barrier. Rigid flashing shall comply with Section 1405.3 of the IBC 1. When maximum total coating thickness is'/, inch (12.7 and shall be sloped towards the exterior, with an upturned leg mm) or less, the body of the lath must be furred a on the interior side and at the ends. Flashing shall extend minimum of '/e inch (3.2 mm) from the substrate after beyond the surface of the exterior wall. installation. 3.2.11 Miscellaneous: All trim, screeds and corner 2. When total coating thickness is grater than'/, inch (12.7 reinforcement shall be galvanized steel or approved plastic. mm), No. 17 gage [0.058 inch (1.47 mm)] by 1'/Z inch (38 4.0 INSTALLATION mm) woven-wire fabric lath must be used. The body of the lath must be furred a minimum of 1/4 inch (6.4 mm) from 4.1 Installation: the substrate after installation. 4.1.1 General: The exterior cementitious coating shall be 3.2.5.2 Metal Lath: Metal lath must comply with AC191 and, applied by hand-troweling or machine-spraying in one or two when applicable, UBC Table 25-13. Furring requirements are coats to a minimum 3/s"inch (9.5 mm) thickness. The lath, as set forth in Section 3.2.5.1. when required, shall be embedded in the minimum coating 3.2.5.3 Glass Fiber Lath: PermaLath glass fiber lath shall thickness and therefore cannot be exposed. The finish coat, comply with ICC-ES evaluation report ESR-1511. if used, shall be applied within 72 hours after the base coat, unless the latter is sprayed/brushed with an acrylic-bonding 3.2.6 Gypsum Sheathing Board: Water-resistant core adhesive, or a bonding treatment is added to the finish-coat gypsum sheathing shall comply with ASTM C 79. stucco mix prior to application. Flashing, corner 3.2.7 Fiberboard: Minimum '/2 inch-thick (12.7 mm), reinforcement, metal trim and weep screeds shall be installed asphalt-impregnated fiberboard shall comply with ANSI/AHA as shown in Figure 3 of this report. The coating shall be A194.1 as a regular density sheathing. applied at ambient air temperatures ranging from 40°F (4.4-C) to 120-F (49 C) by applicators approved by Senergy, 3.2.8 Wood-based Structural Panels: The panels shall be Finestone, SonoW all orAcrocrete. The water-resistive barrier minimum 5/t6 inch- thick (7.9 mm) plywood or OSB, for studs shall be applied as set forth in Section 3.2.10.1 of this report. spaced 16 inches (406 mm) on center, and shall be minimum The water-resistive barrier may be omitted when the stucco 3/,'inch-thick (9.5 mm) plywood or'/76 inch-thick (11.1 mm) is installed directly over cast concrete or unit masonry OSB for studs spaced 24 inches (610 mm) on center. substrates. An installation card, as noted in Figure 2 of this Plywood shall be exterior grade or Exposure 1 and comply report, shall be on the jobsite with the name of the applicator with DOC PS-1 or UBC Standard 23-2, and OSB shall be and the product to be used before any water-resistive barrier Exposure 1 and comply with DOC PS-2 or UBC Standard 23- or exterior sheathing is installed. Also, see Section 5.6 of this 3. report. Page 3 of 12 ESR-1064 ' - 4.1.2 Application over Open Framing: Insulation Board: shall also be permitted to be applied to minimum No. 20 gage The EPS board described in Section 3.2.4 of this report shall [0.035 inch (0.9 mm)] minimum base-metal thickness] steel be placed horizontally with tongues faced upward and shall studs spaced a maximum of 24 inches (610 mm) on center. be temporarily held in place with galvanized staples or roofing The fiberboard shall be temporarily held in place with self- nails over open wood studs spaced a maximum of 24 inches tapping screws, and shall be covered by a water-resistive (610 mm) on center. Vertical butt joints shall be staggered a barrier as set forth in Section 3.2.10.1 of this report. Self- minimum of one stud space from adjacent courses and shall furring or furred metal lath shall be secured through the occur directly over studs. The water-resistive barrier shall be water-resistive barrier and sheathing to the studs with No. 7, applied over the EPS board. Under the SBC and UBC, the S12-20, self-drilling, self-tapping panhead screws spaced as water-resistive barrier shall be permitted to be behind the for wood studs. Screw-head diameter shall be a minimum of EPS board. The metal lath shall then be applied tightly with 0.333 inch (6.5 mm). The screws shall be long enough to 1'/2 inch (38 mm) end and side laps over the EPS board and penetrate the studs'/, inch (6.4 mm), with a 1'/; inch (32 mm) fastened through the board and water-resistive barrier to minimum length. All walls shall be braced in accordance with wood studs with No. 11 gage galvanized roofing nails or No. the applicable code. Exposed sheathing edges shall be 15 gage galvanized staples spaced 6 inches (152 mm) on protected with screeds. Holes in the substrate surface shall center if attached to Douglas fir-larch (minimum specific be caulked and the coating applied as described in Section gravity of 0.50) wood studs. The fastener spacing shall be a 4.1.1 of this report. maximum of 5 inches (127 mm) on center for framing with a 4.1.3.2 Gypsum Sheathing: Minimum '/2 inch-thick (12.7 minimum specific gravity of 0.46, such as Douglas fir-south, mm), water-resistant core gypsum sheathing shall be hem-fir-south, western hemlock or western hemlock-south. permitted to be installed directly on wood studs spaced a For framing with a minimum specific gravity of 0.42, such as maximum of 24 inches (610 mm) on center, in a manner hem-fir or spruce-pine-fir, the maximum spacing of fasteners shall have a similar to the installation for fiberboard. Gypsum sheathing shall be 4 inches (102 mm) on center. Staples shall fastened minimum crown width of 1/2 inch (12.7 mm). Fasteners for in accordance with ASTM C 1280 (under metal lath shall penetrate a minimum of 1 inch (25 mm) into the IBC ),Ta 0.6 of of the the SBC or IRC, Table Table 25-G of 2304.1 the of UBCthe wood studs. Care shall be taken to avoid overdriving BNBC, Section on 25 504.6 of . fasteners. Stu Care se shall also be permitted to be applied The water-resistive barrier shall be required over the gypsum minimum sheathing prior to installation of the metal lath and coating as to minimum No. 20 gage l also inch mitt mm) described base-metal thickness] steel studs spaced a maximum of 24 in Section be of this report. The sheathing shall inches (610 mm) on center. The metal lath shall be applied also be permitted to applied to minimum No. 20 gage tightly over the polystyrene board with 1'/z inch (38 mm) end [0.035 inch (0.9 mm) minimum base-metal thickness] steel and side laps and fastened through the board and water- studs spaced a maximum of 24 inches (610 mm) on center. resistive barrier to the steel studs with No. 7, d and ,self- The gypsum sheathing shall be attached to metal studs with drilling, self-tapping, panhead screws spaced 6 inches (152 screws complying with ASTM C 954 in accordance with Section 2504.0 and Table 2503.2 of the BNBC; ASTM C 1280 mm) on center. Screw-head diameter shall be a minimum of and underthe IBC); Section R702.3.o of the IRC; Section 2503.3 .333 inch (8.5 mm). The screws shall be long enough to (under 0penetrate studs inch (6.4 mm), with a 1'/; inch (32 mm) Table 2503.3 of the SBC; or Table 25-G of the UBC, minimum length. Wall bracing in accordance with Section except for spacing, which shall a maximum of 6 inches 2308.9.3 of the IBC, Section R602.10 or R602.11 of the IRC, temporarily on center. The water-resistive barrier shall be Section 2308.2.2 or Table temporarily fastened, and shall be followed by the self-furring Section 2305.8.1 of the BNBC, furred metal 2308.2.2A of the SBC, or Section 2320.11.3 or 2320.11.4 of inches 12.7 mm to 38 mm) thick, shall be permitted to be the UBC, or an acceptable alternative, shall be required. ( ) Outside wall corners and parapet comers shall be covered installed over the gypsum board prior to installation of the with extra metal corner reinforcement. Weep screeds shall water-resistive barrier metal lath and coating. The metal lath wall in shall be attached through the sheathing to metal studs as set comply with, and be installed at the bottom of the forth accordance with, Section 2512.1.2 of the IBC; ASTM C 926, in Section 4.1.2 this report. Screws fastening Section A2.2.2 (underthe BNBC and SBC); or Section 2506.5 sheathing and screws fastening metal lath shall be staggered of the UBC. Galvanized steel, 13/8 inch (35 mm), J-shaped from each other. trim pieces shall be installed at other areas where the EPS 4.1.3.3 Wood-based Structural Panels: Wood-based board is exposed. At windows and doors, butting J-trim metal structural panels shall be applied directlyto wood studs under edges shall be caulked. Holes for hose bibbs, electrical conditions set forth in Section 3.2.8 of this report and either panels and other penetrations of substrate surfaces, except Table 2308.9.3(3) of the IBC, Table R602.3(3) of the IRC, those caused by fasteners, shall also be caulked. After Table 2307.3.5 of the BNBC, Table 2308.1 B of the SBC, or caulking, the coating shall be applied as described in Section Table 23-IV-D-1 and Table 23-11-B-1 of the UBC. The panels 4. 1.1 of this report. shall be attached in accordance with Table 2304.9 of the IBC, 4.1.3 Application over Solid Backing: Table R602.3(1) ofthe IRC, Table 2305.2 ofthe BNBC, Table 2306.1 of the SBC or Table 23-11-13-1 of the UBC. The water- 4.1.3.1 Fiberboard: Minimum '/2 inch-thick (12.7 mm) resistive barrier, metal lath, and coating shall be applied as fiberboard sheathing shall be installed directly over wood described in Section 4.1.3.1 of this report for fiberboard. studs spaced a maximum of 24 inches (610 mm) on center. 4.1.3.4 Concrete and Masonry: The fiberboard shall be temporarily held in place with corrosion-resistant staples or roofing nails. A water-resistive 4.1.3.4.1 Direct Application without Lath: Surface barrier, as set forth in Section 3.2.10.1 of this report, shall be preparation of cast-in-place or precast concrete and masonry applied over the fiberboard or optional insulation board prior shall be straight and true within inch (6.4 mm) in 10 feet to application of metal lath. The metal lath shall then be (3048 mm) and shall be in accordance with Section 2510.7 of attached to studs through the sheathing with fasteners and the IBC, Section 2506.3 of the BNBC, Section 2504.2 of the spacings described for insulation board in Section 4.1.2 of SBC or Section 2508.8 of the UBC. Surfaces shall be clean this report or as described for fiberboard in either Table and free from any deleterious materials. Surfaces shall be 2304.9.1 of the IBC, Table R602.3(1) of the IRC, Table adequately rough to have good absorption for proper 2305.2 of the BNBC, Table 2306.1 of the SBC, or Table 23-11- bonding. Cast-in-place or precast concrete that has smooth B-1 of the UBC, whichever is more restrictive. The sheathing or nonabsorbent solid surfaces shall be prepared to receive Page 4 of 12 ESR-1064 stucco by sandblasting, wire brushing, acid etching, or accordance with Section 22 of ASTM C 840. Stud wall chipping. The coating shall be applied directlyto the prepared cavities shall be filled with 35/8 inch-thick (92 mm), R-11 surface at a minimum thickness of 3/6 inch (9.5 mm) in rockwool insulation, with a 1.8 psf (0.086 kN/m2) density, accordance with Section 4.1.1 of this report. which shall be attached to the framing members. 4.1.3.4.2• Application with Lath: Lathing and furring used 4.2.2.2 Exterior Face: A water-resistive barrier complying to receive stucco shall be installed and conform with ASTM C with Section 3.2.10.1 of this report shall be applied over the 1063. Fasteners used to install the lath shall be recognized in exterior stud face, followed by 1-inch-thick (25 mm), 1.5 pcf an ICC-ES evaluation report. The lath shall be fastened in density (24 kg/m3) EPS board applied as described in Section vertical rows, a maximum of 24 inches (609.6 mm) on center. 4.1.2 of this report. The No. 20 gage woven-wire lath shall Fastener spacing in each rowshall be a maximum of 6 inches then be fastened through the EPS board to the wood framing (152.4 mm). The coating shall be applied in accordance with with 2-inch-long (51 mm), No. 11 gage roofing nails having Section 4.1.1 of this report. Application using PermaLath, as minimum 5/i,-inch-diameter (7.9 mm) heads at 6 inches (152 an alternative to metal lath, shall comply with ICC-ES mm) on center. StuccoBase shall then be applied at least % evaluation report ESR-1511. inch (9.5 mm) thick as described in Section 4.1.1 of this 4.1.4 Application with PermaLath: Application using report. PermaLath, as an alternative to metal lath, shall comply with 4.2.2.3 Axial Design: Axial loads applied to the wall ICC-ES evaluation report ESR-1511. assembly shall be limited by the lesser of the following: 4.2 One-hour Fire-resistive Wall Assembly: • 1,200 pounds (5340 N) per stud. 4.2.1 First Assembly (Metal Lath): • A maximum of 50 percent of the load calculated in 4.2.1.1 Interior Face: One layer of 5/,-inch-thick (15.9 mm), accordance with the NDS. TypeXgypsumboard, water-resistant backer board orveneer • Design stress of 0.78F',. base complying with ASTM C 36 shall be applied parallel or .Design stress of 0.78 F'~ at a maximum l~/d of 33. at right angles to the interior face of 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on center. The 4.2.3 Third Assembly (Metal Lath): gypsum board shall be attached with 6d, cement-coated cooler nails, 1'/e inches (48 mm) long with'/; inch-diameter 4.2.3.1 Interior Face: One layer of 5/,-inch-thick (15.9 mm), (6.4 mm) heads, at 7 inches (178 mm) on center to studs, Type X gypsum board, complying with ASTM C 36, is applied plates and blocking. All gypsum board joints shall be backed horizontally or vertically to the interior face of 2-by-4 wood with minimum 2-by-4 wood framing, taped and treated with studs spaced a maximum of 24 inches (610 mm) on center. joint compound in accordance with Section 22 of ASTM C The gypsum board shall be fastened to the studs and 840. Fastener heads shall also be treated with joint perimeter framing using 1'/,- inch-long (47.6 mm), 0.100-inch- compound in accordance with ASTM C 840. diameter (2.54 mm), galvanized steel, cupped-head drywall 5 nails, having a minimum head diameter of 0.300 inch (7.62 4.2.1.2 Exterior Face: One layer of minimum /,-inch-thick mm), spaced a maximum of 7 inches (178 mm) on center. All (15.9 mm), Type X, water-resistant core-treated gypsum gypsum board joints shall be taped and treated with joint sheathing, 48 inches (1219, mm) wide, shall be applied compound in accordance with Section 22 of ASTM C 840. All parallel to studs with No.11gage galvanized roofing nails 13/,, vertical joints in the gypsum board shall occur over studs. inches (44.5 mm) long with 7/,flinch-or'/,-inch-diameter (11.1 Fastener heads shall also be treated with joint compound in mm or 12.7 mm) heads at 4 inches (102 mm) on center at accordance with Section 22 of ASTM C 840. Kraft paper- board edges and 7 inches (178 mm) on center at intermediate faced fiberglass insulation batts shall be placed in the cavities studs. The sheathing shall be nailed to top and bottom plates between the studs, with the kraft paper surface on the interior at 7 inches (178 mm) on center. A water-resistive barrier shall side of the wall, and fastened to the studs. The insulation be required over the sheathing. The wire fabric lath and wall batts shall have an R-11 thermal resistance value, and coating shall then be applied, without insulation board, as measure 3'/2 inches (89 mm) thick. described in Section 4.1.3.1 of this report. 4.2.3.2 Exterior Face: One layer of/i,-inch-thick(11.1 mm) 4.2.1.3 Axial Design: The wood stud axial design stress for OSB, one layer of 15/12 inch-thick (11.9 mm) plywood or one the wall assembly, as calculated in accordance with Section layer of/2 inch-thick (12.7 mm), water-resistant core treated 2306 of the IBC, Section R602.3 of the IRC, Section 2303.1.1 gypsum board complying with ASTM C 79, shall be applied of the BNBC, Section 2301.2 of the SBC or Chapter 23, vertically to the wall, and fastened to the wood studs, sills and ivisi 111 of the UBC, thwhichever code is e maximum stress shall applicable, hall be plates using 1'/,- inch-long (48 mm) by 6d coated sinker nails 0.78 limited t to at 0a.78 Fmaximum he ratio of 33. not exceed spaced a maximum of 8 inches (203 mm) on center. All vertical joints in the OSB, plywood or gypsum board shall 4.2.2 Second Assembly (Metal Lath): occur over studs. One or two layers of building paper, depending on substrate, shall be applied to the exterior face 4.2.2.1 Interior Face: One layer of %-inch-thick (15.9 mm), and attached to the wood studs in accordance with Section Type X gypsum wallboard, complying with ASTM C 36, shall 3.2.10 of this report. One-inch (25 mm) by No. 20 gage be applied to the interior face of nominally 2-by-4 wood studs woven-wire lath shall be fastened through the sheathing to spaced a maximum of 16 inches (406 mm) on center. The thestudswith1'/4 inch-long-by-No.-16-gage-by-1-inch-crown gypsum board shall be fastened with 2-inch-long (51 mm), staples, spaced 6 inches (152 mm) on center along all studs No. 11 gage roofing nails with minimum 5/,,-inch (7.9 mm) and perimeter framing. The StuccoBase mixture shall then be head diameters at 6 inches (152 mm) on center to all framing applied to the lath in accordance with Section 4.1.1 of this members. As an alternative, the gypsum board attachment report at a minimum thickness of % inch (9.5 mm). For studs shall be permitted to be with 6d cooler or wallboard nails 10 feet (3048 mm) long or longer, a mid-height blocking spaced at 7 inches (178 mm) on center as set forth in the between studs shall be required. applicable code. All wallboard joints shall be backed with minimum 2-by-4 wood framing, taped and treated with joint 4.2.3.3 Axial Design: Axial loads applied to the system compound in accordance with Section 22 of ASTM C 840. described in Section 4.2.3.2 of this report shall be limited to Fastener heads shall be treated with joint compound in the lesser of the following: Page 5 of 12 ESR-1064 1. 1,100 pounds (4895 N) per stud. 4.3.1.2 Steel Framing: Minimum 35/8 inch-deep (92 mm), 2. A maximum of 47.5 percent of the load calculated in No. 20 gage steel studs [0.035 inch (0.91 mm) thick] shall be accordance with the NDS. spaced a maximum of 16 inches (406 mm) on center. 3. Design stress of 0.78 P, 4.3.1.3 Openings: Wall openings shall be framed with 4. Design stress of 0.78 P. at a maximum /✓d of 33. minimum '/,-inch-thick (3.2 mm), tubular aluminum or steel framing. 4.2.4 Fourth Assembly (PermaLath): 4.3.1.4 Exterior Finish: One layer of 5/,-inch-thick (15.9 4.2.4.1 Interior Face: One layer of 5/,-inch-thick (15.9 mm), mm), water-resistant, Type X gypsum board, complying with Type X gypsum board, complying with ASTM C 36, is applied ASTM C 79, shall be applied vertically to steel framing with all horizontally or vertically to the interior face of 2-by-4 wood edges blocked. Fasteners are No. 8 by 1'/; inch-long (32 mm) studs spaced a maximum of 16 inches (406 mm) on center. buglehead screws fastened to board joints at 8 inches (203 The gypsum board shall be fastened to the studs and mm) on center and intermediate locations at 12 inches (305 perimeter framing using 1'/,-inch-long (47.6 mm), 0.100-inch- mm) on center. All joints shall be taped and treated with joint diameter (2.54 mm), galvanized steel, cupped-head drywall compound in accordance with Section 22 of ASTM C 840. nails, having a minimum head diameter of 0.300 inch (7.62 Intermediate fasteners shall be treated with compound in mm), spaced a maximum of 8 inches (178 mm) on center. All accordance with Section 22 of ASTM C 840. Weather- gypsum board joints shall be taped and treated with joint protection in compliance with Section 3.2.10 of this report compound in accordance with Section 22 of ASTM C 840. All shall be required. StuccoBase shall be applied at a minimum vertical joints in the gypsum board shall occur over studs. 3/,-inch (9.5 mm) thickness as described in Section 4.1.1 of Fastener heads shall also be treated with joint compound in this report. Combustible sheathing, such as fiberboard, accordance with Section 22 of ASTM C 840. Kraft paper- plywood, oriented strand board and foam plastic, shall not be faced fiberglass insulation batts shall be fitted into each stud used. using Arrow No. T50 5/,Cinch staples spaced nominally 6 4.3.2 Assembly 2 (Metal Lath): inches on center. The insulation batts shall have an R-11 thermal resistance value, and measure 3'/2 inches ( 89 mm) 4.3.2.1 Interior Finish: One layer of %7inch-thick (15.9 thick. mm), Type X gypsum wallboard, complying with ASTM C 36, 4.2.4.2 Exterior Face: One layer of 7/,Cinch-thick (11.1 mm) shall be vertically applied to steel framing with blocked edges. OSB shall be applied vertically or horizontally to the wall and The wallboard shall be fastened to framing with minimum 1- fastened to the wood studs, sills and plates using 17/Cinch- inch-long (25 mm), No. 8-18, S-12, self-tapping screws long (48 mm) by 6d coated sinker nails spaced a maximum of spaced 6 inches (152 mm) on center. All board joints shall be 8 inches (203 mm) on center. All vertical joints in the OSB taped and treated with joint compound. Fastener heads shall shall occur over studs. Two layers of a water-resistive barrier be covered with joint compound. shall be applied to the exterior face and attached to the wood 4.3.2.2 Steel Framing: Steel framing shall be minimum 35/. studs in accordance with Section 3.2.10 of this report. inch-deep (92.1 mm), No. 20 gage [0.035 inch (0.91 mm) PermaLath shall be applied over the water-resistive barrier thick] steel framing. Vertical framing members (studs) shall be with a minimum of 3 inches of overlap at vertical and spaced a maximum of 16 inches (406 mm) on center. horizontal edges and overlap onto the flange of trim accessories. PermaLath shall be applied horizontally such 4.3.2.3 Openings: Wall openings shall be framed with that it is flat and free of ripples, wrinkles, etc. PermaLath shall minimum No. 20 gage [0.035 inch (0.91 mm) thick] metal be attached using galvanized staples (No. 16 gage, 1-inch framing. crowns, 1'/; inch legs) to the framing every 6 inches on 4.3.2.4 Exterior Finish: One layer of minimum'/Z inch-thick center. The StuccoBase mixture shall then be applied to the (12.7 mm), water-resistant-core gypsum sheathing shall be lath in accordance with Section 4.1.1 of this report at a attached to the metal framing as described in Section 4.1.3.2 minimum thickness of /8 inch (9.5 mm). For studs 10 feet of this report. Combustible sheathing, such as fiberboard, (3048 mm) long or longer, a mid-height blocking between plywood, oriented strand board and foam plastic, shall not be studs shall be required. used. 4.2.4.3 Axial Design: Axial loads applied to the wall 4.3.2.5 Stud Cavity: R-11 fiberglass or rock wool batt, 35/8 assembly shall be limited by the lesser of the following: inches (92.1 mm) thick, shall be sized to friction-fit between 1. 1,100 pounds (4895 N) per stud. studs. 2. A maximum of 47.5 percent of the load calculated in 4.3.2.6 Stucco: A water-resistive barrier, as described in accordance with the NDS. Section 3.2.10.1 of this report, shall be applied over the 3. Design stress of 0.78 P, gypsum sheathing with minimum 2-inch (51 mm) horizontal 4. Design stress of 0.78 F'~ at a maximum I fd of 33. weather laps and 6-inch (152 mm) vertical laps. The lath and StuccoBase shall be applied as noted in Sections 4.1.1 and 4.2.4.4 Fire Separation Distance: When installed in 4.1.3 of this report. accordance with Section 4.2.4, exterior walls shall have a 4.4 Miscellaneous: minimum fire separation distance of 5 feet (1524 mm). 4.3 Type I, II, 111 or IV Construction: 4.4.1 Inspection Requirements: Building department inspection of lath installation shall be required prior to The stucco system, without EPS, may be installed on exterior application of the coating as noted in Section 109.3.5 of the walls required to be Type I, ll, III or IV construction (IBC, IBC, Section R109.1.5.1 of the IRC or Section 108.5.5 of the BNBC, SBC) or noncombustible construction (UBC), as UBC. follows: 4.4.2 Control Joints: Control joints shall be installed as 4.3.1 Assembly 1 (Metal Lath): specified by the registered design professional, designer, 4.3.1.1 Interior Finish: Interior finish shall consist of 5/8 builder, or exterior coating manufacturer, in that order. In the inch-thick (15.9 mm), Type X gypsum board attached as absence of details, conventional three-coat plastering details noted for exterior finish. shall. be used. Page 6 of 12 ESR-1064 4.4.3 Curing: Moist curing shall be required for a minimum 5.7 The allowable wind load on the system with wood or of 24 hours after coating application. steel studs spaced a maximum of 24 inches (610 mm) on center is 40 psf (1.92 kPa), positive or negative. 4.4.4 Soffits: The system shall be permitted to be applied Supporting framing shall be adequate to resist the to soffits, provided the coating is applied over metal lath required wind load. complying with Section 3.2.5.2 of this report in lieu of wire fabric lath. Metal lath fastening shall comply with the ASTM C 5.8 The maximum allowable wind loads on the system 926 or C 1063 (IBC, BNBC, and SBC), Section R703.6 of the incorporating PermaLath glass fiber lath with steel studs IRC, or Table 25-C of the UBC, except the fastener length and wood studs spaced at a maximum of 16 inches shall be increased by the thickness of any substrate. (406 mm) on center are 20.7 psf (0.99 kPa) and 54.0 psf 4.4.5 Sills: The system may be applied to sills at locations (2.60 kPa), positive or negative, respectively. such as windows and other similar areas. Sills with depths of 5.9 Foam plastic shall not be placed on exterior walls of 6 inches (152 mm) or less may have the coating and lath wood construction located within 6 inches (152 mm) of applied to any substrate permitted in this report, provided the the ground in areas where hazard of termite damage is coating, lath, water-resistive barrier and substrate are very heavy in accordance with Section R320.4 of the installed in accordance with the appropriate sections of this IRC and Section 2603.3.2 of the SBC. report. Sills with depths exceeding 6 inches (152 mm) shall 6.0 EVIDENCE SUBMITTED have substrates of solid wood or plywood. The substrate shall be fastened in accordance with Table 2305.2 of the BNBC, 6.1 Reports of tests in accordance with the ICC-ES Table 2304.9.1 of the IBC, Table R602.3(1) of the IRC, Table Acceptance Criteria for Cementitious Exterior Wall 2306.1 of the SBC or Table 23-II-13-1 of the UBC, and then a Coatings (AC11), dated February 2006. double layer of a complying water-resistive barrier shall be 6.2 Descriptive information. applied. The coating, lath, and optional EPS board shall be applied in accordance with Section 4.1.2 of this report. 6.3 Reports of tests in accordance with ASTM E 119 (UBC 5.0 CONDITIONS OF USE Standard 7-1). 6.4 Reports of tests in accordance with ASTM E 136 (UBC The StuccoBase described in this report complies with, or is Standard 2-1). a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following 6.5 A quality control manual. conditions: 7.0 IDENTIFICATION 5.1 The materials and methods of installation shall comply 7.1 The factory-prepared mix shall be delivered to the with this report and the manufacturer's published the site in water-resistant bags with labels bearing 9 installation instructions. In the event of a conflict following information: between this report and the manufacturer's published installation instructions, this report shall govern. a. Company name and address (Senergy, Finestone, SonoWall or Acrocrete), and the evaluation report 5.2 Installation shall be by contractors approved by the number (ESR-1064). additional listee. b. Identification of components. 5.3 The system with metal lath shall be limited to Type V c. Weight of packaged mix. (IBC and UBC), Type 5 (BNBC), and Type VI (SBC), or construction permitted by the IRC, except as noted in d. Storage instructions. Section 4.3 of this report. The use of PermaLath glass e. Maximum amount of water and other components fiber lath shall be limited to Type VB under the IBC and that may be added and conditions that shall be buildings constructed under the IRC except as noted in considered in determining actual amount. Section 4.2.4 of this report. f. Curing instructions. 5.4 The system is one-hour fire-resistance-rated wall g. Product name (StuccoBase): assembly when installed in accordance with Section 4.2 of this report. 7.2 When delivered to the jobsite with sand in a bulk mixer, 5.5 For walls with foam plastic insulation, the interior of the the bulk-mixer label shall include the information noted building shall be separated from the EPS board with a in Section 3.2.1 of this report. thermal barrier complying with Section 2603.4 of the 7.3 Polystyrene foam plastic insulation boards shall be BNBC, Section 2603.4 of the IBC, Section R318.1.2 of identified in accordance with their respective evaluation the IRC, Section 2603.5 of the SBC, or Section 2602.4 reports. Additionally, the board density shall be noted. of the UBC, such as'/Z inch (12.7 mm) regular gypsum 7.4 Identification of PermaLath shall comply with ICC-ES wallboard applied in accordance with ASTM C 840 (BNBC and IBC), Table R 702.3.5 of the IRC, or Table evaluation report ESR-1511. 25-G of the UBC. 5.6 An installation card, as shown in Figure 2, shall be left at the jobsite for the owner, and a copy shall be filed with the building department. ICI I Page 7 of 12 ESR-1064 n a" 12° TYR P ~ Z 0 For SI: 1 inch = 25.4 mm. ,/e. We FIGURE 1 INSTALLATION CARD (Coating system Trade Name) (Name of coating manufacturer) Job Address Evaluation Report . ER- Date of Job Completion Plastering Contractor Name: Address: Telephone No. Approved contractor as issued by the coating manufacturer This is to certify that the exterior coating system on the building exterior at the above address has been installed in accordance with the evaluation report specified above and the manufacturer's instruc- tions. S'iPatureorutnhwimd mprewraau.c - 1'Yac of ptartcnq contractor This installation card must be presented to the building inspector after completion of work and before final inspection. FIGURE 2 Page 8 of 12 ESR-1064 .a.~,....e,_..yn...,_.. 'J' -'EArsIER R':c~r~t QP4iYFR 15'eA;F36'R R.Esrs=K a?R FO h51 FI.P4TiC 4F7SifTis}N, aRC '4AM "711^1 'N$Ui.AT10k WWI) F 1..F.[. M x 7 A3t 40:MUN 1' X 10 CAU9, SWCO *"NG MI. C('W SE 6 I/T - i/2' ST:.CCGHASE ?GSH CDA r MSr ODA F s ; PLATE $U RATE f t 1 !-Z/6° z,,.VLTAL C WEEP SCREE: ; FOAVI SUB'SJIRAT (1) APPROVED SU, c RATE P30:TA SuiSTr xA WEATHER K.SS'IVE 115ARWO x3 Cdr M'FAUM 9' X 20 LAJ3 f S"✓:D vl vi; 3/B° - 1 f2" STDL'G "i.ASf - kfL - 1/2° STUCO B SE FIND DQAT _ - ! SILL PLATE ;t - Slt PtATs. ..._....f. ! 3f8 - 112' d-WEEP > EXTERIOR SHEAT»iWG WST BE 3/8-- i, J-- I PRO-TCIEO 'IROU THE ELEMENTS GEOCAIV~Hh i _ BY MATE'VER MEANS 6 DEEMTD RR A ABY DESIGN PROFESSIONAL s .'_t2 V4-1P S,f.HJ - aoz~j13 5la_,ERvoc (vi For SI: 1 inch = 25.4 mm. NOTE: When installation is oversolid substrates, thewater-resistive barriershall be installed overall substrates (including optional insulation board described in Section 4.1.3 of this report), except injurisdictions adopting the UBC, where the barrier is permitted to be installed behind the optional insulation board. When installation is over open framing, the water-resistive barrier shall be installed behind the insulation board. See Section 3.2.10.1 of this report. FIGURE 3-TYPICAL INSTALLATION DETAILS Page 9 of 12 ESR-1064 .i •iYH{r APPROVED SUBSTRATE WE"AT14ER RESISTIVE BARRIER . MINIMUM 5' X 20 GAUGE STUCCO NETTING (CUT AT SIEATNING GAP) 3J8" - 1/2' STUCCOBASE ...CONTROL JOINT TIED TO LAIN - ~:;-•-~ri- - (DO NOT FAS'IN TO SUBSTRATE:) k ` . FRAMING MEMBER J FYAS'ISNG OVER NG'4W cLAdCE II , PAPER s, I ~ i ,F. , W FLASHING UNDER BUILDING PAPER ~ -FINISH COAT SH!NSL'E LAP EDGE OF WEA1"HER RESISTIVE BARRIER n wln:aa'VV/lDncR FLASHING i. . APPROVED SUBSTRATE APPROVED SUBSTRATE WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER MINIMUM I- X 20 GAUGE STUCCO NETTING ~ MINIMUM 1' X 20 GAUGE STUCCO NETTING (BREAK AT SHEATHMG GAP) 3/8 ' - T/z' STLICCOBkSE " 3/a" - I/2" STUCCOBASE AESTHETIC JOINT NAILED j E APPROVED SEALANT SYSTEM _ 1 ' TO STUD OR SHEATHING I - WITH BACKER ROD FRAMING MEMBER d- - FRAMING MEMBER FINISH COAT F FINISH COAT - .....~r`........ jN For SI: 1 inch = 25.4 mm. FIGURE 3-TYPICAL INSTALLATION DETAILS (Continued) Page 10 of 12 ESR-1064 APPROVED SUBSTRATE ._-FOAM PLASTIC €NSLILATION BOARD WEATHER RESISTIVE BARRIER ---WEATHER RESISTIVE BARRIER MINIMUM 1" X 20 GAUGE STUCCO NETTING ._.._..M€NIAUM 1• X 20 GAUGE STUCCO NETTING i m 3/8 " - 1/2 ' STUCC09ASE 3/8" - 1/2- 5TUCCO8ASE FINISH COAT - _ fi FINISH COAT I ~y FRAMING MEMBER FRAMING MEMBER ~ t d FLASHING _I.ASHING i \ .....j W;,'ATNER RESISTIVE BARRIER T4 APPROVED SUBSTRATE 1.-' WEATHER RESISTIVE BARRIER FOAM PLASTIC INSULATION BOARD 51 € -MINIMUM 1' X 20 GAUGE STUCCO NETTNG °°--'-MINIMUM I" X 20 GAUGE STUCCO NETTING - - i 3/8- 1/2sTU££OBASE 1/8" - 1/2• STUCCOHASE j FINISH COAT, Fl`+'>H€ COAT ~ \ _ FRAMING MEMBER FRAMING MEMBER 'may, WINDOW FLANGE r WINDOW FLANGE Y gyn. For SI: 1 inch = 25.4 mm. FIGURE 3-TYPICAL INSTALLATION DETAILS (Continued) Page II of 12 ESR-1064 ♦ RONSZb2CfEy CORNER . I _ MFr 102 RESIST'tE 8ARR" i T-+- WATNER RESWIVE RAMP pn F FC>4 FLASK %TSL%AT(ON BOARD i t h f € = 1 f EOAk PLASTIC INSULATION 90AWD l i MINRIUM a' % 20 GAUGE STUCCO NETTING .I......:x,.; I INIIMUM v x m BA^E STUCCO NETTmO K' "p'. 3/S' - 1/2` STUCCOSASE ; 3/8' - 112' StUOCOSASC 1 ' _ FINISH COAT - . l - I'llml COAT . t - - APPROVED SU851RArf ~l KA14ER RESSfiVE HARREER V 'RtWor as Co- May 9n A Soo nW Layer of Sluwc N*tt Emaaded Meld L.M. CaWiW Matd a KWIC Crier 8-d 2.. ( "Rl"ED L us W*R iJ RF7tR'ORCGD COP30 _ v.._ NON-REINFORCED COMER _ 1,r• YEA?NER RE UVE BARIBER Y . KASNCR RSIS'RVE RARWR A i - FOAM PLASTIC INSLUTION BOARD . a `i' i ..v. y_ FOAM PLASM 3NSULATTON BOARD ,>ti'~ MIM WIJ 1' s 20 GNXE STUCCO NETTING ` i , MNBMUM t' % 20 ulla, STUCCO W:TTINO - ale` - lfx snacG~ASE RNISH COAT j - - W-W-.. FIKISV COAT +ReilWo.4 Camay my Oe o mtooo layer at No. r,_._........ 'i:... Natfnq a E -dld Maid tnth, For SI: 1 inch = 25.4 mm. FIGURE 3-TYPICAL INSTALLATION DETAILS (Continued) • Page 12 of 12 ESR-1064 t WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER j - FOAM PLASTIC INSULATION BOARD FOAM PLASTIC INSULATION BOARD MINIMUM i" X 20 GAUGE STUCCO NETTING MINIMUM I* X 20 GAUGE STUCCO NETTING ' : >d FOAM PLANT - ON WITH CORROSIVE RESISTANT FASTENERS NAILED THROUGH INSULATION BOARD INTO FRAMING TO HOLD _ h IN PLACE UNTIL STUCCOED WOOD PLANT - ON NAIL THROUGH x FOAM INTO FRAMING MEMBER ✓ ^ . J 1 3 1 FRAMING MEMBER - - FRAMING MEMBER 1, _ _..._.318` - 1J2° STUC008ASE I 3/8' - 1/2" STU0003ASE FINISH COAT n - FINISH COAT 'I Ah: WEATHER RESSTIVE BARRIER _ , APPROVED SuRSTRAIE _ a............ FOAM PLASTIC INSULATION BOARD WEATHER RESISTIVE BARRIER MINIMUM I- X 20 GAUGE STUCCO NETTING MINIMUM 1° X 20 GAUGE STUCCO NE.TTiNG - J---a/e• - 112" S7UGCOBASE { - 31e - 1/2 srIGCOSA i NISa COAT FINISH COAT a 2/2° J-WEEP SCREED FLAG ¢ I - F€AWNG Installation requires only single lop of the weather resistive barrier Installation requires only single lap of the weather resistive barrier onto the approved flashing. Flashing materials and installation onto Ikq approved flashing, f cih'ing materials and Installation should be in accordance with local codes should be in accordance with local codes. -r I 3 s? s For SI: 1 inch = 25.4 mm. DIRECT APPLICATION-CONCRETE OR CMU T" ESR-1064 Supplement REPORT Reissued February 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. BusinessiRegional Office ■ 5360 Workman Mill Road, Whittier, Califomia 90601 ■ (562) 699.0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 VFW W.ICC-@S.OCt Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 09-FINISHES Section: 09220-Portland Cement Plaster REPORT HOLDER: BASF WALL SYSTEMS 3550 ST. JOHNS BLUFF ROAD, SOUTH JACKSONVILLE, FLORIDA 32224 (904) 996-6000 www.basfwallsystems.com EVALUATION SUBJECT: STUCCOBASE ADDITIONAL LISTEES: ACROCRETE 3550 ST. JOHNS BLUFF ROAD SOUTH JACKSONVILLE, FLORIDA 32224 www.acrocrete.com FINESTONE 3550 ST. JOHNS BLUFF ROAD SOUTH JACKSONVILLE, FLORIDA 32224 www.finestone.cc SENERGY 3550 ST. JOHNS BLUFF ROAD SOUTH JACKSONVILLE, FLORIDA 32224 www.senerray.cc SONOWALL 3550 ST. JOHNS BLUFF ROAD SOUTH JACKSONVILLE, FLORIDA 32224 www.sonowall.cc PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the StuccoBase described in master report ESR-1064 complies with the 2004 Florida Building Code-Building, when installation is in accordance with the master report on exterior walls of wood or steel frame, concrete or masonry construction. This supplement expires concurrently with the master report reissued on February 1, 2007. REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthesubject of the report or a recomm endationfor its use. There is no warranty by ICC Evaluation Serv ice, Inc., express or implied, as to anyfinding 1 or other matter in this report, or as to any product covered by the report. PPOpICICERiFlCA10V Copyright © 2007 Page 1 of 1 t ESR-2429 ANS REPORT TM Issued June 1, 2008 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699-0543 WWW.ICC-@S.OI'q Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 DIVISION: 09-FINISHES must overlap over the flange of trim accessories. The lath Section: 09205-Furring and Lathing must be applied flat and must be free of ripples, wrinkles, etc. REPORT HOLDER: The lath is attached through the sheathing to either minimum No. 20 gage [base-metal thickness 0.033 inch (0.84 BASF CONSTRUCTION CHEMICALS LLC mm)] steel studs spaced a maximum of 16 inches (406 mm) 3550 ST. JOHNS BLUFF ROAD SOUTH on center using minimum No. 6 by V/4-inch-long (32 mm), Type S, self-drilling, 0.32-inch-diameter (8.1 mm), corrosion- JACKSONVILLE, FLORIDA 32224 resistant coated, bugle-head tapping screws with V/4-inch- www.wallsystems.basf.com diameter (32 mm) Wind-Lock Lath Plates (legless) spaced 6 ww.wallsystems.basf.com inches (152 mm) on center along studs and track; or to wood EVALUATION SUBJECT: studs having a minimum specific gravity of 0.42 and at a maximum spacing of 16 inches (406 mm) on center with PERMALATH®1000 GLASS FIBER LATH minimum'/4 inch-crown-by-1'/; inch-long (19.1 by32mm), No. 16 gage, galvanized metal staples placed every 6 inches (152 1.0 EVALUATION SCOPE mm) along studs and plates. Exterior cement plaster must be proportioned, mixed and Compliance with the following codes: installed in accordance with ASTM C 926 and must have a ■ 2006 International Building Code" (IBC) minimum thickness of 3/, inch (19.1 mm). ■ 2006 International Residential Code® (I RC) StuccoBase cementitious wall covering must be installed in accordance with ESR-1064, except as follows: Properties evaluated: ■ The coating must have a minimum thickness of/, inch ■ Structural (12.7 mm). ■ Durability ■ Installation is limited to the assemblies described in this report. ■ Fire resistance 4.2 Transverse-load Resistance: ■ Noncombustibility 4.2.1 Exterior Cement Plaster: The maximum allowable 2.0 USES positive and negative wind loads on the system incorporating PermaLath®1000 is used as reinforcement for exterior cement PermaLath®1000 glass fiber lath and exterior cement plaster plaster conforming to ASTM C 926 or StuccoBase with No. 20 gage [base-metal thickness of 33 mils (0.84 mm)] cementitious wall covering conforming to ESR-1064. steel studs spaced a maximum of 16 inches (406 mm) on center, are 51 psf (2.44 kPa) and 21 psf (1.00 kPa), 3.0 DESCRIPTION respectively. The maximum allowable positive and negative wind loads PermaLath®1000 is an open-weave, three-dimensional lath, on the system incorporating PermaLath® 1000 formed from glass fibers. PermaLath® 1000 has a nominal glass fiber lath and exterior cement plaster with wood studs thickness of inch (6.4 mm), weighs 8.8 oz/yard2 (294 g/m2) spaced at a maximum of 16 inches (406 mm) on center, are and is supplied in 39-inch-wide-by-150-foot (990.6 mm by 54 psf (2.58 kPa) and 41 psf (1.96 kPa), respectively. 45.72 m) rolls. Installation of assemblies must comply with Section 4.1 of this report. 4.0 INSTALLATION 4.2.2 StuccoBase Cementitious Wall Coating: The 4.1 General: maximum allowable positive and negative wind loads on the system incorporating PermaLath® 1000 glass fiber lath and This report recognizes use of the lath installed over'/t6 inch- StuccoBasewith No. 20 gage [base-metal thickness of 33 mils thick (11.1 mm), Exposure 1, oriented strand board (OSB) (0.84 mm)] steel studs spaced a maximum of 16 inches (406 complying with U.S. DOC PS2-92, or7/1,-i nch-thick (11.1 mm), mm) on center, are 23 psf (1.10 kPa) and 21 psf (1.00 kPa), Exterior or Exposure 1 plywood complying with U.S. DOC PS- respectively. The maximum allowable positive and negative 1 or PS-2 forwood-framed assemblies; and'/2 inch-thick (12.7 wind loads on the system incorporating PermaLath® 1000 mm) water-resistant core gypsum sheathing board complying glass fiber lath and StuccoBase with wood studs spaced at a with ASTM C 79 orASTM C 1396 orASTM C 1177 for metal- maximum of 16 inches (406 mm) on center, are 23 psf (1.10 framed assemblies. The lath must be installed with a minimum kPa) and 30 psf (1.44 kPa), respectively. Installation of 3-inch (76 mm) overlap at vertical and horizontal edges and assemblies must comply with Section 4.1 of this report. REPORTS- are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an Ar 7777A endorsement ofthe subject ofthe report or arecommendationfor its use. There is no warranty by ICC Evaluation Service, Inc., express or implies{ as to anyfinding 71, or other matter in this report, or as to any product covered by the report. u~ ~aomtlxeo reapr.m npooncarnc~sw. Copyright 0 2008 Page 1 of 3 Page 2 of 3 ESR-2429 { 4.3 One-hour Fire-resistance-rated Wall Assembly: 0.0975-inch-diameter (2.47 mm), galvanized steel, cup head 4.3.1 First Assembly (Nonload-bearing): drywall nails spaced 8 inches (203 mm) on center at intermediate and perimeter framing. All wallboard joints must 4.3.1.1 Interior Face: One layer of 5/8 inch-thick (15.9 mm), be backed by framing. All wallboard joints are taped with joint Type X gypsum wallboard complying with ASTM C 36 or tape and compound, and screw heads are covered with joint ASTM C 1396 is applied vertically to minimum 20 gage steel compound in accordance with ASTM C 840 or GA216. Kraft studs spaced a maximum of 16 inches (406 mm) on center. paper-faced fiberglass insulation batts are placed in the The gypsum wallboard shall be attached with No. 6, 1-inch- cavities between the studs, with the kraft paper surface on the long (25.4 mm), bugle head, corrosion-resistant, self-tapping interior side of the wall and fastened to the studs. The screws spaced 12 inches (305 mm) on center at intermediate insulation batts must have an R-11 thermal resistance value framing and 8 inches (203 mm) on center at the perimeter. All and measure 3'/2 inches (89mm) thick. wallboard joints must be backed by framing. All wallboard 4.3.3.2 Exterior Face: One layer of'/,,-inch-thick (11.1 mm) joints are taped with joint tape and compound, and screw OSB complying with U.S. DOC PS-2 is applied horizontally to heads are covered with joint compound in accordance with the studs with 6d sinker nails spaced a maximum of 8 inches ASTM C 840 or GA216. (203 mm) on center at intermediate framing and at the 4.3.1.2 Exterior Face: One layer of 5/,-inch-thick (15.9mm), perimeter. Two layers of water-resistive barrier are applied Type X, water-resistant core treated gypsum sheathing, overthe sheathing in accordancewith IBC Section 2510.6 and complying with ASTM C 79 or ASTM C 1396, is applied IRC Section R703.6. PermaLath 1000 is installed over the horizontally to the studs with No. 6, 1'/4 inch-long (31.8 mm), water-resistive barrier into framing with 16 gage, 1-inch-thick self-tapping, corrosion-resistant, bugle head screws spaced a (25.4 mm), 1'/4 inch-long (31.8 mm), corrosion-resistant maximum of 8 inches (203 mm) on center at intermediate staples, spaced 6 inches (152 mm) on center3at the framing and at the perimeter. One layer of water-resistive intermediate framing and at the perimeter. Minimum inch- barrier is required over the sheathing. PermaLath 1000 is thick (19 mm) exterior cement plaster complying with ASTM fastened over the water-resistive barrier to the framing with C 926 is applied in accordance with ASTM C 926 (Section No. 6, 11/,-inch-long (31.8 mm), self-tapping, corrosion- 2510.3 of the IBC and Section R703.6 of the IRC), using the resistant, bugle head screws with 1'/4 inch-diameter (31.8 PermaLath 1000 in lieu of the metal lath. mm) Lath Plates by Wind-Lock, spaced 6 inches (152 mm) on 4.3.3.3 Axial Design: Axial loads applied to the wall center at intermediate framing and at the perimeter. Minimum assembly shall be limited to the lesser of the following: /2 inch-thick (12.7 mm) StuccoBase is applied as described in Section 4. 1.1 of ESR-1064 over the PermaLath 1000. 1. 1,100 pounds (4893 N) per stud. 4.3.2 Second Assembly (Nonload-bearing): 2. A maximum of 47.5 percent of the load calculated in accordance with Sections 3.6 and 3.7 of the ANSI/AF&PA 4.3.2.1 Interior Face: One layer of 5/,-inch-thick (15.9 mm), NDS. Type X gypsum wallboard complying with ASTM C 36 or ASTM C 1396 is applied vertically to minimum 20 gage steel 3. Design stress of 0.78 F, calculated in accordance with studs spaced a maximum of 16 inches (406 mm) on center. Sections 3.6 and 3.7 of the ANSI/AF&PA NDS. The gypsum wallboard shall be attached with No. 6, 1-inch- 4. Design stress of 0.78 Fl. at a maximum le/d of 33 long (25.4 mm), bugle head, corrosion-resistant, self-tapping calculated in accordance with Sections 3.6 and 3.7 of the screws spaced 12 inches (305 mm) on center at the intermediate framing and 8 inches (203 mm) on center at the ANSI/AF&PA NDS. perimeter. All wallboard joints must be backed by framing. All 4.3.3.4 Fire Separation Distance: When installed in wallboard joints are taped with joint tape and compound, and accordance with Section 4.3.3, exterior walls shall have a screw heads are covered with joint compound in accordance minimum fire separation distance of 5 feet (1524 mm) in with ASTM C 840 or GA216. accordance with IBC Section 704.5. 4.3.2.2 Exterior Face: One layer of minimum 5/8 inch-thick 4.4 Noncombustible Construction: (15.9 mm), Type X, water-resistant core treated gypsum sheathing, complying with ASTM C 79 or ASTM C 1396, is PermaLath 1000 embedded into exterior cement plaster applied horizontally to the studs with No. 6, 11/4-inch-long complying with the code or StuccoBase cementitious exterior (31.8 mm), self-tapping, corrosion-resistant, bugle head wall coating (ESR-1064) is considered noncombustible in screws spaced a maximum of 8 inches (203 mm) on center at accordance with Section 703.4 of the IBC. intermediate framing and at the perimeter. One layer of water- 5.0 CONDITIONS OF USE resistive barrier is applied over the sheathing. PermaLath 1000 is fastened overthe water-resistive barrier to the framing The PermaLath®1000 glass fiber lath described in this report with No. 6, 11/4-inch-long (31.8 mm), self-tapping, corrosion- complies with, or is a suitable alternative to what is specified resistant, bugle head screws with 11/4-inch-diameter (31.8 in, those codes listed in Section 1.0 of this report, subject to mm) Lath Plates by Wind-Lock, spaced 6 inches (152 mm) on the following conditions: center at intermediate framing and at the perimeter. Minimum 3/4 inch-thick (19 mm) exterior cement plaster complying with 5.1 The materials and methods of installation must comply ASTM C 926 is applied in accordance with ASTM C 926 with this report, the manufacturer's published installation (Section 2510.3 of the IBC and Section R703.6 of the IRC) instructions and the applicable code. In the event of a using the PermaLath 1000 in lieu of the metal lath. conflict between the manufacturer's published installation instructions and the requirements of this 4.3.3 Third Assembly (Limited Load-bearing): report, this report governs. 4.3.3.1 Interior Face: One layer of 5/8 inch-thick (15.9 mm), 5.2 The use of this system is limited to Type V-B Type X gypsum wallboard, complying with ASTM C 36 or construction under the IBC and to buildings constructed ASTM C 1396, is applied vertically to 2-by4 wood studs under the IRC, except as described in Section 4.3 for spaced a maximum of 16 inches (406 mm) on center. The one-hour fire-resistance-rated wall assemblies and gypsum wallboard is attached with 1'/8 inch-long (47.6 mm), Section 4.4 for noncombustible construction. Page 3 of 3 ESR-2429 • 6.3 Design loads resisted by the exterior wall covering or Exterior Cement Plaster (Stucco) (AC275), dated June systems described in this report must be determined in 2007. accordance with the applicable code and must not 0 IDENTIFICATION exceed the allowable transverse loads described in Section 4.2 of this report. The framing and sheathing Each roll of Permal-ath® 1000 must be identified by a label must be designed and installed in accordance with the bearing the company name (BASF Wall Systems), roll applicable code. dimensions, and the ICC-ES evaluation report number (ESR- 6.0 EVIDENCE SUBMITTED 2429). Data in accordance with the [CC-ES Acceptance Criteria for Glass Fiber Lath Used in Cementitious Exterior Wall Coatings CITY USE ONLY L BL RECEIPT #:~LL SUED. "-2 G✓~ DATE: 1995 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: single family dwellings ► townhomes and condos when permits are required for each unit FIXTURES EACH NO. TOTAL Shower 3.00 x - Z = 6 Water Closet 3.00 x 4 = i7-- Bath Tub 3.00 x Z' = b" Lavatory 3.00 x Kitchen Sink 3.00 x i = 3- Laundry Tray 3.00 x 31- Hot Tub/Spa 3.00 x = Water Heater 3.00 x 1 = 3 Floor Drain 3.00 x = 3 Gas Piping Outlet * minimum - 1 3.00 x = 3 Rough Openings 1.50 x _ Water Softener 5.00 x = Private Disposal * Dakota Cty. license 20.00 = U.G. Sprinkler * home under const. 3.00 = Alterations * to existing 20.00 = Water Turn Around 20.00 STATE SURCHARGE .50 TOTAL' SITE ADDRESS: OWNER NAME:- INSTALLER NAME: STREET ADDRESS: CITY: STATE, M ~ ZIP. PHONE ( ) 3`_ .3S- M"RE OF ryRMITTEE OFFICE USE ONLY ~ L BL RECEIPT SUED. DATE: 1995 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: all commercial/industrial buildings. ► multi-family buildings when separate permits are = required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION ADD ON REPAIR DESCRIPTION OF WORK: IS WATER METER REQUIRED? - YES - NO. IF SO, PLEASE PROVIDE THE FOLLOWING: WATER FLOW: GPM. ARE FLUSHOMETERS TO BE INSTALLED? _ YES _ NO. FAILURE TO PROVIDE THIS INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE. WILL YOU BE INSTALLING A METER FOR A FUTURE U.G. SPRINKLER SYSTEM? _ YES _ NO. IF SO, YOU MUST APPLY FOR A SEPARATE U.G. SPRINKLER PERMIT. FEE: $25.00 minimum fee or 1% of contract price, whichever is greater. State surcharge of $.50 per $1,000 of rmi fee due on all permits. CONTRACT PRICE x 1% STATE SURCHARGE TOTAL SITE ADDRESS: TENANT NAME: STE. # OWNER NAME: INSTALLER: ADDRESS: CITY: STATE: ZIP: PHONE*: SIGNATURE: APPLICANT OFFICE USE ONLY METER SIZE: DATE: INSPECTOR: L BL CITY USE ONLY RECEIPT SUBD DATE: 9lD 1995 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: single family dwellings ► townhomes and condos when permits are required for each unit New construction Add-on furnace Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. Date: Z FEES ► Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00 ► HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ► Gas Outlets (minimum of 1 required @ $3.00 each) ► State Surcharge .50 TOTAL = - - - SITE ADDRESS: OWNER NAME: x,a PHONE INSTALLER NAME ~:~'~.L_. STREET ADDRESS: CITY:' 1~ I I I= STATE: ZIP: fT ,r PHONE ( ) tN2-7e-{-~c~ CITY USE ONLY L BL RECEIPT SUBD. DATE: 1995 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: all commercial/industrial buildings. ► multi-family buildings when separate permits are DDI required for each dwelling unit. DATE: CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: ~j ,KJ4 FEES: $25.00 minimum fee Q 1% of contract price, whichever is greater. ► Processed piping - $25.00 ► State surcharge of $.50 per $1,000 of rmi fee due on all permits. ~Z CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL - SITE ADDRESS: OWNER NAME: ar.~ TELEPHONE TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER---7 -A~& ~1P' ADDRESS: I S 3l W P CITY:J a2rJU c (Kt STATE: ZIP: PHONE SIGNATURE: SIGNATU PERMITTEE CITY INSPECTOR INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: # ~ ~ 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: Tif,-)N I VIDE DATE INSPTR. INSPECTION TYPE DATF ~ t 1~r'i i Na,'~; S {rrffi~[1~s E t {1i'd - , t 1 t~''e~1 i t 4 +~t4 t~ i= z 4` i ,r4'€_ Ep trtrrM AR 1 Permit No. Permft Holder Date Telephone e ELECTRIC, . IX CD PLUMBING HVAC f Inspection Date insp. Comments FOOTINGS FOUND I FRAMING sx as' ROOFING T! ! i i ROUGH PLUMBING c T AIR ST ROUGH HEATING °vw GAS SVC 9 6Go~ k TEST f INSUL O GYPBOARD FIREPLACE ~a G 02 tom/ FIREPLACE AIR TEST FINAL PLBG y G7 µ FINAL HTG r 4 TEST ORSAT BLDG FINAL ill /o a BSMT R.I. 6 BSMT FINAL DECK FTG DECK FINAL J ' Use BLUE or BLACK Ink eI I For Office Ug161(eo7 j Permit j Ci ty of Ealan 1 6( Q I Permit Fee: I 3830 Pilot Knob Road I 1 `v Eagan MN 55122 \1 D I Date Received: Phone: (651) 675-5675 1 I Fax: (651) 675-5694 i ;J' Staff V - - - - - - - - - - - - - - - J 2011 RESIDENTIAL BUILDING PERMIT APPLICATION Date- Site Address: eej 7✓` 411 Unit Name: /~i~✓d ~Jl7A✓sfe.~~ Phone: RESIDENT I OWNER Address/ City/Zip: Applicant is: Owner Contractor Description of work: TYPE OF WORK Construction Cost: Multi-Family Building: (Yes / Noel ) Company: ~i~i,~ee~fz~27 Contact: k L't CONTRACTOR Address: Mra~ City: e 'l." L State: AV Zip: 'z'"S, Phone: 419U License ZO( 37Z Z~ Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) I.kl~. i `1G COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes -No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Part and supportitxroctlmeirts that. you suf9it a~ coristieoly 2uttc ~rsf+atror irEjcas of the information may declassified as non-puhhc if you pFev de specific m sdps that vuot )a et f# +e CFA to qpq elude' that the are, ade.ere CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge a that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to tart without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x / 1 yam ~F.c~tii~ 2'0cn - x Appli'cant's Printed Na App e Page 1 of 3 D WRI LOW THIS LINE 16 SUB TYPES _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family - Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi - Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of - Plex _ Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES - New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION cry Valuation 11VOccupancy ZgC-2 MCES System - Plan Review Code Edition A4~79 SAC Units - (25%_ 100%z Zoning City Water - Census Code Stories - Booster Pump - # of Units - Square Feet PRV _ # of Buildings - Length _ Fire Sprinklers Type of Construction Width _ REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) je- Final / No C.O. Required Foundation j HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough in Air Test -Final Windows Insulation Retaining Wall: _ Footings _ Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES (r c/ /~j ~5~" 7 .3.3ftP Base Fee 37 Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 952 445 7487 Line 1 12:59:55 p.m. 10-18-2011 1 11"1 For Office Use 1' ' %o/6~--' City Ol E~~~11 Pemtit Permit Fee: o 3830 Pilot Knob Road I I Eagan MN 55122 1 Date Received: I Phone: (651) 675-5675 I scoff: I Fax: (651) 675-5694 I _ _ _ _ _ _ _ _ _ _ J 2 11 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 0 / Site Address ~Jiy~ ~.9.~/f~ Tenant: Suite F1>r~S~IdEN~'li~0 lli lail+ Name: S h ~25~~ Phone: 9 t' 1 r~ v ,II ~1 IjII{ I II )I lid a :._..r,~F-yht •ic..aSf 1i :{IIFIII I; iIII i.l~ ty' ' i `"l 1 I1 i:i Address / Cit / Zi . ie Fil+t~I~~i~ I','~ IN'sliil',Fri tea L' ~,COPfTF~ i~ ~1 ~ Name: _1 `4 rj 04 / ~P~ C~lr ~1 /d Y[icense , .z , ><i n~• y' .u lily I ~IFij'Il+~li;y / / L/ lII F,ii'' i 1i4~ I I< I'~I Address: O `%~~~`"le~+ /1~1~ ~j~~%~ I, ~Eit '1' 1 ` '~I~~I I ~II~ II y ` ~~~fLL.... I ~ hSs~Fi; ;~;I+ i,l!li~~l I,; III State: Zip: s Phone: I Fiuy'F 1. t~ I:I Z 11 y~ i r air Y"~' I+, ~I• / ~J 44 I~ V I"~/ ''%''l~f..`'<<`h`1I~:_-" Contact: Y~ Email: e/4 nGl~//yjGlr~QrlIGS~L QL~ ?~;;i!<'•:GtU~ltiiy"-ri Vii: ~~iiliFll;~ ?a :1.. Fe7;1 i :v 1 i!I err 1 ,'1' it ii I I' , i I . xT~Yi OFf '„F'li _ New _ Re lacement _ Re air _ Rebuild A Modify Space Work in R.O.W. s' t i lb t,'I I `li l.'"I~~' P p i -iilli 1ica a'~Ill~ii; ~Il,~'h i1 Description of work: / S Gt/T- " I~MEI ;ryll F FI'1 y l'1 , F r l l1 s ' li y RESIDENTIAL I'',1~ PRI~"rTYPr; ' ti ' ; ~'i , ,11 I Water Softener i I, „I tf Water Heater `i,,, lr~~1'IIlilil~~i~ih~'il;Idd Plumbing Fixtures Main / Lower Level) s , , , , I Lawn Irrigation RPZ / PVB) yrl ; ` I' ''I F r _ Water Turnaround si - 1 Iu F , c 1i,F l Septic System ` r "I`1'~Ii~~lli41l1,1I,11ii _ New 1. u4f,;, !t' a t - Abandonment RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround` (includes $5.00 State Surcharge) `Water Turnaround (add $166.00 if a 5/8" meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for rotection a ainst under round utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www. o herstateonecall.or hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that th ork will be in accordance with the approved plan in the case of work w ich requires a review and appro o ans. x•~ x Applicant's Printed Name Appli ant's Signature FOR OFFICE US'E I ri;ii`'"'' Rev etN d By '',Fs`~;+~~,,l,l, l,S;i'Iil 1 I, „ ; ; I' . , I I e Date Re ulretl'In to spe~)ions Ur1er,Grouwd lough In Alr jest GOS Tes Flftl I . m . • , ir. ...Tr- t .h,.Ln .,,.F s ~ t.. --l.:L I I ;I + 41116) City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use Permit #: ` 3 " (e Permit Fee: Date Received: Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: Contractor'. Name: Address / City / Zip:g.PS ,/-.7i/ Applicant is: Owner Contractor Phone: /2" 9‘4//i Description of work: Ol l�i/YIave QCiO044e�j vl i i f2 f t t -f/ U %I e Construction Cost: 1� �7g Multi -Family Building: (Yes / Nok ) Company: Z214/ /�100(e, 'SVe 6 Contact: Address: 2222- /3 " 4e1 City: /1�'1 11'e-/— State: 4 Zip -3i2 Phone:461 '/9 A mail:CL e / 'die, License #: e''36 O 4-' Lead Certificate #: If the project is exempt from lead certification, please explain why: ,l /?77 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Phone: Phone: Fire Suppression Contractor: Phone: Mechanical Contractor: Sewer & Water Contractor: NOTE: Plans and supporting documents that; you submit are considered to be public infortnat n, Portions o the information may be classified as non-public if you provide specific reasons that would permit the City to conclude the the are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x Applicant's; Printed Name x � '��/ GtG moo✓' Applicant's Signature Page 1 of 3 4*) City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 'v iL r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: '3I Date Received: gVi ! Gv Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: Resident// Owner Name: --S.2 071/ t'rPhone: ‘/02' z 7. / er Address / City / Zip: �� � to . Mi' � Applicant is: / Owner )cContractor Type of Work Description of work: n2- ./'&/ ' I Qr 1 t(a" . .74' ' -j� �1, x 1 Construction Cost: Tv�, Multi -Family Building: (Yes / No ) Contractor Company: OW /10c0re---�` (C'4j -04—Contact: 4 i Q /1/Ante.— Address: ..2:7;2-02-- /- 4/714—.46e - It 4v, City:.di�'�' at/ a State/A_ Zip: (TOYPhone Yo?' ? 46 mail:,•=%, - 0 dal i /0 r l' License #:ZeOc/2—.. Lead Certificate #: If the project is exempt from lead certification, please explain why: ��/ 1/#0065-71/e° / In the last 12 months, Yes No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x Applicant`s Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES / Foundation Single Family Multi 01 of _ Plex Fireplace Porch (3 -Season') Garage Deck Lower Level Pool Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building WORK TYPES New Interior Improvement 'Siding Demolish Building* Addition Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace, Repair Egress Window Water Damage Retaining Wall DESCRIPTION 30.0`)u Valuation�f. �+ :`tea Occupancy MCES System Plan Review Code Edition SAC Units (25% 100%) Zoning City Water Census Code � �'J` Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Suppression Required Type of Construction fj f, Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test of: Ice & Water Final Pool: Footings _Air/Gas Tests _Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: _Rough In Air Test Final Siding: tucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall: Footings _ Backfill Final Sheetrock Radon Control Fire Walls Fire Suppression: Rough In _Final Braced Walls Erosion Control Shower Pan Other: p Reviewed By: �t 7cf'1/4 , Building Inspector *Demolition of entire building — give PCA handout to applicant RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA168460 Date Issued:04/21/2021 Permit Category:ePermit Site Address: 883 Betty Lane Lot:1 Block: 1 Addition: Red Oaks PID:10-63100-01-010 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. *Roof permits issued between December and March will be inspected in the spring or when weather warms up. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Scott & Sarah Dimick Gray 883 Betty Ln Eagan MN 55123 Sela Roofing Remodeling 4100 Excelsior Blvd St. Louis Park MN 55416 (612) 823-8046 Applicant/Permitee: Signature Issued By: Signature