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HomeMy WebLinkAbout2010 - 00100 - addn/remodel/repair CITY OF ORONO PERMIT NO.: 2010-00100 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUED: 03/11/2010 • 4 (952) 249-4600 FAX: (952) 249-4616 • ADDRESS : 40 WEAR LA N PIN : 33-118-23-34-0010 LEGAL DESC : ROLLING MEADOWS 2ND ADDN : LOT 001 BLOCK 003 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL VALUATION : $ 20,000.00 NOTE: SEPERATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,ELECTRICAL(STATE) ADVANCED PLAN REVIEW PAID WITH CHECK#037622-$220.51 THEY DID PAY AND ESCROW FOR 110%OF BID. APPLICANT PERMIT FEE SCHEDULE 339.25 MASTERPIECE HOMES STATE SURCHARGE(VALUATION) 10.00 127 EAST COUNTY RDC TOTAL 349.25 LITTLE CANADA,MN 55117- (651)484-3244 Minnesota State License#: 1435 OWNER HOFFMAN,HUGH J 40 WEAR LA N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible r as ing all required inspections are requested in conformance w th the St to Building Code.This permit may be revoked at y time for due ause. c _/( . /( / Zo/o 07)'04 , / (� Applicant Permitee Signature Date Issued By Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. * ' City of Orono Building Permit Application for New Structures or Additions Mailing Address: Permit number: o+70/0—00/00 0 , Cr Bax 66 / Crystal Bay,MN 55323-0066 Date received: aa Street Address:' Received by: l G~ 2750 Kelley Parkway Plan review fee: Nee•5/ / 1 4111 * Orono, MN 55356 /0- 00/4/ • p1 Total Fee: `���f • Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us _L y/ This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: 40 Wear Lane Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes E] No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Masterpiece Homes, Inc. State License# 1435 Expiration Date: 3/31/2010 Phone: 651-484-3244 (office) 612-363-3021 (cell) Mailing Address: 127 East County Road C City: Little CanadaZIP: 55117 Contact Person: Steve Peters Applicant is: c_c_ontracto / Homeowner (circle One) Email and/or Fax: stevep2 atmasterpiecehomesmn.com PROPERTY OWNER INFORMATION: Name: Hugh and Dianna Hoffman Phone(day): 612-325-6730 Address: 40 Wear Lane City: Orono ZIP: 55356 Email and/or Fax hugh.hoffman@craig-hailum.com ARCHITECT/ENGINEER INFORMATION: Name: Phone(day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal& �{ Water Supply New Construction .sI Single Family with )AResidence Addition attached garage Garage/Accessory Bldg. ❑Public Sewer ❑❑Accessory Building 0 Single Family with 0 Deck ❑ Relocation detached garage ❑Office/Commercial Private Sewer ❑Other:(specify) ❑Multiple Family/Condo ❑Warehouse 0 Public ❑Storage 0 Public Water "*Any earth movement may require 0 Commercial 0 Other(specify) MCWD review&permits. 0 Industrial 0 Private Well Minnehaha Creek Watershed District(MCWD) 0 Other: (specify) 18202 Minnetonka Blvd Deephaven,MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 _www.minnehahacreek.oro Estimated Construction Valuation(excluding land) $ 20,000 Last Updated: 9/29/2009 - 17- STRUCTURE INFORMATION: • 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= 79 Number of bedrooms= 4 Wood/Frame ❑Masonry b.Width (ft.)= 36 Number of garage stalls: ❑Metal Attached= 3 ❑ Pole Bldg. Areas in square feet Detached= ❑ ICF ❑On-site Prefab c. Basement= 1536 ❑Off-site Prefab d. 1st Story = 1844 ❑Other(please specify): e. 2nd Story= 1152 f. %Story = g. Total Area= 4532 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ Permit Application ❑ Proposed Building Plans ❑ MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ Survey(meeting all requirements) O Stormwater Pollution Prevention Plan ❑ Hardcover Calculation(s) ❑ Septic System Site Evaluation Report ❑ Access Permit ❑ Wetland Buffer Improvement Plan ❑ ;� Engineered Plans for Retaining Walls 4 feet or above = ❑ Plan Review Fee O 0 Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. ` o? at4'C7 Applicant's Signature: �� ��_ Date: -- Last Updated: 9/29/2009 - 18- Plan Review Checklist for New Structures / Additions , • Address/ PID/ Legal: '/O Nts CAI A/c CA Description of work: yA4ip t11 ocv 0 t= ae_o(God L'- T ' '- L l"57N5f 9CX Septic review by: YDate Approved: 3 ' I (' JO Zoning review by: N/* Date Approved: Building review by: C� o ff _ Date Approved: i////0Grading review by: /A Date Approved: Zoning File#: Resolution#: Resolution Date: Zoning District Fire Department Post Office School District Zoning: Lot Area: SF/AC Width: Depth: Survey Submitted: ❑ Yes ❑ No Date of Survey: Proposed Setbacks: Front(Lake) Rear( r ) ( N S E W ) ( N S E W ) Other Buildings Wetland N Side Side N,, Building Defined Height: N, Building Peak Height: # of Stories Ok?: 0 YES FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE:-, FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floorrawl START the distance between the slab and the highest space floor and the highest roof peak,the top'of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof,the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-type roof roof SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window highest roof peak of a pitched roof and highest roof peak of a pitched roof SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest space floor and the highest existing grade within existing grade within the foundation the foundation or 10 feet, whichever is less. EQUALS Defined building height EQUALS Defined building height Lot Coverage: SF Shoreland District CWD Permit Received Average Lakeshore Setback Bluff Yes ❑ No 0 N/A 0 Yes 0 No 0 Yes 0 No 0 Yes 0 No 0 N/A — / Permit Number: Setback: / Hardcover Zones Existing Proposed Variance Required CUP Required 0-75' 0 Yes 0 No 0 Yes 0 No 75-250' Type(s): Type(s): 250-50 500-1 00' REMARKS (in-house): Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Permit` ' Plan Review • 'State7.Surcbarge / Investigation Fee SAC Nuniber.ofSAC Units Sewer Connection Water Connection Park Fee .:Site Inspection :,a . ... Other(specify) Miscelaneo�vs'Fees Calculated By: Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ Estimated Construction Value: $ 2-0,0 o O °a Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ❑ Plumbing 0 Grading / Filling ❑ Nell O Hardcover Removal 0 Mechanical ❑ Fire %Electrical O Footing 0 Septic 0 Water Connection O Poured Wall 0 Fireplace 0 Sewer Connection ❑ Foundation Survey 0 Masonry 0 Lawn Irrigation Radon Rock Bed 0 Mfg. Framing 0 Other(specify) ❑ Insulation ❑ As-Built Survey prFinal O Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES 0 NO New: 0 YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms\plan review checklist.docx 1 r47/ Level,1'Forte' MEMBER REPORT Level, Floor: Flush Beam software ... .._ r ,f?E��-':`..,1 ' ; #� �„,;:;.1...,- 1 � t11rr����' �; fWx ;T� z, ,�. � % Overall Length:12'8' r: + I 0 i 0 kin «�. , ,€; . ... :,...-4,,,,:,.. .,,,;;., y€` ., 12' I, DI All Dimensions are Horizontal;Drawing is Conceptual 1' : ;.'-'i =:' ,i": % {:..� ' 't c. _ � 'f .gee� v' x uF�:w, .'tfr, , 2'., System:Floor Member Reaction(lbs) 565©1 1/2" 1156 Passed(49%) 1.15 Member Type:Flush Beam Shear(lbs) 558 @ 3” 1903 Passed(29%) 1.15 Building Use:Residential Moment(Ft-lbs) 2123 @ 5' 4364 Passed(49%) 1.15 Building Code:IBC Live Load Defl.(in) 0.154 @ 6'15/16" 0.306 Passed(L/952) -- Design Methodology:ASD Total Load Defl.(in) 0.200 @ 6'15/16" 0.613 Passed(L1735) -- • Deflection criteria:LL(U480)and TL(L/240). • Design results assume a fully braced condition where all compression edges(top and bottom)are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. . � a •� .v ' � ' 1 'qz„ g a .:!.!..14,?f '' 5 oplio g ,,,,,,.7,.....:‘,..,,,, , , 1-Stud wall-Spruce Pine Fir 3.00" 1.75" -- 131/250/0/190 1 1/4"Rim Board 2-Stud wall-Spruce Pine Fir 3.00" 1.75" -- 114/250/0/125 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. $ p .:. .r �2.° Mfr 43 '' : . '° an .440 P,','-'-', : 4 ".. +. 'i z_ Pte,£'.. N., fiw`' %'11'97(;'"- d`_ .� Lf, ,-t .. , 4+^ KF V xos. "-4sw-as&`,, 1-Uniform(PSF) 0 to'1';;I:6"• 2'6" '1").— ' 10.0 40.0 0.0 0.0 Residential-Living Areas 2-Point(Ib) 5' N/A 85 0 0 315 Forte"Software Operator. ,: - Job Notes •" — -- 2/23/2010 2:51:55 PM Justin Spreitzer Lyman Lumber Co. iLevelf0Forte/'"v1.1,Design Engine:V4.8.0.1 (952)470-4817 Page 1 of 2 Justin_spreitzer i'-s,-.li-t:er.ecm 1 sr *aT s ".✓? fit,� � A �ta; w. 3 Ko- `�a: g 'S .x.�„ �€ ,ate7 „,.elm`:` ,a'W.f 10, `ASF �;;.a 5�ry:4'? .g �'-,v,... '` a a v 4 w,sMi. • iLevel®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values.iLevel®expressly disclaims any other warranties related to the software. • Refer to current iLevel®literature for installation details.(www.iLevel.com) • Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software. • Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project. • iLevel®products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. • The product application,input design loads,dimensions and support information have been provided by Forte Software Operator (l})SUSTAINABLE FORESTRY INmATNE ' Forte."'Software Operator Job Notes 2/23/2010 2:51:55 PM Justin Spreltzer Lyman Lumber Co. iLevel'!'ForteTM v1.1,Design Eng're:V4.8.0.1 (952)470-4817 Justin_sproi Z rt.'y;-ra^...T't cr.t:m Page 2 of 2 A TIME 1/ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED %D77 PERMIT NO.O2LOO/D' 09/OO COMPLETED ADDRESS Td Lk-' OWNER TELEPHO,�NE_NO./'/Z %3 3oZZ CONTRACTOR MaS �/6'e � 4YX..k/ DESCRIPTION priaa LU ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT • ❑ DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL ✓ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNER/CONTRACTOR TO MEET YOU: YES NO o COMMENTS: W Q. cc O cc O U. W cc W W LU ❑WORK SATISFACTORY:PROCEED PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY 00 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: �� /f Inspector. C/ J White Copy/Inspector's File Canary Copy/Site Notice DATE / TIME V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _V • PERMIT NO,p10I0-GO/O0 COMPLETED ADDRESS OWNER TELEPHONE N 0,"/A_- -34 CONTRACTOR Al. ,1v 2(a_id DESCRIPTION .41/' / • ❑ FOOTING 0 PLUMBING FINALS 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI 0 LAKESHORE/WETLANDS QTel—FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL • 0 INSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ RADON SLAB 0 WATER HOOK-UP 0 PROGRESS • ❑ FINAL 0 SEWER HOOK-UP 0 COMPLAINT J 0 DEMO-SITE 0 SEPTIC MAINT. 0 FOLLOW-UP _ ❑ DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL 0 PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU:_YES NO o COMMENTS: c LU Q.. CC O CC O W CC W W C L . ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY (..) BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: cInspector. White Copy/Inspector's File Canary Copy/Site Notice E a r e S Se n i nS These units g meet National Egress Codes requiring 5.7 SF clear opening, not to exceed a floor to sill height of 44".Code restrictions may vary depending on local building codesheight, • "' See page 74. Casement Egress Oening Egress Width Egress Height Egress Clear O Floor To Clear O " Vent DLO Pg P9 UNIT# Inches (mm) Inches (mm) Sq.Ft. cm' Inches (mm) Sq.Ft. cm2 Sq.Ft. cm' 1731 7-5/8 193 26-13/16 681 1.42 1319 53-1/4 1352 226 2127 194 1802 I 1735 7-5/8 193 30-13/16 783 1.63 1512 49-1/4 1250 2.60 2411 2.24 2082 1739 7-5/8 193 34-13/16 885 1.84 1708 45-1/4 1149 293 2724 2.54 2361 I w 1747 7-5/8 193 42-13/16 1088 2.26 2100 37-1/4 946 3 61 3350 3.14 2917 ;^^ __ 1755 7-5/8 193 50-13/16 1291 2.68 2492 29-1/4 742 4.28 3976 3.74 3474 1759 7-5/8 193 54-13/16 1393 2.89 2688 25-1/4 E.,..)=• o° 641 4.62 4289 4.04 3753 = .,...„.,,6 1763 7-5/8 193 58-13/16 1494 3.10 2885 21-1/4 539 4 95 4602 4.34 4031 V i,_ Z 1771 7-5/8 193 66-13/16 1697 3 ., 32 , _ W J_, �C77 I_ 1;4 X36 563 27 c)1, 4588 W '-'5 W 2131 11-5/8 295 26-13/16 681 216 2008 53-1/4 1352 100 2/01 247 W c - itif`m=3 2135 11-5/8 295 30-13/16 783 2 48 2307 49-1/4 1250 3 45 3207 3.'�1; 2854 1,.W , -o 2139 11-5/8 295 34-13/16 885 2.81 2607 45 1/4 1149 390 3623 .348 3236 1=haIz`< 3C 214711-5/8 295 42-13/16 1088 345 3705 " U4 946 4.80 4x.55 430 3000 1,1i; `-=:,71 � 2155 11-5/8 295 50-13/16 1291 409 3804 ; 1,4 74;' 13 1 ,' ,,,,--,0 2,g! 2159 11-5/8 295 54-13/16 1393 4.42 4103 ',1/4 W c X41 5541 144 Cw<e3� 2163 11-5/8 295 58-13/16 1494 474 4403 21 1/4 3 9 6120 50r, 2171 336 748 6952 6 77 6289 11-5/8 295 66-13/16 1697 5.38 5001 13-1/4 7 6_,9 2531 15-5/8 396 26-13/16 681 2.91 2700 53-1/4 1352 375 3483 3.38 3141 2535 15-5/8 396 30-13/16 783 334 3103 49-1/4 1250 431 4003 3 90 3626 2539 15-5/8 396 34-13/16 885 3.77 3505 45-1/4 1149 4.87 4522 443 4111 l 2547 15-5/8 396 42-13/16 1088 4.64 4311 37-1/4 946 5 99 5561 5.47 5081 1 2555 15-5/8 396 50-13/16 1291 5.51 5116 291/4 742 710 6599 6 51 6051 2559 15-5/8 396 54-13/16 1393 594 5518 251/4 641 7 06 7119 7 03 6535 2563 15-5/8 396 58-13/16 1494 637 5921 211/4 X139 R2; 7638 7 56 7020 2571 15-5/8 396 66-13/16 1697 7.24 6726 I 1/1 ;16 ) a1 k,/' .,,,)11 1 \ 2931 20-1/4 514 26-13/16 681 3.77 350` ,3-I/4 1352 41%t, 1 10 3"1h _ 2935 20-1/4 514 30-13/16 7,H 434 Si2t`, 491/-1 2',(1 ; 2939 20-1/4 514 34-13/16 885 r r 1 73 4 90 n 4,1/4 100 5471 4 0n '2943 21-1/8 536 38-15/16 939 ,9 ,'(1 "; x,,1,1 / * ? 7 20-1/4 514 7 ,,,I, r,. /,. 6f In 6 ■i L 6666 '2955 20-1/4 514 a 7/It I/5 /I', 6/01 y 1, 1/4 0t I 9t) 70 '2959 20-1/4 514 54-13/16 1393 IJI /163 ;', 1/41 0.11 -t) ;/',;.1 8 5„ '2963 20-1/4 514 58-13/16 1494 8.27 7686 21-1/4 539 8o 9158 917 3515 %i- *2971 20-1/4 514 66-13/16 1697 9.40 8731 13-1/4 336 11.20 10401 1043 9691SHEET '"3339 23-5/8 599 34-13/16 885 5.71 5303 45-1/4 1149 6.80 6320 6.31 5861 .. *3347 23-5/8 599 42-13/16 1088 7.02 6521 37-1/4 946 8.36 7771 7.80 7244 oP Til '3355 23-5/8 599 50-13/16 1291 8.33 7739 29-1/4 742 9.93 9223 9.29 8627 '3359 23-5/8 599 54-13/16 1393 8.99 8352 25-1/4 641 10.71 9949 10.03 9318 _ E- "3363 23-5/8 599 58-13/16 1494 9.64 8955 21-1/4 539 11.49 10674 10 77 10009 ermal !performance 3371 23-5/8 599 66-13/16 1697 10.95 10173 31/4 336 3 05 12126 1226 392 sI'37 27-5/8 702 34-13/16 885 6.68 451/4 114 777 7219 25 03,E '374747 7-5/8 702 42-13/16 1088 8 7627.21 1627 37 1/4 9466 955 8877 896 8326 "3755 27-5/8 702 50-13/16 1291 9.74 9049 29-1/4 742 11.34 10535 10.67 69!5 3759 27-5/8 702 54-13/16 1393 10.51 9764 X5.1/4 641 12.23 11364 1153 0700 < s '3763 27-5/8 702 58-13/16 1494 11,28 104/9 211/4 579 3 1212193 12 38 5x14 '3771 27-5/8 702 6613/16 1697 1281 11901 11, 1/40 1191 13851 1� 0 10 93 -- 0 M 744=;4' • ' x4a_ UValiue R Value SHGG VT ,�,. Ygr ��Re:�s-, Res°' Res NoniRes .Res, .ENERGY STAR , irit. . 4 .. r. Insulating Glass/Low E II Air 0.35 • 2.86 0.30 0.31 0.50 N,NC,SC,S � Insulating Glass/Low E II-Argon 0.31 3.23 0.30 0.31 0.50 N,NC,SC,S r.^� Insulating Glass/Low E II Air GBG 0.35 2.86 0.28 0.29 0.46 N,NC,SC,S Insulating Glass/Low E II-Argon-GBG 0.32 3.13 0.28 0.29 0.46 N,NC,SC,S