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1527 Aspen DrJun. 1. 2010 4:00PM SELA ROOFING No. 1929 P. 2 Use BLUE or BLACK lnk Date: Gity of Dian 3830 Pilot Knob Road Eagan MN 55122 Phone; (651) 675-5675 Fax: (651) 675-5694 0:7-e• mouse Permit #: gzig /Y/ Permit Fee: t 5 7 �� Date Received: Staff: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Site Address: %a 3 5-)/5(37-I5q Tenant: Suite #: RESIDENT 1 OWNER Name: P-h�onne/:'� ��// / ,) 7 j`� � 643)1/ Address / City / Zip: t_f/''1�3(1,14 W &3 1 C: t' ,CL Applicant is; Owner X Contractor 1 C > l TYPE OF WORK g �i �l lAm_ ,.- Z i Di f.l i f r /�� ' vu,,,dc, Description of work: !`i' , .... ' AP , • , 0 'a -O/.. r,1 ! 4,/ .11V.„' J el Construction Cost b' 3 (800 Multi -Family Building; (Yes X / No ) �_ CONTRACTOR Name: (56(-14 DriA & License #: MO I Q/J Address: 7 / 6►' !J L t City: -0_1(i Il-Q.iY State:! !(/ Zip; Phone: _Al r. J / `L Arrm Contactec4 /"4 �%U Vl(/�L eEmail: c5AA1L '' // 1 i ern COMPLETE In the last 12 months, has _Yes _No If yes, Licensed Plumber: THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: Phone: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: documents that you submit are considered to be public information. Portions of be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. NATE: Plans and supporting the information may CALL BEFORE YOU DIG. Call Gopher State One Gall 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.uopherstateonecalJ 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 agar; that i understand this Is not a permit, but only an application for a permit, and work is not to Start without a • - • that the work will be in accordance with the approved pian in the case of work which requires a review and approv plans. x c` , t VR-,l1/10,Z,- Applicant's Printed Name x Applicant's Signature Page 1 of 2 From:ALLSTAR CONSTRUCTION 19529427464 03/25/2013 15:36 #70 P.001/001 Use BLUE or LACK Ink For Office Use of Eaaall Permit #: i�-JuClt o Permit Fee: 5•a 3830 Pilot Knob Road Eagan MN 55122 Date Received: I i�� Phone: 675-5675 Fax: (61) 675-5694 Staff; 2013 RESIDENTIAL BUILDING PERMITjAPPLICATION Date: 3 Z -S113 Site Address: ! �2 7 4 S? b v r r v E Unit #: J , "I" Name: /K��./ Pi/�j�j ('/ (Ya. e0/11/#4,"/ Phone: Resident! weer f (✓, / Address / City / Zip: f0 Vf Car �a f1 P,/l i✓Ii' y t Nr h Applicant is: _ Owner x Contractor Description of work: /r.-7e/If a /I 7) f --f1/44L/ ). 4j - / or- v Construction Cost: Multi -Family Building: (Yes / No ) -1''° ? ,` Company' ilk i+4&✓ /pews ' / ...s.�"Contact: �/ i5 tea. -o (. �(l.-.�Ib��r. �la�...G.�� Lid / r1. Address: S/y 5dsif70"/;lJ ' 4 f t�.: /o T City: /4 Rem., QfJtr'dt:tdr pif : �3 �7 Phone: 993.r -e--/ 7 Z - ? YS'y State: A Zip:s License #:(1' (� j I'f'$ Lead Certificate #: 141A1 - It OS I/' 1) If the project is empt , •m lead certification, please explain why: (see Page 3 for additional information) e - C e",f- --h4, )/ 7 // g 0 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 Plans.anc supporting documents that you submit are conside d to be public or latr Pot'�ron. yof the tnforma ion ,mr y be lassifi d as fon public if you provide specific rea stm that would er it the �f�yRto conc ride atthey are rade.se ..r, ry . . .... : .. ........ ...... ........ 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.aopherstateonecall.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 days of permit issuance. mpleted wihin 180 X L LeAe trile6es1 x� v ,4 Applicant's Printed Name Ap nt's Signature Page 1 of 3 APR/04/2013/THU Date: 10:56 AM City of Eagan City of Eat 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 FAX No, 651-975-5694 P, 001 Use BLUE or BLACK Ink Por Office Use Permit #: J 10 3 Permit Fee: °1550, IP Z P-/3 Date Received: Staff: 2013 RESIDENTIAL BUILDING PERMIT APPLICATION 2.0i Site Address: IS -2-1 A•s et, D''i Unit #• Name: MA4441,1 Address / City / Zip: 1 Si 1 Acper. Applicant is: Owner Contractor Description of work: Fist. Construction Cost: 4 117r '7(.S. $ 3 Company:, KS44ifSAY 40A, Phone: 631- '8S -o331 -- Multi -Family Building: (Yes _x ! No Address: &SS .4}i5j1 -"4r4 11' 03 State: M N Zip: Ss3•S9 Phone: Contact: 3 -4 644"4440 City: MA* ?St- Yz-7 (r f License #: R-1.3t5'1S Lead Certificate #: `e./.5. s If the project Is exempt from lead certification, please explain why: (see Page 3 for additional information) 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 2No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: _ Phone: Sewer & Water Contractor: Phone: -'• r.,,'; l;a ;:a!;,,;. bP +n t:docuri ents''Eh}ai;,•. x. M •,z •.:,,:: ...,., . ,., Y.. 1ibm� „al'k,..Cyt.,.,,4,.,@,,b'104;ic;lnformaoior ..'re'info on .'beolassmed es on- �'u l c"if•`' o , �: �� <:.: ,, ,��;y ,:w�� .• :!�...Y .!� „N,.,,..�..Y,...t•!:Pr��vi�(e;s"�.�ecifie•�easaliis"ifr f:woulc�.pemi"lti'-+�)ly::t tti`•.:5:'r"�„�M •!J� :'Y.,•N.e.S2Ji 4N. . \YLY,'NV.. lA. 1. .,,1. 'tF,":S �^::CwW..:,.:..r..nhr•.;pa ,.,v, •t G: .:.;. �,.r'. .rN. ��...�,... d,.:,'..;% ... �•.,. lud'e,.thst�fbeyare�tr�d �•seC �ts:�:,+ ..��' r$o�,+i'' ,:;.,t ��>;.^'.,ti::3��.7fi�'S�%`��x'`;�`.,,,,!'Rt;.^.s•. CALL BEFORE YOU DIG. Call Gopher State One CaII 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.aaoherstlteonecall.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�o 4,14.(43.4.0 Applicant's Printed Name ant's Signature Page 1 of 3 APR/04/2013/THU 10:57 AM City of Eagan FAX No. 651-975-5694 I5:n /hpr. DO NOT WRITE BELOW THIS LINE P. 002 1 o`t SUB TYPES Foundation _ Single Family Multi 01 of 4 Plex WORK TYPES New Addition Alteration Replace _ Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction Fireplace _ Garage Deck Lower Level _ Porch (3 -Season) Porch (4 -Season) _ Porch (Screen/Gazebo/Pergola) _ Pool _ interior Improvement Move Building Fire Repair Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Occupancy Code Edition Zoning Stories Square Feet Length Width Roof: _Ice & Water Final \/ Framing Fireplace: _Rough In Air Test _Final Insulation Sheathing Sheetrock Reviewed By: _ Siding Reroof Windows Egress Window Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Accessory Building Demolish Building` _ Demolish Interior Demolish Foundation Water Damage *Demolition of entlre,buiiding — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: X Final / C.O. Required Final / No C.O. Required HVAC _ Gas Service Test Gas Line Air Test Other: Pool: Footings _Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control ? Erosion Control , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Pian Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 T i 3DV- New Construction Energy Code Compliance Certificate Per N1101.8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The certificate shall be completed by the builder and shall list information and values of components listed in Table N1101.8. Date Certificate Posted 4/16/13 R D S Mailing Address of the Dwelling or Dwelling Unit 1527 Aspen Ave Eagan, MN ARCHITECTS Name of Residential Contractor Allstar Construction MN License Number THERMAL ENVELOPE RADON SYSTEM w Type: Check All That Apply X Passive (No Fan) o g. Uc N c gActive (With far and monometer or other system monitoring device) Insulation Location °y o � _,.roE o E- E a d O z $ o z FF 30 CG vi 8 r a N 67 ai oa w '77_ V obi ti O `)p ° w _ 5' U C a E4' N w .n y ,2U .12 a obi 'd w 12 14iw a a a T ►i oo -o ce Other Please Describe Here Below Entire Slab ` X Foundation Wall X Perimeter of Slab on Grade X Rim Joist (Foundation) X Rim Joist (1" Floor+) R -19X . Interior Wall R-19 X Ceiling, flat R-44 X Ceiling, vaulted R-38 X Bay Windows or cantilevered areas R-38 X Bonus room over garage X Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: 0.32 . X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): 0.29 R -value MECHANICAL SYSTEMS 1 Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas Natural Gas Electric X Passive Manufacturer trane Powered Model tud 1 a40a924 I a . Interlocked with exhaust device. Describe: Rating or Size Input in BTUS: Capacity in Gallons: Output in Tons: 1 1 /2 Other, describe: Ht Heat Location of duct or system: I Structure's Calculated 3 Gain: 15,550 90% SEER: 13 Efficiency 80% Calculated coolin load: Cfm's " round duct OR Mechanical Ventilation System Describe any additional or combined heating or cooling systems source heat pump with gas back-up furnace): Select Type if installed: (e.g. two furnaces or air " metal duct Combustion Air Select a Type Not required per mech. code X Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Loca ion of duct or system: mem room Continuous exhausting fan(s) rated capacity in cfms: Location of fan(s), describe: I Cfin's Capacity continuous ventilation rate in cfms: " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Created by BAM version 052009 From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:43 #779 P.001/008 ALLSTAR 1.. ._ LCONSTRUCTION I MANAGEMENT, LLC. Phone: 952-942-7454 • Fax: 952-942-7464 • Email: info@allstar.bz 5145 Industrial St • Suite 103 Maple Plain, MN 55359 Providing the Metro Area with Quality Service You Can TRUST License #20631575 FAX To: FAA'TALI" ((WS From: Bud Hamer Fax: ( b C l " (o ) ' S Co Pages: O Th 1 A L. Phone: Date: '/o /1 3 Re: CC: Urgent X J For Review a Please Comment [J Please Reply u Please Recycle To (-5 i Fc> A Pe.rrAA. r �� "10.A \(.• 1 Bud Harper Project Manager/Estimator A.C. M. EPA Certified Renovator www.epa.2ov/least Office: 952-942-7454 Fax: 952-942-7464 Mobile: 612-508-8712 budQallstar.bz I S al 7 A ?Ltd b(-- From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:43 #779 P.002/008 Adtek Software Co 105 S Main St - Toluca, Ill 61369 815-452-2345 - sales@adteksoft.com Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn System 1 (Average Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Summer: 91 72 Heated Area 1860 Sq.Ft. Winter: -20 70 Cooled Area 1860 Sq.Ft. Daily Range: Medium Design Grains: 24 Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1023 5216 1090 0 Windows 144 13670 12010 0 Doors 21 321 111 0 Ceilings 628 1244 760 0 Skylights 0 0 0 0 Floors 616 1386 0 0 Room Internal Loads 0 0 0 Blower Load 1707 0 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 0 Infiltration 0 0 0 Ventilation 6015 1270 992 Duct Loss/Gain EHLF=0 ESGF=0 0 0 0 AED Excursion n/a 0 n/a Subtotal 27852 16948 992 Total Heating 27852 Btuh Approved ACCA MJ8 Calculations Total Cooling 17940 Btuh 55 Linear ft. of Hydropic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates based on building use, weather data, and inputted values such as R -Values, window types, duct Toss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Report Version 4.1.0 Page 1 From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:43 #779 P.003/008 Adtek Software Co 105 S Main St - Toluca, III 61369 815-452-2345 - sales@adteksoft.com Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn System I Load Chart 5% 4% 1% Heat Loss Percentages 22% 19% 49% • Walls • Windows & Skylights 1 Doors Ceilings • Floors • Misc System Loss ® Infiltration ▪ Ventilation Duct Loss Heat Gain Percentages 7% 5% 1% 14% 74% • Walls • Windows & Skylights 1 Doors Ceilings • Floors Internal Gains ▪ Infiltration ▪ Ventilation ▪ Duct Loss Adtek AccuLoad Report Version 4.L0 Page 2 From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:44 #779 P.004/008 Adtek Software Co 105 S Main St - Toluca, 111 61369 815-452-2345 - sales@adteksoft.com Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn System 1 18000 16000 14000 - 12000 ---- 10000 - 8000 6000 -- 4000 2000..-.-._.. AED Curve — DAL — 1.3 — 1.5 0 I 8 9 10 11 12 13 14 Hour AED Excursion: 0 btuh AED Status: System has Adequate Exposure Diversity. AED Flag: No AED Flag. 15 16 17 18 19 Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. 20 Adtek AccuLoad Report Version 4.1.0 Page 3 FrOm:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:44 #779 P.005/008 Adtek Software Co 105 S Main St - Toluca, HI 61369 015-452-2345'me|em@adtekmoft.00m Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn System I Breakdown U -Value Item Name /SHGC Net Area Htg. HTM. Clg. HTM Sens. Htg. Genm.Clg. LoLClg. TotadClg. Construction Type %T`1em| 0 17O7 - 0 1707 of the basement 0 0 0 0 Floor 0.025 400 2.25 900 0 0 0 Basement Floor{NAINAINA1No|nuuladonlAnyFloor Covehng124 featINA East Wall — 0.065 21 5.85 123 0 0 Basement VVaUINAKConcreteBlock VVaUVVoodIR'11|None|FUledBkukl2ft North Wall 0.065 48 5.85 281 0 0 0 Basement Wall|NA1ConcmteBlock Wal|1WoodIR-111None)Filled1Blockl2ft 2nd 10ofbasement Floor 0.025 216 2.25 486 0 0 0 Basement Floo,NA|NAUVAJNo|nouhationK\ yFloorOoxm,ing124feaONA East Wall 0.065 42 5.85 246 0 0 0 Basement WallINAIConcrete Block Wall1WoodIR-111NonelFilled1Blockl2ft Window -2x3 1.06/0 6 95.4 124.33 572 746 0 746 OperablelGarden WndowILow-e (0.40)12 PanelWood, Wood with MetalCIad, or Vinyl Window -2x3 1.06/0 6 95.4 124.33 572 746 0 746 North Wall OperablelGarden Window1Low-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl 0.065 30 5.85 176 0 0 0 Basement VVaUNAICmncneteBlock VVaUKNoodIF-11 Window -2x3 0.04/0 6 84.6 29.5 508 177 0 177 OparatlelGondmnV0nduw|Low' (0.20)12 Pane (0.05) Surface 2IWoodWood with Metal Clad or bedroom 2 Ceiling ------Rg-- Ceiling under FHA Vented Altic or Attic Knee Wall, No Radiant BarrierlAsphaltGhing|esIDarkorI- From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:44 #779 P.006/008 Adtek Software Co 105 S Main St - Toluca, 01 61369 815-452-2345 - sales@adteksoft.com Safes Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn East Wall 0.068 80 6.12 1.53 490 122 0 122 Frame Wall/PartitionINAINA1Wood1R-191NoneINAISiding or StuccolNA North Wall 0.068 80 6.12 1.53 490 122 Frame Wall/Partition1NAINAIWoodIR-191NoneINAISiding or StuccoINA Window -2x4 Operable1Garden Window1Low-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -2x4 122 1.06/0 8 95.4 41.13 763 329 0 329 bedroom 3 Ceiling East Wall 1.06/0 8 95.4 41.13 763 329 0 329 OperablelGarden WindowlLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl 0 0 0 0.022 108 1.98 1.21 214 131 0 131 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BarrierlAsphalt ShinglesjDark or t. Bold Color1R-44 insulation 0.068 64 6.12 1.52 392 97 0 97 Frame Wall/PartitionINAINAIWood1R-191None1NAISiding or StuccolNA Window -2x4 1.06/0 8 95.4 124.38 763 995 0 995 OperablelGarden WindowlLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -2x4 1.06/0 8 95.4 124.38 763 995 0 995 OperablelGarden Window1Low-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl bedroom1, bath and stair Ceiling East Wall 0 0 0 0 0.022 400 1.98 1.21 792 484 0 484 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BaffledAsphalt ShingleslDark or Bold Color1R-44 insulation 0.068 56 6.12 1.52 343 85 0 85 Frame Wall/Partition1NAINAIWood1R-191None1NAISiding or StuccolNA North Wall 0.068 112 6.12 1.52 685 170 Frame Wall/PartitionINAINAIWood1R-191NoneINAISiding or StuccolNA Window -2x4 Operable1Garden WindowjLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -2x4 1.06/0 8 95.4 41.13 763 329 0 Dinnette, foyer 1/2 bath 170 329 1.06/0 8 95.4 41.13 763 329 0 329 OperablelGarden WindowlLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 4.1.0 0 Page 5 From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:44 #779 P.007/008 Adtek Software Co 105 S Main St - Toluca, III 61369 815-452-2345 - sales@adteksoft.com Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn East Wall 0.068 98 6.12 1.52 600 149 0 149 Frame Wall/Partition1NAINAIWoodIR-191NoneINAISiding or StuccolNA Window -2x2 1.06/0 4 95.4 124.25 382 497 0 497 OperablejGarden WindowlLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -3x7 1.06/0 21 95.4 124.33 2003 2611 -- 0 OperableiGarden WindowlLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -3x7 1.06/0 21 95.4 124.33 2003 2611 0 2611 OperablelGarden Window1Low-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl North Wall 0.068 75 6.12 1.52 459 114 0 114 Frame WaII/PartitionINAINAIWoodlR-19JNoneINAISiding or StuccoINA Door 3x7 _ - 0.17 - 21 15.3 5.29 321 111 MetallPolyurethane CorelStorm Door 111 living room, kitchen and stair 0 0 0 0 East Wall North Wall 0.068 56 6.12 1.52 343 85 0 85 Frame Wali/PartitionINAINAIWoodIR-191NoneINAISiding or StuccoINA 0.068 96 6.12 1.52 588 146 0 146 Frame WaII/PartitionINAINAIWoodIR-19jNoneINAISiding or StuccoINA Window -2x4 1.06/0.56 8 95.4 41.13 763 329 0 329 OperablelGarden Window1Low-e (0.40)12 Pane1Wood, Wood with Metal Clad, or Vinyl Window -2x4 1.06/0.56 8 95.4 41.13 763 329 0 329 OperablelGarden WindowjLow-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Window -4x4 1.06/0.56 16 95.4 41.13 1526 658 0 658 OperablelGarden Window1Low-e (0.40)12 PanelWood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 4.1.0 Page 6 From:ALLSTAR CONSTRUCTION 19529427464 05/02/2013 15:44 #779 P.008/008 Adtek Software Co 105 S Main St - Toluca, III 61369 815-452-2345 - sales@adteksoft.com Sales Consultant: Job#: Date: 05/02/2013 1527 Aspen Ave Eagan , mn Item Name System 1 CFM Duct sizes and velocities based on settings selected in the setup screen. *Duct sizes calculated using this CFM. Winter Summer Winter Summer Supply Calculated Calculated System System Velocity RA Duct Size Velocity SA Duct Size CFM CFM CFM CFM Return System I 0 0 506 906 0 * 0 1/2 of the basement 0 0 30 0 0 * 0 2nd 1/22 of basement 0 0 59 108 0 " 0 bedroom 2 0 0 64 68 0 " 0 bedroom 3 0 0 49 144 0 * 0 bedroom/, bath and stair 0 0 78 91 0 " 0 Dinnette, foyer 1/2 bath 0 0 134 395 0 ' 0 living room, kitchen and 0 0 92 100 0 * 0 Adtek AccuLoad Report Version 4.1.0 Page 7 9529331869 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 13:32.14 07-02-2013 2 /2 Use BLUE or BLACK Ink For Office Use IIICS1 Permit Fee: /1j:: / Date Received: - 27,�( 3 /"l Staff: -i Permit #: 2013 MECHANICAL PERMIT APPLICATION 0 Please submit two (2) sets of plans with all commercial applications. Date: -Zr Zo (� Tenant: Site Address: t j 2:7 4p�- Suite #: ResidentlOwner Contractor Name: Phone: Address / City / Zip: 152'7 ASlet„ , \ X._ amu-, Nam( Kline Corp. License #: fl7 0‘0 3.57 0 DBA: Practical Systems Addn 4342B Shady Oak Road City: State Hopkins, MN 55343 952-933-1868 Contact: _..._... 'FM 4 'f -f( vP,w s Frcc - Sys- Type of Work X New Replacement Additional Alteration Demolition _ Description of work: ; rr3fr&Il r,,,MCA 11 Sp„1t S , 4, rz441,s ,Vc..- 7bU.,d.A,-,s , c,iKa-y NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical inspector for information on permitted screening methods. Permit Type RESIDENTIAL COMMERCIAL is Fumace New Construction Interior Improvement _ -.1._ Air Conditioner Install Piping Processed _ Air Exchanger Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank ( Install / Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) (includes $5.00 State Surcharge) = $ TOTAL FEE $100.00 Residential New COMMERCIAL FEES $55.00 Permit Fee Minimum Contract Value $ x .01 $70.00 Underground tank if contract value is LESS "If contract value is GREATER —*If the project valuation is installation/removal = $ Permit Fee than $10,010, Surcharge = $5.00 = $ Surcharge` than $10,010, Surcharge = Contract Value x $0.0005 over $1 million, please call for Surcharge = $ TOTAL FEE 1 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. x ? 1s- )44444-/.5 Applicant's Printed Name Applicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground . _ Rough In _ Air Test Gas Service Test _ In -floor Heat _ Final _ HVAC Screening .nfd� Cid of Eatali P4°" .,11 iuk 3830 Pilot Knob Road Eagan MN 66122 Phone: (151 6754676 Fax: (661 676-6694 Date: 9°1°7 Use BLUE or BLACK Ink For Office Use Permit#. ///760 Permit Fee: ` Do Date Received: Staff; 013 RESIDENTIAL PLUMBING PERMIT APPLICATION Site Address: / 5-‘27 • ResldontIOtivn .: Name: Phone: Address / City / Zip: 'Contractor Name: XIMar/84, dI 400eile/ Cit,('C.0 a License #66 r3e! M Address:?O f04L' ,Por City: i61‘ 4 state://W Zip: rrir7 Phone: tb(2 7 .5-79— Q e? 7I Contact:/0f C KIK „Attu Email: /SZ6Gt/%"-IIQ,iy 1Qa- / •Gv.16^, ' pe of. WQ - New /`Replacement Repair Rebuild Modify Space Work in R.O.W. _ _ r / Description of work: <I A� X14 ! 4 Pemit Typo RESIDENTIAL Water Heater Lawn Irrigation ( RPZ / PVB) Water Softener Add Plumbing Fixtures (_, _ Main / _ Lower Level) _ Septic System New Water Turnaround Abandonment RESIDENTIAL F : S: 560.00 Water He :I er, $60.00 Lawn Irrig - on $60.00 Add Plum • ng "Water Tumiround $105.00 Septic Svptem Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) Turnaround* (includes 55.00 State Surcharge) and $5.00 State Surcharge) TOTAL FEES $ (includes $5.00 minimum State Surcharge) Fixtures, Septic System Abandonment, Water (add $200.00 If a 5/8" meter is required) New (510.00 per as built) (includes County fee CALL BEFORE , QU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. CaII 48 hours beforeyou intend to dig to receive locates of underground utilities. wvmw.slooherstateoneca)I.org I hereby acknowledge tihat 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 undenstand this Is not a permit, but only an application for a permlt, and work is not 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 apprpral of x Ap Ilcant's Printed, Name Ap can a Signature Fo'R`OFFICE US ;Izequtred ln8p ns:; . Udder GroundRowgh-fnAir Teat Gas fest .: _Final Reviewed Date: loo/looP 6Z94LLb29L Xb'J Eo:oZ 2102/6o/Lo __ ls2l ASer D4?,. Qer M ,i # \1032y MiTeka MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314-434-1200 Re: QTREC0313275 ALL STAR CONST MGMT The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Midwest Manufacturing. Pages or sheets covered by this seal: 120583611 thru 120583612 My license renewal date for the state of Minnesota is June 30, 2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. I Hereby certify that this plan. speci- fication. or report was prepared by me or under my direct supervision and that 1 am a duly Licensed Pro- fessional Engineer under th of the State • m esot DATE REG. NO. 21980 May 24,2013 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job QTREC0313275 Truss XM2 Truss Type Monopitch Qty 5 Ply 1 ALL STAR CONST MGMT UNITS:1.0 120583612 ENG:DCR Job Reference (optional) Midwest Manufacturing, Eau Claire, WI 54703 7-4-11 7-4-11 REPAIR: STUB RIGHT END 4-1/2" ADD 2 X 4 SPF NO.2 CUT TO FIT TIGHT 2x4 2 7.420 a Apr 1 2013 MiTek Industries, Inc. Fri May 24 11:25:49 2013 Page 1 ID:qR6?eDQOgiRQr9jMsIZmx5zeMLV-JoHBvzLzq?sYDL?dgB2D8ZNnIrWePcJLHFNk6HzDHtW 13-11-14 20-9-8 6-7-2 8-9.10 7x8 4.00 FE 16" X 16" 2x8 11 4 3x10 8 5x10 24" X 24" 5 ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" APA RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH 10d (3" X .131") NAILS DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's - 1 ROW, 2 x 4's - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: SPACED0-4-0 O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. 10-Zi4 10-1-14 20-9-8 4x6 = 10-1-10 Scare =1:42.6 Plate Offsets (X.Y): LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 [3:0-3-0 0-4-8] 16:0-5-0 0-3-4] SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Inc: YES Code IRC2006/TPI2002 CSI TC 0.97 BC 0.83 WB 0.44 (Matrix) DEFL in (loc) I/dell Vert(LL) -0.25 6-6 >962 Vert(TL) -0.63 5-6 >380 Horz(TL) 0.06 5 n/a Ud 240 180 n/a PLATES GRIP MT20 197/144 Weight: 85 Ib FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF Stud *Except* 3-5: 2x4 SPF 2100F 1.8E REACTIONS (Ib/size) 5=1038/0-5-8 (min. 0-2-1), 1=1038/0-5-8 (min. 0-1-12) Max Horz 1=231(LC 8) Max Uplift5=-122(LC 9), 1=-87(LC 7) Max Gray 5=1297(LC 3), 1=1098(LC 3) FORCES (Ib) - Max. Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2379/313, 2-7=1852/190, 3-7=-1682/199, 45=346/67 SOT CHORD 1-6=298/2183, 5-6=-115/1273 WEBS 2-6=-645/220, 3-6=5/724, 3-5=-1521/245 BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 4-0-15 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=50.0 psf (ground snow); Ps=34.7 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Roof design snow load has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 7) One RT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 1. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard I Hereby certify that this plan, speci- fication. or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Engineer uncylr'jlie laws of the St t inne. DATE TEVEN E. FOX REG, NO. 21980 May 24,2013 a WARNING Ver? ffy &siyr: parameters and REAL) NOTES ON TUTS AND INCLUDED AIIIEK REFERENCE PAGE MIT 7473 BEFORE USE. Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not thus designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responslbi9ty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TM1 Quality Criteria, 055-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 78114. Lee Street, Suite 312, Alexandria, VA 22314. 1fSoutherr PinefSPl lumber is :pacified. the designvalues are those effective 05/01,/2013 byALSC MiTek' 14515 N. Outer Forty, Suite #300 Chesterfield, MO 83017 Job Truss Truss Type Qty Py ALL STAR CONST MGMT UNITS:1.0 120583611 OTREC0313275 XM1 Monopitch 71 ENG:DCR Job Reference (ootiona0 Midwest Manufacturing, 4 Eau Claire, WI 54703 7.8-15 7-6-15 REPAIR: STUB RIGHT END 4-1/2" ADD 2 X 4 SPF NO.2 CUT TO FIT TIGHT 14-44 8.9-6 7x6 7.420 s Apr 1 2013 MiTek Industries, Inc. Fd May 241125:48 2013 Page 1 1D: qR69eDQ0giRQr9/MsIZmx5zeMLV-rbjpidKL3hkhbBQRGTX_bMrj3R80g0IC2beBZrz0HtX 21-1-10 I 28-1-8 8-9-6 6-11-14 16" X 16" 3x8 II 5 4.00 1712- 5x6 4 1g \ \ rnigillak2x"\\ 4x8 8 3x4 = 7 10 6x8 = 11 6 24" X 24" 5x6 = ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" APA RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH 10d (3" X .131") NAILS DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's - 1 ROW, 2 x 4's - 2 ROWS, 2 x 6'S AND LARGER - 3 ROWS: SPACED © 0-4-0 O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. 9-10-1 9-4-1 18-0-0 28-1-8 R-2-0 10-1-8 Scale = 1:56.3 Plate Offsets (X,Y): [3:0-3-0,0-4-81, [7:0-4-0,Edge] LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 CSI TC 0.52 BC 0.90 WB 1.00 (Matrix) DEFL in (loc) I/detl Vert(LL) -0.39 6-7 >843 Vert(TL) -0.75 6-7 >438 Horz(TL) 0.11 6 n/a Lid 240 180 n/a PLATES GRIP MT20 197/144 Weight: 124 Ib FT = 20% LUMBER TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E *Except* 6-7: 2x4 SPF No.2 WEBS 2x3 SPF Stud "Except" 5-6,4-6: 2x4 SPF 2100F 1.8E REACTIONS (Ib/size) 6=1551/0-5-8 (min. 031), 1=1455/0-5-8 (min. 0-2-6) Max Horz 1=313(LC 8) Max Uplift6=-167(LC 9), 1=-120(LC 7) Max Grav6=1939(LC 3), 1=1532(LC 3) BRACING TOP CHORD BOT CHORD WEBS FORCES (ib) - Max. Comp,Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-3626/434, 2-3=-3210/364, 3-9=-2063/247, 4-9=-1866/256, 5-6=-387/73 BOT CHORD 1-8=-439/3355, 7-8=260/2452, 7-10=-112/1405, 10-11=-112/1405, 6.11-112/1405 WEBS 2-84-572/200, 3-8=-53/751, 3-7=-943/237, 4-7=-92/1159, 4-6=-1938/271 Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 5.6, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES (8) 1) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pr=35.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=50.0 psf (ground snow); Ps=34.7 psf (roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.1 3) Roof design snow load has been reduced to account for slope. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcunent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. LOAD CASE(S) Standard I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional En.' • - under -the laws of the a of Minnes STEVEN E. FOX DATE REG.NO.21980 May 24,2013 ® WARNING . Verify design parameters and READ NOTES ON TMIS AND INCLUDED MfTEKREFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional perrnanent bracing of the overall structure is the responsltily of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and tracing, consult ANSI/TPI1 Qualify Crfeda, 058.89 and BCSI Binding Component Solely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. if Southern Fine{SPl lumber is specified, the design values are those effective 06/0112013 by AMSC MiTek` 14515 N. Outer Forty, Suite 11300 Chesterfield, MO 63017 °'0 > 7 t -0 * m it 0 m 1 1 o5 cWcZfl N�QQ� c o = � QQ O.(p . 'O ' : m5(Qznz!I =1 c° 5-5-- a•c-< m °Q '$ m� �� ao=3fl� no $ co30fp,, o 5 c(Q Qoa°n= m ° �� ° m o3�. mg m�'� w yx n- oy Q N3 A�a� QN 05-vz.avmc3a sn �3P. 3� 5�a 0 �QO c __, 0=o•w0 p m�� mQc (�o oo 7� 4 y=w ti n CD o Q p 6K fl z Q 0 a p i �nQW 0Qa- ff=5 o 2 Q3 Q Qao c 6o0 3_'mo�3,Q Q' X.r) 91-0 �Q 3 o• 2 ? � coN OQQ n O SNQ�3 maz-� co �� O D �o�m Q �'c 5• i 9 5 D g, 5 6 Q Q 7 O.Q .c 5 °a um 0 1.4 0.2 0> 0n asp- C N N (D Q7 (0 (D 5. a-n(D co • g aaz (D(D0• w S L. a H m N N - x N N K NOLLY1N3I1IO ONV NOIIV3O131b*Id 3 cr2 MiTek Engineering Reference Sheet: MII-7473 rev, 02/26/2013 paniasay s{y61a py O®Ia1W Z L0Z y NHo A� n 70 CS mQQ co -.t ,o-• rn O ax, mC-1 g m,m s ow "' = el a H boa K 9i �0 -i N CD CD m' w -1 m Z = m 4; 6, 70N _o n 3a me �Nn3 m NA O g aZ 0, (r„ o 3 - N m �' (ate `^ b O.nN c rnN -o D -Nim v o fl NN (nm IS m Y-< I X) O oa $° w c ZC on -or. wo < n<oc c so r T Dm w�Z330 N N C =0 0 ON n' V c m O_ Gu p n w O N z m O G H a=o 0. P or, m th TOP CHORD TOP CHORD uaa4sAs 6upaquanN O :70 Oo V O. (n A W N 7,.O CD Za Z n0 .-._6. 2.. 0 0 0 o p-oa~ i35- E. ao Quo m; 0 3 13 'ti O 59 C n 0 0 0 0 w 0 K [� w 3-'0 9 O nC o N m a ..5- O 3 S 5 a 0.'a u a m _r- in' =: O m j' c3 3 "0 �•' n° Q° 0 o n`3 2 o- m , aO 00 ° . (2, 1' "ffa; of -1.9 Q o° m oN ',D5 w woo �II m -k 4,S 9S; w� m m - an �o a a Qmno ° ffoom.. aaa aff c ._ ?� wo7.mow n 52 0 �c 3w oa c� o -c aa a; c m o 3a • 1 o o a o 2 �° o p- 9 o° w�c 73 n oQ mo o lig w�.- sal m m mss 3 a o m o a o ow (0 a- a v >, 000 �„ oc ° 3 7 O 436 7 '(7Q <O O n (DO 3 0 'Q y 7' a 0 an jN win' P- O o v_ 3 313 n n 0 o (0 N m 0 cu ° c7)...4.• 35' -, RS to co x� o SSw `�°n ° °Q mo_ -ao w0 30 a N� ? O 9. K 3 O O - '4 .i 3 ° j P.-0 n n° S S N 4 OQ w 0: °' n c "g. 5 p FO 3 n 0 p O 1 a o �• (° O 3 3IT ff w v o *; ° 0 3§ 3m -N n* g. CD 3 � > Z rya ...• 0 0. 3 0- 0-0 o° w a -EL 0m "330- co a' ° oc 8 wK 3 a 7c as 0 z° coo ~w fl n ° O S 5' 5. Cut members to bear tightly against each other. A co N :- a0 U z ff3g 1 ga aO°< °< c ° gaom 2,1 (°cn W'W .nw0 3w coI oo 1.0 ��c Hn 6.amnNa QQ3 n(3° ( m *Q•(0 o-< N 30. nt .ff = ff 0-0 O W 0aw 9a allfg F, wa 7R a SI aosa -6o -o°- o-� k-• if 32' w 0 p �• _ a0 �"' 0 O O ff7 G•.K.. 0-a 0 0 = 0. 7 =• c g 91' N .(1, 5, Q w ww nco H< 3T n o. w O (n cD H 0T Q Q. Q N CD O OOT CCD OO N O n O C 5.5- c CDNm (D 'D OCD It>0 m Q sa4ON AM OS Key/3e= KayHomy l+4.600d iroawm&poe seams tdaa iL I43 Member Data Description: Standard Load: Live Load: 40 PLF Dead Load: 15 PLF ammennimegymemenalmsollir ALL STAR CONSTRUCTION Member Type: Girder Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Moisture Condition: Dry Deflection Criteria: L/360 live, L/240 total Deck Connection: Nailed Filename: KYB2 Application: Floor Building Code: IBC/IRC Member Weight: 2.6 PLF 6.25-13 7:56arn Iof1 Other Loads TYPo Tito. ptinar Dead (Description) Side Begin End Width start End Start End CategoryPoint Top 316 r THIS JOIST SMOwS A 2/3 LOAD SHARE FOR TRIMMER LOAD COMING DOWN ON THE FLOOR. OTHER�� QAD GOES TO ADJACENT JOIST Snow Bearings and Reactions Location 1 0' 0.000" 2 9' 4.500" 3 18' 0.000• TYPD Wall Wall Wall Maximum Load Case Reactions vim 1nraPPIOnoWhit Nide *Dm Ioad )teearyrgmembers the Snow 1 1626 2 4456 3 261# Design spans 9' 1.875" 40a 2686 8636 Material Not Checked Not Checked Not Checked Dead 826 826 52611 2040 Input Length 3.500' 5.500" 6' 7.600' 2' 4.000• (light cant) Min Gravity Gravity Required Reaction Uplift 1.750" 2456 .- 3.500" 5076 -194# 3.5 0" Product: PowwerJolst PJI40 91!2" 1 ply pardon asstanes continuous lateral bracing along the top chord. Donlan limes maximum uunbracad length to &00' on the bottom chord Lateral support is required at each barring. Allowable Stress Daslon Positive Moment Negative Moment Negative Unbrod Shear Cant. Shear, Rt End Reaction Int. Reaction TL Deflection LL Deflection TL Dad., Rt. LL Oefl., Rt_ Actual 520.W 2293.W 2293.W 457.# 1003.6 245.# 1389.6 0.0930" -0.0848" 0.1535" 0.1040" Allowable 2735.W 3145.'# 2535.7E 1288.6 128$.6 1111.6 3660.6 0,4312" 0.2875" 0.2333" 02000" Control: Neg. Unbiaced DOLS: live=100% Snow=118% Roos'=125% Wind=160% Right cantilever allowable shear in rqr joist only SEMEINIENII Corday 18% 72% 90% 35% 77% 22% 37% L/999+ 1.1'999+ 2L/384 21/538 138 PASSES DESIGN CHECKS Location Loading 4.34' Odd Spans D*L 18' Total Load D+$ 18' Total Load 0+S 17.99' Adjacent 2 0+0.75(1+8) 18' Total Load D+$ 0' Odd Spans 0+1. 18' Total Load D+S 14.55' Toted Load 0+8 14,55' Total Load S 20.33' ' Total Load D+S 20.33' Total Load $ A11 p.ametarM..111Mnsa'r Mdaer...pws.aworms Terry Folken �^ ^Mwekg K Ballard 4 wharrr m rO00�"°I'I0j, s'magssn way's" �.,�rl MALL waa+s RESERVED. Weekes Fontlst Products m.a..Iga "Mad*. r , by a $,.M sihdasS** OMNI mrwaerial Nowa ssphaWe*sign ndersk U,ad*,t,+TWARACmauaa..and sprrNnmanth.hut 2600 Como Ave Nprwaerlpnaailm.101wrn"rsdbi 1 .i.'I'"'"'b"ssnnawomarsunt,errr.raccamaer."'°"ues+uaun'sroreaorrms.StPaul , Mn 55108 W 0 <a 1 �...V4. 1 ,R . W W ya �� ,�- 0 • win ell 4 U) tkti 1 11 0 0. 1 .i ti 1 1 ro 61 ti r.. N 1^ O 4 1 1 c3cocoon Insulation • Performance Testing • Radon Cocoon, LLC. 6253 Bury Drive, Suite 110 Eden Prairie, MN 55346 August 1, 2013 Terry Zelenka Building Inspector City of Eagan City Hall 3830 Pilot Knob Road Eagan, MN 55122 Dear Terry, This letter is in reference to our conversation on the phone on Thursday August 1st regarding the project at 1527 Aspen Drive in Eagan, MN. I confirm that we installed Icynene LD -C-50 spray foam into the cavities of the walls at this project. Please let me know if you have further questions. Regards, Steve Schirber G.M. Cocoon, LLC. 6253 Bury Drive • Suite 110 • Eden Prairie, Minnesota 55436 • T: 763.479.8560 • www.cocoon-insulation.com • MN LIC: BC667024 •PRIEST & ASSOCIATES CONSULTING, LLC May 22, 2013 Paul Warren Icynene Inc. 6747 Campobello Rd. Mississauga, Ontario Canada L5N 2L7 Re: Engineering Letter 10147 NBC of Canada Wood Stud Wall Design w/ Icynene LD -C-50 or LD -R-50 Compliance to ASTM E119 Dear Paul: The purpose of this Engineering letter is to show how the proposed wall designs in Table A -9.10.3.1.A of the National Building Code of Canada can comply with ASTM E119 when insulated with Icynene LD -C-50 or LD -R-50. The specific designs are W1a and W1d in that table. The Gypsum Association (GA) publishes many tested wall designs which meet the criteria of ASTM E119. Additionally, Harmathy's Rules for Fire Resistance are based on actual tests and give guidance on how a wall will perform when a tested wall design is modified. We will use this information for this analysis. Proposed Wall Design The 1 hour fire rated walls in designs W1a and W1d both incorporate 38 mm x 89 mm (2x4 nominal — 1.5 inch x 3.5 inch actual) wood studs spaced 400 mm or 600 mm (nominal 16 inch or 24 inch) and clad on both sides with 15.9 mm (5/8 inch) type X gypsum wallboard. In the W1a design, the cavities are allowed to be insulated with or without 89 mm (3.5 inches) of absorptive material. The W1d design uses no absorptive material in the cavity. In the Gypsum Association's Fire Resistance Design Manual, a 1 hour load-bearing design is shown (WP 3510) incorporating 2x4 wood studs (24 in. o.c.) and clad with one layer of 5/8 type X gypsum wallboard on each side. The fastening pattern is prescribed below. 2012 FIRE RESISTANCE DESIGN MANU 81 ALLS AND INTERIOR PARTITIONS, WOOD F D GA FILE NO. GENERIC GYPSUM WALLBOARD, WOOD STUDS 6na layer Ns' type X gypsum wallboard or gypsum veneer base applied parallel or atright angles to each side of 2 x 4 wood studs 24' o.c. with 6d coaled nails, 17if long, 0.0915' shank, tee heads, 7' o.c, Joints staggered 24' on opposite sides. (LOAD-BEARING) HOUR FIRE to 39 STC SOUND Fee Te Sound Test, 411 7 psf UL R3501.47, -48.8.17• UL Design U309: UL R1319-129, 7-22-70. UL Design 1.1314 NGC 2404, 10.14-70 4607 Verdi Road Pleasanton, TX 78064 www.priestassociates.com Solutions for the Building Materials lndustny 1-877-505-7743 Office 210-410-8217 Mobile deg .priest@ p r i estassoci ates. co m Priest & Associates Consulting Solutions for the Building Materials Industry Page 2 By adding 3.5 inches of Icynene LD -C-50 or LD -R-50 in the stud cavity, the R value is increased even as the foam off -gasses and chars. The foam does not ignite in the cavity since there is no air -gap and the off -gassing produces a positive pressure, fuel rich environment. The off -gas escapes via the gypsum wallboard joints on the fire side and does ignite in the furnace but does not increase the fire load since the furnace gas must be reduced to compensate for the increased fuel in the furnace. Overall, this gives a better thermal response to the wall system. Additionally, the char layer acts as a protective layer (thermally and physically) to the exterior gypsum board which improves the chance of passing the hose stream test after the fire test. Although insulating the stud cavity tends to make the exposure to the exposed face gypsum wallboard, designs are well known and utilized that perform well with insulation in the cavities, such as GA File No. WP 3644, below. This design, in fact, allows the screw spacing to be increased to 12" o.c. GA FILE NO. WP 3644 GENERIC GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION One layer 518' type X gypsum wallboard applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 21/4" Type S or W drywall screws 12" o.c. 3r/2' mineral fiber insulation, nominal 2.5 pcf, friction fit in stud space. Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 2,576 Its per stud or 100 percent of design load. (LOAD-BEARING) Conclusion 1 HOUR FIRE Thickness: 43/4' Approx. Weight: 7.5 psf Fire Test: ITS J20-06170.1, 4-00 The NBC Building Code wall designs W1a and W1d filled with Icynene LD -C-50 or LD -R-50 cavity insulation (3.5 inches) have a fire endurance rating no less than one hour. Sincerely, Javier O. Trevino Associate Engineer 210-601-0655 Javier.trevino@priestassociates.com JOT/jot Priest & Associates Consulting Harmathy's Ten Rules: Solutions for the Building Materials Industry Page 3 Appendix A "Ten Rules of Fire Endurance Ratings" by T.Z. Harmathy in the May 1965 Edition of Fire Technology (35). Rule 1: The "thermal" fire endurance of a construction consisting of a number of parallel layers is greater than the sum of the "thermal" fire endurance's characteristic of the individual layers when exposed separately to fire. Rule 2: The fire endurance of a construction does not decrease with the addition of further layers. Rule 3: The fire endurance of constructions containing continuous air gaps or cavities is greater than the fire endurance of similar constructions of the same weight, but containing no air gaps or cavities. Rule 4: The farther an air gap or cavity is located from the exposed surface, the more beneficial is its effect on the fire endurance. Rule 5: increasing the thickness of a completely enclosed air layer cannot increase the fire endurance of a construction. Rule 6: Layers of materials of low thermal conductivity are better utilized on that side of the construction on which fire is more likely to happen. Rule 7: The fire endurance of asymmetrical constructions depends on the direction of heat flow. Rule 8: The presence of moisture, if it does not result in explosive spalling, increases the fire endurance. Rule 9: Load -supporting elements, such as beams, girders and joists, yield higher fire endurance's when subjected to fire endurance tests as parts of floor, roof, or ceiling assemblies than they would when tested separately. Rule 10: The load -supporting elements (beams, girders, joists, etc.) of a floor, roof, or ceiling assembly can be replaced by such other load -supporting elements which, when tested separately, yielded fire endurance's not less than that of the assembly. End Of Engineering Letter • ICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC -ES Evaluation Report ESR -1826* Reissued February 1, 2012 This report is subject to renewal February 1, 2013. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA (905) 363-4040 www.icvnene.com EVALUATION SUBJECT: ICYNENE LD-C-5OTM (formerly known as The Icynene Insulation System®) 1.0 EVALUATION SCOPE Compliance with the following codes: • 2012 and 2009 International Building Code® (2009 IBC) • 2012 and 2009 International Residential Code® (2009 IRC) • 2012 and 2009 International Energy Conservation Code® (2009 IECC) • Other Codes (see Section 8.0) Properties evaluated: • Surface burning characteristics • Physical properties • Thermal performance (R -values) • Attic and crawl space installation • Fire resistance • Air permeability • Noncombustible construction 2.0 USES Icynene LD-C-5OTM is used to provide thermal insulation in buildings and to seal areas such as plumbing and wiring penetrations against air infiltration, in Types I, 11, III, IV and Type V construction (IBC) and dwellings under the IRC. The Icynene Insulation System may be used in fire - resistance -rated construction when installed in accordance with Section 4.5 and in Types I through IV construction when installed in accordance with Section 4.6. 3.0 DESCRIPTION 3.1 General: Icynene LD-C-5OTM is a low-density, open -cell, polyurethane foam plastic insulation and air barrier system that is 100 percent water -blown with an installed nominal density of 0.5 pcf (8 kg/m3). Icynene LD -C-50 is a two - component, spray -applied product. The two components of the insulation are polymeric isocyanate (A -Component, also known as Base Seal®) and proprietary resin (B -Component, LD -C-50 Resin, also known as, Gold Seal®). The A -Component must be stored at a temperature of 50°F (10°C) or greater, and has a shelf life of six months. The B -Component must be stored at temperatures below 100°F (37.8°C), and has a shelf life of six months. 3.2 Surface Burning Characteristics: When tested in accordance with ASTM E84/UL 723, at a thickness of 6 inches (152 mm) and a nominal density of 0.5 pcf (8 kg/m3), lcynene LD -C-50 has a flame spread index of 25 or less and a smoke -developed index of 450 or less. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered with minimum 1/2 -inch -thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable code. 3.3 Thermal Resistance: Icynene LD -C-50 has thermal resistance (R -values) at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: Icynene LD-C-5OTM spray -applied foam plastic insulation, at a minimum thickness of 31/2 inches (89 mm), is considered air -impermeable insulation in accordance with IRC Section R202, based on testing in accordance with ASTM E283. 3.5 Intumescent Coatings: 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating is a latex -based coating supplied in 1 -gallon (4L) and 5 -gallon (19L) pails and 55 -gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 40°F (4.4°C) and 90°F (32.2°C). 3.5.2 DC 315: DC 315 intumescent coating is a water- based coating supplied in 5 -gallon (19L) pails and 55 -gallon (208L) drums. The coating material has a shelf life of 24 months when stored in factory -sealed containers at temperatures between 41°F (5°C) and 95°F (35°C). *Revised March 2012 ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed ha as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as hal to an finding or other matter in this report, or as to an product covered bythe report. f9NN w4 +-,-,,,_ Y% 8 P any P cooswuxcn Copyright ©2012 Page 1 of 5 ANSI ESR -1826 ( Most Widely Accepted and Trusted Page 2 of 5 4.0 INSTALLATION 4.1 General: The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of these instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: Icynene LD -C -50TH foam plastic insulation must be applied using spray equipment specified by Icynene, Inc. The insulation must not be used in areas which have a maximum service temperature greater than 180°F (82°C). The foam plastic insulation must not be used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after application. Where the insulation is used as air - impermeable insulation, such as in unventilated attic spaces regulated by IRC Section R806, the insulation must be installed at a minimum thickness of 3.5 inches (89 mm). The insulation can be installed in one pass to the maximum thickness. Where multiple passes are required, the cure time between passes is negligible. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene LD -C -50TH foam plastic insulation must be separated from the interior of the building by an approved thermal barrier, such as 1/2 -inch (12.7 mm) gypsum wallboard installed using mechanical fasteners in accordance with the applicable code, or an equivalent 15 -minute thermal barrier complying with the applicable code. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the foam and the interior of the building. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered with minimum 1/2 -inch -thick (13 mm) gypsum board or equivalent thermal barrier complying with, the applicable code. 4.3.2 Application without a Prescriptive Thermal Barrier or Ignition Barrier: The prescriptive 15 -minute thermal barrier or ignition barrier may be omitted when installation is in accordance with this section. The insulation and coating may be spray -applied to the interior facing of walls, the underside or roof sheathing of roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a prescribed 15 -minute thermal barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum thickness of 13 dry mils, 20 wet mils, 80 ft2 per gallon. The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4 Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When Icynene LD -C -50TH foam plastic insulation installed within attics where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is not exposed. The insulation may be installed in unvented attics in accordance with the 2009 IRC Section R806.4 or 2012 IRC Section R806.5, as applicable. 4.4.2 Application without a Prescriptive Ignition Barrier: Where Icynene LD -C-50 foam plastic insulation is installed in an attic or crawl space without a prescriptive ignition barrier, in accordance with Sections 4.4.2.1, 4.4.2.2 and 4.4.3, the following conditions apply: 1. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. 2. There are no interconnected attic, crawl space or basement areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with IMC Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, or as required, except when air -impermeable insulation is permitted in unvented attics in accordance with Section R806.4 of the 2009 IRC or Section R806.5 of the 2012 IRC. 6. Under -floor (crawl space) ventilation is provided when required by IBC Section 1203.3 or IRC Section R408.1, as applicable. 4.4.2.1 Attics: In attics Icynene LD -C -50TH foam plastic insulation may be spray -applied to the underside of the roof sheathing and/or rafters, as described in this section. The thickness of the foam plastic applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 5.5 inches (140 mm). The insulation must be covered on all surfaces with one of the coatings described in Section 3.5. The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. The coating must be applied to a thickness as follows: • No Burn Plus XD at a minimum dry film thickness of 4 mils (6 wet mils) at 270 ft2 per gallon. • DC 315 at a minimum dry film thickness of 3 mils (4 wet mils) at 400 ft2 per gallon. The coatings must be applied when ambient and substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must be protected against damage from the coating. The insulation may be installed in unvented attics when the foam plastic is applied at a minimum thicknesses of 3.5 inches (89 mm) as described in this section in accordance with the 2009 IRC Section R806.4 or Section R806.5 of the 2012 IRC. 4.4.2.2 Crawl Spaces: In crawl spaces, Icynene LD -C- 50 insulation may be spray -applied to vertical walls and the underside of floors, as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 31/2 inches (88.9 mm). The foam plastic does not require an ignition barrier or a coating. ESR -1 826 1 Most Widely Accepted and Trusted Page 3 of 5 4.4.3 Use on Attic Floors: When used on attic floors, Icynene LD -C -50TH foam plastic insulation may be installed at a maximum thickness of 111/2 inches (292 mm) between joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. The ignition barrier, coatings specified in in Section 4.4.2.1 and in accordance with IBC Section 2603.4.1.6 and IRC Section R316.5.3 may be omitted. 4.5 One-hour Fire -resistance -rated Assemblies: 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud Wall): Minimum nominally 2 -by -4 [11/2 by 31/2 inches (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with a base layer of 1/2 -inch -thick (12.7 mm) wood fiber sound board installed horizontally on each face with vertical joints located over the studs, attached with 6d box nails, 2 inches (51 mm) long and spaced 24 inches (610 mm) on center along the studs, and a second layer of 5/8 -inch -thick (15.9 mm) Type X gypsum wallboard installed vertically on each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs. The stud cavity contains Icynene insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following: • 1,805 pounds (8029 N) per stud. • Design stress of 0.78 F'c. • Design stress of 0.78 F'c at a maximum le/d of 33. 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud Wall): Minimum nominally 2 -by -4 [11/2 by 31/2 inches (38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with two layers of 1/2 -inch -thick (12.7 mm) Type X gypsum wallboard installed vertically with joints staggered on each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs for the face layer and 6d cement coated box nails, 2 inches (51 mm) long and spaced 24 inches (610 mm) on center along the studs. The stud cavity contains Icynene insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following: • 1,805 pounds (8029 N) per stud. • Design stress of 0.78 F'c. • Design stress of 0.78 F'c at a maximum le/d of 33. 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally 2 -by -10 [11/2 by 91/4 inches (38 mm by 235 mm)] Douglas fir, No. 2 grade wood joists spaced 24 inches (610 mm) on center, with minimum 1 -by -3 [3/4 by 21/2 inches (19.1 by 64 mm)] spruce bridging at mid -span. Floor decking must be minimum 1/2 -inch -thick (12.7 mm) exterior grade plywood installed perpendicular to joists and fastened with 2 -inch - long (51 mm) ring shank nails 6 inches (152 mm) on center at the joints and 12 inches (305 mm) on center at the intermediate joists. Plywood joints must occur over joists. Icynene insulation must be applied to the underside of the plywood deck between the joists to a depth of 5 inches (127 mm). Two layers of minimum 5/8 -inch -thick (15.9 mm), Type X gypsum wallboard must be attached perpendicular to the joists on the ceiling side of the assembly. The first layer must be attached with 11/4 -inch -long (32 mm), Type W drywall screws, spaced 24 inches (610 mm) on center. The second layer must be applied perpendicular to the joists, offset 24 inches (610 mm) from the base layer. The second layer must be attached with 2 -inch -long (51 mm), Type S drywall screws spaced 12 inches (305 mm) on center. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers together. These fasteners must be 11/2 -inch -long (38 mm), Type G drywall screws placed 2 inches (51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and topped with an added coat of compound, and the fastener heads must be coated with joint compound in accordance with ASTM C840 or GA -216. 4.5.4 Assembly 4 (Non-loadbearing Steel Stud Wall): Nominally 6 -inch -deep (152.4 mm), No. 18 gage, galvanized steel studs spaced 16 inches (406.4 mm) on center, are friction -fit into No. 18 gage galvanized steel floor and ceiling track with a layer of 5/8 -inch -thick (15.9 mm),Type X gypsum board applied to the interior side with the long edge parallel to steel studs and secured using No. 6, 1'/4 -inch -long (31.7 mm), self- drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2 -inch -wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud cavity is filled with Icynene insulation up to 6 inches c152 mm) thick. DensGlass® Gold Exterior Sheathing, /2 inch (12.7 mm) thick, is installed parallel to steel studs with vertical joints offset a minimum of 16 inches 406 mm) from the vertical joints of the gypsum board and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using No. 6, 11/4 -inch -long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW -10 brick ties, 6 inches (152 mm) long by 1'/2 -inches (38 mm) wide, are spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured, using two 15/8 -inch -long (41.3 mm) self -drilling screws, through 4 -inch (102 mm) red clay brick [31/2 inches (88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches (197 mm)] laid in a running bond pattern with Type S mortar, leaving a nominally 1 -inch (25.4 mm) air gap between the brick and the exterior sheathing. Optional: It is permitted to add code -complying, expanded polystyrene (EPS), extruded polystyrene (XPS), foil -faced, rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall (between the DensGlass® Gold sheathed wall and the brick), while maintaining the 1 -inch (25.4 mm) air space. The length of the brick ties must be increased to account for the thickness of the insulation. 4.6 Exterior Walls in Type 1, 11, 111 and IV Construction: 4.6.1 General: When used on exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the LD -C-50 insulation must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of Icynene LD -C-50 insulation is 494 Btu/ft2 (5.6 MJ/m2) per inch of thickness, when testing is in accordance with NFPA 259. 4.6.2 Exterior Face: Nominally 6 -inch -deep (152 mm), No. 18 gage, galvanized steel studs spaced 16 inches (406 mm) on center, are fastened to No. 18 gage, galvanized steel floor and ceiling track using No. 8, /8 -inch -long (22.2 mm�, self -tapping pan head framing screws. GP DensGlass Gold Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed over the exterior side of steel ESR -1826 1 Most Widely Accepted and Trusted Page 4 of 5 studs with the long end perpendicular to the steel studs, using No. 6, Type S, 11/4 -inch (31.7 mm), self -tapping bugle head screws spaced 8 inches (203 mm) on center around the perimeter and in the field. The stud cavity is filled with Icynene insulation to a nominal thickness of 6 inches (152 mm). 4.6.3 Interior Face: Type X gypsum board, 5/8 inches (15.9 mm) thick, is installed with the long dimension perpendicular to steel studs with No. 6, Type S, 11/4 inch - long (31.7 mm), self -tapping, bugle head screws spaced 8 inches (203 mm) on center around the perimeter and in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2 -inch -wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. 4.6.4 Exterior Wall Covering: Details of the exterior wall covering must be provided to the code official by the report holder, designer or specifier, with an engineering analysis demonstrating that (1) the exterior wall covering conforms to ASTM E136 and (2) the addition of the wall covering to the assembly described in this section does not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. 5.0 CONDITIONS OF USE The Icynene LD-C-5OTM spray -applied polyurethane foam plastic insulation described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. If there is a conflict between the installation instructions and this report, this report governs. 5.3 The insulation must be separated from the interior of the building by an approved 15 -minute thermal barrier, except when installation is as described in Section 4.3.2 or in attics and crawl spaces as described in Section 4.4.2 and 4.4.3. 5.4 The insulation must not exceed the thickness and density noted in Sections 3.2, 4.3, 4.4, 4.5 and 4.6. 5.5 The insulation must be protected from the weather during and after application. 5.6 The insulation must be applied by licensed dealers and installers certified by Icynene, Inc. 5.7 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. 5.8 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 303.1.1 and 303.1.2, as applicable. 5.9 A vapor retarder must be installed in accordance with the applicable code. 5.10 Icynene LD -C-50 foam plastic insulation is manufactured in Mississauga, Ontario, Canada, under a quality control program with inspections by Intertek Testing Services (AA -691). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated June 2011, including reports of tests in accordance with Appendix X (Section 4.4.2.1) and Appendix C (Section 4.4.2.2). 6.2 Test report on air leakage rate in accordance with ASTM E283. 6.3 Reports of room corner fire testing in accordance with NFPA 286. 6.4 Test reports in accordance with ASTM E119. 6.5 Test report in accordance with NFPA 285, and related engineering analysis. 6.6 Reports of tests in accordance with NFPA 259. 6.7 Reports of fire tests in accordance with ASTM E970. 7.0 IDENTIFICATION All packages and containers of Icynene LDC50TM must be labeled with the Icynene, Inc., name and address; the product name; the flame spread index and the smoke - developed index; the shelf life expiration date; the label of the inspection agency (Intertek Testing Services); and the evaluation report number (ESR -1826). Intumescent coatings are identified with the manufacturer's name and address, the product trade name and use instructions. 8.0 OTHER CODES 8.1 Scope: In addition to the codes referenced in Section 1.0, the products recognized in this report were evaluated for compliance with the requirements of the following codes: • 2006 International Building Code® (2006 IBC) • 2006 International Residential Code® (2006 I RC) • 2006 International Energy Conservation Code® (2006 IECC) 8.2 Uses: The products comply with the above-mentioned codes as described in Sections 2.0 to 7.0 of this report, with the revisions noted below. • Application with a Prescriptive Ignition Barrier: See Section 4.4.1, except attics must be vented in accordance with 2006 IBC Section 1203.2, and crawl space ventilation must be in accordance with 2006 IBC Section 1203.3, as applicable. Additionally, an ignition barrier must be installed in accordance with 2006 IRC Section R314.5.3 or R314.5.4, as applicable. • Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except attics must be vented in accordance with Section 1203.2 of the 2006 IBC or Section R806 of the 2006 IRC, and crawl space ventilation must be in accordance with Section 1203.3 of the 2006 IBC or Section R408 of the 2006 IRC, as applicable. • Jobsite Certification and Labeling: See Section 5.8, except jobsite certification and labeling must comply with Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. • Protection Against Termites: See Section 5.7, except use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with Section R320.5 of the 2006 IRC. ESR -1826 1 Most Widely Accepted and Trusted Page 5 of 5 TABLE 1—THERMAL RESISTANCE (R -VALUES) THICKNESS (inches) R -VALUE (°F•ft2•h/Btu) 1 3.7 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.5 34 10 36 11.5 41 14 50 For SI: 1 inch = 25.4 mm, 1°F•ft2•h/Btu = 0.176 110°K•m2/W. 1R -values are calculated based on tested Kvalues at 1- and 3.5 -inch thicknesses.