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2017-00271 - new house
CITY OF ORONO * 2 0 1 7 - 0 0 2 7 1 * 2750 KELLEY PARKWAY DATE ISSUED: 04/12/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 2465 NORTH SHORE DR PIN : 09-117-23-44-0012 LEGAL DESC : UNPLATTED 09 117 23 : LOT MB BLOCK MB PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,500,000.00 NOTE: SEPARATE PERMITS REQUIRED:PLUMBING,MECHANICAL,FIREPLACE,SEWER CONNECTION,LAWN IRRIGATION, ELECTRICAL(STATE) NOTE:PLEASE SEE AND INITIAL NEW BUILDER ACKNOWLEDGEMENT FORM APPLICANT PERMIT FEE SCHEDULE 8,354.92 CROWN CONSTRUCTION STATE SURCHARGE(VALUATION) 700.00 5249 GOLDEN VALLEY RD TOTAL 9,054.92 GOLDEN VALLEY,MN 55427- Payment(s) (612)845-4886 CHECK 14560 9,054.92 Minnesota State License#:BUIL-BC450383 � OWNER LINDAHL,B JOHN 2485 NORTH SHORE DWVE WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this pertnit 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 for assuring all required inspections are requested in conformance with_tll�State Building Code.This permit may be revoked at any ti �due oause� � � _ � ��---�� � � l 7'C / / � Applicant Permitee Signature Date Issued y i ature Date PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: ��5 IV�1 TI�t c�1(U�- �• Permit No.: �� ('w L11 Description of work: NQJ� �,�.� Date Rec'd: J'!-a��t� Septic review by: 5�� �- VV C� ( � Date Approved: Zoning review by: n-� �proved: � 'l Building review by: ' ��1�'� roved: � c Grading review by: 1 � �ved: �� � �1 if�� � � Zoning District: - Zoning File � �• � ,� Resolution? Yes Reso#: Reso Date:_ � ,.. Yes No Resolution/NA Zoning: Lot Area: 7�� �}' SF AC Width:_ _ Structural Coverage: ��-`� SF fi,�� % Survey Submitted: �es 0 No Date of Survey: 2�(� ' � ( Revised date(?): Landscape plan submitted? �Yes Landscaper: 0 No/None proposed Pro osed Setbacks: F nt(Lake) R r(Street�0 ( N S E W ) ( N S �W ) Other Buildings Wetland � Side Side �,�, '��� __f__. :%,� � � � Buildinq Heiqht Analvsis: Distance Between First Floor and defined Top of �a� 2� ��` Roo�' See "buildin hei ht" definition : First Floor Elevation from buildin lans : (b) e '., � Highest Existing ground level (per survey) or 10' ��� �� � above lowest round level, whichever is lower: Difference between b and c : (d) -- ' Defined Buildin Hei ht (a) -(d : �e) ��� �`Y Shoreland District MCWD Permit Average Lakeshore Setback Bluff Met? Yes O No Permit Number: �"'� ... �Q� Yes � No � N/A � Ye No 0 N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover Variance Required CUP Required circle one % and s % and s 1 2 3 4 5 I�����"�`�r ZI ' Q�b � Yes No � Yes No � Z-i �� t:a� � ����J t� TYPe(S)' TYpe(s). Updated: October 2016 v:\forms�plan review checklist 10-2016.docx Fees to be Char ed YES NO Permit Plan Review State Surcharge Investigation Fee � SAC—Number of SAC Units (/� Other(specify) � S uare Foota e $ er S uare Foota e Basement X = $ 15' Floor X = $ 2nd FIoOP X = $ Garage X = $ Estimated Construction Value: � `�� � � Orono Inspections Required Work Requiring Separate Permits � Footing � Site �( Plumbing � Grading/Filling �.Poured Wall Silt Fence/Erosion Control Mechanical � Fire �Foundation Survey 0 Hardcover Removal Fireplace 0 Water Connection � Framing Other(specify) � Masonry. �.Sewer Connection �Waterproofing/Drain tile ��/G1, "f•eS��--��,� � Mfg. �Lawn Irrigation ,�( Foundation Waterproofing �� � ` � Other(specify) � �Landscaping ,�Framing �C Insulation �' As-Built Survey � Final 0 Lathe Required State Permits 0 Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED: �%�See Builder Acknowledgement Form 0 Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. Updated: October 2016 v:\forms�plan review checklist 10-2016.docx �� � � �05�� CITY OF ORON4 � BUILDING PERMIT APPLICATlON FOR NEW STRUCTURES OR ADDITIONS �O,� TO Mailrng Address: Permit number: 7� � 1�� PO Box 66 Crystal Bay,MN 55323-0066 Bate received: �� �� StreefAddress:' Received by: y�, G� 2750 Kelley Parkway P]an review fee: D/'—OC� a1 D �qk�s�o�ti Orono, MN 55356 � � �30,�� Main: 952-249-46Q0 Total Fee: Fax: 952-249-4616 www,ci.orono.mn.us This application form musf be completed in fuil and all required information must be submitted; �� `,�/ lncomplete applications will be returned: (Please print) Gcr rr�,►I ��{- ���(�,�,y��' K�.t�W GENERAL fNFORMATION: ������� Job Site Address: 2`�(q�' tvocz-(►k �btv� pR . rr�ars M�.t S5 3� r Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes No !f yes,a special event permit rs required with Police Department and City Councr!appraval&Q days prior to fhe event. Shuftle bus se�vice II e required unless applicant demonstrates suffrcient on-srte parking is available. Non-permitted events wilf not be allowed. CONTRACTOR!APPLICANT IIVFORMATION: Name: �J n.1 �1 1J Ga. /�.l L State License# '�G. 6 �1j Expiration Date: 3 I (g Phone: cell 1 office Mailing Address: 2 � Cit : t, AIZ.�': y2'Z Contact Person: W��.t,t Applicant is: C rac / Homeowner (CircfeOne) Email and/or Fax: _ i CROw�M� . GON� PROPERTY OWtVER INFORMATION: Name: P�. e �1 L►►',��- Phone (daY): �'�t2. 8yS-: �� � 1-1���. "Ca: l-�• fo GR L $y°�y 2'3 Address: 2�$S" No�l� S{�F-E nR. City: QR.p�sO ZIP: 5539�, Email and/or Fax _ -���L�C�M�x p� ,V S _—____--— , ARCHITECT/ ENGINEER INFORMATION: ' Name: ��-��G���1 ��ar�al.���pr Phone (day): {„11.c�Z,q Z�c90 Address: �12y i,a�-t- ���*-h r,�f` City:},,,�a►v����t� ZIP: ���f/0 Email and/or Fax: � r���or�1�P-h2a.2 w,rchi�-er�4-� ,�o� PROJECT INF�RMATION: Description of project: 1.Type of Project 2.Proposed Use 3.Structure Type 4,Sewage Disposal 8� Water Supply ❑ New Construcfion �Sinc�fe Family with ❑Accessory Bldg./Garage ��.,^f,ddition attached garage ❑ Deck �Public Sewer LJ�Accessory Building ❑ Single Family with ❑Office/Commerciaf ❑Relocation detached garage �Residence ❑ Private Sewer ❑Other:(specify) ❑ MuEtiple Family/Condo Retaining Wall(s) ❑ Pubfic 4-feet or greater ❑ Public Water *"Any earth movement may also require ❑Commercial ❑Storage MCWD review&permits. ❑ Indusfrial ❑Warehouse ��rivate Well Minnehaha Creek Wetershed Disfrict(MCWD) �Other:(specify} ❑Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 "- ------- — Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.org Estimated Construction Valuation (excluding land) � �°q�d ��� pG�►�,�U�D - MAR 2 3 2017 Last Updated: January 2o16 qTY OF OR4N4 STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) ` ��'G� � a. Length{ft.)= �� Number of bedrooms= � 2. Occupancy: b.Width(ft.)= (O�♦ Nurnber of garage stalls: � 3. Occupant Load: Areas in s uare feet Attached = 1 50 uNF�N . ��;� c. Basement= 5°I� F►�1• De#ached= � 4. Type of Construction: _ � 7�_�= d. 1 S�Story = Z.S�� E,A�a� y�/"' e.2"d Story= 5. Code EdiEion: 'Z0�5 ��/-�1� f. '/z Story = 2Sd� g.Total Area= 7 'r� t SZS REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Agplicable ❑ Building Permit Escrow A�reerrtent and Fees — — __ __— �_ ❑ Plan Review Fee ❑ Com leted A lication Form ❑ Pro osed Buiidin P[ans-2 full size sets,to scale and 1 reduced 11 x 17 or 8 Yz x 11 set D Minnesota 5tate Ener Code CalculafEons and Mechanical Code Re uirements ❑ Survey-2 full size,to scale meeting AL.L surve re uirements ❑ Hardcover Calculations Se tic System Certification � Cl Minnehaha Creek Watershed District(MGWD) Permit or Documentation from MCWD stating no ermit is re uired ❑ Landsca e Walls and/or Retainin Wall Plans � ❑ Stormwater Pollution Prevention Plan SWPPP ❑ Access Permit ❑ Dafa Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all in#ormation required or requested by fhe Building Department; . Agrees to pay the City of Qrono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of hislher knowledge. The applicant recognizes that they are solely responsible for submitting a compiete application being aware that upon failure to do so,the staff has no aiternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information ihat 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 canriot be given to eifher the public or the subject of the data, Our purpose and intended use of this information is to annualiy update our records and records of other governmental agencies required by(aw. If you refuse to supply the information,#he applicafion may not be issued. . Agrees that in fhe event that weather or other conditions prevent the completion of'an as-built survey at the time the CerEificate of Occupancy is requested,a ternporary Certificate of Occupancy;may be issued upon receipt of a$10;000 escrow to ensure completion of the as=li ilt survey and all site'improvements. ApplicanYs Signature: Date: � ���� �' Owner's Signature: t Date: 3 a-3 � Last lJpdated: January 2D16 Builder Acknowledgement Form Permit #2017-00271 / 2465 North Shore Drive -� � . Builder Representative Name: � �-�1--� � �v�'J�4- Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection,a foundation as-built survey must be submitted and approved by the City or a Stop Work order ---" will be issued. ----� Schedule a minimum of one hour for the framing inspection. � � Erosion control mechanisms must be installed and inspected by the City prior to any land y � � disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. � Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations �''�� must be submitted and approved. In the event of winter or other extended unfavorable weather conditions(which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of � Occupancy(TCO) may be necessary. A TCO requires a $10,000 escrow. Advisory Comments Any changes to the exterior/landscaping improvements, i.e. patios,grading, sidewalks, retaining _- walls, etc. not currently shown on the approved survey and landscaping plan will require a / separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. w:\street files\north shore dr\2465\builder acknowledgement form 2017-00271.docx Christine Mattson From: Wayne Preuhs <wayne@advsur.com> Sent: Tuesday,April 11, 2017 6:58 AM To: Christine Mattson Cc: willie@crowmm�.com; jlindahl@cambrook.us'; Information Subject: RE:2465 North Shore Drive/#2017-00271 Christine,the existing basement floor elevation is 946.3. Let me know if you need anything else. Wayne Preuhs, LS Advance Surveying & Engineering Co. 17917 Highway 7, Minnetonka, MN Office: 952-474-7964 Direct: 952-674-2627 Web: www.advsur.com From:Christine Mattson [mailto:CMattson@ci.orono.mn.us] Sent:Thursday,April 06, 2017 3:55 PM To:Wayne Preuhs<wayne@advsur.com> Cc:willie@crowmm�.com; 'jlindahl@cambrook.us'<jlindahl@cambrook.us> Subject:2465 North Shore Drive/#2017-00271 Hi Wayne, While reviewing the survey dated 2-17-2017 for 2465 North Shore Drive I see it is missing the lowest floor elevation. Please reply to this email with the lowest floor elevation and remember for future surveys we need the elevations for top of foundation,garage floor,etc.to be shown on the survey. Reference Item#23 of the City's Survey Requirements,copy attached. Thank you and let me know if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physical addressJ PO Box 66 � Crystal Bay � MN � 55323-0066 (mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us I � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday,May 22,2017 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am OUR OFF/CE WILL BE CLOSED: Monday, May 29,2017(Memoria/DayJ 1 Christine Mattson From: Adam Edwards Sent: Wednesday,April 05, 2017 3:47 PM To: Christine Mattson; Roger Peitso Subject: RE:2465 North Shore Drive/#2017-00271 Chris, The SWPPP provided takes care of comment#1 below. I've stamped the grading plan approved. Adam From:Adam Edwards Sent: Monday, March 27, 2017 2:28 PM To:Christine Mattson<CMattson@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: RE: 2465 North Shore Drive/#2017-00271 Chris, I've reviewed the subject grading plan and offer the following comments: 1. The Certificate of Survey should be revised to indicate perimeter erosion control measures(silt fence, bio logs, etc.)down gradient from proposed work. Measures must be installed by the Contractor and inspected by the City prior to any work.Contractor must provide a minimum 24 hour notice prior to inspection. Note-The cover sheet referred to the SWPPP plan but the sheets were not included in the packet you provided me. 2. Separate utility permits will be required for the sewer disconnection/connection. Adam From:Christine Mattson Sent: Monday, March 27, 2017 9:18 AM To:Adam Edwards<aedwards@ci.orono.mn.us>; Roger Peitso<rpeitso@ci.orono.mn.us> Subject: 2465 North Shore Drive/#2017-00271 We received a building permit application for a tear down of the existing house,rebuilding it basically in-kind and adding an addition. Survey is not to scale. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway � Orono � MN � 55356(physica/addressJ 1 Christine Mattson From: Christine Mattson Sent: Tuesday, March 28, 2017 10:06 AM To: 'willie@crowmm�.com' Cc: jlindahl@cambrook.us'; Roger Peitso Subject: 2465 North Shore Drive/#2017-00271 Attachments: letter.pdf Willie, Attached is a copy of the letter being mailed today. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono � MN � 55356 (physica/addressJ PO Box 66 I Crystal Bay � MN I 55323-0066(mailing addressJ '� 952.249.4620 � 8 952.249.4616 � cmattson@ci.orono.mn.us � � www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm 1 �o�o C ITY OF ORONO ,� � Street Address: Mailing Address: Telephone(952)249-4600 `� ti 2750 Kelley Parkway I P.O.Box 66 Fax (952)249-4616 �l �,�' Orono,MN 55356 Crystal Bay,MN 55323 I www.ci.orono.mn.us '�kFsxo� March 28,2017 Wiilie Anderson Crown Construction Company, Inc. 5249 Golden Valley Rd Golden Valley, MN 55422 Re: Building Permit Application#2017-00271 2465 North Shore Drive On March 23, 2017 the City received a building permit application for a new single family home. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certiflcate of Survey. Our engineer has reviewed the survey and has the following comments: a. The Certificate of Survey should be revised to indicate perimeter erosion control measures(silt fence, bio logs,etc.)down gradient from proposed work. Measures must be installed by the Contractor and inspected by the City prior to any work. Contractor must provide a minimum 24 hour notice prior to inspection. Note: The cover sheet refers to the SWPPP plan but the sheets were not included in the packet provided. In lieu of updating the survey to show erosion control,provide two full-size copies of the SWPPP. b. The surveys submitted are not to scale. Please provide two copies of full-size,scalable surveys. 2. Landscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements,i.e.patios,grading,sidewalks,retaining walls,etc. The plan should include the name of the individual perForming the work. Any proposed patios, grading, sidewalks, retaining walls shown on the landscape plan should also be reflected on the survey. Please note separate City Permits are required are required for sewer connection. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO 1 �� Christine Mattson Planning Assistant c via email Willie Anderson John Lindahl Roger Peitso, Building Official �cl o� � C AD T��tNCE S UR VEYIN� c� ENGINEERIN� CO. I hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed prafessiona! land surveyor under t?�e laws of the State of Minnesota. r c;.� �,^,� ,:✓�'.�r^',-!�C1i� , L*- ;��yfr:�'�'?'%i Thomas M. Btoom P.t.S. No.42379 Step 2: PROPOSED HARDCOVER In the following tabEe identify all items of existing ha�dcover on the property, keyed by letter to CsrCificate of Survey(survey must accompany this form). Use as many{ir►es as necessary to accuratefy depict existing hardct�ver status o#the propert�r. ey to 5urvey Hardcover item(17escribe) Le�gth x Width T�#al (Square Fee-t) iE,�cample� Gara e {2�l'x 3�') (720) S.F. A House 1,939 S.F. B House Acl ition 1,502 S.F. C Garage 2,285 S.F. � D Dec "Cim ers ��3 g,F, E Gravei DriYe 4,396 5_F. � Concrete rive parking 3,313 S.F. G Boa#House 9 S.F. H Misc.ConCrete 47 S.F. 1 S#one Conc.Wa s 84 S.F. ! Paver Wa ics Patios 1,239 S.F. K S.F. � S.F. � S.F. N S.F. � S,f. P S.�. Q S.F. R S,f. 5 S.F. T S.F. � S,F. v S.F, � S.F. x s_�. Y �. , 1 7otal Pro osed Hardcover 15 537 S.f. Faceluda6te Hardcover See Ci# Code Sec 78-1684 Ret.i�f/afls &t 5;�. Decks with 1J�1"spacing(Width needs to 6e v.erified} 1flp S,F_ S.F, S.�. S.F. Z Total Excludable Hardcaver 184 S.F. 3 Net Pra osed Hardcover Subtract line�2)#rom line{1)] 15 353 S.F, {4j Totai Lot Area 7Q n�7 S.F. Proposed Nardc[�ver Percentage[(3)/(4}] 2�.7g� . AD T�ANC.E SUR VE�'ING c� ENGINEERING CO. t hereby certify that this report was prepared by me or under my direct supervision and that I am a licensed prafessiana!land surveyor under the laws of the State of Minnesota. :��.�..;-r.�.,a�., `'��U. ��r.r-c 7r, Thomas M. Btoom P.L.S.No.42379 Step 2: PROP�SED HARDCOVER In the following tabie identi#y all items of existing hardcover on the property, keyed by let�er to CertificaCe of Survey(survey must accompany this form�. Use as many lines as necessary to accurateiy depict existing hardcover status of the property. ey to 5urvey Hardcover Ftem�Describe) Length x Width ?otal(Square feet) (Example� �ara (2�-'x 30') (72d} S.F. A ouse ,939 S.F. B House A ftion 1,542 S.F. C Garage 2,285 S.F. • D Dec Tim ers 4 3 S.f. E Grdvei Dri�re 4,396 �F. F Concrete riv�e pa ing 3r313 S.F. G Boat ouse 9 S.F. H Misc.Concrete 47 S.F, i S#one Conc. a s 84 S.F. J Paver Wa Fatios 1,239 S.F. K S.F. L S.F. M S.F. N S.F. Q .F. S.�. Q S.F. R S.F. $ .F. T U V W S.F. � S.f: 1 7otal Pro osed Hacdcouer 15 537 S.F. Faccludabte Hardcaver See Ci Code Sec�8-1684 R�e�Walis 84 S:F. Decks with 1J4"spacing(Width needs rto be v.errfied� 100 S,F. S.F, 5.F. S. . 2 Totai Excludable Hardcover 184 5.F. 3 Net Pro osed Hardcaver Subtract Iine(2)from Iine(1] 15 353 S.F. � Tatal Lot Area 70�1�7 S.F. Prr�posed Hards.pver Pe►xentage[(3)/(4}J ?1.79% _ _ _ . City of Orono ���Vo Hardcover Calculation Worksheet Property AddreSs: 2465 North Sho�e Drive (our survey 170D67) gF ;� Prepared by� Thomas M. B�oom P.GS,Na.423?9 E3afe: 2f 1�f2o�7� c kr s H O�-E Sta-mwarer QuaJity Overlay Distritt Tier-: �Cirde onej Tier°1 Tier2 T�er3 Tier4 'rErS Step 1; EXISTING HARDCOVER fn th�following table identify all items of existing hardcover on the praperty, keyed by letter to Certificate of Survey(survey must accompany#his form), Use as many lines as necessary to accurately depitt�xisting har�icaver status of the property. ey to $���y Har�lcover kem(�+escribe) Length x Width Total{Square feet} (�xam��ej �ara (���x�o�} �rzo) s.F. A House 1,939 S.F. B Garage 2,285 S.F. C Deck im ers 473 S.F. D Gravel Drive 4,396 S.F. E C�ncrete driuce�'par "ng 2575 S-F- F S ed 51 S.F. G aoat House 2 9 S.F. H Mizc.CAncrete 47 S.F. I Stone onc.Wa s 55 J Paver Wa s Patios 1036 S.F. I� 5.F. � S.F. M S.F, N S.F. �} S.F. p 5.F. (� S.F. j R S.F. � , S.F. ' T S.F. u s.E. � S,F. V�/ S.F. _ s..r-. v s�: 1 Tota(Existin Hardcover 13 116 5.�. Excludable Hardcover See Cit Code Sec 78-1684 ReL 1NaI�s S5 S.F. ; Deckswith 1J4��spaeing(1)Vidth need�to be��v�r3fied} 100 5.F. � S.F. �S.F. 5.f. 2 Total Excludable Hardcover 155 S.F. (3 Net Existin Hardcover 12,961 S.f, �! Total Lot Area 70 447 S.F_ Ewsting Hardcover P�rcentage[(3j/{4}j 18.4Q� ; s F . i � Sazt9bte Tieai Gafn Subcetal trmn Pag�r t _ �. .._ .. �_. _ � OESI(iN TEMF'ERATUtiE DIFFCRE3UCE SQUAAE BTUH j CE7LiNt3 7Q 1& 2Q 2G 30 35 F� H�ATTRANSFERMULT'iPUER �EATCadtIIV i No InsAateon � 74.9 77.A. 19.2 2rt.4 225 23.6 � ; R-11 3"Insulation 2.8 3.2 3.7 4.1 4.3 4.S ! ft-19,6"Insutetian 1.8 2.1 2.3 2.6 2,f3 2.9 � ft•30, 10"Insulation 7.) 1.3 1.5 1.6 1J 1.8 �._ I ---- - _._...... -- -- R-38. 1'l"Insuietion 0.9 1.0 1.1 1,3 1.3 i.d - -� ! . �, - �._-�_:�m-c.--�..��•. � F -,�.�:�r,._. __�, e..�.-�:<:�--�_-�, _ .. �. • OEStt�1V TENPAERATUR�AIFFEAENCE ' FLOOR�VER St2UARE q0 9b 2t1 .?�'a g0 �{ B7UF! UNCOTlDIT{OfU[D SPACE ��� MEAT TRKiNSFSR ii?IULTIpL1ER ��j��� No Irrsulatinn --_.- 1.9 3.9 S.f3 'l."1 �1.7 9.6 Cr1FtPET FCOOR-Af0 INSUTATIDN ---� 1.3 2.5 3.D b.1 5,7 fi.3 R-11 3"I�ISULATION 0.4 0.8 1.3 1.7 1.9 2.1 • R-19,6" WSULATIOM 0.3 0.5 0.6 1.1 1.2 T.3 E�-30, 90"INSULATlQN 0.2 6.4 U.6 0.7 O.fi 0.9 -z-�-�--�.�_�=»�---.�-_.� _ _a._ -------_.. __ �._--__�.-�:� ___. .,._<T__._.�... �_�__-�„�._..__ �� --:..Z�.... -�S:.Y.63' etC°�^x.e,..'^'^a'2C'n.^^....'1Lr"'._3`� . --s_- aa r�aor� Sc��r.x-----eEr�rns r�E�t�r - ____. cut3rG r-r ctu���rnar�anrt v�tu3-ruxrronr o.an x�_cud�c Fr �< e� _ --c�m na�ct�r�v�ca�.vs�riu�riaN cr-n� � r-��sra aui �ro-rntc� � Qc�a renn�c-�rur��Q►��tics � � flNN � CFM 90 15 20 2G 30 � HEAT[3AilY i•fEAT TRANSFfiR MULTIPLIER INFILTRATIpN 1i.0 16.6 22,0 2%.0 32.D 38.D MECHANICAL VENTILAI'ION _�_ �� 11.0 16,6 ?2A ?7.0 32.0 _ 3Q.Q i r� . ;�,�..i..._ -...:�_-.�.,�,..,._,.,..,.-.. �_��-..�-.sr.�=�.�.�.�.s i fi�f7EAAtAL HEAT�All9 B7UFi t�E,QT GAIN Num6ec of Peo l�_:,�_ M �00 �� . --�� KitctKin Allwvan,,s � 1 2p4 i ��� .... �._ �.---�-�a�,�r.._� -�_ . __ _ .. � _ ���� SEN6IBLE t-tE�T GAtlV SUB�OTAt, � _..�. , , _ _. _ . : �_: � -�-�,.�_� �.-�t,_.�-_._.��-,-�_.--�,-�-�_.-a-s.�n,-.., . : DUCT GA1N DTUH HEAT�AtN ` ' R-4, 1"Flexible fllanket Insulatior:ADD 15°b (.15) � ' R-7 3" Flexible 8lanket tnsulation:ADD 10% (.10) � i -.:ss4....•.....;..,r,r,•�L,,,�.__._..__��..�.........,_...._.........__,,,,_;:�.;. .. -�-s-.:,�..Y:..�,,:�.Y. � ���. �z,.J...,.. . "- z�,.r-s.. .�-�..�=�:.-z•�.�..�.:_�_ _... �-._:,,...:... ,,,�:�'.�-�Y � . . -- TOT'Al zENSlC3I� H�A� GA.IN 1 C� � � 7 r 2 � � _ - _�:-.�-�.��-�-�.� � --.�-� ...�-� � lJ�i'�i!!T LC}f�►Q C{�►LCl1LA'f'iORlS � _ _ -�,��.=-�- „�. K.,,,.�. � _ . ( i Conditions � Outdoor Wot Balb ladoar Wot Sulb Grcins � i Wet � 80 62.�5 50 Medfum 75� &2.6 3G k�sn DrY 70 b2;5 20 ' 0 65 62,5 0 Bt�ssd on 7"5°F indoor Dry Bufb trt 5D°ro AN. LATENT LOAD-fNFILTflATi�N � r O.BB x Greins x 1nflllratfon CFM � LATENT LOAO•VENTlLATION �_�-. - .- � # � ,/ � s t3.6Fi x Grains x .� � Venttfaifon CFM ��`�' j _. _ ..�_,:��__----���-.:. ��=• .,.y.._ ._.�.<�.,...n�,�. . ` ...,.._ � .� _...-.-._ _-_- a, .� _._' ,. . lA7EPtT Ll?A�O-PEQPLE _ '.- ._ - == -,::.= .._ __ ' ' Nwi�her of Fr�npir.�x 230 � iQ��t< ' . _ . P,�_�,��,������...__..A<s.�-� -�-�._. .-- --_.„ . _�. _ �._ _ _�._,...,r. ��:.ti-�-s�-,-.�_-s-�,s.. �,- -=�;,.� �_� , � �_,. �_N..._�_�.,..,,., �.,,x- �,_. 1�f7'AL 1./.�F��v3'W�14�'C'a,4EN ��� �7 : � -�--��.��-...as��_-_-..._..._.:� - , '_r....^SLe.�:z15=i�S�^��'_:..r .____�..^.�:a'!.�R��n:Tf ..._...'fei"ZtsRi�...._V�gC^„T:Y�� f � .mGY . ...�^f� ....._ � .."`^ .L ..._ >tY^S^�^S' ..... ... _.. .., , ._ .... .._ . �a"�i•'a�.«.._. Y � `#C7Tfal� �a1�Na1CiL� �1411k� t �'.i"C(1it �tGe�1�' G/�({V � "�.��J�' __ � � . ..� . _,� . _� ..��_. � . . .�, _ _, .__ ___.. _ ______ ._a_._..:�. _�..�_ _ . .: � ,.__ _.r .. . � _ _ . . : _. _ _ __ _. : td0�'E:RI!a-laat fitacesFur Mu�tip�ers(rtu+a ACCA AWa�wal .•J,�S1xth Edit+u+�aKxt tor a ri+�sdiizm ou4d4or tlgrty ttiR7�,ergPure.rnnpn. c�-ta.tt•v (14Ci�9) �unou.s.a. i �1. � "t�,�t,t t ' i Permit Application: Self-Checklist for Completeness Please note, the applicant must initial in the boxes below to acknowiedge the minimum required 'tnformation is included with the submittaL If not, the application will NQT be ac�e t� ed. Cal! 952.249,4fx�U�a sehedu�e a meeting wft� staff if�ou hav�questi��s on ap�li�a�i€�.s�bt�r3i�tal requirements, � Completed Application Plan Review Fee Paid Signed Escrc�w Agreement& Escrow Pa�ment Building Plans {ta scale} x2 Certificate of'�urvey �to scale) showing th� propased pra�ect & meeting ali requirements x2 Hardcov�r �alculations �if appEicab�e� I am aware that Orono wi(i not issue a building permit without a copy of MCWD permits (or documentati4n frQm the MC1ND stating the proposed project does not trigger their permitting requirem�nts). z �trill cont�act the MCWD a� 952-471-4590 r�gardi th' projec . Signed by: ��VJ N �6 N. C• Address: � � � �90C eitJ U� �� 2�1J �, � �� Permit #: _0�0/�7—DO �7/ � 55 ZZ � Last LJpci�ted:Ja�uafy 2Qf 6 .. _. __ BUILDING PERMtT ESCROW AGREEMENT Orono Buiiding Permit# AGREEMENT made this day�f , 20 , by and hettiveen the CITY �F ORONO, a Minnesota municipal corporation{"Gity"} ("Owners"). Recitats 1. R building �aermit apptic�tior, has be.en filed a located at the ("Subject Property"), legally described as a 2. Owners request the City#o review this applica;ion. � 3. The Ci;y wlli c�mmencE its reviewt of th� appli�a;ion and incur casts associat�Ct with said review only if the Chvner estabiishes an�scraw to ensure reimbursement to the City of its cos�s� � � NOW TNEREFORt�NE PARTIES AG#�EE AS FOL.L.f3WS: / � 1. DEPOSl�'\ OF ESCROW FUNDS. Contemporaneously with 4he execution of this Escrow Agreement, the�wners s}i�ll deposit$2,500 with the City. All accrued interest; if any, shall be paid to the City to rQimb��i�se t}ie City for its co��t adrnin%stcriny tlie. escrow accc�unt. 2. PURPQSE OF`ESGROW. The purpose of the escrow is to guaranfae reimbursement to the Gity for all out-of-pocket casts the C2�� has incuired (incluaing planning:'enqineering, in excess af $504, or legal corlsultant r�view} or wiil ircur in V�wing the pEan. Eligibfe e cnses shall be consistant with expenses the Owners would be responsible for un� a�building permit aGp���� � n.Tha escrow�vill also ptrarantee reimbursement ta the Cityfor all out-of-pocket costs th Cit�has incurred to sure that the work �s comn�ete� :n accordance with the Stormwater Pollution Prevention Pla nd The provision of Orono Clty Code Chapter 79. The financial security may also be used by the City to eliminate �y hazardo conditions associated wilh the wark and to repair any darnage io pub(ic property �r infrastructure ��af i� ca 'se�i I�y the �vork (inciudi��c� �lanrlr�g, enginceriny, or I�gai consultant reviewj associated vuith building nni��# if com�liance ��;itl� the approved building normit is not accomplished. a'' 3. MONTHLY BILLING. .�is t Cit� ceive�s consultant bilis for incurred costs, the City wil? in turr� send a b+ll tc�the Qwr;ers. Owners shall b respor.si61 f�r payment"to the City�vithin 30 days of the Owrers'recei�t af biil. d. DfSBURSEMENTjFROM ESCROW ACCO T. inzhe event That the Owners do not make payment to ' the Giiy within the tiil�e�rame o �inea in #3 a�ove, sE�ail issu� � Sto� Work Order- ur�til fhe Owners pay all expens�s invoiced pursuant to#3. The y n�ay draw frdm the escro��v account with t`�Erther apFrovai of Ette Owrc�rs tu r�imburse �e City for eligible expense� CiEy has incurret�. � 5. CLO `ES�ROW. The 8alance on deposit in the escrow,if any,shall�e returned ta tt7e Owners when all requiremen r�elatea t he project are compiete, Cit}�Staff shall review the terms of this escrow agreernent tvdo ti,7�es rer yea o d2tem�in�whather the r-equirements af tn� pr�ject havc� bec:n suecesstully cc�mpfeted and whether it is appropriate to return the funds. Owner may also request the release of the funds,and such funds shall be released upon City Staff receiving the appropriate veri(ication that afl requirements of the project have been successfully completed. � fi. CERT(FY Ut�PAID CHARGES. If ttte projeci is abardor�ed by Ovdners,or if t�re eflgible expc�nses inc.urred 6y the City exceed the an�oun#in es�rov�r, ttae City shall have the right to certify;he unpaid balance to t�e subject property purs�;ani to Minn. StBt.§§415.Q1 flnd 366Al2. CITY: CfTY OF ORONO OWNER: BY� -- i ts: " ---._ . . _ __ _ _ _ . _. _ — -- — --- --- , Internal Use`4nly: '�Origlnal ta Planning O Copyto Properiy Owner ❑Copyfo Street File� � � _...--- ___ ----_ _ _- - — —__ s. LBst Updated: January 20�5 _ _ DATA PRIVACY ADVlSORY In accordance with Minnesota State Statute 13.04 Rights af Subjects of Data, Subd. 2, "Tennessen warning", we wo�.�ld like to inform yau that your request for a permit Qr license from the Gity af Oron� or any of its departments may require you to fumish certain private or confidential information You are notified that: 1 The information you fumish will be used to determine �our quali#ic�tian for-tne perE��it or license req uested. 2. You may refuse to supply data, but refusal may require that the City deny the perrnit or license. 3. The inf�rmation may be shared wifh other local, state or facieral agencies to the extent necessary to process the permit or license. 4. tf your requ2sted permit or license requires Council acti4n to approve, some informat;on may become put�lic. 5. Yau have�certain rights under Minnes�ta State Stafute 13.04(see foi�wing{�age)t�revFe�,vv private data on yourself. 6. Yaur(u{I narne is required to process this application or permit. � - �o�+.� I.�,t� �A�Z_ . ` � � First Nliddle Last t�. o . ���� � Address c�. S-,� �� M� s s3a-3 �l�-- � ys-y �� � City State Zip Phone ! understand mg+ri��its as statec#�af�sve` . � � �� Signature � i � x 5 Packet�ast Updated: Augrrs�2u'15 Paqe 7 s d a . .. _ .__. ...... . ...... . ... .. _.. Sec.13.04 RIGHTS�F SUBJECTS OF DATA Subdivisian 1. Type of data. The rights of individual on whom the data is stored or to be stored shaA be as set forth in this section. Subd. 2. Tennessen warning. An individual aslced to supply private ar canfdentiai data conceming the indiv�duai shai! I�c= irtformed of: (a) the purpfls�and int�nded u� of the reque�ted data v�ithin the c�(Iecking gavemment�ntity {b} wkrether he may r�fuse o�+s legally required to supply the requestsd data; (c) any Icttovun c�nseque�ce arising from his suppl�ng or re�using to �ppl�r private vr cz�nfidential data� and (d} the identit}�of other persans or entities authorized by state or federal (aw to receive the data. This requirement sha11 not apply when an individual is asked to suppiy investigative data, pursuant to section 13.$2, subdivision 7, to a law enforcement officer. Suad. 3. Access to data by 1ndlvlduaL Upon request fo a responsible authority or designee,an individual shall be informed vuhether the individual is the subject of stored data on individuals, and wfiether it is classified�s public, private or confident'ral. Upon#urther request,an individua!who is thesubject ofstor.ed private or public data on individuaEs sha11 be shown the data withouf any charge and, if desired, shali be informed of i�e corriant and meafling of that data. �ft�r an individual has been shor�un the priu�e da�a an�1 iRform�d nf its meaning, the data need not be disclosed ta him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority or designee shall provide copies af the private or public data upon request by the individual subject of the data. Th� responsible authority or designee may require the requesting person to pay the actual costs of making and certifying the copies. The responsible authority or designee shall comply immediat�ely, if possible, with any request made pursuant to this subdiuision, or witi�in t�n days of tfie date of the request,excluding Saturdays, Sundays.and I�g�l ho4ida�s,if irnm�diate com�liance is-not possible. Subd, 4. Procedure when data is not accurate or complete. {a)An individual subject of th�data may contest the accuracy or completeness of public or private data. To exercise this right, an individual shal!notify in w�ting the responsible authority describing the nature of the disagreement. The respQnsible authority shall within 30 days either: {1) correct the data found to be inaccurate or incomplete and attempt to rtotify past recipients of inaccurate or incomplete data, including recipients named by the individuai; ar (2) notify the indiuidual that the authariry believes the data to be correct. Data in dispute shaiE be disclosed anty if the individuaE's statement of disagreement is ir�cludec!with the discltrsed data. The cleterminaffon of the r�spor�sible acr�t�ority may be appea4ed pursuant to the provisions of the Administrative Procedure Act �ela#ing ko contested cases. Upon receipt of an appeal by an individual, the commissioner shall, before issuing the order and notice of the contested case hearing required by chapter'[4, try to resalve the dispute through education, conference, conciliation, ar persuasian. If the parties consent, the commissioner may refer to the matfer to meclication. Follawing thsse effarts, the commissioner shall dismiss the appeaJ ar issue tk�e order ac�d not6ce of hearin9- (b} Data on individuals that have been s�ccessfully challenged by an �ndividual must be completed, corrected,or destroyed hy a gavemment entity witfiaut regarcf to the rec�uirements of section'!38.17. After completing, correcting, or destroying successfully challenged data, a government entity may retain a copy of the ca'r�missiQner af administration's order issued under chapfer 14 or, if na arder were issued,a summary of the dispute between the parties that does nat contain any partic�dars of the successfuliy challenged data. Packet Last Updated:Augusf 2015 Page 8 _ _ _----_._______ -- _ _ _ .___ .. _ _.._._ __ . _ ._.._.. _.__ �- � ���I� �s _ �� � ��i���� a� ._ __ _ ____ ____ _-- _ __. � ��P � . � Minnesota State Energy Code Calculafiions end Mechanical Code Requireme�ts Forrn Additional copies can be found by gc�ing to; httnJlwww.dli.mn.aovlCCLDlPDFlsbc,.,132� ce�k odf �]'1I3�' +Crri�fica#e B�oi&3�cs'*Hame:'Ctr�s�r F��t�,- �✓f Z 1 � �'],. (e �. ��e Jr�cEdres.�s: ,��-�,� IVvr.l"1f r�I�!: t�1Z1�I� ���act�r r�ta�me: �eow� Go N cT t�-���--� �o i«�se�vu�e�: �c.. SI S�o g� tn,�a�, ry�¢f ���f� �� Eo��o�, s� �atw� xz=tratrte F�# �C�1' �"lalc t5pr ft Com�us�an�r f'0 4 l��i n.-t. 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PEET HEAT TftAfUBFER MULTtPI,IEA HEAT GAtisi ' � N 15 19 23 27 31 35 1b 17 f3 T1 23 26 1D T2 1A t6 17 i9 NE&NW 35 39 43 47 51 65 30 32 34 3fi 38 4Q 22 24 ZB 28 30 31 I F&W 5D Ss 59 82 Bfi 70 95 dl 49 5t f3 55 35 36 3H AO 42 44 - - I SE 8:SYJ 4D 4i 48 52 5{i 80 36 3� 39 At 43 45 29 30 �2 3A 36 3f3 ' 5 25 Z9 33 37 �11 45 �ti�22 2M 2B �8 30 ifi 18 20 :12 24 2S � DE�Si+Gfil TEMPERATURE Di�FER�NCE ' DOORS SilUAAE �0 76 2D 26 30 36 BTUH � FEET NEAT CiAI(�t HEAT TRQNSFER 11AULTIPLiER � S LID WOOD �.3 B.b 10.9 13.2 14.4 15.6 SQLID WOOD•' 4.2 5.7 7.3 8.8 9.$ 14,4 I ME7AL URETIiANE 2.6 3.5 4.5 5.4 5.9 6.4 � � METAL JREfHAiQE+' 2.� 3.0 3.ii 4,6 5.0� ^�5.4 'Weathntstt'tpped a�Stom� � /��'" ,r',,�� h� ,�a .:�. a:?fc,t� ; CEIL NG F1Efi HT x �� 'r�-lti►'t .� � 1 t'� I .aROSS WALL � WALi.:S yy�ryDOWS& DOOR ARGAS ' __ � (p''� ��-' � i AtE7'1NALL AREA � ' v SnUARE DESiGN TEMPEpA7URE DtFFERE1110E gTUH � FRAME WJ4iL FEET 'IO i5 ,Z4 25 �q 3Ei HEAT GAIN � HEATTRANS�R MULTIPIIEi�_ _ Nq SNSUTA"i40N 3.7 fi.0 fiA 7.8 8.5 8_1 I R-fi.3"INSULia710N 1.2 i.7 2.t 2.6 2.8 3.0 R-13,3-1/2"INSULATION 1,t 1,5 1.9 2.3 2.6 27 � Fi-13 + t"PQlY87'YfiENE RR. 1.1 1.d� 1.� 1.8 2A � R-19 + 1/2"POlYSTYRENE 0.7 1.0 1.3 .6 1.7 1.0 C7[SIGN TEMPEAATURF UIFFERENCE 1NASQItlflY WAiL SA.i1/kRE 10 1fi 2U ?a 3tf 36 Ri"Uht Ad30YE GRAQL- �r�t HEAT TFlAkSFEfi MUtT1Ptt[fl M�T�'�� IVO�NSULA710iM 3.2 5�8 0.3 10.9 72�! t:i_4 ' R-5, t'°lNSULATION 0,9 1.8 2.9 3.1 1.fi 3.8 � R-11,3"INSULATION 0.6 U,9 1•3 1.8 i.8 2.0 ' R-13 6"1N5ULATJOt@' -' ' 0,3 0.5 .Qc8 1.0 1.2 1.3 I . . ..��_ .�.-,._..._. . ..n.Lz�- *..s_.a�.....z_a- .....__a.�_�-.��.r_:_+�a�r^.�n:o--�r--_^*�-�s�m�ca,;-•- � SEfllS��L� #��l�7° �ii.41a11 �11F�X'i�TAl. . � -»��-.��m,�_ _-�._�:,-__�__�z,�.-,�...�����--�,�...� ---• � ���,.,m.m..m,_.,�� _ _... _ . __ , �_-_ ,_- _--- fieat Loss 5ubtotaf from Pa4e 1 � � - .�-��--•--z-,�._.�_. .�_--:._-��-�s--___=-�......2--�T,w.-�-�z�._ _._�.____. ..._. �.��------=_._-' t 5QU4EHG DESIG[d T�[PEf{AFUftE!}lF�EREA'CE CiTltld � C�t1(t�13 �..�. 3U 3G 4Q 45 50 �. E�J tiS 7� TS 80 u 96 95 tiEPtTL(3.i£'i � � KEATTf{�ih'3�Eti R4UGTlPUEft � . N INSUI.ATtON fA 21 24 27 30 33 39 A2 �S i8 51 C( 57 I R-11 3"INSUiATfON 2{3 3.1 3.5 4.0 �4.4 4.8 8.3 a.7 B.2 .8.8 7.0 7.fs 7.8 &� ' R- D G,'1N5UlAT(OtJ 1,8 .9 2.1 2.4 2.6 2.9 3 3. 3.7 4.0 4.2 4.6 4.8 S. ; R-3Q, 10"(�tSULATION i.0 1.2 7.3 t.5 .B . 2D 21 2.3 2.6 2.6 2.8 3.0 3.i .R-38,�12„ItJSULATIOM�•_._.._ _�_ ,_ 0.8 0.9 1�0 t. 1.3 1`4_�i�.+i:7 1.8 2.0.�:1^,2-2-2-9..2-6:_-._ , . .� _ �_ _ -•. ----r,=�cs:a:,�z» •t.__��sc .. r.e�.na arsc,�„v=_�:v.a�-�,�.�.._z��::-�. .•:--- ---,.,.,.. � • FLOOI�t3V�A AAl St3��l�.� DES GW 1'CA4PERATUf�E DIS�flERGlJC[ g�'tdk t �• UAtGOQ�IU!"IIOFlEi3 b'PFiCE FEEl' 30 95 AO 4G 60 56 80 A5 f 7Q 7,ri B �'o �J tiEA,T LQSS ; , � A EJ6k• la,UL R t�R � � 's ND IAlSULA t h1 t0 11 13 1 16 17 19 21 ?-'? 24 ?b 27 70 30 � fi R-1i 3"lNSiJLATiOM 2.d 2.A 3.2 3 4.D +1:4 d.8 52 6.8 8.0 B:d 8.9 7.2 7_B � . A-19 6"IPSSSUtATION 4.fi 1.8 2.1 �.6 Z9 3.1 3tl 3.6 3.9 4i 4;� �.7 �t:fl • � d � R-30, 10'91VSULATlON 1.1 1.3 1.6 .7 1.8 2D 22 2.4 2.6 28 3.0 3.1 3.3 3.5 i - DESft3N 7'EMPERAYURE O(�FEREWCE ' I' BASEf�4ENT F!.(')Oii SRUARE � � 4A � � �� � �y 7� � Bp gy RO 43 �7UM FEEF HEAT TEtAt�lSFER MULTIPUER �'��AT LOBS i BAS £NT FL(30f� 0�8 1.0 i.t f.3 i.+F 1.6 ] 1.8 2.p 21 22 +4�2.5 2.7 ; _ .,,�.:� ' _. - •-• •-- - ���.�--- - --- CDMC[3EFE SIAB tStiTKQUT LtNL�R �S1GfJ T[MfiERAI'URC DIERC�Ef�CE ^T� ����FH ' j �R(AttETER SYS1'ER'P t"QOT � 3B 40 50 66 6Q ti£i 7A 75 �I} D5 �] �i fitE'AT l.OS6 � HFA'T TR NBFER NIULTIR ER ; NO EDGE INSULATION 25 29 33 37 41 46 49 b3 fi7 81 66 69 73 77 ° � i"FDGE INSULATION _.�----- t3 16 17 19 21 ?3 2S 27 ?9 31 33 35 37 39 _----.__ 1 i - - - . 2"iN5ULAT10N ' 6.3 7.4 8.4 8.4 10.6 11.6�2.B 13.8 14.7 16.8 18.a 17.8 18.8 20.0 / , � � _.�:..„- ,=« - � � j I .-=.�>---.,-�_�:,-�-.�.,-_ , ; COhtCRETE SlAB ��ygp(q T DESIGN TSMPERATURE DfFFERENCE ' W{YH PERiMETER SYS'fEM SA 35 40 -05 50 56 60 &5 7b 76 80 �S 90 � CiTU�I � ss�t�1��C! NfiATTRANSfiER kTULT(PLtER ���T 40S3 � NO EOlSE INtSULAI'tON 87, B'! '7g 86 96 105 174 124 133 143 l52 t82 171 T81 � 1••�ac�r�su�noN 3a ao 4e s2 sr s3 � �a so as s� s� �o� �os a•�ea�E�r�su�,nnar� se � � az a� ei �o s� s� � � �s ea ss � , � � � � An add(ttona!inN[tralloi►lwEl is caku�aced s++1y lf the hea�e is too�edy sanstcucced ac wfuan iviado-w ia�ltrrcforr iR grc�tao i�}tar+.6�G[�M p$r � � lEnear foot of cradc. � i --- -- a �LUaR SO.FT.x cx�ur�►�rtacrsr � CUDi.0 t"f` ! C - INFIt'fRA770fU/ " ! 1/ENi'ILATtO{U 0•40 x--CUB1C FT + 60 = CFI14 � MECHARfCAi.VENTlLA7JON CFM = FAESIi AIR fNTA(CE � fSE31GtV TEMPEARYURE DtFFENCFlCC DTUH � ' CF(�9 3D SS 4D 46 60 66 64 66 70 7fi 8fl 8�i 80 93 79�A�10$S � ���� , fiEATTRANSFER ft�it1l1'iPLIER ��, i INflL7HATION 33 39 44 b0 55 �St 68 72 Ti 83 88 94 99 105 _._..,,...._,. } MECFfAp21CAL'VENTILATION 33 39 A4 � L�.''i 6i 6B 72 T7 03 $9 94 93 iD5 _ L � . -- c-r�trccx�s. --- � M�l�'�`LO�S SUk3�f1�"['f�L � :��_-_._., � z =� . ; aucr�oss _ " . Qi't14!KCAT LO S . � R-4, 1"I'{exible elarr�r(nsulation.ADD 15%f.iS) - R-7,2^Haxihle 8l�1mt tnsulation:ADa 16%{.iQl � � _� .__ n------.�, -..-9.s_. .--�--_._._ .. - .•-- --_ __�z--=--=--._--_-•-__-- i 1:�-.�. - �-^-"'-'--rsc---��== _ __�r..---.--:_----_.�_____'.._..""__ ' 1 ,. � E 0'�'!�� L-[(�tAF f.C)S� '�-C� � ; --n-�crrr_t-:sr+n:r...�•.-_ �. . _ - -- � NOt�:All Heat 7rartsfer Muliipliers from ACCA Manuel"J"Sixth EdEt3oh. • (]4G48) _ ' � �{L841-L7 111ho U.S.A. � : � , -- 2465 T�? Residence � � < ��p< ���� � � � ��� � �. �ali ��� �;�iil � i _ s � ��= w- 4�'�- ���I-6 '�" t w�'iq�.„� �; '� �'�X i� {'��,"��x�.����iN i��piii�:4��� � � ���:, � � �� �. � i� �• 5� �j5 p q�� �� �.�^�'�`�� ��`� ����f k �������«M�. r r 4 G-� n�fl��C t"8B¢i I�II��� ��d�Y �J�� ������'�(���i�� 3,g: �w�� c � �m . �'a . � . w � � ��' �n� yR4�3 r.�a--� _' _ . . '^.; ., . � . .n ..`- �� ;,� ,,. , _. � I���. ��' iIv ��� �.I�� III i �� � _ �� �� � .+; ' i �� «x E_ � I -�oaR'rf � � � �(F^ ��:;r" �� ,R�,w� � "'1 �• �a 16�I 2465 ftemodel __..._....._ 1 n i . �r �r,� � � , � � g � � W���M ti� t,.�„:� ° I �.,� � = 1 � ...,. �:: . Cover Sheet S S � 3 � co�:i��<no„ p .. ... .„ „ 000umenes 3 d i SHEETINDE%FORTHISPACKAGE General Contractor $tructural Consultant Civil Engineer Architect _ # # Crown Construction Company Mattson Macdonald Young Pierce Pini &Associates TEA2 Architects, Inc. __ � 5249 Golden Valley Road Bassett Creek Business Center 9298 Central Avenue NE 2724 West 43rd. Street -- g Minneopolis, MN 55422 901 North 3rd St., Suite 100 Suiie 312 Minneapolis, MN 55410 -- s Minneapolis, MN 55401 Blaine, MN 55434 -- ( -- � Phone: 612.868.1899 Phone: 612.827.7825 Phone: 763.53.1311 Phone: 612.929.2800 -- i -- ! Contact: Contact: Contact: Contact: p Willie Anderson Joe Cain Kevin Gardner Motthew Erickson A O.O � /1 r [ ADVANCE SURVEYING& ENGINEERING CO. �� � ���I 1)91)HigM1wxyl MimvmYaMN55lCJ PMrc19JI14]i]9fi1 Fexl9f310�IIJ]S �` `�` `,1 . suR.erFox:JOHN L/NDAFIL,JR. �� a� � I s�mveveo:no.n�nR,xrus ortnFreo:rvo.��nR�a,zaon � , � � neviE�wamn.�is.xoo9�o�a��rr•n�aa�ua.�W— �� ��\ 'po� I aev�i'�o�ua�x�is.zuwm.m.�.�.uaw.orxu�� / � �.` �p. A'OfSE6n�im,xme,��,i�o.�rm,��.�yim.r���rrre.�.w / � � � RE�V��'.FeMusryB.101)roadd<awwnym�levniw�mtlmi4ue. \ •�� \ LEGAL DESI;RIPIION FON 24M1f NORTH SNORE DRI\'E: � � l \ �O� � I ThrtpvnaiZmvavmtW5.5ectiw9.�p11]NaN�Paoge33WnioftheSWAiociylMCMianEcwiM1edvfollow: / � H� Oq �J� Cnmmm�iugxap'niinUennmL�ofCwmryPvWNa..SiwM1i�hpninlii�J'1Afu[dueWes�afapmn�wiM1eFadlimof�aitl � \\ ��^ dq NI Seninnv.di.umllMfn�SauNnlNeEa..tque�r<a faid.en:m:�nncsrvmAnlEsg�mO�minm>WmalmgNecanelire � ��my� ��\ y �c�.b«mn�«e,a„w�.�orsn r.a:w�w,w si xw�n��i�w�.,i�ti���rM�r.ma�,a.,a�si�«�r inn r�: .� �I iLmreNmWSVEryeallmimnnWenel�nBNecen�alinenfeeiOmWaNxencenfJl.vGf i:�AeeceGu�hJltlegren22mimm3V / . '��\\\ �� � I �aml.wwi.5ln n Rn,mart or leu,�o�M elv.s nllske Min�nka.mid lavimemimKd lirc being liaeinafia rt(erred�n u'Line Z': / �\•, �\ � � Wmas Sw�hsesurlY slo�uiG Wae tioe�o iu�n�ma�im�mW a li�re IKvivg Sou�h M dcy��s�n]minuw Wa�lmm We p+ini of �- •B Uegivning;Wena raM NI deym OI minuin Een.52J fa5 mae m Im�.to�M1e paim Mbee�neinp. M1e / � s�u�R��o�..�..�anro,a.....y �o / - i�n \� �'' �'� p� i rYmo+ao.a.>m n.�aixren��.�mn.me�m�eim.ora.�a�.mnd�sm«�nm.. �/ �n_ . �vv � / q� y.` I a r iw�.,;c.���:mN.�.w��n��m.u���e,r��e orc���ny aow w�.si.m.n��m�.an a nn a�wa�r.w+m����n rz or � � ,va s��uoo a,am��izan r«i sM�c orwc�n a�.w�or.va..��mo;�rbnn e�a�ero ae m�Min w�,i.io�e m�<MM. lina(nidcaumY����eoffOta:iMnnNmM1nlEeprtal]minumWe���I�mp�liettT�erliiuofuNwW3PAf�aiM1e / - - y � poinlolA�inninN:rMn�sSnuO�)Adegrtee0)minutnWen,adiauvirco()9f:�Mi<sSwlM1wa�lerlYrlw�yrlanF�iylrvrvewiM1e / �li_I�.�^�V `� \>a� wruesmrtur�� �el�i.�maad�merienr.a..d���orimnr:in�swm�ne.�,mx��os.a..oa.w�a..d�w��ra.zsrm.m /� � .�• �` � ,��� � ,� ��m���W�m vw�uz z•,..�a wm�or�m�im�u�me n�m.nR rtr�e ro..��rami n^.�a sun uM mnR����n�„� ,�� T��,nn�,.ai�.��M��r.ed.rt..rwm�o.�..�Ponwizr m,.wm,uK�.rM�r..�a...��n�mea���n�a.� / � a�' ��'�,� \ I r��:e.a�ra,r�mi��a•eo�nn•,u�«am��mxsmnnina.p�sammm�an,.�a,a:w..�,,a�.monorzn.�or�: / . ,-✓ �`� � u�esMineny.���a.��emud�w.�m:ien.�m.�.e���rzsra+..a�.ue�:�ra�.ner;w�s„�m:�n•e�R+aem�,,,�u.�i .�..•o�w.E.,�,.a�,w�x or+»r«i�o��Ma,.�nM�..�m w�a•i�re r.�d..b uz in..���m.n�q. / 5 Si�leWea oflwW.aid Jeivewny e.remsntr�hall h atmdeJ a aM1�meoed io�amim�e a We ume*li�re offuuwy Rwd No.51 wd wN �/ 4 d ��- ••LircZ". � �-'� ` \� i�vaP�OPE) I Subltt��oPubli<ea�emm�inCm�nryRm�Na51 / ����� � ` %/, ��O�AQf�l}-�� ortl�epuryoneoltM1inEnenption�l�eEutlinen(Cn.emmeinLoifinunuimdtoUee�rveNanM1eMSau�M1line.eawtinglotbeUnited �'��- �1��_�1�n�vV ��� � J� % S�eteaCoHmmeniS�nTY�aw(a�b�irvusu�Hw�W�CwMy.MimaMa. 11 �-'-' y/a �, � � ``\ a • i� �` --- /�. r _" - -,-� � ;/ `4; "", _'_- PR(1P(1SLUPARCELC(1NTAINS'.)O,M]SqFlvmevuMwtM1e(1N.W.lioe.'IhiamacalmU4mdaaomivclutlslMtprttimof ' �'� � wev�.iyma.�wen�wsn�reu. L""C_ •�. ""_--__,,--' �/' ,,,,�-'' - a i� �� ' � . . �,�� . -_ `. :' i a „� �� ---'_4�+,�.,�.����/ ,r�'` ` .c ° .j'I / / ""- ' .� '' � ---- - / '-'-'-'- - ' `�: ,j/�° o J?-_ � \ / ' �`, J �' � / �` � ' �'�,.----�,L_ - -- , ;�'%�`v'�X ''� �'`,;� < � � � '�\yi � 4 '�a �z ;, -� ``.��` � a ' .,\ i 1 � �' / s!=?"Q {� 4.i1 i � •� a �@\ � ` i ' %� •''Y � —c.x�+°,r' _ \ � `�� ' i/j / ;�/ � � �'• _ ``�\\ �� i % � ( / ,.\ . ``�Il`�1 i // ` � ♦ do � ` ` \� '\ \ \� � i �' � r � �,g �\'�� `���.\+�� � � .....�� i----r� ``j • � v J' �.\ ,`:� �\`` � _ � •S.i� iai�� v� °aq� i �`° �\\`::\ .! � S ••� •~ �� `Mp ``� , `� � '� �'� .\� � .d �� ��Ar9 � �� ,.\°! v `.\� ! �p{y.r• —�r�'� � Y `` %! "-P`�.I� �� `=: � 4 � �d�i - \�� � Fi�, �.\• \` \ \ � �\ �� � \ �.i r �f� ♦ ��jj• .';� . . �� y� r�1r �'��r \� ���M� \\ ``�� ..�. `W !. �d�' \ ,``I � T.,�_j3�1 � . - , ��� , '�.;� � ��`a . >•r..� �, '`` ,,� `I 'i� I i �� h✓^.� `` �;y�t \\ � �..'t`'`t��/ .r. "2 ``ry •+�,\ I i ' 'F' -� `� \ : 8. � Y i,` / ,�/��\ ��I I � � '� ' ��� . �. caeawc scus \�� Y'` ,1 rr' � Y i� ' i � � �.\ a �'� l � '���'Y '�— ��� \` �� . �l^�Y� � ♦ i � /�_ i.�� � : , C:. �' �ro ��--'-'� � \ :'�\�,;`r``',�•,`;`` — .�. // � /��--- - � � +. \,' .�`,' `� �'/ i I �� �`� \ �•,�>: , :•.\�d � I ��i 'L��,� �� �` ,•• ,\� ��� � � � � �� � \`��'• ,�, \ i� �/ -� � .�WR. ��,�° '`;�'• �.,% j ' i�m��e We e em�,a a�n�,���n��odary i��s orme en�,.e ie�i a�dP���o. �� � ' �� � 2.Showing Ihe bcalion of existing visible improvemrnls. ���' \ / l.Setting new monumenis or��erifying old mm�umenls to mark�he comers of tAe propeny. � ( � � 4.Preparing a lopographic inep of the si�e end of an averlap area of 50 feet The elevations shown rela�e only lo the \ � benchmerk provided on Ihis survey. Use that benchmark and check et least one othn f mre shown on 1M1e map LEGEND � ``` ` \` �vhw dRermining oNer elevations for use on Mis sile. � - � �`� \� � \ 5.We have Ixrn Nmished e eurvty compltted M1y Kemper&.Associetes ine.,which we have relied on,per your � _ a.\ �' �`�`\�```�---� \� inswetiortw.for leyel descriptions,easemwls aM oWa iut rmation,bu�lhe s�cope of wr services dces not include ��` � verifying Ne accwncy of the infortnetion ahown an ehat survey. 0 � ``,�•.\�`.\��\ ' �` STANDARD SYMUOLS&CONVHNTI(1NS: � 4i-,::: • - \�4;�`� / "�"Denotes fowd iron survey marker,wless oNerwise nmed. � _ � � � CERTIFlCATION: '�.� � ` � I hereby cert y that Ihis surv es prepared by me or under my direcl supervision and thal I am Prolessinnal —_—' q � t\ „�Y'� Surv yor �heLawso( m (Minnesou. - -' � `' �/ eyne W.P P.S.No.4JSnJ --..s.o�.�.u. \ ;. \( 0-W'°"""'� IJ1iG. NO. 190067'T9 ADVANCE SURVEYING& ENGINEER7NG CO. �' � �� '�y 1'191lHighwryt ALmxudq�QJ55315 PMn(95_)Il6'I961 Fn(9ii)WI11'IS �\'� '`/1 _sim�ErFun:JOHN LINDAHL, JR. � �-. a `\ � SURVEYED:Nmrcmber,1009 DRAFlED:November l<,E009 � ` � �� � I kP0I5E6'6amxris.zasm�a�m�5�wni.ma�rK,w. � ��` �\ '�'O� � -E475E�DcttmEsrI5.I009bJ�ow+VP�ima�edeieddelieeauae '� O�. J� kEOI§E6 ApN 30.M16,b eAov peliminary la aplii fa miew / � � \ I f1�0IS'6FSU�wry B,]01)w a0tl cwuorve.npoi dwetiow end wJiiim. /y RF.�IS�DFebwryl].I01]to�AdpopasdadAiionio2l65EwdIi�eMmeaauWqopoesAconwun. // \� �� �yO�p_ ' +� � LEOALDESCIUPIlONFO¢2<65NORTHSHOREDRII'E�. / \���� ��. 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' -�'� �i u a s�qmmp�umedemr.�r�cown'rtwu�.si / urrTi en�n .,;'''' ' _ _e ._...-- / /F - -'-' -- _ ) --w:m !'- �.0 ". / ` �w,��',' / '�� `' -- `71=---�---� FwtlwO�eWuoflN�EeunDGon�IrcEullikoftiovemmrnlLOlSuueumMbbeabueNoMaMSauN4aaa^�diNbilrUmieA / 7"""--••C��-^ ,,�--'��,j �'� ���. " / '� Q e - /, � St�IroGmxmnrnlSim�rytlwsofutl�i�IsinHrnrcpnCam�y.l.finmou. /�• ��'--� ���� � / L_� � {(�'\y _ _�_�_���� i�'' t/r' '� ``� ��' 4 � �-'����•` / PROPOSEDPARCELCOMAINS:]D.t4139F1�emcuwM�oikUHW.li�rc.11Jam�ulcWatiwOmiMirclutleNnpauonof -�� �� --��-� �. �- ���y.i� _ �q5��>� �' f'��/'Q -- " • NeP+rtell�WwiWnNm@SMrtU. /� -_'-��i����=",�, ,/' .�';'" .--- " ',!e'� `:e� ' / � . ; / """' ��� �r"� ..,.._. _...,r"� / ' �""""" / """'-_ " ' __ ' �_'___"-= ,,�-".����:"__' " � /���7�� fi, r � -- `.,.��u.,.. ____"''- �___'� -_- _-____� � a�_"_� �� � ,, � ......- ; � _ �� � -_--_ _..._..� -. .� -.' _�."__' _ __ _�_'"'___' i ...__. __ -- - - -�;Y, - . ��- J � �n,' `�_� .' ..�a. .:' `\,:''/ �-W � �_------ ,�����:_�.:_�--_--=__=-_ __---_�-_"��� :/J- —'----_�---�����=�;��~K�.� }� '� + � / /:� ,:-----: '��=-��.:_---__—-- ---_------------`_--�------ t_�%=� �� •� '�� -------------== - _ __ `- ----- .. 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'.. � ��L i i �\� �..` \`.\ '• �� � � � I ps I'f '�, ^� \•.\ \ r,�°��' � ` � / � i\i/ �70s`� �` '••;�i ..��W� � ��� r .�� `, y�� \ ,``I T���'+0 . ,_'i�;., C � �' , ,� /.`�" . d; 'i i � ! �'�. . �\ 'C! ,� � i `���� '!y��� aj � !:) s.J' � :l.�.. ��fi'�y � I �`-���`-,�tr.�k y.� � � � � ti !�� \ � I ��- �� �='�. � '%� 9 I i 'F' �� ,, ;., �. � �� `::-.� �.' ��.. /� = � .\ . ` •,,.; ` ��� i '�-,., \ •., � , ' , i cnneFuc xet,e ��`���\-,.. R„` P ia -�;: ���•� .. \i � �.\\•\;;;\ a .,;: .� _Li ."�:. i • �-- � �_ ..v ,�\ : 1 ,°a.` 0 4' /i ��/^,"'__h-' \� �� � ��� �� �°er�b:`'` +n i��� '. '.+.`'\ �i\ 00 � ... / �' � •�' `` ti S',~� � �/ / / SIX1PE OF WORK&LIMITATIONS�. �'�L ���`\ti "x~ \�``.'•j�. .••��.�o � f � ' /� auNg �g � ��i�o�o �nm�y u�s or me ano�o ie��a�dPi�o�. ti �\e - ---- 2.Showing the Icention of existing visible impmvemmis. ^J.��' ��� -: . a � �� 3.Seltm mrnls or venryin Id monuments to mark the comers otihe � ' 4� , . ,/ B.new monu g o pmperty. �,` �� •, ��'��� '• '•,; \'/• , •v � I 4.Prepanng a topogrepLic map of ihe si�e ar�d ol'en ovttlnp area of SU fxt 7Le elevat�ons showm relete onW to(he +� � � � �' '.� A+�, �� �� bencNnark provided on Nis survey. Use thet benclunark and check et leas[one oNer fwNre shown on IAe mep � �'�'y,,• '��J`R:.3•� /' / �vhrn delelmining oNer elevetions for use on this site. \ �K�`.;� \�,� ;�e'\`: ���% � � , 5.We heve been fumished a sun�ey completed by Kemper&.Associotes Inc..xfiich�ve hnre relied ort per�'o�v y`., `� instructions,for legel descnptions,wsements end olhtt inlolmation,but ihe scope of our ernices dcea nol iriclude -� �'��'. �. � v i1'y�ng 1he occumcy ot ihe mfolmetion shown on iMt survry. '���'•� � � 6 WM1ile xx aAow a proposed location Cor ihis home or eddition,we are not as�amiliar with your propo d plans es LEGE�ND ���. � � �� �� r you,vow arcFtitx4 or�he builda arc. Revie�v our pmpoxd locotion of the unprovemems nnd proposed vmJ ¢ _ �\ � ���` �` ��. `i Brades carePolly lo vmq Iha[Ihey match yow plene before conswclion begms Also,we arc nol es f iliar wilh p _ ���, ` e � local codes end mimm reyuuemenls as Ne locel bwldmg and zoning oRcials in tlus commumN ere.Be sure 4�\� Q� m shou Ilus survey m id off iala,or any olher uRciuls Nel may have�unsd¢tiun uvtt the proposed e ' +'� '����;��\``� � `.�. -�p vnprovemenix end ob�em�hev approvals before beginning construclion or pinnning improvemenLe m ihe proE+e.rry-. '"'u` ' . •.. � -ne�serm � ..`;,•.\\``\` y g -ex.�e.0 . v� • - ' �.,�;._';�...��. ��.. 's 0 _ ,\��,•,.���� S"fANDARDSYMBOLS&CONVEN'fIONS: ms... un� ��,'•:.;:`:: �. 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' 2465 ' Residence 1621.00 , Permit Packa e g ' Issue date: ' March 22, 2017 _.. ;:��., ���: .. ,, S� � ._ .. .. .., .. . « .. . .r,. . ..., . ...k,...�„ .,_ ._.....ea a+,__��'�%:,''�"��3;d;; 'T�4,T,�-„_. . ._. >:,.. . .h..s3 iff�,�'�:'FJ'.&�� ;f � ' ARCHITECT: � TEA2 Architects � 2724 West 43�d Street � Minneapolis, MN 55410 612.929.2800 CONTRACTOR: ' Crown Construction Company, Inc 5249 Golden Valley Road Minneapolis, MN 55422 ' 612.868.1899 STRUCTURALENGINEER: ' Mattson Macdonald Young 901 North 3`d Street,Suite 100 Minneapolis,MN 55401 ,� ' � SITE ADDRESS: � 2465 North Shore Drive � ' Orono,55391 � . � t � �� � ������ ���� .� 1 _ . , � . . . z :. � . - � :. Y� � ti: t�k�',�n+F`7�q k �g.: .df' �4x �}���C' x t �`�,�,t^�4T� f F, ' t � � �& k td a'.'�� !" Ct 3 ' �L �au �` ""3 k ,� a�'�,�1 t y .-x z �`,k" � ,'a�z� 3�,��`� �t s � � b I'f�" � � � u��p ` ��� � ���� r� � � $ ��'�.,�y.�. a�'��ic.-��,s, � ,�" �+e ��' "'.�-""�j� � r 4 k�. f �. � �xs�'t x ��� t.��a ' � � "�� � -.�" } �. � A ��`}}.`+t nx'^`k� �4 L t f � ���3'� � :.i £'1 3 � : � � r ���`t �m"�' ��rY3 ✓4 ' � f '�� i��SA :� ,. . .. . , ,.s< ..... �_, v' , . ��:�,.en.4,�,���,��.a�8��.. R. _,, ,r�r,s��:�.��3St�.��, _ %e$3:3��<�?;������...,. . . _ .r.�' ;'� 3 �.�,�s ..��3� ' PART 2-SCHEDULES Window Schedule TEAz Arthitects Page:1 of 4 ' LindahlResidence-1621.00 _ _ _____ —Date�03.131017 Size Type No Room Room Mfr Code Notes ' FrameSize Jamb (Name) (No.) Ext./Int. Operation Screen (W"x H") Size N 101 NOT USED � N102 NOTUSED ' N103 EntryHall 109 CUCA2056 20"-55-1/8" Clad Fixed N104 EntryHall 109 CUAWN2020 20"x19-1/8" Clad Fixed 1 N105 Entry Hall— 109 CUAWNXX20 41-1/2"x 19-1/8" Clad Fixed — N106 Entry Hall 109 CUAWN2020 20"x 19-1/8" Clad Fixed , N107 Entry Hall 109 CUCA2056 20"-55-1/8" Clad Fixed ��N 108 NOT USED LN109 Dining Room 110 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw ' Below I N110 Dining Room 110 CUDH-NG2816/32 33-1/4"x 55-1/2" Clad Double Hung X Cottage Custom Width to Match Wdw I N111 Dining Room 110 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Below ' I N 112 Dining Room 110 CUDH-NG2816/32 33-1/4"x 55-1/2" Clad Double Hung X Cottage I N113 Dining Room 110 CUAWNxx20 33-1/4"x 194/8" Clad Fixed Custom Width to Match Wdw Beiow 1 I N 114 Dining Room 110 CUDH-NG2816/32 33d/4"x 55-1/2" Clad Double Hung X Cottage I N 115 Dining Room 110 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw Belaw �116 Dining Room 110 CUDH-NG2816/32 33-1/4"x 55-1/2" Clad Double Hung X Cottage � N117 Office 112 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw I Below f I N118 Office 112 CUDH-NG2816/32 33d/4"x 55-1/2" Clad Double Hung X Cottage ' r Custom Width to Match Wdw � N119 Office 112 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Below �N120 Office 112 CUDH-NG2816/32 33-1/4"x 554/2" Clad Double Hung X Cottage ' I N201 Guest Bedroom 201 CUDH-NG2830E 33-1/4"x 67-1/2" Clad Double Hung Egress Widnow �`. _. —_. . _—__—_.. _. ... _.. . .— � - -- -- - - - -� -- --_. _. - - ---- N202 Guest Bedroom 201 � CUDH-NG2830E 33-1/4"x 67-1/2" Clad Double Hung Egress Widnow I�N203 Laundry 208 CUAWN2632 26"x 31-1/8" Clad Awning X e � I N204 Laundry 208 CUAWN2632 26"x31-1/8" Clad Awning X h-- ' � N205 Laundry 208 CUAWN2632 26"x31-1/8" Clad Awning X N206 Bathroom 214 CUAWNxx20 25-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw Beiow , N207 Bathroom 214 CUDH-NG2014/30 25-1/4"x 51-1/2" Clad Double Hung X Cottage N208 Bathroom 214 CUAWNxx20 25-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw Below N209 Bathroom 214 CUDH-NG2014/30 25-1/4"x51-1/2" Clad DoubleHung X Cottage , N210 Bathroom 215 CUAWNxx20 25-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw Below �r N211 Bathroom 215 CUDH-NG2014/30 25-1/4"x 51-1/2" Clad Double Hung X Cottage ' � N212 Bathroom 215 CUAWNxx20 25-1/4"x 19-1/8" Clad Fixed Custom Width to Match Wdw Below �� N213 Bathroom 215 CUDH-NG2014/30 25-1/4"x 51-1/2" Clad Double Hung X Cottage 1 I- -- ---- ----_. __--� �--�-- --_._ - ------- . _..— ._—_._. __ .._..._—._.-_... ---� --- ' PART 2-SCHEDULES Window Schedule , TEAZ ArChiteCts Page:2 of 4 Lindahl Residence-1621.00 _ -oace:03.13.zc17 ' � Size Type i No Room Room Mfr Code Frame Size lamb No[es (Name) (No.) ; 6ct./Int. Operation Screen �_ (W"x H") Size . us[��m'.`i�idth to Match ' 5101 Library 113 � CUAWNxx2�'x 19-I/8" Clad Fxed Wdw Below 5102 Library 113 CUDH-NG3630 41-1/4"x 67-1/2" Clad Dou61e Hung X Custom Width[o Match 5103 Library 113 NAWNnc20 41-1/4"x 194/8" Clad Fixed Wdw Below , 5104 Library 113 CUDH-NG3630 41-1/4"a 67-1/2" Clad Double Hung X Custom Width to Match 5105 Living Room 111 CUAWNax20 41-1/4"x 19-1/8" Clad Fixed yydw Below 5106 Living Room 111 CUDH-NG3630 41-1/4"x 67-1/2" Clad Double Hung X � Custom Width to Match 5107 Living Room 111 CUAWN�u20 41-1/4"x 19-1/8" Clad Fized Wdw Below 5108 Living Room 111 CUDH-NG3630 41-1/4"x 67-1/2" Clad Double Hung X Custom Width to Match � 5109 Living Room 111 CUAWNxu20 41-1/4"z 19-1/8" Clad Fixed Wdw Below 5110 Living Room 111 CUDH-NG3630 41-1/4"a 67-1/2" Clad Double Hung X Custom Width to Ma[ch 5111 Living Room 111 CUAWNxx20 41-1/4"z 19-1/8" Clad Fixed Wdw Below , 5112 Living Room 111 CUDH-NG3630 41-1/4"x 67-1/2" Clad Double Hung X 5113 NOT USED 5114 Entry Hall 109 NCA2056 20"-55-1/8" Clad Fixed � 5115 Entry Hall 309 CUAWN2020 20"x 19-1/8" Clad Fixed 5116 Entry Hall 109 CUAWNXX20 41-1/2"x 19-1/8" Clad Fixed 5117 NOT USED ' 5118 Entry Hall 109 CUAWN2020 20"x 19-1/8" Clad Fized 5119 Entry Hall 109 CUCA2056 20"-55-1/8" Clad Fized � Custom Width to Match 5120 Family Room 106 CUAWNnQO 33-1/4"a 19-1/8" Clad Fized Wdw Below 5121 Family Room 106 NDfI-NG2830 33-1/9".67-12" Clad Double Hung % Existing Windo:v Custom Width to Match t 5122 Family Room 106 CUAWNuQO 33-1/4"z 19-1/8" Clad Fixed yVdw Below 5123 Famll,Roorn 106 CUDH�NG:830 33-1/i"x67-1�2" Clad Double Hung X Exis[ing Wlndow Curtom Width to Match 5124 Family Room 106 CUAWN�u20 33-1/4"x 19-1/8" Clad Fized Wdw Below 5125 Fani�I�;Room l0o CUDH-�iG2830 331/4"x67-7/2" Cl:�d Dou6leHung % ExistingWindow ' Curtom Width to Match 5126 Family Room 106 CUAWNzx20 33-1/4"z 19-1/8" Clad Fixed Wdw Below 5127 Fainlly Room 106 CUDH-NG2830 334�4".67-1/1" clad Doublo Hung % Existing Window � Custom Width to Match 5128 Family Room 106 CUAWNxx20 33-1/4"x 19-1/8" Clad iized Wdw Below 5129 Family Room 106 CUDH-NG2830 33-1/4"x67-1/2" Clad Double Hunp X Existing Window Custom Width to Ma[ch ' 5201 Mas[er Bedroom 217 CUAWNuz20 33-1/4"x 19-1/8" Clad Fixed yydw Below 5202 Master Bedroom 217 CUDH-NG2830E 33-1/4"x 67-1/2" Clad Double Hung X Egress Custom Width to Match � 5203 Master Bedroom 217 CUAWNxu20 45-1/4"c 19-1/8" Clad Fized Wdw Below 5204 Master Bedroom 217 CUDH-NG4030E 45-1/4"z 67-1/2" Clad Double Hung X Egress Custom Width to Match 5205 Master Bedroom 217 CUAWNzz20 33-1/4"z 19-1/8" Clad Fixed Wdw Below ' 5206 Master Bedroom 210 CUDH-NG2830E 33-1/4"x 67-1/2" Clad Double Hung X Egress 5207 Sitting Room 210 CUDH-NG2024 25-1/4"x 55-1/2" Clad Double Hung X 5208 Sitting Room 210 CUDH-NG2024 25-1/4"x 55-1/2" Clad Double Hung X , 5209 Sitting Room 230 CUDH-NG2024 25-1/4"x 55-1/2" Clad Double Hung X 5210 Bedroom 206 CUDH-NG2830E 33-1/4"z 67-1/2" Clad Double Hung X Egress 5211 Bedroom 206 CUDH-NG2830E 33-1/4"x 67-1/2" Clad Double Hung X Egress ' ' ! PART 2-SCHEDULES Window Schedule TEAZ Architects paqe:3 of a ' Lindahl Residence 1621.00 Date:03.13.2017 Room _.Room_ _.. —.. _. . Sae _._—._—_.Tra_—. .— _... _.. .._ No. MfrCode FrameSize 1am6 Notes (Name) (No.) EKt./Int. Operation Screen (W"z H"� Size ' W101 Garage 301 NCA2428 24"x27-1/6" Clad Usment % W702 Garage 101 CUCA2428 24"z2�-1/8" Clad Fined W103 Garage 301 NCA2428 24"x 27-1/8" Clad Casment % ' �W304 PowderRoom 307 CUAWN3820 18"x19-1/8" Clad Fixed X W305 PowderRoom 307 CUAWN3820 18"x19-1/8" Gad Fixed % W 306 Powder Room 307 NAWN3820 18"H 19-1/8" Clad Fixed X , W307 Offce 112 CUAWNxx20 33-1/4"x 19-1/8" Clad Fixed Custom Wldth to Match Wdw Below W108 Offce 112 �UDH- ;3-1/4"x55-1/2" Clad DoubleHung X Cottage NG2816/32 W109 Library 113 CUAWNzx20 33-1/4"x 19-1/8" Clad Fized �ustom Width to Match Wdw Below ' CUDH- �w110 Library 113 33-1/4"x 55-1/2" [lad Double Hung % Cottage NG281fi/32 W 311 Li6rary 113 NAWNxx20 33-1/4"x 19-1/8" Qad Fixed Custom Width ta Mat<h Wdw Below W312 Library 113 NDH- ;3-1/4"x55-1/2" Clad DoubleHung X Cottage NG2816/32 ' Custom Height to W113 Kitchen 305 CUIFDT60zx 72-5/8"H 19-1/8" Clad Fixed Match Typical Upper Wdws W114 kitchen 105 �-Uli-�v�oi0 -. „ _� �_I�d h�Jl ExiStingDoOr ' W 115 Family Room 306 CUAWNvx20 33-1/4"z 19-1/8" Clad Fi�ed Custom W idth to Match Wdw Below VJ116 FamilyRoom 106 NDM-NG'_830 33-1�4"x6]-lj2' Clad DnubleHung ri EMistingWindow W317 FamilyRoom 306 NAWNxz20 33-1/a"x19-1/8" Clad Fixed CustomWidchto Match Wdw 8elow ' W118 FamllyRoom 106 CUDN�NG2830 33-1/4"x67-1/2" ❑ad DoubleHung X ExistingWlndow W 319 Famlly Room 306 CUAWNxn20 33-1/4"a 19-1/8" Clad Fized �ustom Width to Match Wdw Below W320 Famlly Room 106 CU�M-NG2830 33-I/6"x 6�-I{2" Clad Double Hung X Exittin¢Window � W201 Guest Bedroom 201 NAWN3032 30"x 31-1/8" Clad Awning % w202 Guesteedroom 201 CUAWN3032 30"x31-1/e" Clad Awning X ' W203 GuestBedroom 201 CUAWN3032 30"n37-1/8" Clad Awning X W204 Closet 216 CUAWN2016 20"xIS-1/e" Clad Fized W205 Claset 216 NCA2056 20"x43-1/8"" Clad Casement X ' I W206 Cbset 216 CUAWN2016 20"x15-1/8" Clad Fined W207 Closet 216 NCA2056 20"x 43-1/8"" Clad Casemen[ % W208 Closet 216 CUAWN2016 20"x15-1/8" Clad Fixed __._ ' W209 Closet 21fi CUCA2056 20"x 43-1/8"" Clad Casement X w210 Closet 216 CUAWN2016 20"z 15-1/8" Clad Fined W211 Closet 216 NCA2056 20"x43-1/8"" Clad � Casement % � W212 Closet 216 CUAWN2016 20"z15-1/8" Clad Fized W213 Closet 216 NCA2056 20"z43-1/B"" Clad Casement % IW214 Closet 21fi NAWN2016 20"�IS-1/8" Clad Fixed ' I W215 Cbset 216 NCA2056 20"x 43-1/8"" Clad Casemen[ X W216 Bedtoom 206 CUAWN3032 30"K31-1/8" Clad Awning X W217 Bedroom 20fi CUAWN3032 30"x31-1/8" Clad Awning X ' W218 Bedroom 206 CUAWN3032 30"x31-1/8" Clad Awning % Notes: ' 1. Manufac[urer to provide(24X36)shop drawings for review and approval. 2. lamb eztensions supplied and installed by Contrac[or where indicated on drawings. 3. Egress Locations:Contracmr to identify required egress locations. 4. Safety Glazing Loca[ions:Contractor to identify required safety glazing loca[ions. ' S. Fall Protection Hardware Locations:Contrac[or to identify required fall hardware bca[ions. 6. Manufacturer to advise Contrac[or if Factory Mulled units ezceed recommended shipping/installation limitations. ' PART 2-SCHEDULES Window Schedule � TEAZ Architects Page:4 of 4 ' Lindahl Residence-1621.00 Date:03.13.2017 -- - — __� Size Type No. Room Room MfrCode FrameSize Jamb Notes ! ' (Name) (No.) Ext./Int. Operation Screen , (W"x H") Size I -- — -- }— _ _� ESO1 Family Room 106 CUAWN3232 32"x 31-1/8" Clad Awning X Existing Window E102 Family Room 106 CUAWN3232 32"x 31-1/8" Clad Awning X Existing Window I ' � E103 Family Room 106 CUAWN3232 32"x 31-1/8" Clad Awning X Existing Window E104 Pantry 104 CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X I ! _ I E105 Utility Closet 103 CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X I t 1 E106 Mudroom 102 CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X � E107 Mudroom 102 CUID 3070 86"x 37-7/16" Clad XL I _ -- i I ' E201 Bedroom CUAWN3032 30"x 31-1/8" Clad Awning X � E202 Bedroom CUAWN3032 30"x 31-1/8" Clad Awning X II ' I E203 Bedroom CUAWN3032 30"x 31-1/8" Clad Awning X —� ' E204 Bathroom CUDH-NG2024 25-1/4"x 55-1/2" Clad Double Hung X E205 Bathroom CUDH-NG2024 25-1/4"x 55-1/2" Clad Double Hung X ' E206 Craft Room CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X � E207 Craft Room CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X _ I ' E208 Craft Room CUDH-NG2020 25-1/4"x 47-1/2" Clad Double Hung X � E209 Guest Bath CUAWN3032 30"x 31-1/8" Clad Awning X ' E210 Guest Bath CUAWN3032 30"x 31-1/8" Clad Awning X I E211 Guest Bed CUAWN3032 30"x 31-1/8" Clad Awning X i t E212 Guest Bed CUAWN3032 30"x 31-1/8" Clad Awning X — — — — -- — — — _— __ _ — — — -- _- — _— ——_ -- _ —-- _ � ' t , ' ' 1 , PgANTt� ' c�� �d TUFF-N-DRI° Basement Waterproofing � � ° System Detailed Membrane and Board , d�, �� (Full System) Application Instructions ��a sE�ti� ' Product Description ' The TUFF-N-DRI Basement Waterproofing System is comprised of the TUFF-N-DRI Waterproofing Membrane and either the WARM-N-DRI� or TUFF-N-DRI Barrier Board insulation and drainage board. ' The TUFF-N-DRI membrane is a fluid-applied, single-component, polymer-modified asphalt emulsion, manufactured by Tremco Barrier Solutions, Inc. (TBS). This material is specifically designed for spray applications on below-grade exterior foundation walls, or above-grade walls when covered by other ' material. The WARM-N-DRI and TUFF-N-DRI Barrier Boards are fiberglass insulation and drainage boards manufactured for Tremco Barrier Solutions by Owens Corning. The TUFF-N-DRI membrane can be applied to many different substrates, but the TUFF-N-DRI Full-System Limited Warranty applies ' only for new construction, below-grade vertical foundation walls for residential applications. The TUFF-N-DRI Full-System Limited Warranty is for poured concrete walls, bare block walls, parged block walls or pre-cast concrete walls. � Proper installation of the TUFF-N-DRI Full-System is critical to ensuring the quality of the final cured membrane. It is the responsibility of the waterproofing contractor and/or his applicator, to achieve � the goal of creating a uniform, continuous, fully adhered, cured waterproofing membrane with a minimum thickness of 40-mils in all areas of the application. The applicator must consider and , respond appropriately to any impediments to achieving that goal. This includes, but is not limited to, site conditions, the condition and quality of the foundation wall, current and expected weather, as well as backfill composition, procedure and timing. The applicator should proactively communicate , with the builder and/or other trades to surface and resolve any issues that would impede achieving the goal of a quality waterproofing application. The following instructions detail the recommended practices for product application and, if followed, will be instrumental in the creation of a quality finished ' waterproofing system. However, an applicator may deviate from specific items contained in these instructions, as long as he is able to achieve the goal of creating the quality finished waterproofing system by alternate, but effective, means. , If you suspect that there may be a quality issue with the product or that it may not conform to its published specifications, do not apply the product. Contact your TBS Territory Manager or Technical ' Representative for investigation or resolution of the suspected quality issue. Storage ' TUFF-N-DRI membrane, like all asphalt emulsions, must be kept from freezing. It is recommended that TUFF-N-DRI be stored indoors off the floor at an ambient temperature above 50°F (10°C). Opened ' drums should be tightly sealed before storage to avoid a skin developing on top of the liquid. When shipping emulsion-based products during the winter months, there is a risk of the material , freezing while in transport. The risk is much higher on shipments of less than 40 drums because these shipments go as "less than truckload" and do not go directly from our warehouse to yours. ' If you suspect that a product has frozen, contact your TBS Technical Representative or Territory Manager. ' If you inspect and determine that incoming material is frozen, do not accept delivery from the freight carrier. Safet � y Use the following safety instructions when handling TUFF-N-DRI membrane. Also review the Material ' Safety Data Sheet (MSDS), as well as the safety precautions provided by the spray equipment manufacturer. 1. Avoid direct contact with the material. Prolonged or repeated contact can cause skin irritation. ' If prolonged contact is anticipated, impervious gloves should be worn. 2. In a confined space at temperatures greater than 212°F (100°C), sufficient vapors can ' accumulate and flash if a source if ignition is present. TUFF-N-DRI Membrane will not support sustained combustion, and will not burn under normal circumstances. ' 3. Mist from spray application in a confined area can possibly cause a headache, nausea, and irritation of the nose, throat and lungs. To prevent this, a dust mask or cartridge respirator may ' be worn but is not required. 4. To protect the eyes from contact with high-pressure spray, wear chemical safety glasses with side shields. If contact with eyes occurs, flush with large amounts of cool water while holding � eyelids open. Get medical attention if irritation persists. Application Instructions � Preparation and Limitations ' 1. The block, parged block, poured concrete or pre-cast concrete must be clean, smooth, firm, free of dust, mud, ice, snow, loose mortar, wires, fins, metal projections, wall ties, or any other substance which might prevent placement and bonding of a continuous film. Take particular care , to ensure that the footing and/or cove area are clean. 2. On poured concrete walls, remove wall ties on the outside and inside of wall. This must be done , prior to the application of TUFF-N-DRI Membrane. 3. On poured concrete walls, the tie holes must be patched with hydraulic cement, vinyl concrete ' patch, or non-shrinking grout. Flat snap ties that break off cleanly without chipping the surrounding concrete, only require pre-spraying with a 10 to 15-mil wet coating of TUFF-N-DRI Membrane, but may be treated as above as well. Whichever method the applicator chooses, the ' tie holes must be prepared prior to the standard 60 mil wet application. Honeycombs or voids in the wall must be patched with hydraulic cement, vinyl concrete patch, or non-shrinking grout. ' 4. For bare block walls, all mortar�oints between the masonry units shall be compressed and tooled or struck smooth. All voids in the mortar joints between masonry units shall be patched , with hydraulic cement, vinyl concrete patch or non-shrinking grout. 5. For parged block walls, the parging must be firm and smooth. It must not crumble to the touch or , have too high of a sand content. Any patching of the parging must be done with hydraulic cement, vinyl concrete patch or non-shrinking grout. 6. For block or parged block walls, find out whether any or all of the cores of the block foundation ' are to be filled with concrete. If any of the cores are to be filled, the filling must be completed ' ' and cured before the wall is waterproofed. Filling of the cores after the TUFF-N-DRI Membrane is installed can damage the membrane, and will render the warranty invalid. � 7. For block or parged block walls, brick ledges should be capped and solid. The TUFF-N-DRI System Limited Warranty covers neither the horizontal surface of the brick ledge nor the vertical ' wall surface above the ledge regardless of wall type. The perFormance warranty covers only the vertical wall coated with TUFF-N-DRI Membrane and Insulation from the footing/wall joint up to the brick ledge. , 8. TUFF-N-DRI Full System may be applied to damp or green concrete. However, the product must not be applied over standing water, a water film, ice, frost or snow. ' 9. Before waterproofin a monolithic slab/footin foundation (where the floor slab and footin area 9 9 9 � are a single slab), contact a TBS Technical Representative. The cold joint between the slab/footing and the vertical wall must be prepared with a urethane based cold liquid-applied waterproofing material, applied and fully cured per manufacturers instructions, to a minimum , of 4 inches above and below the joint. This cold joint must also have a protection/drainage board over the cold joint and a minimum of four feet up the vertical foundation wall. The top of the drain tile shall also be a minimum of four inches below the wall/slab joint and the gravel over the tile , shall extend 10 inches above the wall/slab joint. 10. For block or parged block wall lintels, all gaps in the mortar must be filled. TUFF-N-DRI ' Membrane should be applied to both sides of the lintel and beyond the lintel at least one block into the non-living space. � 11. For pre-cast walls, the joints between the panels of high tensile strength concrete must be caulked and sealed in accordance to manufacturer instructions (non-silicone based caulks only). Similar to tie holes, these caulked joints should be pre-sprayed with 10 to 15 mils of TUFF-N-DRI ' Membrane prior to the standard 60 mil wet application. 12. The foundation must be of such strength and design to ensure structural integrity. Foundation ' walls must be properly cured according to local building code regulations. If these are not available, consult the National Concrete Masonry Association for specifications or the Concrete Foundation Association. ' TUFF-N-DRI A lication pp , 1. TUFF-N-DRI Membrane can be applied to surfaces using standard application procedures down to 20°F (-7° C). For colder applications, see the section on Cold and Inclement Weather Application below. Material temperature at the spray tip should be between 110°F (43°C) and ' 130°F (54°C). 2. To ensure proper temperature at the spray gun, insulate the lines and pump housing of the spray � pump. When spraying below 50°F (10°C) ambient temperature, it is highly recommended to have your equipment and material enclosed in a heated compartment. , 3. Spray TUFF-N-DRI Membrane in a pressure range between 2200 and 2800 psi. For best results use a .035 or .039 tip. For atomization and curing reasons, do not use any tip larger than a .039. ' 4. The membrane should be applied to a minimum thickness of 60 mils wet, measured in-place on the wall with a notch film gauge. The product will cure to dry film thickness of 40 mils. Use , a notch film mil gauge to ensure proper application thickness. Gauges can be obtained from TBS. For smooth surface poured concrete walls, the proper thickness application will yieid ' a coverage rate not to exceed 25 square feet per gallon (sf/gal). For brick pattern (decorative) poured walls, the proper thickness application will yield a maximum coverage rate of 18 sf/gal. � The maximum coverage rate on block walls should not exceed 20 sf/gal. Coverage rates may be lower depending on the porosity of the block, parged block, or poured concrete walls. It is the contractor's responsibility to ensure that 40 cured mils are on the exterior of the vertical wall ' when the waterproofing is completed. 5. Careful attention must be taken during the application process to ensure a consistent, ' homogeneous membrane. For best results, apply TUFF-N-DRI Membrane using a two-coat technique utilizing a tack coat on an entire wall and a second coat to build up to the required wet mil thickness. A tack coat will reduce bubbling and pin holing caused by poured concrete ' walis curing and out-gassing. An applicator may choose to spray the TUFF-N-DRI Membrane in one coat. This type of application must be carefully completed to ensure no thin spots. A one-coat application will be more prone to bubbling and pin holing on poured concrete walls. � 6. Inspect the sprayed wall thoroughly for pin holing, voids or thin spots. Lightly re-spray any areas ' requiring additional milage to the correct thickness for the substrate. 7. After application, applicator must verify that: , a.Adequate foundation drainage system is installed (See Drainage Requirements) b. All penetrations (water, sewer, etc) have been properly sealed. c. Backfill does not exceed the level of the waterproofing membrane. � d.Grade slopes away from the foundation. e. 40 cured mils are on the wall. f. Backfill does not occur until the TUFF-N-DRI Membrane is fully cured. ' 8. The waterproofing contractor or applicator may pass the responsibilities in number 7 on to the builder or general contractor, and ensure that the builder or general contractor is aware of these , responsibilities, should they da so. 9. To waterproof penetrations, the voids around the penetration must be filled with hydraulic � cement, non-shrinking grout or vinyl concrete patch. The penetration area must then be sealed with an additional coating of TUFF-N-DRI Membrane or a urethane liquid membrane. WARM-N-DRI / TUFF-N-DRI Barrier Board Installation ' 1. Applying the board at the correct time is essential to ensure good adhesion to the TUFF-N-DRI ' Membrane. The board must be set as the membrane begins to cure. The proper timing for this will vary. 2. To install the board, place the bottom of the board on the footing at the footing/wall joint and , press firmly. Slowly work your way up to the top of the board carefully pressing the board onto the membrane. Take special care not to slide the board. The board may appear to be loose, but ' as the membrane cures, it will draw the board in resulting in excellent adhesion between the board and the membrane. If the board falls off, check the integrity of the membrane and re-spray to 60 mils wet if needed. It may be necessary to spray a mist of TUFF-N-DRI membrane on the ' wall to increase adhesion. 3. Place the board around the foundation in the same direction as the membrane was applied. All ' boards should be checked before leaving the job site. When the WARM-N-DRI Board or ' , TUFF-N-DRI Barrier Board is applied, the foundation can be backfilled in 24 hours. It may take longer during some weather conditions for the TUFF-N-DRI Membrane to cure, and the ' foundation should not be backfilled until the membrane is fully cured. 4. When installing 4x4 boards, install the bottom board first then immediately place the top board. ' This prevents any excess TUFF-N-DRI Membrane from running down and onto the top edge of the bottom board. ' S. It may be difficult to achieve the desired adhesion characteristics when applying the thicker WARM-N-DRI or TUFF-N-DRI Barrier Boards, or if the foundation wall is not smooth. Adhesives, or non-corroding masonry nails and mechanical fasteners can be considered. Consult your TBS ' Technical Representative for availability and detailed application instructions on these products. ' 6. Another technique to enhance board adhesion is to wet the back-side of the WARM-N-DRI or TUFF-N-DRI Barrier Boards with a calcium chloride solution before installing the board to the membrane. The solution is simply prepared by mixing up a ratio of approximately 2-3 pounds of ' granular calcium chloride per 1 gallon of water. Be aware that dissolving the calcium chloride can heat the water significantly, up to 150°F (66°C). , 7. Wet the board with the solution using a watering can or weed sprayer or similar device. It is not necessary to drench the board; simply dampen it. Install the wet side of the board into the wet TUFF-N-DRI membrane. Consult your TBS Technical Representative for more instruction on � this procedure. Cold Weather and Inclement Weather Application Information , 1. It is possible for the TUFF-N-DRI Membrane to be applied at temperatures lower than 20°F (-7°C). The Contractor assumes responsibility for ensuring the TUFF-N-DRI fully cures to a dry film thickness of 40 mils. Applying the 60-mil wet thickness of the TUFF-N-DRI membrane ' in one coat is recommended for application temperatures below 20°F(-7°C). Heating the product to the maximum application temperature of 130°F (54°C) at the spray tip is also recommended. ' 2. It may take longer than 24 hours for the TUFF-N-DRI membrane to fully cure during periods of low temperatures, high humidity, rainfall or snowfall following the membrane application. � Therefore, wash-offs due to the application of TUFF-N-DRI membrane during or immediately before inclement weather are possible. The TBS Contractor assumes responsibility for ensuring the TUFF-N-DRI fully cures to a dry film thickness of 40 mils in all areas of application. � Additional Application Information and Limitations Crawlspaces The TUFF-N-DRI Full-System Limited Warranty includes crawlspaces only when the following criteria are met: ' 1. The crawlspace must have a proper exterior drainage system that channels water to the lower foundation footing drains which drain to a functional sump or to drainage pipe properly sloped to � daylight. See Drainage Requirements listed below. 2. The crawlspace must have a finished concrete floor. Crawlspaces with dirt or gravel floors do not ' meet warranty requirements. 3. Exterior crawlspace walls must be block, parged block, poured concrete, or pre-cast concrete ' and must meet preparation requirements listed above. ' Additions , The TUFF-N-DRI Full-System Limited Warranty includes foundation additions only when the following ' criteria are met: 1. The addition must have a proper exterior drainage system that channels water to a functional sump or to drainage pipe properly sloped to a daylight exit. See Drainage Requirements ' listed below. 2. The addition walls must be block, parged block, poured concrete, or pre-cast concrete and must ' meet preparation requirements listed above. 3. The cold joint between the existing foundation wall and the new addition wall must be prepared ' with a urethane based cold liquid-applied waterproofing material, applied and fully cured per manufacturers instructions, to a minimum of four inches on both sides of the joint prior to the 60-mil application of TUFF-N-DRI Membrane. This cold joint area must also have a drainage/ � protection board applied over the urethane liquid membrane and TUFF-N-DRI Membrane. This cold joint area is not covered under the terms of the TUFF-N-DRI Full-System Limited Warranty, but if the proper preparations are taken, the area should not leak. ' Top of Wall Transitions ' In some building markets, it is common to see a few rows of block masonry on top of a poured wall, or a short poured wall on top of a block masonry wall. The cold joint between the two different foundation materials must be prepared by an application of a urethane based, cold liquid-applied waterproofing � material, applied and fully cured per manufacturers instructions, spanning the joint and extending a minimum of four inches above and below the joint, prior to the 60-mil application of TUFF-N-DRI Membrane.Although this cold joint transition area is not covered under the terms of the TUFF-N-DRI , Full-System Limited Warranty, if this procedure is followed, the area should not leak. If the entire wall is parged with one continuous smooth coating covering both the block and poured , sections without interruption, apply the TUFF-N-DRI Membrane following the normal procedure for parged walls. Brick Led es ' 9 The horizontal brick ledge area of a foundation wall is not covered under the terms of the TUFF-N-DRI � Full-System Limited Warranty. Brick ledge areas are not covered for the following reasons: 1. Brick ledges are almost always left exposed to ultraviolet rays for longer than 15 days. ' 2. The brick application process can puncture and/or scrape the TUFF-N-DRI Membrane. 3. Water that penetrates into the brick or stone below the sill plate may have no drainage exits, and may accumulate on the brick ledge. , Drainage Requirements In order to qualify for the 30-Year Limited Warranty, a proper drainage system must be installed. r TUFF-N-DRI requires a positive drainage system that is consistent with good construction practices and that meets local code requirements. An exterior drainage system consisting of a 3-inch minimum diameter ' perforated drainage pipe, with gravel covering the pipe and footing and extending at least one foot (12") up the face of the WARM-N-DRI or TUFF-N-DRI Barrier Board on the vertical wall is required. The drain tile must channel the water to either an operating sump pump or to a gravity (daylight) drain. DrainStar° , Foundation Strip Drain, installed so that it can drain the WARM-N-DRI BOARD, is also an approved exterior drainage system, where accepted by code. , � E ui ment Set-U q p p ' 1. A pump capable of spraying 3000 psi is required. The Graco 733, Graco 833 or the Speedflow Hydra-M is recommended. Contact a TBS Technical Representative for assistance with equipment purchases. ' 2. The diameter and length of the interlinking suction side (low pressure) lines are crucial to ensuring a good flow of material to and from the pump. Larger diameters and shorter lengths ' of all interlinking lines decrease the flow resistance and optimize product transfer. The siphon line from the truck tank or drum dip tube to the heat exchanger should not be longer than six feet if possible, and a 2-inch or 1.5-inch diameter is recommended. The line from the heat exchanger ' to the pump should have a minimum inside diameter of 1 '/4-inch and be no longer than 4 feet. All connections should be as tight as possible to prevent air from entering the lines. ' 3. Make sure the lower piston ball check is on the high setting. Consult your equipment manual for adjustment procedures. ' 4. A single-pass heat exchanger connected to an engine's coolant system is the best way to heat the TUFF-N-DRI Membrane to the recommended application temperature of 110°F (43°C) � to 130°F (54°C) at the spray tip. One heat exchanger that produces good heat transfer is the API Basco Model 500. Contact a TBS Technical Representative for assistance with equipment purchases. All heat exchangers must have a ball valve attached to the inlet side � of the coolant hose. The applicator must turn off the flow of coolant to the heat exchanger when the truck is driving to and from jobsites and when the spray pump is not in use. The flow of coolant is to be used only when circulating or spraying TUFF-N-DRI Membrane. , 5. The spray hose must be a "high-pressure" type, capable of withstanding 4000 psi. A maximum of 'h-inch diameter line is recommended for the first 100 feet of hose. It can then be reduced do ' 3/8-inch for the next 100 feet. No more than 200 feet of hose is recommended. 6. Many different airless spray guns can be used to spray TUFF-N-DRI. The most widely used ' brand is Graco, and the Graco Silver Plus gun is the most popular for polymer-modified asphalt emulsion spraying. You may also use the Graco Heavy Duty Texture gun or the Graco Flex Plus gun. The Graco Contractor II line of guns can also be used if the handle filters are removed. , E ui ment Troubleshootin q p 9 , If you lose pressure while spraying: 1. Check suction side lines for air leaks. 2. Reduce the heat to the heat exchanger. , 3. Re-prime pump. 4. Inspect the piston ball check and packings. 5. Check heat exchanger for blockage. � 6. If procedures do not work, contact a TBS Technical Representative or pump manufacturer Operational Maintenance , Consult your pump service manual for maintenance scheduling or replacing of vital parts (piston packings, ball check, etc.). ' 1. Many different solvents can be used to flush the system, but mineral spirits are recommended because it acts as a lubricant for the pump packings. , 2. Do not use water to flush the TUFF-N-DRI Membrane. This will "shock" the emulsion and cause ' it to break in the lines. A soap solution consisting of'/2 cup Dawn dishwashing liquid per gallon of water may be used to remove uncured liquid material. ' 3. Mineral spirits, toluene and most other solvents are flammable and/or hazardous. Be sure to check with the suppliers of these solvents for the correct safety and handling procedures and ' follow the supplier's recommendations when using clean up solvents. Transportation � TUFF-N-DRI membrane is classified as a non-hazardous emulsion and does not require placarding. ' Foundation Troubleshooting Troubleshooting a foundation to determine if a leak is penetrating through the TUFF-N-DRI Full System is ' very important. The standard troubleshooting procedure for below grade waterproofing is called a water test, or flood test. A water test isolates water from a garden hose directly into the waterproofing system, introducing the water to only the below-grade treated area of the foundation. To water test a suspect area ' on any type of below-grade foundation wall, follow these basic steps: 1. Locate the suspect area on the outside of the foundation. This may require measuring the � problem area on the inside of the foundation wall. A picture of the suspect area should be taken. 2. Using a shovel, dig a small trench approximately three feet wide in the suspect area. Expose the � top four to five inches of the TUFF-N-DRI System. This will also give the applicator a good idea of any over-grading that may have occurred. water from the arden hose directl into the trench. Ensure that no water ets above the ' 3. Isolate g y 9 final waterproofing grade line. Note the time, and run water for up to 30 minutes. � 4. Check the suspect area in the basement every few minutes. If the suspect area begins to show water penetration during or immediately after the water testing, it proves that the waterproofing , membrane is allowing water to penetrate through it. Further investigations may be necessary to determine why the waterproofing membrane did not function properly. 5. If the suspect area does not show water penetration, there may be other issues causing the , water penetration into the foundation. Other issues include, but are not limited to, brick ledge leaks, wind driven rain seeping into block above grade, window leaks, penetration leaks, and ' above grade cracks in foundation walls or stucco. 6. Before and after pictures are good ideas for a waterproofing applicator during investigations. ' 7. Contact a TBS Technical Representative concerning any leaking water tests that will result in warranty repairs. � �,����, I �� . � If you have any further questions please call us at 800.876.5624 � • Tremco Barrier Solutions � �� 6402 East Main Street ' ���ASEMti� Reynoldsburg, OH 43068 OO 2015 Tremco Barrier Solutions.TUFF-N-DRI�is a registered trademark of Tremco Barrier Solutions. TBS-0045 ' WARM-N-DRI�is a registered trademark of Owens Corning Rev.4/15 t ANT U�P� ��O � d ' ' TUFF—N—DRI° XTS SYSTEM �Rw^�^N�. �� �rBASE�� with WARM-N-DRI�' Board ' TUFF-N-DRI� XTS SYSTEM WITH WARM-N-DRI BOARD , 30-YEAR LIMITED WARRANTY Thls Warranty is From: B. Thls Warranly does not apply e�d TBS has�o responsi6iliry tor leakage resulting from: This limited warranty('Warrenty�is provided by Tremco 8arrier Solutions,inc.("TBS'j, �,��s or defects flreater ihen 1.8 mm(i/16',inGuding struct�ual defecls in ihe ' 6102 E.Main Sireel,Suite 201,Reynoldsburg,Ohio 43068-2391;phone 800-87B-5824. waUs,footlngs w IoundaUon regardless of cause. This Warrenty Is To: 2.Damage to Ihe a�lied TUFF-N-DRI XTS System or to the walis b wMth N Is To you tf you are a consumer purchaser("Buye�ol a(t)new singte(amily detached ��� residence,or(2)e mult(•family unit with separate unit ownarship,or(3)w multi-family residerx;e wiih aingle ownership whfch has had the TUFF-N-DRI'XTS System 3.(mproper dratnage above,around or under lhe buiWing or the faundaBon waAs , (fUFF-N-DRI XTS Waterproofing Membrane and WARM-N-DRI°insulatlon Boarc�eppiied resullinp Irom Ihe tollowing specified failure to either meet or exceed local to ihe building's foundalbn waAs.The loundation walls must he vertical,no more ihan construciion codes or lailure to meel a e�ccead good c4nstructlon pracllces exisUng a singk story and made of eilher poured concrete,parged concrete blodc or unparged at ihe Ume of 8ppl�atbn of the TUFF-N-DRI XTS System: concrete Wock. A.Deleclive or Inadequately functioning interbr,eMeHor,or an inlerioNexierbr What is Co�ered: toundallon draining system;or ' THIS WARRANTY DOES NOT OUARANTY OR WARRANT THAT IRRITANTS,SUCH AS g,arading which does not slope away Irom the structure suffidently to draln water MOLD,MILDEW,PUNpI OR ANYAIR QUALITY PROBLEMS WiIL BE REDUCED OR away(rom the structure or whkh results In a grade Nne extendinp above the EIIMINATED. TUFF-N-DRI XTS System lhal allows water to panetrate above the Under nortnal use and service,lhe vertical suriace o(your foundation wall not obscured or TUFF-N-DRI XTS System;or covered by other buildlnp materials ahauid be free of water Ieakage or aeepage Ihrough the areas ihat are Veated with TUFF-N-DRI XTS product('Leakage�,EXCEPT FOR C.Insuificient hydrostatic resistance at Ihe extertor bese of the foundation wails � EXCEPTIONS,EXCLUSIONS AND LIMITATIONS SET FORTH BELOW. and auoss any lbor w(thin the foundadon walls that allows water mlgraUon through bfnts w8ere the tioor meets tha waiis or Into the stnrcture through What We WIII Do H the Product Falls: basement Iloors or dralns;ar If TUFF-N-DRI XTS Syatem ialls,we wlll either remedy or have remedled!he leakage D.Defeclive or Inadequateiy funcponing gutters or doum�pouts. ' through the area In questlon a provide replacement of TUFF•N•DRI XTS System as your 4.Condensatlon on the foundation walls or Interior linish. remedy,IndudinQ the removal ot soil andlor Interior f(nbh,if any,attached to the wail, 5. eni s for i s,cables,ducts and othar Intrusions f�lo or alleretbns of the and the reinstalledon ol the removed soil and/or interior Onish,to the extent necessary la � � P� perbrm the repalr.We will exerGse our judgment and have ihe sole optbn to salect the wa�erprooled walls made after applicaUon ot the TUFF-N-ORI System. 6est method by which to remedy leakage,Including intedor as well as extedor solutions. g,App�I�atlon of the TUFF•N•DRI XTS System by a contraetor other than a Tremco We will undertake the cost of provlding any repair matarials necessary and pay lor labor garrler Solutions Conlractor. ' costs necessary Io install lhe matedals withln a reasonable Ume.Our total responsibiliry during the life of Ihis Warranty ahaii not exceed an amount equal to 53.00 per aquare faot 7•The use of expansbn or contracUon de�Aces tn Ihe design o(the waA's atrudure. ot fouMation wall treated with TUFF•N•DRI XTS System and requiring repalr,or a total ol g,pny consVuction iechnique used by a 6uilder or subconVador thal aibws water to 510,0�,whichever is bwec enter above,bebw or behtnd the TUFF-N-DRI XTS System. Costs That You wi118e Responsi6le For. No waiver by TBS of any IlmitaWn,term a condtt(on of tMs Warranty shall operate as a 1 To ihe extent the folbwing applies to your attuallon,you will he responsible fa ceAain Waiver ot any other Iimitadon,term or conditlon appiicahie to the daim,or to any tuture costs assodated with�epair or replacemenl oi TUFF•N•DRI XTS System Costa lhet we Waim,whether ol pke or dilferent nature. do no1 accept are: 1.Removing or replacing irees,grass,or other landscaping, Disputes: T8S and Buyer speciBcalty agree that any conlroversy or dalm adsing out o(Ihis Warranty 2.Removing or replacing Interior or exterior components of�fie building or wall which shall be setUed by erbiVallon In lhe State of ONu(es exclusive venue)administered 6y , are obstacles to repalr(e.g.;steps,garage or garage Iloors,paUo or paUo floors, the American Arbitratfon Associetlon under Hs Commerdal Arbitration Rules,and judgmant porch or porch Iloors,decks). on any award rendered by the arbHrata(s)may be entered In arry court ha�ng�urisdkUon ihereol. 3.Removing or repiacing Interior tumishings or fixtures(e.g.;carpeting,ahelving, fumlture,elc.). Warranty Duration: 4.Removing or replacing olher obslades that aftect repair or damage thereto. This Warranry eMends ihirty(30)years(rom the date ot compieUon of the , TUFF-N-DRI XTS Syslem AppNcatbn. Transferability: EXCLUSIONS: This Warranry may be Iransferabte to subsequent Buyers provided ceAain conditions are T8S�OES NOT GUARANTY OR WARRANT THAT IflRITANTS,SUCH AS MOLD, satlslfed.Ta request a Vansler ol eny remafning Warranty,the subsequent Buyer must , MILDEW,FUNGI OR ANY AIR QUALITY PROBLEMS WILL BE REDUCED OR complete the attached Transfer Request and relurn it along with e$500•00 processing tee EIIMINATED.THIS WARRANTY EXCLUDES ANY LIABIIITY OR CLAIMED DAMAGES paYab�e to Tremco Barrter SoluUons,Inc.to the address denoted 6etow within sixty(60) RELATED TO MOLO,MILDEW,FUNGI OR ANY AIR QUALITY PROBLEMS. days after lhe dosing date of lhe purchase from the previo�s Buyer.It TBS,at Its sole ADDITIONALLY,THIS WARRANTY EXCIUDES ANY CONSE�UENTIAL OR INCIDENTAL discrellon,does not approve of Ihe Trensfer Request,then the a500.00 processing fee will DAMAGES INCLUDINO WITHOUT LIMITA710N THOSE ATTRIBUTABLE TO BREACH be relunded. OF ANY WARRANTY MADE WITH RE6ARD TO THE TUFF•N•DRI SYSTEM.AS AN Claims Procedure: ' EXAMPLE,THIS MEANS WE WIIL NOT TAKE RESPaNSIBILfTY FOR ANY DAMAQES, ��1e�age occurs which you believe ts through the TUFF•N-ORI X7S System,please notiy CIAIMS,SUITS,LQSSES OR COSTS YOU MI(3HT SUSTAIN THAT ARE RELATED TO Tremco 8ar�ier SoiuGons,Inc.,TUFF•N•DRI Sysiem,6402 E.Main Street,Suite 201, LEAKACiE,MOLD,MILDEW,FUN01,AIR QUALITY,DAMACiE TO THE STfiUCTURE Reynddsburg,Ohlo 43068-2391,USA;phone 800-876-5624.NoUficaUon must be wilhin OA ITS CONTENTS,OA FOR COSTS OF REPAIR OR REPLACINO THE TUFF-N-DRI thlrty(30)days of the discovery ol the Leakage.Upon recelpt of such notiticaUon,TBS wlll SYSTEM OTHER THAN THA7 SPECIFICALLY PROVIDED UNDER THIS WARRANTY. myke a prompt Investigation ot the daim end perlorm fts obligatbns as required herein. � TMs Warranty gives you speci(ic legal rights,and you may also have other rights which pegistredon: vary trom slate to slate.Some states do nat allow the exduslon or Iimitation of incfdental p�ease comptete and maii the atlached registratlon within thlrty(30)days after Buyers or consequentfal damages,so Ihe exclusion of consequential ur inGdental damages may Purchase o}so as to provide notice as to the Identlry of the Buyer ot this Warranty. nol apply to you. LIMITA710NS AND EXCEPTIONS: Severa6iCtty: , If any part ol this Warranty shall be determined to be fnvalid then such portion shali be A. T'H!S WARRANTY DOES NOT APPLY AND TBS FiAS NO RESPONSIBILITY FOR deemed severed from thls Warranry and Ihe rematnfng tertns,exGusions and limitations MOID,MILDEW,FUNGI OR AIR QUALtTY. shail apply. �����0 1es-oset Rav.1?IOB � Cop�aight O'1009 Ttemca Barrler SoFNa�s.h�c. �p� �-`�.��/Barrier So/utions TUFF-t�FDRt'Is e repistuea UademaAc d M•�r...�°^�G'a^i' 8102 Fari Matr�St•Reynoldshup,OH�J088•EOa8783E24 Tremoo 8arrier SoAitions,Ina WARM-N-DRI*is a regislered trademaAc ol Owans Corttlrp. www.TUFF•N-DRl.com , , PART 1 , ° STEGO WRAP VAPOR BARRIER/RETARDER ����0 � I NSTALLATION 1 NSTRUCTIONS �NDUSTRIES LLC IMPORTANT: Please read these installation instructions completely,prior to beginning any Stego Wrap installation.The following � installation instructions are based on ASTM E 1643-Standard Practice for Selection, Design,Installation,and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs. If project specifications call for compliance with ASTM E 1643, then be sure to review the specific instatlation sections outtined in the standard along with the techniques referenced in these instructions. , FIGURE 1: UNDER-SLAB INSTALLATION UNDER-SLAB INSTRUCTIONS: 1. Stego Wrap can be installed over an aggregate, sand, or tamped earth � - sTeco=Tn�E b�se. It is not necessary to have a cushion layer or sand base, as Stego Wrap is tough enough to withstand rugged construction environments. 1 2 Unroll Stego Wrap over the area where the slab is to be placed. Stego �� Wrap should completely cover the concrete placement area. All joints/ Minimum6--o�e�iai� seams both lateral and butt should be overlapped a minimum of ' six inches and taped using Stego Tape. NOTE:The area of adhesion should be free from dust, dirt, moisture,and frost to allow maximum adhesion of the pressure-sensitive tape. T�P 3. ASTM E 1643 re uires sealin the erimeter of the slab. Extend va or � VAPOR 6ARRIER q g P P retarder over footings and seal to foundation wall,grade beam, or slab at an elevation consistent with the top of the slab or terminate � at impediments such as waterstops or dowels. Consult the structural engineer of record before proceeding. FIGURE 2a: SEAL TO SLAB AT PERIMETER SEAL TO SLAB AT PERIMETER:* ' : ' ' : : � NOTE:Clean the surface of Stego Wrap to ensure that the area of adhesion is ,�� free from dust,dirt,moisture,and frost to allow maximum adhesion of the � • � � � •�' • • ' • • essure-sensrtrve a esrve pr dh . � �. r r e . . � - ' a. Install Crete CIawOO on the entire perimeter edge of Stego Wrap. ! " `��� �'3= ' , .' b. Prior to the placement of concrete, ensure that the top of Crete Claw �'�� is free of dirt, debris, or mud to maximize the bond to the concrete. � 1 �`""��"'"�`�" - � STEGO LABOR SAVER! � `kETE`�°W� This method not only complies with ASTM E 1643, but it also: �• a, � • reduces labor compared to other perimeter sealing techniques. , wRAP • can be used even without an existing wall or footing, unlike alternatives. VAPOR BANkIER FIGURE 2b: SEAL TO PERIMETER WALL FIGURE 2c: SEAL TO FOOTING OR SEAL TO PERIMETER WALL OR FOOTING WITH � .' . : • �— � . — sTecorncK�.rnre ST E G OTAC K"TA P E:* . . . . , a. Make sure area of adhesion is free of dust, dirt, debris, '-:.- . .:�: .: {. ` '•. • . •, . -, ; :: ^` , '. ; ,; _ �:: _ :;��.': . moisture, and frost to allow maximum adhesion. r _ . .. > .. , .. . . b. Remove release liner on one side and stick to desired . . surface. .. � •. . e. , � . _ �,�, .. � '� ��' ; c. When ready to apply Stego Wrap, remove the exposed fOOTING ��: � . release liner and press Stego Wrap firmly against r TE , STEGOTAIX•TAPE W�p StegoTack Tape to secure. VAPOR RARRI[R '�. � T�r * If ASTM E 1643 is specified, consult with project architect � �°°T'"° • yqpONgqRRIER and structural engineer to determine which perimeter seal technique should be employed for the project. NOTE: Stego Industries,LLC's("Stego"1 installation instructions are based on ASTM E 1643 -Standa�d P�actice forSelection,Design,lnsta[(ation,and ' lnspection of Water l/apor Retarde�s Used in Contact with Earth o�Granu(ar Fi![Unde�Concrete S(abs. These instructions are meant to be used as a guide,and do not take into account specific job site situations. Consult local building codes and regulations along with the huilding owner or owner s representative before proceeding. If you have any questions regarding the above mentioned installation instructions or Stego products,please call us at 877-464-7834 for technical assistance. While Stego employees and representatives may provide technical assistance regarding the utility of a specific ' installation practice or Stego product,they are not authorized to make final design decisions. Stego,the stegosaurus logo,Crete Claw,and StegoTack are all deemed to be registered and protecta6le trademarks of Stego Industries,LLC. 04/2013 949-257-4100 • 877-464-7834 • www.steqoindustries.com 4. In the event that Stego Wrap is damaged during or after installation, repairs must be made. Stego Tape can be used � to repair small holes in the material. For larger holes, cut a piece of Stego Wrap to a size and shape that covers any damage by a minimum overlap of six inches in all directions. Clean all adhesion areas of dust, dirt, moisture, and frost. ' r Tape down all edges using StegoTape(see figure 3, Sealing Damaged Areas). FIGURE 3: SEALING DAMAGED AREAS STEGOo TAPE STEGOo TAPE TE STEG ' STEG � � WRAP WRAP � , �.� � W�P STEGIX"TAPE . � � WI � , 1 � DMIAGEUARFA • 1 S�NALLfIOLE '�'' S. IMPORTANT:ALL PENETRATIONS MUST BE SEALED.All i e, ductin , rebar, wire enetrations and block outs should , ' PP g P '� be sealed using Stego Wrap, StegoTape and/or Stego Mastic (see figure 4a, Pipe Penetration Sealing). ;��� FIGURE 4a: PIPE PENETRATION SEALING � �' � TE W�P` STEGOo TAPE TE , STEGO�MASTIC � WRAP � WRAP � � �� � , � m MINIMA�OID SPACE CRFATFII • � STEGO WRAP PIPE PENETRATION REPAIR DETAIL: 1: Install Stego Wrap around pipe penetrations by slitting/cutting material as needed.Try to minimize the void space created. � 2: If Stego Wrap is close to pipe and void space is minimized then seal around pipe penetration with Stego Tape and/or Stego Mastic. (See Figure 4aJ 3: If detail patch is needed to minimize void space around penetration,then cut a detail patch to a size and shape that creates a six inch overlap on all edges around the void space at the base of the pipe. Stego Pre-Cut Pipe Boots are also available to speed up the installation� 4: Cut an"X"the size of the pipe diameter in the center of the pipe boot and slide tightly over pipe. 5: Tape down all sides of the pipe boot with Stego Tape. � b: Seal around the base of the pipe using Stego Tape and/or Stego Mastic. (See Figure 4b) ' FIGURE 4b: DETAIL PATCH FOR PIPE PENETRATION SEALING � CUTA.\"X"THESIIF.OF o virFni�MFrFe STEGO�TAPE • , STEGO�MASTIC � � R TE Wjlqp T� � - \ STEGO'� W� — W�P STEGO PRE-CUT ' W�P PIPE BOOT sTeco•rnre C' $' � v a � �STEGO"� � O'� inecevoiosrncecee�reo PRE-CUT PRE-CUT PRE-CUT � PIPE BOOT PIPE BOOT PIPE BOOT E:;; FIGURE 5: MULTIPLE PIPE PENETRATION SEALING _ STEGOo MASTIC � co,tir�ere�v nu nu vo�os STEGO ;._ �w_ � � MULTIPLE PIPE PENETRATION SEALING: sreco�rnre Multiple pipe penetrations in close proximity and very r '��� I�! ��u� � small pipes may be sealed using Stego Wrap and Stego Mastic for ease of installation[see figure 5, Multiple �� ` ������`� Pipe Penetration Sealingl. � �� � NOTE: Stego Industries,LLC's("Stego"I installation instructions are based on ASTM E 1643 -Standard P�actice forSeledion,Design,lnsta((ation,and lnspection of Water Uapor Retarders Used in Contact with Earth or Granu(ar Fi[!UnderConcrete 5(abs. These instructions are meant to be used as a , guide,and do not take into account specific job site situations. Consutt local building codes and regulations along with the building owner or owner's representative before proceeding. If you have any questions regarding the above mentioned installation instructions or Stego products,please call us at 877-464-7834 for technical assistance. While Stego employees and representatives may provide technical assistance regarding the utility of a specific �, installation practice or Stego product,they are not authorized to make final design decisions. Stego,the stegosaurus logo,Crete Claw,and StegoTack are all deemed to be registered and protectable trademarks of Stego Industries,LLC. 04/2013 ' 949-257-4100 • 877-464-7834 • www.steqoindustries.com 1 � Certa�nTeed SAINT-GOBAIN � Insulation • - � � . _ � _ � w . � � � • �� �� � � � �� � .� � � �� p � � � � � � � { � �" ��� � -,.,a,.:{.� � ,, � - � � � � : �`� � �� � �/ :�+ �� � � � .�"� �_ . � t � � � �A§- � �� �"� rt� r F � j m j . „$' �. �- srv se . ^ .. e ��''. � '„ . i d 'r ' . . :e. `t j �•�:� — �` � j 4 :� '�' . a zf�'% . �u@! �� i Y $4 �.�� .... � . � � � a�r �3" . p • n +' L h � E � _ r � . . . ,;. .. � �. . � ..� . ,� o._. �� � " S!� .. Sl. �� � .. � 3 � �� .. _ W. .. _ ���444 Il 3 �� I ly������� II h � 3�,f51 n � '' . . —'— �� �'.�"� $ . ib�: {i Y � �N � �� �� ` � � �� k° ��`g� � ,ti q i r „�.""" � ... � � ,� � . . . v�` " � 'If ":iJ � r�" � � �� ,� $ , €m' �`s�" s�,Z < �� �,�� � �� � � �'�: `� �.� .� �� t� � � �� �°= - � ' �.�� `K: � � � �� � � r � �-,�,� � �a � , • . _ , ... � ,� � - e -_ ., �� _ < # = �� � � � �,� � �� � i. � � � � `� � + , �" "` � � � � �'� � �, �. , �� _ �� ��,��,_�� � � ,�� : ,, _ . .� _ ;� � � a_ ��, � ., - ,�,�:. ..� u ��� �, �. , � � , : � F . ga�' � i � w: . � .��-^."".��n^J. '�^� a �� � .. � � �v � . �� n� q�. � �_`. .. � v �mk f . � w .._ _, .. .. .� . .. d § �� �4`'�.� ... <. . .. . :,;'.�. .� ...�. ":"C',II..'Il:� . ' �:�, � Sealand ' � ' ' Insula�e � �•� � `�� I � PARTIUE3i0FTHEYEAR er�eecvsrnal Sust�i�Pd�xc-Ilence ' 1 Be Certain You can Be Certain'" no other manufacturer offers the depth and breadth of interior and � exterior building solutions, knowledge, innovation and sustainability that CertainTeed does. Our advanced, multi-product solutions optimize building efficiency, while creating beautiful, comfortable environments where people can thrive.We continue to shape the future � of the building materials industry with a new generation of integrated building solutions. That's confidence worth building on:" , , ASK ABOUT ALL OF OUR OTHER CERTAINTEED° PRODUCTS AND SYSTEMS: CertainTeed Corporation P.O. Box 860 ROOFING • SIDING • TRIM • DECKING • RAILING • FENCE Valley Forge, PA 19482 , GYPSUM • CEILINGS • INSULATION Profess io nal: 800-233-8990 www.certainteed.com/insulation http://blog.certainteed.com Consumer: 800-782-8777 OO 05/15 CertainTeed Corporation,Printed in the U.S.A. _ ..............�---_-'""'----`..."....'_'_._,-M-.---------�-'-........--.t,....�,._-_Y..a-_-..._-.._._ Code No.30-28-137 � —„n"_"'"`_--.r_...-�.....„_ ' � ...__.._ ,��`�,���;..�.;����,����� t ca�ity Insulation Sealant � Wall Bottom Plate � Floor Decking Insulation Sheathing Structural Sheathing ' FloorJoist Pillowed Insulation Batt Vapor Permeable ' Exterior Air Barrier Rim Joist � � Sill Plate Sealant ��� --� ��n� Foundation � Cavity Insulation , Figure 18:Detail C—MemBrain Air Barrier Sys(em foundation wall iiiLe�.section deLails. ' � � , , ' � � Recommended References • CCMC Evaluation Repart 13278-R ' • Super Good Cents Builder's Field Guide to Energy EfClcien�Construction—Cl�apter 9, "Air Tightening Specialists," Bonneville Power Adminis[ration, Publication#DOE/BP-2651, 1992. , • Best Practice Guide,Building Technology—Wood-frame Envelopes, "Details: Wall Assembly A —Basic Stud Wall wi�h Polyethylene Air Barrier and Vapour Re�arder," Canadian Mor�gage and Housing Corporation(CMHC),pg. 7-3 to 7-9, 2006. ' • Air Barrier Associatiun of America, l�ttp:/hvww.airbarrier.c�rg , iwriv.crr(rtintccd-con� 11 � ' Structural ' - Sheathing Wood Stud Cavity ~—Insulation � _ � ������� � € ' Interior Partition � Wall framing ,f� � � �� " `� 1� � � � ' Sealant , , - Wall Bottom Plate �� Vapor Permeable � Exterior Air Barrier Floor Decking Band Joist ' Figure 16:Detail A—MemBrain Air Barrier System interior partition intersection details. � , Cavity Insulation ' Structural Sheathing � Sealant Wall Bottom Plate _ ���_' �� Floor Decking Band Joist � Floor Joist Vapor Permeable Exterior Air Barrier Pillowed Fiber Glass '� Insulation Batt ' Wall Top Plates Sealant Cavity ¢� Insulation �j`�'t��� , ' Wall Stud � Figure 17:Dctaif B—MemBrain Air Barrier System i�nterior floor inters�c[ion detnils. , � � � � � 10 CertniriTcE•d Corporu�ian,f3uilding Scicnce D�E�artmen[ Air Barrier System Continuity— Figures 15 - 18 , • Maintain air barrier system continuity at wall, ceiling, [loar and foundation in�erseciions. Use recommended sealants. Seal between framing and film overlaps. � • Coordina�e ins�allation details with framing and insulation trade con�ractors. • lnsulate rim and band joists with fiber glass insulation batts wrapped or pillowed � �vith MemBrain sheeting. � � Interior partition ' wall intersection (See Figure 16: _____ __ _ Detail A) ' Interior floar intersection -• (See Figure 17: Detail B) � Foundation wall •---- intersection � (See Figure 18: Detail C) � Figure 15:Building envelope intersection locations. � , , ' ' � � � rvn-�r.rrrtainfced.rom y � , Electrical Outlets — Figures 12 and 13 • Wrap and seal electrical boxes using recommended sheathing tapes and sealants. � • Airtight plastic boxes are recommended. � ....��� .... � . � OC ( Airtight seal ��� Wire seal (Box gasket) � Seal MemBrain � sheeting to Caulk wiring l� outlet box using penetration at o recommended outlet box � sheathing tape Seal MemBrain SVR Sheeting to •-outlet box using recommended � sheathing tape � Figure 12:Sealed interior electrical oudeL Figure 13:Airtigh(electrical oude[box. ' � Plumbin Penetrations —Fi ure 14 g g ' • Secure plumbing lines to a rigid mounting panel. • Seal penetrations using recommended sealants. � • A�iach Mem�3rain sheeting to mounting panel using recommended sealanis. , Sealant m� � �]'6�� ' Sealant II i � ( � Mounting Board � � Figure 14:Moiinted and sealed pl�imbing penelra[ions. � � b Ccr(airiIi���d Cor��orution,Uuilding Scit�n�r llcpmvn��n� Large Circular Penetrations— Figures 10 and 11 ' • Trace the penetration circumference on a separate piece of MemBrain sheeting. • Cut a square piece of film with a minimum 6-inch clearance from the penetration outline. � • Intersect�he circle wilh four diame[er lines. (See Figure 10.) • Cut according to these lines towards the circle's perimeter. � • Place the square patch over the penetration. (See Figure 11.) • Seal the cut edges to the penetration with recommended sheathing�ape. � • Seal the square patch to the continuous sheet surface without film tension using recommended sheathing tape and lightly press to ensure complete contact. � - - MemBrain Sheeting - (Continuous) � ��d1+9��%lU 6-inch _ Minimum Clearance Recommentled ' � - �� ' Sheathing Tape - --- d41/�#V!Bl�i4dM ' 0 __ 1Square Patch ' Figure 10:Pa[ch preparation. Figure ll:Pc�tch attadlm��nL. � � MemBrain Sheet Tears and Holes • Cover all tears and holes with recommended sheathing[ape. ' • Treat large holes (greater than ] inch)like large pene[rations using a square pauh. ' ' � ' � ll'Lt'lt'.(Ci'IC(IRf('L'C�.COIII 7 , ' Window and Door Treatment— Figures 7 through 10 • Cut the MemBrain sheet to fit the rough opening. � • Slit the film at the corners. (See Figure 7.) • Apply recommended sealant be�ween�he film and the window frame. � • Staple through the sealant to the window head,jambs and sill. Seal the window to the rough opening with recommended sealant. (See Figure 8.) , • Apply recommended sealant between interiar finishing material (typically gypsum board)and the attached MemBrain sheet (See Figure 9.) ' —,--�� MemBrain Wood Stud Sheeting � F� ----��J- I �� � i i � �— ;( Window Rough Opening Junction Box � � ,� , �� ;�' �� �(� � I---- Electrical � � ' Outlet � Fi�ure 7:Cut MemBrain sheeting to tightiy fit penetrations. ' Window Head MemBrain Sheeting 1 , Gypsum Board � Wrap to inside of frame,slit at Window Jamb corners,fold and staple to ' Sealant rough opening Window i - '� Window Sill � � Apply sealant `� � between MemBrain Sheeting,window – ' frame and gypsum ' board � Fi ure 8:Window rou h-o enin treatment. Fi ure 9:Window nish treatment. g S P S S fi � 6 Cer(ain7erd Cor��oru(ion,I3uilding Scienre 1)ey�ir(nten( Penetrations — Figures 6 through 11 ' • Building envelope penetrations include windows, doors, dryer vents, bathroom exhaust f�ans, electrical outlets, gas lines, plumbing,etc. (See Figure 6.) � • Cut and fi� the MemBrain sheeting tighCly around �he pene�ra�ions. (See Tigure 7.) • Seal the film around all electrical, HVAC and plumbing penetrations with recommended sealan[s or sheathing tapes. � , � Exhaust Vents Chimneys ' �Plumbing , Penetrations � mm Windows Electrical0utlets —� mm ' � � Figure 6:Builclin�;erivelop�pe�ie(raiioris. � , ' ' ' ' ' u��r�r.rer(nin(erd.corn 5 � ' MemBrain Air Barrier System Details ' Acoustical and Silicone-based Sealant Application at Sheet Terminations — Figures 3 and 4 • Use a combination of staples and recommended sealants to attach MemBrain to the top plate,bot[om ' plate and end studs. • Place a 1/4-inch to 3/8-inch bead of sealant over the stud surface. ' • Place the film over the sealant without tension and ligh�ly press to ensure complete contact. • Secure the MemBrain sheet through the adhesive bead with 1/2-ineh staples every 12 to 24 inches. � La ed oint Treatment— Fi ure 5 PP 1 g ' • Apply a recommended sealant to the wood stud surface. • Overlap�he MemBrain sheet a minimum of 6 inches. • Staple through the sealant to the studs every 6 to 12 inches. ' • Seal the overlapped joint using recommended sheathing tape. • All vertical and horizontal seams should be treated as described above. � . , \ „ ' � , Sealant Bead , � � �� Wood Stud �L�� � 1 (1/4 to 3/8 inch) � ; � ' �� � Sealant � ��, � , ' 1/2-inch Staple � � ��� � � f�igure 3:Sealanl applica[ion. Figure 4:Fastener applica�ion. ' '��.._w_m. , � , � MemBrain"' t , � �� � �i� Wood Stud Recommended Acoustical or Silicone-based Sealant ' Sheathing Tape i (ASTM C920 or C834) 1/2-inch Staple (6 to 12 inch Spacing) � i I Figure 5:Over�lapping seam Lreatment, � 4 C�°r!«inTecd Coryuralion,f3ufldirig Sdrnre Depar(men[ System Overview and Summary t MemBrain sheeting may be installed as an interior air barrier system. Install large sheets using recommended fasteners, tapes and sealan�s to achieve air barrier continuiry with the building envelope components, as illustra�ed � in Figure 1. Set-up and Site Preparation ' The most effective time to install the MemBrain Air Barrier Sy�stem is: • After all building envelope penetrations are complete(i.e.,plumbing lines, elecMcal outlets, exhaust vents, � lighting fixtures, etc.) and vertical penetrations through wall plates in cavities are appropriately sealed. • After all windows and doors are ins[a11ed, and rough opening gaps are sealed appropriately (i.e., �vith code-approved low expansion foam). � • After wall systems are insulated with unfaced fiber glass insulation. • Be[ore exterior walls and ceilings are finished wi�h gypsum board. � Roof/Attic/Ceiling Applications 1.Staple MemBrain to the bottom oE ceiling joists every 1Z to 24 inches. , 2.Seal the film to interior and exterior wall top plates using recommended sealants. 3.Fasten the film using staples through the sealant to the plates ever5� 12 to 24 inches. 4.Allow the film to overlap at rhe corners a minimum of 6 inches. � Exterior Wall Applications 1.Start at a corner of the room where an interior partition wall or door jamb meets an insulated exterior wall. � Lay the MemBrain roll on the floor,with the end touching the bottom of the partition wall ar jamb. 2.Unroll MemBrain along the insulated wall,until the next corner is reached. Cut the film perpendicular to the insulated wall so that the overall length is about 8 to 12 inches longer than the wall. � 3.With the 3-inch offset edge parallel with the top of the insulated wall, place one corner of the cut shee�at the top left or right corner of the wall. The factory-cut edge should be covering the top edge of the top sill t plate. The cut edge of the sheet should wrap around the inside corner at least 4 inches. Ensure that the folded material is facing the room(the print across top header will be facing out).Anchor this corner with staples. 4.Apply recommended sealant over ' ceiling-overlapped film material at the�op pla�e, to the frame around window and door rough openings and to the bottom plate (See MemBrain ' Air Barrier System Details on page 4 and Figure Top Edge Folded Film to 17 on page 10).Working towards the opposite of Offset Unfold into Room ' corner, pull the sheet tight, and staple the offset ; � edge to the top sill plate through the sealant bead. Staples should be at least 12 to 24 inches apart. ' 5.After stapling to the opposite corner, allow the folded sheet to unfold to the floor. (See Figure 2) 6.Pull the sheet downward and staple through the ' sealant bead to the bottom sill plate. Then staple - at 1Z-to 24-inch intervals along each stud. Effort ' should be made to minimize wrinkles along the Figure 2:MemBrain sheeting orien�a(ion jor wall ins[a1ln�ion method. stud surfaces to make drywall installation easier. 7.Follow the MemBrain Air Barrier System Details � on page 4 to ensure an air-tight assembly. rv�ew.[ertnirt(eed.cont 3 � tIntroduction In addition to performing as an interior vapor retarder, MemBrain�" may be installed as a continuous, interior air , barrier system over unfaced fiber glass or other insulation rec�uiring a separate vapor/air barrier. MemBrain is recommended for interior vapor retarder and air barrier applications, located at the "warm in winter" (moderate to high heating climates) side of the building envelope. MemBrain sheeting is not intended for exterior applications ' where it would be e.xposed to the elements or IIV light. Safety note:When installing MemBrain,make sure that you are wearing the appropriate personal protective equipment. The following ' items are recommended: safety goggles or glasses and gloves. ' Required Materials The following materials should be used to create the MemBrain Continuous Air Barrier�Smart Vapor , Retarder System: • MemBrain Con[inuous Air Barrier&Smart Vapor t Retarder - Sheeting available in 8' 4", 9' 4", 10' 4° % and 12' 4"widths, 100'lengths (2.44, Z.74, 3.05 and �,;,1 M�� 3.66 mm widths, 30.48 m length) , . • Approved SealanUCaulk Wall Top Plate -Silicone-based sealants ' � -Must conform to ASTM C920 or C834 specifications � Cavity • Approved Sheathing Tape Insulation - Canadian Construction Materials Centre (CCMC) ' n,�M��� M�Me�,i„,°� Vapor evaluated or other code-approved sheathing tape. Permeable Exterior ' Air Barrier t (Coordinate MemBrain installation with Sheeting the framing (Air Barrier/ � � ,*"`� contractor) , Vapor Retarder) � - � t Rim Joist � "r" '�U'�--- Wal I � �v��ni,u nae,aew�,,;�' Bottom � � � �� Plate ���3 ' ' J�� ��- ' � Figure]: Muin�ain air banlrr conlintii�v a(r�im jois(s,co�ner�s,parti(ioii iva11 inter Jaces aiid ceili�igs. � 2 CertnfnTeed Corpora(ion,t3uilding5cicnce De��arCnunt CertainTeed ' .. MEMBRAl'NU Continuous Air Barrier&Smari Vapor Retarder ' • - - � • • • • • �" � . w _ � _ ���r� rva�,�f��-�,���+���U=��o =. , ' ' �� � ���a,„: x' ' � . �� ��� �t?�",:�.� .�t�".."tl"#'��.' €�,A''�.�s�r�`i�..z; ;... � '� � � . _ �.��� si.,� . ��.�- � �, h�_' . .. . �.� � . �...+r r - _ . ,�,. a,. .�;.�..: . . . , , . � ,,a � . ' . . . . , , . . . , . . . � � _ . . .. t � � .. . . . .. ":- ' � .. x �. .: � ' ,°'�"� :� �-� � LO ��� � --�'" �� ��� �� � �� �.u il �` � � NU�II�DiTY � ��'"`�� �� � � �ik�l�"��ITY � �. �� � � s� � � _ �- � � �� � � � � � � % � �� �� � � .e � , � � r° ' � � � � � � � � � � � � �� � �� � ' �� � � �� � ��°�� � �, �, > � �� � �� � � a � �- . �; , � �� � � ����� �� � � � � � � �� _� � _ � _� ` �. � - �� � _ � . � � � � � , � , 3 � � ,.�-� �t .� �.�: � �g � . �. . �. � � � ' M� �.4�7' . . � � �'�..� t`.� a . � 'a" . �.. x , e , �:,,� � � � � ` `�' , �`� z� � � �.f �e� . . � � � ' �'���5; .��� �€�`� �, ��� 9 r , ��m. -�� , , � . .�' �. � r- �, .r ' . ; ��. � " "" ' .�.--_...,. �i�� € � � 'ln . � , �_., . _ � . �, e}� w�.... ry�' � � � , '�... . .. F � �� �� t� . �� >-� �� � y,wv ^ , � r� � 4a.� ' � e�� {�, g< .`�'",� � �l ��� �f � ���� e � ���` w �:�. � . ' Certa i nTeed SAINT GOBAIN ' ' � � � � � � � � � � � 0 � � � � � � � Window Rough Opening Prep and Flashing Method A1 - Membrane Drainage System ���� �;�..�____...�, . . -�.�__�___� �� � z , ��� , � � .�3�`� .�iQ'�' � �'¢� �'�a u�`����'a ,,a�� �`# : � � � � , � i �______ � _ � _ �_ � 47 ��„�,��� �`,.v s` � ` F�g � ,,a� '�' . . _ . ; . `� "� �Q` � � "� � �.n� � . , ..; � r��. µ � ��� � � u"d .� ��� , � ��, j � ¢� �.� � .� � ; <' �� � � �� ��� , � , �. � � � � ��' � � ��g �� � � �, ��� e�' -�`�� � ti �'�,i - ,�,��;,�r�>i� �� s� � s' <� �� ���"�� � � ' ..�.���,� H , „ � � �� ��,a�� � �,. :��� �i �� � � � q-�'' S� c'-�' '� ' � � m ��� � �e� �..�i �`�...`� � V . .,�Q'� . ��� y„,",r � �,� .z'�� s�. _ ��. � . �� � ,._4 '� .. _. ���-� ; .,�- �o �` ' �.`�J � .. � �� . � � . . � � .ti .. � � � � � , � 3 S�� _:,_ .. i � � _ . ��� �� ..: i �,�� � ��„Q� '�� � - _ � - I — --—— — —J ABSTRACT: Please read these instructions in their entirety before beginning to install your Marvin, Integrity or Infinity window product. These installation instructions demonstrate the proper rough opening preparation (RO prep) in new wood frame construction using an industry approved water management system. For RO prep and installation using other construction methods, such as remodeling, replacement, and recessed openings refer to"ASTM E2112-07, Standard Practice for Installation of Exterior Windows, Doors and Skylights,"for suggestions. Information for ASTM E2112 can be found on the ASTM website, www.astm.org. Method A1 applies to non-integral flanged and wood windows. Weather Resistive Barrier (WRB) is to be applied prior to window installation. Head and jamb flashing will be applied over the face of the non-integral mounting flange. The sill pan flash detailed within is a TYPE III (flexible membrane). MARVIN��=�,,, egr�ty. I N F I �J I TY8 W i n d o w s a n d D o o r s i�sw�nnN ��E^p^�ARYIN 2012-03-07 Windows and Doors REPLACEMENT WINDOWS 19913776 Buil#around yau: Built to perform: Bttilt for life � � � � � � � � � A � � � � � � � � � Table of Contents Materials Used ATTENTION Note to Installer............................................... 2 Plan your rough opening carefully. The use of The following materials were used to develop Trim Weather Resistive Barrier...................... 3 pannings will affect the rough opening height these instructions: Type III Sill Pan Flash......................................4 clearance. TM Install the Window...........................................5 Weather Resistant Barriers (WRB): DuPont Flashin the Installation .................................6 TyvekO HomeWrap 9 Regional standard practices, environmental Insulating the Window Installation................ 8 conditions, and codes may vary and Panning Material: DuPontT"" FlexWrap NFO supersede the procedures contained within. Note to Installer The responsibility for compliance is yours: the Flashing Materials: DuPontT"' Flashing Tape installer, inspector, and owner(s). (butyl) Consideration of the window installation and wall as a system is important. The recommended Insulation: DowT"^ Great Stuff ProT"' foam method in these instructions and referenced � WARNING insulation, loose fill fiberglass insulation. elsewhere are intended to do just that. These details follow the concept that stopping air flow Always practice safetyf Wear the appropriate eye, NOTE: Foam should be minimal expanding, low into the RO cavity will aid in managing water ear and hand protection, especially when working compression, closed cell foam and compliant with intrusion. Striving to form a continuous air barrier, with power tools. ASTM E2112-07, sec. 5.9.2. water drainage plane, an insulation barrier, and a Sealant: OSIO Quad Pro-Series0; solvent continuous vapor barrier is best practice; matching You Will Need to Supply release butyl rubber sealant or DAP the window installation to the design of the actual Safety glasses Hearing protection DynaFlex230T"' wall system. Level Square Hammer Sill pan flash NOTE: Sealant must be compliant with ASTM These details show a TYPE III flash pan (flexible Insulation Tape measure C920 Grade NS Class 25. membrane) and were based on ASTM E2112. Perimeter sealant Other Materials: DuPontT"^ Seam Seal TapeO, This is one way to prep and flash a sill. Your Plastic or com osite shims situation may be different from those shown here. p beveled siding product, and various fasteners In that case we recommend that you reference Backing material (foam backing rod) noted within. other details found in ASTM E2112. Flashing materials Weather resistive barrier(WRB) The other three types are: NOTE: Numbers listed in parentheses Q are IMPORTANT metric equivalents in millimeters rounded to the Other materials may be used but must be • TYPE I: Rigid Sheet, 1 piece or multiple piece nearest whole number. compatible with one another. Refer to each product's technical specifications for compatibility . TYPE II: Rigid Sheet, multiple pieces and usage. • TYPE IV: Combination rigid/flexible membrane (multiple pieces) 2012-03-07 2 Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Trim Weather Resistive Barrier (WRB) . ____�. .___. , -� - _ � � __ . _ - - _ �- -- _ m �,� �-- �� �-��� � �� �, ,, , w _ _ ' ,ya�'Q' ya,�'a y��� y��a -.��` ,� � ,� �' ,�1.4�' yy,4�' y�� ,�y`�° a� ,� � ,,,� k"� �� �rt.''�" y'��a ,:4� �'�� �� .5�'� r� . .z'�. � _ a .. .. . i ; � �� ���" �- � �,�i � x� �i�,� � ' ' �y � � � .��"� _ �.. .. _ ` � �. � . �r , �, �. � � � . . , ._ . ,. �, ,.' ,� ;" . �,� �� '� �..�,.�,�.+�s, ��- �� '� � -..�,,.x�� �� �< : � . � r ��� �� �*s�' � �� � C � �� �e� ��. � � � �� '���� �� � 1 � �k �' � � �Q` .�� `�s ,iQ '1 � � #� � � I� i � } i �� f � t 4! ,i�'�'� � , � , E �". . � � ' q ' � ��. �- a�`' .. � . -�� � � - . �� � � � � .� . � : �. �, :: ' .. . � - � - - .. . :�. y �' � �.a, . _` _ " � ,>: � >� � ,` r� c'� ti,�' -- �,. � --- _< .. .: .. .A , a > , r ,c ,�§� `: i- � - , � _ ., _ .�`� � � a � v a ... a � ...- �� � �s �� � �a� � - � � , �b� .�s, �� .�' (�) _�� = _ ��-� , _ j ,�. .�' � _�y..--~''"Y� r— — -� -- i __ . � � t; � � _. r . . , , � 'I ��' :', I Sill Wedge/Slope '� ' �F` � I �� � �'� �� � I � ��Z � � , �� I .,a+- �� � t � � �...' itli� �.?� Y �t. � �"+��r �-° � � �„ � � I � ��-°f Adhesive I � ��� �4 _ F Figure 1 1. Make horizontal cuts across the top and 3. Make a vertical cut down the center of the RO. 5. Add a continuous "Sill Wedge" out of cedar bottom of the RO. Then make 45 degree cuts away from the siding or similar water resistant material to corners of the top of the RO. See figure 1 b. create a positive drainage slope. Glue to the 2. Trim up from the bottom corners about 2" (51) RO sill with two beads of sealant or adhesive and then make an additional horizontal cut 4. Flip top flap up and tack in place temporarily. and screw in place. See figure 1c. about 3 1/2" (s9)wide. Tack the side flaps away until sill flashing is installed. See figure 1 b. NOTE: This will affect your RO height, plan accordingly. 2012-03-07 3 Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Type III Sill Pan Flash � � - - __ - ._.a` -- � '� p _. —-- � �. ____ _ _. � �= � ��� ` �� �r ��� ��Q Q0 !e� �g0 �e se��� e � .�g �`�� , � ' w� M� .w^ �`b �Q�" � .3? � .c� .� � �� � � �` � � � �`• �ys '%xf.,, i� . + ,�.�r. at� �"' ... . ;.t �:.. ,�.a �� � .a� C i.�,�n, w ��-. �` �t��� �Q, h.ire� � .,. M� q �4 .. '- .. r Self Sealin Flexible �`� '�` 9 Side jamb WRB � ; �n� � ' �'� Membrane, � � � ��� wrapped to the interior �� � ��.� �� t` ,�' +�` ,� ,� � ,, t e € Sill Wedge/Slope � � � ��° ,� � : � � _�` � �.m ,� ��T �� '�� � _ � � � ; �� �.� ��, � � „, �� �' ; ' �,� - �� ��,m � � �m � �,�i.. . $k' � ' � � p '�m^ ,�t N+ � �� t^ A . 9 , � - P . � " .e��� S� .' . � - * i 4 .r ''" �'i :. q,. . �} . . Y(� S�, .)` n� � �� �F* ,y'�� � � s I � `Q6 t ... „tp .:.. . �=° � �„ -�� ,�Q� S� em � - ' ` ; � , �� Q7 ���� � � �� �'� Side�ambWR6 � � ��` �a� �4� �1� ��� ��'� �b�������--"��� cut off half way into RO �C� y � Seam Seal � � TaPe \ _ � � �� r ,�p p r�,t b,�.,��'�= � �'.... .\� , ,. ���; � �`, �� �i,� � \ ��� �� �� �` � ,Q..Q� `` ,��„� . ��� � �� � �(d) ��' � (e) Figure 2 Type III Sill Pan Flash using a sill wedge and flexible membrane. 6. Apply self sealing flexible membrane to the 7. Wrap side flaps to the interior and staple in 9. Place plastic or composite shims at the ends sill. Attach to sill plate and wedge, out over the place about 1 1/2"from the interior edge of the and in the middle of the RO to counter the WRB and underneath the jamb flaps. See opening. Cut the excess off near the staple so slope of the sill wedge and support the unit. figure 2a. that a 1-1 1/2" strip of bare wood is exposed. Fasten with adhesive or finish nails. If using Tape this edge with seam seal tape. See finish nails, place adhesive under shim where NOTE: Some situations call foran upturned leg at figure 2b and d. nail will penetrate. See figure 2e. the interior. If that is the case, do so using the excess sill flashing membrane to the interior. 8. Apply seam seal tape over the corners and cut off excess on the interior if applicable. See figure 2c and e. 2012-03-07 4 Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � w� � � s � � � � � � � � � Install the Window � � , �. .�... ...________�� � _ �_. _.--.� � � '�r�j ` �,���,: � �. � j � � � � r �"� ��� ���� `. Q' �Q.� �Q.� ��� �m���� ����' �y� ��� �� � I � ,. . _ _ y��� 3 j , f � I � � . . � k �� �� ��� �� � , _ �. //I �:� �, � �. � . . ����' �� .� . _ �. __ �� _ ' � . �, .�, ` , ��. �� _ _ af� \��� � I '�, �`� � Sealant � I ,yy��, ��� -�_ � � _� � k- :.� ,ti� � �� � �\ 'y`\"' .. ti �� ��� �¢� � � � ;��� � � �� ��k ` � � � � J�4� �� �� #� �� �� ��,� i � �c��'' C �yQ`� s' � ..:in � s,� I ,Sealant _ - -- � • ' ,�� '`` �� � rb ! a , - ���� �� � � •; � �, � �-��" � ��� � 1 v� z � <• ♦ _ � 1 f � yQ_ " ♦ `-' a / , � ; . �� S , a ; ., � r F � � ��r �i° , ♦ e- ,-_ .� � �ti - - '� �-°� s ; ��, sa�' �� -^"'--�� � - I e �,,;�,,,,°�.� ' x-�� �- � � .� � � i �� �� � �ae' __-- -—_ � � � � � �--"" �` /'T�t �..—�' ,:a"°` . , Y�l �._�-�-^." � . �a. .�{� � Figure 3 Install the window per installation instructions sent with the unit. 1. Starting in 3/4" from the side, apply 1/4" to 3/8" bead of sealant 1/2"-3/4" across the top of the RO stopping 3/4" in from the end. Apply sealant down both sides of the window opening in the same manner. Do not apply sealant across the RO bottom. See figure 3. 2. Place a bead of sealant %4-3/8" from interior edge of the RO sill. 3. Install the window according to the Marvin installation instructions provided with the product. Use of composite/plastic shims may be necessary to counter the slope and level unit or lift above selected panning method as well as provide support. 2012-03-07 5 Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Flashing the installation NOTE: Some illustrations and text in this section refer to units built without brick mould casing or flat casing. Procedures are identical for windows with casing unless noted. t�. , � t � ' i �_ iy„q ��x Fa"���i �: ,s ` ��4�t� �N: it .� ........_....mm_ ...._ . ....._.. .......•,_ w ' y'. ___...._ ..—._.. ~__._. ... ......__._.-�'_....�._ ..._ ......._.... .._. ...._.. ~� . j # —�— .�_^...,.�.� —....._ . s-: . � -"' .. " e " , � a � �. r�- ... -:. ,..� �� �4`° � ..C� .�.,.:�...�...,�'�. .,te 2�( �Q��t �4� �.. w� .. a0q aF�..,�-.,;``'� �.�y44 y� »f�� ��t +a ., � �� £ � �:. . ..ti`Z Sy4' #"�,.�..;,.�,..�e- � y��`� 3�4w� j6 �6...�4.�,�'� : .. t ,� � . �� . . ,ia� ��e" �� adQ$ ,�$z� . . ,�` � :� � � � t�' e1� . . . ��y .i3 ��. �,t�. :�:�4� . ..�,i! .�� � � . � �� .,. . (a) .� �`� .� �Qm ,�� `F � _ _ _ _ _ : __ r � � . � . t�� ;: , � 3�� �,_..___--- - '' � Drip cap. � , ; I �, � � � ,,, r� . � _ ,, �. � m a'� rc �a� �Q,�, a � �� �� r` I . , : i , ,' v .� � � t� � �� . . . . '., .(. ¢ z ,� � ro 6 ��` i�.. � � g� � ° ' � � a`� � „E� . a � - � � d �� �. �-� -� � ti� � �-� ' � � �� � � �_,�... t �� : ` � � �� �"���� 1�f � Install skirt over sill nailing � 1� �` fin or butt up to subsill (on � � � " � wood units. _ _ 7nstall drip cap on wood � ___ �� _ ---� �� � � � units and units with casing. � --------._.___,____ � � � (b �� � � Figure 4 Flashing the installation. NOTE: If a drip cap is not already installed on the NOTE: Follow the flashing manufacturers' IMPORTANT head jamb or head jamb casing of the window, do recommended instructions for attaching to the Nailing fin is not designed to be a weatherproof so now. The drip cap should extend about 1/8"(s) building materials under the WRB. For example, flashing. beyond the edge of the window on each side. Be priming wet or frozen wood, application sure to apply a bead of sealant along the back temperature, etc 1. On clad units, apply nailing fin corner gaskets sides of both vertical and horizontal surfaces of 2, Install a "Skirt." Use flashing material or a the cap that come in contact with the window, to each corner of the nailing fin. Follow 12" strip of WRB and attach to the sill of the instructions on back of gasket. (Wood units w�ndow casing, and sheathing. See figure 4b. �nrindow with seam seal tape or flashing tape. and units with clad casing do not use corner gaskets.) See figure 4a. 2012-03-07 g Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Flashing the Installation (continued) �� �.��� $* �F .� ; -��w . � � � �qm��� s� � �� .������ �. _ � R�" ��� �'� , Cut fiashing at r ` k' ,�f, � �a `' Ga�� a�F,�d. `; � » � �{ '�M 4 , . �� �,.. , k�� � head ja"mb and R -�=��= - - � � � � ��� � � ;;�, �� w, � , . ._._. " ; �old back'onto"� � � s � �� � � � � � � . � � q,a= � ,� w ° , _�...� 1, �� � , � �`„�.�, ,i;� � � �, � � � � �. , � �. ��-;,�-� � � 1 ��•.� ` �,1,� '� - �- �'- ' � :_ � � � r ;�; � -, Use fle ���. . � `�..� � �� '*' "° �.,"¢ � � membrane a , � . �t ��,.� � � � � � � � head jambs of�,G�,� °�, ��� � � ' � �, round top� ,`'° � � � � units. ��, � _ r �a) �b) ��) , ; � �, �d�� . � � � � ., .s,,F � ,_ __ _ ___ _ _ � � e �• e e .4 � � w �c e a �, " ` Fold WRB Q�' 4e ¢e e e � �, y�Q` a��- � � ,fi . ,�,�.c�` �`" s�' ,�Q' �� �- ,�?� .et ,t�°�at� � � � � � afi' � a� � down over � f � . ����� head jamb ,+ r �,4,2�,: yQ,�a"`. fi t F 7"" �,��"�fY���� � � ..�,4+ F`v�., _ y,... .�:.,n,u.'.C��.�s.d°"`? w �S� , � �. Y _` ht.' 4�.,3 ,qR$ .$� . .M..� � ...��,w.�" �� �� , � � ��.. ���.».�,� �t� ,:i � ,�,J.. ,�� �„ . ��,`� ��� � l p,6 �� �t , � � . . a� � � � _ ,Q� . � ` a^� � i �R � �,4�`` Sa�� �. ' ' c� r�� �,4�c� S,�' .. . � �. a� � . „ys� "1''� . �. a'� '� O ..,x�` � � .'� � ,, �, 4� ",�,' � r . _ , �� �� � �� ' ��� i �� �, ,��' �*`� _ ; .r� - , ° � ,z �, .. .� .. � � � � � �a^' s -t �� s � . � � �� �. . �„cf ` . .. � . . �' � � � ; a�� ��+ � ��r�� � � ,� �' : � �.� � , g _ -zk4 � . y,ra� .:; . a; .. � $ .a� �m » . � - . � * ��. � :; �. c . .. ., _, ,� - r ,.` � . a.. a - �,a s ,r .^." �4' aN . �� .e� .. .- � . � . _ ,_ � _ ��� � . � .� .� . � _ � ��.. �. i u_ .,. _..s � ,� Figure 5 3. Lap vertical strips of self sealing adhesive 4. Install another layer of adhesive membrane edges of the flashing from curling up over membrane onto the unit or casing and out lapping onto head jamb of unit and over time. See figure 5c. over the air barrier. Make small cuts at the sheathing. Membrane flashing at head jamb head jamb to allow the membrane to fold back should extend and cover flashing membrane 6. Fold head jamb air barrier down over the head onto the exterior. See figure 5a. previously installed at jambs. See figure 5b. jamb flashing. Apply seam seal tape over the diagonal cut in air barrier. Make sure the tape NOTE: On Round Top units flash the head jamb 5. Tape the top edge of the head jamb flashing laps onto the unit or casing. Tape and seal any using a flexible membrane. See figure 5d. with seam seal tape. This will help to avoid the seams and fasteners directly above the unit. See figure 5e 2012-03-07 � Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Insulating the Window Installation NOTE.� We recommend two possible ways of insulating the RO cavity. Both methods follow the principle that stopping air intrusion will aid in managing water intrusion into the RO. The first method uses a combination of one bead of low expansion/low compression/closed cell foam at the exterior plane of the RO in conjunction with loose fill fiberglass insulation. The second method uses two beads of low expansion foam (one at the exterior plane of the RO and another at the interior plane of the RO). ri;�..., ��. :� �� ,�.� � .�. � � ��, - " � I ~ � � �� �' ;�„ ..._--.�.--,- �� � �� �. ��° ��, �t ���� ,� . � � i i - a,. . .� � w � �,a �. �! � �� � Minimal expansion foam- r filled behind backer rod and �`�� �� � � �_ � Loose fll fberglass � � ��`e'�� { at the corners over the sill insulation �° �r_ <,--� � �� sealant line n„� ;� � � ,• ���,` ` a 3 {�a`�."��`� �_ _ — / ___ _ _ —_ — ��a ��'��� � �� —� � � ��i i � � / ��;.�, � �� � �� Backer Rod � � ;'•� � � : � /� � . / � - 3. E; � .. _ � ���. Fa ��cy�{ �� q �� �.� �' , / � . ;¢. ��� � m ;, ~ ` r...- �; ��'� .. o. c �"'ah I � . Y / c s ' . ._Y. . ' . ; II r . ' . ..+��-�+^ I ' - � � � ` 4 2}e,a -e.�. ..� , .� � �€ � �. . . � � .ae",�" ���� ;a' s �. � � �� � . v a.. � ` � � �}', , ,�<, : m � � � � �� .; � �� ���� v � , � �„ � � I ��� � � �. . � I , �� , �x � � y � ; _ � ,; ` i �, ' ; I v ,i ;� � � �. �� .. � ' � , �� a , _. „ ' �-^� _, u,�y;��,: a.� .a ; ..,�`'.F �', . � , .s,... . , ,^ ,�»,. .< ����`• �,. � ���a � . � .���--��i (b��.� x � ` ���..:_ ° � �, � ,_�a�_�. .._ ��, � �� �� __ �� �_ _ __ _�---- a ��_ _ _ __ � �� � _ � Figure 6 Insulating the RO using a combination of minimal expansion foam and loose fill insulation(Method 1) Insulating the RO (Method 1) 2. Apply one bead of minimal expansion, low 4. When the low expansion foam has set, fill the 1. Insert backer rod around jambs and head compression, closed cell foam against the cavity with loose fill fiberglass insulation. See jamb. Push backer rod to the back of the backer rod. See figure 6b. figure 6c. cavity so it contacts casing or nail fin (or in the case where neither are used, exterior flashing 3. Fill the bottom corners with foam out to the sill material). See figure 6a. sealant line. See figure 6b. 2012-03-07 $ Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System � � � � � � � � � � � � � � � � � � � Insulating and Sealing the Window Installation (continued) � � .�� � r�� , ��� ��� �� , � � � ��� � �a�.� �� � �� � � �,��..„ � � .� � '�� � � � ,. „ � , . ; -� * � � ' ��� �� �}� �� ' �� � '`�� . �� �'-, ' � �� ;�i„ ��F '� Second bead of � .f ��� � Minimal expansion �'�, " � '��� ���" ��� foam against backer ed e of ROe interior f � '� --" . rod. � � � £ � ���' i �- o . , , � �« � , � � ��� i . e ;"„� ��. , _ ,_ ,- � ----- � a,� Backer Rod � ��`, [� ��9� � �'? �.� � "�/ a,,,n 'J w �; � � � �� m � �, �° � I � � � � �a` � � r �,� �" � �� � � � . � � � '� �� . . � -� �� � � � � � � � v , ,� . ,� �x�-- � �a �..�,�vY�fi e,�, I � ,, 4, � �� � �n�r � �. �. ��� � � � � � � � � � � ° '� ��' ° ' ������ ` � = ,r��� _ �� � ��,� � � ��� F , I �� � � � I I �' , � ��� � � I � ' _ � � ,R„�� ��`� ���' ���� i � � `� 9.. � � �� , ����, ���� ��r � � � . a.. � « �� � �� � ��.�.� . ���, . � � . ��. (a) `�`� ..�r a� ' i (c}e� «��� a ------ �� �� ���� -�-..�.�.�,--� ��� � �� � , � ��� � -- I � Figure 7 Insulating the RO using two beads of minimal expansion foam(Method 2). Insulating the RO (Method 2) 2. Apply one continuous bead of low expansion, 3. Apply a second continuous bead of foam at 1. Insert backer rod around jambs and head low compression, closed cell foam against the the interior plane of the RO around the jambs jamb. Push backer rod to the back of the backer rod. See figure 7b. and head jamb. This bead should contact the cavity so it contacts casing or nail fin (or in the sill sealant plane. See figure 7c. case where neither are used, exterior flashing material). See figure 7a. 4. Once foam has cured, trim excess as needed. 2012-03-07 g Window Rough Opening Prep and Flashing 19913776 Method A1 -Membrane Drainage System ' ' Introduction and Product Performance ManualHistory....................................................................................................................................................... 1 ' How to Use this Manual......................................................................................................................................... 2 TopLevel Abbreviations......................................................................................................................................... 3 Glossaryof Terms.................................................................................................................................................. 6 ' Unit Features on Windows and Doors.................................................................................................................... 14 Storm Plus: Code Requirements and Glazing........................................................................................................ 16 Egress Code: International Building Code-2012-2015......................................................................................... 17 ' Chain of Custody Certification................................................................................................................................ 18 WDMA Hallmark Certification Program.................................................................................................................. 20 ' Industry and Federal Performance Standards....................................................................................................... 21 Product Rating Codes/Performance Classes....................................................................................................... 22 STCand OITC Class Values.................................................................................................................................. 24 ' ENERGY STAR�Program -United States............................................................................................................ 28 ENERGY STAR�Most Efficient- United States .................................................................................................... 29 ENERGYSTAR�Program -Canada..................................................................................................................... 30 t ENERGY STAR�Most Efficient-Canada ............................................................................................................. 31 ENERGYSTAR�Program..................................................................................................................................... 32 NFRCCertification Program................................................................................................................................... 33 ' NFRC Label............................................................................................................................................................ 34 Building Categories and Design Factors................................................................................................................ 35 WindSpeed Map-ASCE 7-10............................................................................................................................... 38 ' Altitude Guidance................................................................................................................................................... 39 ' i 1 i 1 1 1 1 CHECK MARVIN ONLINE DOCS FOR LATEST vERSION Printed On: Mar 22,2017,11:01 am , 19972255 Marvin Architectural Detail Manual � MARVIN�� Introduction and Product Performance "' °°°"° °'` °"" , Builfaroundyou. ' Manual History On the body left hand corner of each page is a version number that will help the user identify when a change has been made to the information contained on the page. The most current version of the manual can be found at www.marvin. The chart below details ' when the paper copy of the revised manual was printed along with the corresponding version number. � Version Print Date Notes/Memo Topic 2012.1 December 2012 Original Release 2013.1 July 2013 Retro Size Door Info, New Direct Glaze Polygon, Rectangles and Round Top, ' general format updates and section details 2013.2 January 2014 Interior Shades, updated spacer bar on divided lite pages, updated certified size charts to match CSI specifications, Format changes to min/max charts include width and heights in header, clad sill nailing fin update, updated screen info and t color options, and Satin Nickel PVD color for butt hinges 2014.1 May 2014 Clad Ultimate Double Hung -Next Generation, Retractable Screen for Clad Ultimate Double Hung - Next Generation, Interior Shades for pouble Hung, ' Contemporary Bottom rail for 1 3/4" Doors, Contemporary Handle for 1 3/4"and 2 1/4" Doors, 1 15/16" SDL bar option, Wood Special Casing 2014.2 October 2014 Updated Low E and Non Finger-Jointed naming conventions. STC and OITC Class value charts have been updated. ' 2015.1 April 2015 Introduced Clad Multi-Slide Door and updated Energy Star information. 2015.4 December 2015 Introducing 4 new colors to the color palette, Clay (CY), Gunmetal (GM), Liberty Bronze(MLB pearlescent), Suede (SE). ' , ' � ' ' , ' , ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' Ver2015.4 2015-12-21 INTRO/PRODUCTPERFORMANCE-1 �s9�2255 Marvin Architectural Detail Manual MARVIN�`� � Introduction and Product Performance Vf �a�.; ,.: ,�,,, Built around you: How to Use this Manual � Manual Objectives: The content of this manual will aid in understanding the wide variety of standards, codes, and regulations governing the use of windows and doors. Consumer-friendly information on a variety of highly-rated Marvin Window and Door products along with ' fenestration standards, including glazing, clad finishes, hardware, and overall product performance can be used to help your clients understand what products best fit their project needs. Intended Audience: ' This manual is primarily intended for professionals who: . Provide shop drawings, sales and service to customers .Write job specifications , . Need further product knowledge Sources of Additional Help: . Marvin Architectural Hotline: 1-800-346-3363 ' .Our Website: www.marvin.com .CSI Specifications . Installations Instructions .Warranty Information � . Care and Maintenance . Owner's Manual . Parts Manual ' The Online version of this document is the document of record and will be the most current version. Specifications and technical data are subject to change without notice. This manual is designed to make Marvin Windows and Door product knowledge easy to find and utilize. Used in conjunction with the � Marvin Price Guide and Marvin Parts Manual, it will provide a library of Information on Marvin Products. Each Window and Door Product has a collection chapter that covers general unit features. All individual chapters have product ' specific features.The line entries of the TOC are linked to a specific page for assistance in locating necessary information. Product Notes: .Numbers in parentheses()following measurements are metric equivalents in millimeters rounded to the nearest whole number , .Allow 1/16"(2)tolerance on all measurements .For accessories,dimensions and applications,see the Accessories section of this manual .All measurements for Rough Opening, Masonry Opening, Frame Size, Casing OM are rounded to the nearest 16"' of an inch. ' Rounded Fraction for Glass Size, Daylight Opening, OM of Combination or Energy Panel, Storm Sash or RO Spring line are to the nearest 32"d of an inch .E_(Egress):Window that meets the requirements for Egress. Please note that the top of the sill must be no more than 44"(1118) from the floor. Code restrictions may vary depending on your local building codes , .T= (Tempered): For safety and/or code requirements, frame size greater than 71 1/8" (2924)tall, Marvin recommends tempered glass. Units with Frame 25.2 sq. ft.and larger may require tempered glass Trademark Information: t The following trademarks are referenced in this manual: . E-Gard�is a registered trademark of Truth Hardware How to Submit Suggestions: ' Comments or suggestions regarding this publication can be directed to: Technical Publications, Marvin Windows and Doors, P.O. Box 100,Warroad, MN 56763 or call (218)386-1430 or 1-800-346-5044. ' ' , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-2 19972255 , Marvin Architectural Detail Manual ' MARVINi��� Introduction and Product Performance W'°°°" ` ` °°"' Bui�!around you: 1 Top Level Abbreviations Marvin Product Abbreviations ' General Term . C Clad SGL Single CN Call Number SHGC Solar Heat Gain Coefficient ' COMB Combination SO Sash Opening CR Condensation Resistance SPEC Special DLO Daylight Opening SPLN Springline � DP Design Pressure ST Stationary(0) EP Energy Panel TRDL Traditional EXT Exterior ULT Ultimate , EYE Eyebrow VGR Vertical Grain FCIR Full Circle VLT Visible Light Transmittance FELP Full Ellipse W Wood FPAN Flat Panel W Wide-Always preceded by number wide , FS Frame Size WDW Window GOTH Gothic Head Doors GS Glass Size CBD Combination Door , GTH Gothic DRTR Door Transom HCIR Half Circle SCD Screen Door HP High Performance SD Swinging Door ' IG Insulating Glass SDDG Swinging Door Direct Glaze INACT Inactive(X) MIFD 2 1/4"Residential Inswing French Door INST Installed UIFD Ultimate Inswing French Door ' LF Lineal Feet UIFS Ultimate Inswing French Door Sidelite LH Left Hand UIFT Ultimate Inswing French Door Transom LPS Low Profile Sill MOFD 2 1/4"Residential Outswing French Door ' LT Lite UOFD Ultimate Outswing French Door MO Masonry Opening UOFS Ultimate Outswing French Door Sidelite OCT Octagon UOFT Ultimate Outswing French Door Transom OSM Outside Measurement MIAF 2 1/4"Residential Inswing Arch Top French Door ' OPER Operator(X) MOAF 2 1/4"Residential Outswing Arch Top French Door PG Performance Grade UTAF Ultimate Inswing Arched Top French Door PROJ Projection UOAF Ultimate Outswing Arched Top French Door � QCIR Quarter Circle ISPD Interior Sliding Patio Door QELP Quarter Ellipse SPD Sliding Patio Door QEYE Quarter Eyebrow UISF Ultimate Interior Sliding French Door � RAD Radius USFD Ultimate Sliding French Door RO Rough Opening USFT Ultimate Sliding French Door Transom RPAN Raised Panel ULS Ultimate Lift and Slide Door ' SCR Screen ULSP Ultimate Lift and Slide Pocket Door SDLT Sidelite ULSS Ultimate Lift and Slide Stacked Door SG Single Glaze CD 1 3/4"Commercial Door CDIST Commercial Door In Sash Transom � CDTR Commercial Door Direct Glaze Transom MCD 2 1/4"Commercial Door MMSD Ultimate Multi-Slide Door , MMSDS Ultimate Multi-Slide Door Stacked MMSDP Ultimate Multi-Slide Door Pocket , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,17:01 am , Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-3 19972255 Marvin Architectural Detail Manual MARVINi�.� ' Introduction and Product Performance '' �Builiaroundyou. . Top Level Abbreviations t Options Swinging Windows ADL Authentic Divided Lites MICA Magnum Inswing Casement ' BAY Bay MHOP Magnum Hopper BOW Bow MTT Magnum Tilt-Turn BMC Brick Mould Casing TT Tilt-turn CBRNT Cabernet-Stain Finish UAWN Ultimate Awning , CIF Clear Interior Finish UAWNP Ultimate Awning Picture CSG Casing UAWNVP Ultimate Awning Venting Picture ESPR Espresso-Stain Finish URAWN Ultimate Replacement Awning ' GBG Grilles-Between-the-Glass URAWNP Ultimate ReplacementAwning Picture GRIL Grille URAWNT Ultimate Replacement Awning Transom HNY Honey-Stain Finish UPAWN Ultimate Push Out Awning HZLNT Hazelnut-Stain Finish UPAWNP Ultimate Push Out Awning Picture , LTHR Leather-Stain Finish UPRAWN Ultimate Push Out Replacement Awning PIF Painted Interior Finish UPRAWNP Ultimate Push Out Replacement Awning Picture SIF Stained Interior Finish UCA Ultimate Casement O SDL Simulated Divided Lite UCABB Ultimate Casement Bow/Bay TEMP Tempered UCAP Ultimate Casement Picture TG Tripane Glass UCAPOLY Ultimate Casement Polygon ' WHT Wheat-Stain Finish UCART Ultimate Casement Round Top WOCD Window Opening Control Device UCAVP Ultimate Casement Venting Picture Sliding Windows URCA Ultimate Replacement Casement DHTP Double Hung Tilt Pac URCAP Ultimate Replacement Casement Picture ' SHTP Single Hung Tilt Pac URCAT Ultimate Replacement Casement Transom MDHT Magnum Double Hung Tilt Pac UPCA Ultimate Push Out Casement MSHT Magnum Single Hung Tilt Pac UPCABB Ultimate Push Out Casement Bay/Bow ' MTP Magnum Tilt Pac UPCAP Ultimate Push Out Casement Picture INDH Ultimate Insert Double Hung UPRCA Ultimate Push Out Replacement Casement INDP Ultimate Insert Double Hung Picture UPRCAP Ultimate Push Out Replacement Casement Picture ' INDT Ultimate Insert Double Hung Transom UFCA Ultimate French Casement MSTA Magnum Stationary URFCA Ultimate Replacement French Casement MDHR Magnum Double Hung Replacement System UPFCA Ultimate Push Out French Casement UDHM Ultimate Double Hung Magnum UPRFCA Ultimate Push O�t Replacement French Casement ' UDHMP Ultimate Double Hung Magnum Picture Stationary Windows UDHMRT Ultimate Double Hung Magnum Round Top DG Direct Glaze UDHMT Ultimate Double Hung Magnum Transom OCT Octagon , USHM Ultimate Single Hung Magnum PDG Polygon Direct Glaze SH Single Hung PENT Pentagon USH Ultimate Single Hung POLY Polygon UDH Ultimate Double Hung RECT Rectangle ' UDHP Ultimate Double Hung Picture RT Round Top UDHRT Ultimate Double Hung Round Top TRI Triangle UDHT Ultimate Double Hung Transom ' USH-NG Ultimate Single Hung-Next Generation USHRT-NG Ultimate Single Hung Round Top-Next Generation UDH-NG Ultimate Double Hung-Next Generation ' UDHT-NG Ultimate Double Hung Transom-Next Generation UDHP-NG Ultimate Double Hung Picture-Next Generation UDHRT-NG Ultimate Double Hung Round Top-Next Generation UDHRTP-NG Ultimate Double Hung Round Top Picture-Next Generation � UDHRTT-NG Ultimate Double Hung Round Top Transom-Next Generation UGL Ultimate Glider UGLP Ultimate Glider Picture ' UGLTS Ultimate Glider Triple Sash CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-4 19972255 , Marvin Architectural Detail Manual , MARVIN��;'.�, Introduction and Product Performance W'°°°"' `�` °"`° Built around youi � Top Level Abbreviations � Clad Colors Interior Shades SW Stone White ALMD Almond PB Pebble Gray BSCT Biscuit SA Sierra White CELR Cellular � CO Coconut Cream CELRLFLT Cellular Light Filtering CS Cashmere CELRBL Cellular Blackout CG Cadet Gray CHPN Champagne ' BN Bahama Brown CNM Cinnamon EG Evergreen CNTPRY Contemporary HS Hampton Sage DENIM Denim ' CC Cascade Blue DRFTW Driftwood BZ Bronze EGGSH Eggshell EB Ebony IVORY Ivory � FV French Vanilla MOSS Moss WB Wineberry MGLD Marigold MSL Bright Silver(pearlescent) RSE Rose ' MCP Copper(pearlescent) SHD Shade MLB Liberty Bronze(pearlescent) SLV Silver CY Clay ST Stone GM Gunmetal TAN Tan ' SE Suede TRDL Traditional WH White , ' � ' ' ' ' ' , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am , Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-5 19972255 Marvin Architectural Detail Manual MARVIN�..� ' Introduction and Product Performance w °°°�' ° ` °"" Built around you. Glossary of Terms , ALUMINUM SURROUND:The aluminum frame around a screen or energy panel. APRON:A piece of casing or decorative trim installed against the wall immediately beneath the stool of a window. ARGON GAS:An inert gas known for its ability to provide insulating properties in IG air spaces. � ASTRAGAL:A moulding applied to one stile of a French Door, Sliding French Door or Ultimate French Casement window unit which the other door panel or window sash strikes. Usually head and foot bolt devices will be found on the astragal side. ASSEMBLY:A collection of single units mulled together. , AUTHENTIC DIVIDED LITE(ADL):Also known as True Divided Lite. Permanent stationary muntins and bars separate the glass in a window sash or door panel to give the sash two or more lites of glass. AWNING WINDOW:A combination of frame and sash, hinged at the top of the vertical jambs which allows the unit to pivot from the ' top with the sash opening to the exterior of the building. BALANCES:Any system of block and tackle or spiral springs used in the jamb liner of double hung or single hung units to counter- weight the sash and allow for easier opening and top sash retention. BARS:A narrow rabbeted, member in a divider system to create a series of divided lites in the daylight opening of the sash or panel. , Grilles,ADL, GBG,and SDL Spacer bars must be connected to the rails and stiles. SDL without spacer bars may be freely attached to the glass without contacting rail and stile. Bars can be assembled into a variety of patterns including grids, radius, diamond, Queen Anne, etc. � BAY WINDOWS:A series of windows installed in a"bay"which is two flanker units and a center sash; a "bay" may be an arc or a polygon; when a"bay" is or closely approaches an arc,the window is termed a"bow"See Bow Windows. BOW WINDOWS:A series of adjoining window units, installed on a radius. � BRICK MOULD CASING (BMC): An exterior moulding of window and door frames that butts the exterior facing material of the structure.The casing serves as the boundary moulding for brick or other siding material and also helps to form a rabbet for screens and/or storm sash or a combination door. CAM LOCK:A lever operated lock which is used to prevent intrusion through the sash. Cam locks and keepers were installed on the ' jambs and stiles of older Casement and awnings. CAM PIVOT:A zinc pivot pin attached to the top and bottom sash stiles of double hung units (bottom sash on single hung units). Cam pivots rest on the clutch system of the balance tube assembly which allow opening and closing of the sash. , CAPILLARY TUBES:A tube inserted into the insulating glass spacer that allows the inside and outside air pressure to equalize in higher elevations. Capillary tubes will allow gas fills other than air to escape. CASEMENT WINDOW (CA): A vertical hinged window system consisting of a frame, sash weather strip, locks, hinges and an operating crank device, on operating units. Push Out models are optionally available. ' CHECK RAIL: The horizontal members of a double hung sash that are designed to mate with the check rail of the paired sash. These could also be vertical check stiles, as in the glider or patio door. CLAD (C): Marvin clad products refer to wood window and door parts which are covered with an extruded permanent colored ' aluminum jacket on the exterior side of the frame and sash. CLAD BRICK MOULD CASING(BMC):A clad extrusion designed to simulate brick mould casing for Marvin clad products. CLEAR OPENING(CO):The opening created when the window or door is completely open. ' CLUTCH:The plastic and metal assembly on which the cam pivots of a double hung or single hung sash rest.The clutch is attached to the balance system which allow opening and closing of the sash. The clutches are color coded for easy identification of balance strength. COMBINATION DOOR: An aluminum frame assembly containing an interchangeable glass storm panel and screen. The unit is , installed on the exterior of the door, and is available for wood Inswing and Ultimate Inswing French doors. COMBINATION WINDOW: A wood or clad wood frame storm sash with self-storing screen. Bottom glass panels such as those installed on a double hung unit operate by moving the plungers in and sliding the glass panel up to the desired position. Side glass ' panels such as those installed on gliders slide to the left or right to the desired position.All inserts are removable from the inside. COMMERCIAL DOOR:A door which specifically targets the non-residential market and may not meet WDMA standards for water penetration. This door comes standard with an 11 3/8"(289)bottom rail and a 1/2"(13)low profile sill allowing it to meetADA codes. ' CONDENSATION RESISTANCE (CR): Measures the ability of a product to resist the formation of condensation on the interior surface of that product.The higher the CR rating the better it resists forming condensation. COTTAGE WINDOW:A double or single hung window with the top sash smaller than the bottom sash. DAYLIGHT OPENING(DLO): The width and the height of the visible glass. ' ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-6 �ss�2255 , Marvin Architectural Detai�Manual ' MARVIN�'� Introduction and Product Performance w'°°°"' ` " °°"° Builf around you: ' Glossary of Terms DEPTH OF THE JAMB: The point where the exterior casing ends to the point where the interior casing begins. On clad units, the point from the backside of the nailing fins to the interior of the frame. ' DESIGN PRESSURE (DP): Is a rating system that is based on testing for structural performance under static air pressure. Water leakage, air leakage, operating force and forced entry must also comply to attain a DP rating. DIRECT GLAZE(DG): Refers to a stationary window with no sash where the glass is glazed directly into the frame. ' DIVIDED LITES: See Authentic Divided Lites or Simulated Divided Lites. DOUBLE HUNG (DH):A window unit with two movable sash which operate by sliding vertically. Double hung sash are retained in position with the use of balancing devices. ' DOUBLE HUNG MAGNUM (DHM): Larger size Double hung windows. Double hung magnum windows have two movable sash which operate vertically. Double hung magnum sash are held in an open position with the use of balancing devices. DOUBLE HUNG TILT PAC (DHTP): A specially designed, made-to-order, package which includes everything needed to replace double hung sash and hardware in an existing frame without changing the frame. This product has the same tilt feature as the ' Marvin double hung. DRIP CAP: A formed aluminum or vinyl piece which is installed at the top of windows and doors that allows water to run off the casing of the unit instead of seeping around the casing and into the unit. ' DUAL GLAZE:An IG with two panes of glass. EGRESS: Refers to an escape opening in a room designated as a sleeping area. Windows and doors must meet a minimum size requirement to qualify as an egress product. ' ELECTRIC OPERATOR:An electrically operated device which will open Casement or awnings units by using a switch.This is used in lieu of a roto gear crank or pole crank. EMISSIVITY: A measure of a surface's ability to emit long-wave infrared radiation or room temperature radiant heat energy. Emissivity varies from 0(no emitted infrared)to 1 (100%emitted infrared).The lower the emissivity,the lower the resultant U-Factor , and the better insulating performance of the material. ENERGY PANEL(EP): Formerly called an RDG-removable double glazing, is a piece of glass annealed or tempered, and finished on the edges by a surround. EPs are applied to windows or doors and rest on the glazing stop. EPs offer the homeowner added , energy e�ciency over single glazed units. ESCUTCHEON:A decorative door handle plate attached to the stile directly behind the handle(s). Generally square or rectangular shaped. ESPAGNOLETTE: Tilt-Turn hardware which houses the gear mechanism for the Tilt--Turn, in-swinging casement and hopper , handles. EXTRUSION:A linear component of plastic or metal made by the process of heating the raw material and forcing it through a die as it cools to provide a specific cross-sectional shape. ' FENESTRATION: Anything designed to fill an opening in a structure. Used in our industry to specifically apply to doors and windows. FIELD MEASUREMENT GUIDE:A form that is filled out prior to ordering the Clad Magnum Double Hung Replacement System with , Panning to ensure the correct sized unit is assembled at the factory. FINGER-JOINT:A series of fingers machined into the ends of two pieces of lumber to be joined together. They are then held firmly in position by adhesive. Finger-jointed wood is very strong and has a lesser chance of warping than does a non finger-jointed piece of wood the same length. ' FLANKER:A former term used to describe a side or lateral part.Also previously used to describe the side units in a 3-wide picture unit or bay. See two-wide entry. FLAT CASING: Flat-surfaced on four sides, pieces of pine of various widths and thicknesses for trimming door and window ' openings. The casing serves as the boundary moulding for siding material and also helps to form a rabbet for screens and/or storm sash or combination doors. FOAM PLASTIC INSULATING SHEATHING(FPIS): an insulating board FOOT BOLT:A locking rod device installed vertically in the stile or astragal of a door or screen which when activated secures the ' panel or screen in a stationary position. ' ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2077,11:01 am , Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-7 19972255 Marvin Architectural Detail Manual MARVIN��.;� , Introduction and Product Performance W'°°°W' ° ` °"" Built around you: Glossary of Terms , FRAME: The stationary portion of a window that encloses either the glass (direct glaze) or the sash (operating or stationary) and consists of the following parts: 1. HEAD JAMB:The top frame member. � 2. SILL:The bottom frame member. 3. SUB-SILL: The supplemental member used under most awning and casement units as an additional sill with the primary purpose being to hold multiple units together at the sill. 4. SIDE JAMB: Side or vertical frame members. ' 5. JAMB EXTENSION:The addition onto the standard jamb to adapt a window unit to deeper wall thicknesses, in most cases will be factory applied unless specified otherwise. 6. BRICK MOULD OR FLAT CASING:The exterior trim member applied to the side jambs and head jamb on wood units. Often , used to secure the window to the wall opening. 7. BLIND STOP: The frame member on a double hung window located between the jambs and the casing. The blind stop forms a rabbet that supports either a storm sash or screen. FRAME EXPANDER: A flat aluminum extrusion used in conjunction with the 90 degree frame expander to provide a flat casing � appearance for clad units. FRENCH DOOR:A glass door consisting of moderate width top rail and stiles with a larger bottom rail. Doors available in either in- swing or out-swing operation. Can be rectangular or arched sryle top. GLASS SIZE(GS):The measurement of the actual glass, not the visible glass. ' GLAZING: Installing glass into windows and doors. 1. SINGLE GLASS-Glazing with a single piece of glass. 2. INSULATING GLASS -two or more panes of glass separated by a spacer and hermetically sealed together with dead air , space between the panes. GLAZING BEAD: Strips of profiled wood or vinyl used to hold the glass in position in the sash.Wood glazing bead is attached to the rails and stiles of the sash using staples, small nails or vinyl barbs.A vinyl bead is held in place by extruded barbs positioned in the ' kerf.Aluminum caps may be used over the vinyl bead in some cases. GLAZING TAPE:A finro sided adhesive tape placed between the glass rabbet and the glass and/or the glazing bead and glass of some unit types. GLIDER(GL): Horizontal operating units which have one or more sash that glide open and shut horizontally. ' GRILLES(GRIL): Interior removable wood dividers made to simulate authentic divided lites.Grilles are often rectangular or diamond shaped and are easily removed for cleaning purposes. Grilles can be purchased for nearly all Marvin products. HANDING:A term used to describe the right or left hand operation of a window or door. ' HEAD BOLT:A locking rod device installed vertically in the stile or astragal of a door or screen which when activated secures the door in a stationary position. HISTORICAL OR HISTORIC: A term used to define a window or door product meeting the requirements of historical renovation ' standards. This product may not meet all WDMA and ENERGY STAR�criteria. IG: Insulating glass(see Glazing) INACTIVE PANEL(X): Secondary operating door panel. ' INSERT DOUBLE HUNG (INDH):A specially designed, made-to-order sash and frame unit that is used to replace existing double hung sash and hardware in an existing frame-without disturbing existing interior trim or exterior casing. INSTALLATION BRACKETS:A factory installed or supplied metal strip with holes used with windows or doors to attach the unit in the rough opening in lieu of nailing through the casing, thus eliminating unsightly nail holes. Available as an option for all Marvin ' wood windows or door products. INSWING FRENCH DOOR(IFS):A French Door with panels that swing to the inside. One,two, three and four panel units available as stationary or operating. , INSWINGING CASEMENT(ICA):A non-tilting version of the Magnum Tilt-Turn. INSULATING GLASS(IG):A glass assembly with two or more panes of glass sealed with a perimeter spacer. INTERIOR CASING:The casing trim used on the interior perimeter of the window or door. Generally supplied by others except in the ' case of round top casing which is a factory supplied option. JAMB EXTENSION: A jamb-like member usually surfaced on four sides, which increases or extends the depth of the exterior or interior window or door frame. Common jamb depths are 4 9/16"(116),4 13/16"(122), 5 1/16"(129), 5 3/16"(132), and 6 9/16"(167). JAMB LINER (wood): A strip of wood that goes on the inside of a window frame to provide a snug fit and finished look to the ' window. The birds'beak jamb extension is added to this piece to accommodate various wall thicknesses. , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-8 19972255 ' Marvin Architectural Detail Manual ' MaRviN���, Introduction and ProductPerformance w�°°°W° `�` °°°,° Built around you: IGlossary of Terms KEYED CYLINDER LOCK:A lock providing an exterior entry and locking convenience. KRYPTON GAS:An inert gas known for its ability to provide insulating properties in smaller IG air spaces. � LAMINATED GLASS:Glass composed of two sheets of glass fused together with a sheet of transparent plastic befinreen the sheets. When broken, laminated glass will generally not leave the opening and is often used as safety or security glazing. LAMINATED VENEER LUMBER (LVL): An engineered wood product that uses multiple layers of thin wood assembled with , adhesives. It offers several advantages over typical milled lumber: it is stronger, straighter, and more uniform. It is much less likely than conventional lumber to wrap,twist, bow, or shrink due to its composite nature. LAMINATING: A method of gluing strips of thin non finger-jointed wood to the lengthwise surfaces of finger-jointed material to � provide the appearance of non finger-jointed stock. LEVER LOCK:A lever handle and lever arm operator available as an option on awning units. LOCKSET: A complete door lock system comprised of the lock mechanism together with knobs, keys, plates, strikes and other accessories. ' LOW E GLASS: Low E stands for low emissiviry.The lower the emissivity the higher the percentage of long wave radiation blocked thereby improving thermal performance. Low E glass is coated with a thin microscopic, virtually invisible, metal or metallic oxide layer. The primary function is to reduce the U-factor by suppressing radiative heat flow.A secondary feature is the blocking of short , wave radiation to impede heat gain.There are two basic types of Low E glass.The first,vacuum or Sputter coated Low E, is referred to as softcoat(See Low E2 definition).The second is pyrolitic Low E, commonly referred to as hardcoat. (See pyrolitic definition.) LOW E2:A high performance Low E2 glass, providing excellent winter and center of glass temperatures. It offers reduced solar heat gain coefficient values providing customers cool summer glass temperature. Additionally, ultraviolet light transmission is greatly � reduced. The Low E2 coated glass products are specifically designed for insulating glass units normally as a second surface coating. See Low E and pyrolitic definitions. LOW E3: A high performance Low E glass, providing the best winter U-factor and center of glass temperatures. It offers extremely , low solar heat gain coefficient values providing customers a summer glass temperature that is very low.Additionally, it provides the best reduction in ultraviolet light transmission. LOW PROFILE SILL:Also referred to as saddles,these sills have no more than a 1/2"(13)rise. Low profile sills are required when a door opening must meet codes associated with the Americans with Disabilities Act. ' MAGNUM:A Marvin trade name for heavily constructed window products which are designed for applications where a heavy duty product is necessary. MAGNUM HOPPER(MHOP):A heavy duty window designed to hinge on the bottom and tilt into the room for ventilation purposes. ' MAGNUM TILT-TURN (MTT):A heavy duty window. The Magnum Tilt-Turn has hardware which allows the sash to either be tilted into the room from the sill or swing fully open into the room. MASONRY OPENING(MO):A brick, stone or block opening into which a window or door unit is installed. Exterior casing may cause the Masonry Opening to be larger than the Rough Opening. , MEETING STILES: The vertical members of a glider sash or sliding door panel that are designed to mate with the meeting stile of the paired sash. MORTISE AND TENONING: The system by which Marvin assembles authentic divided lite units, a projecting tenon on either the 1 muntins or bars fit snugly into a mortise in either a bar, stile or rail. MULLING:The act of attaching finro or more window or door units together.The joint is then finished with a mullion center cap or mull trim. ' MULLION: The vertical member of a sash,window or door frame between openings in a multiple opening frame. 1. SPACE MULL-Two or more units mulled together with a space left between the units. The jamb extension surrounds the entire unit. 2. STUD POCKET-Two or more units mulled together with a space between the units. The jamb extension surrounds each ' unit separately, providing space for a support member between the units. MULLION COVER:A clad cover for space mull usage that covers a range from 3"(�6)minimum to 10"(254)maximum width. MULLION EXPANDER:An aluminum extrusion designed specificaily for the Clad Magnum Double Hung Replacement System with 1 Panning to allow the existing panning to be expanded to a wider width to accommodate a larger rough opening. MULLION REINFORCEMENT:A system of high-strength members placed between units of an assembly and fastened to the RO and the units to provide enhanced structural performance. 3/8" (10)Aluminum, 1" (25) LVL, and various tube mullion options are available for most products. � MULTI-POINT LOCKING SYSTEM: A line of standard or optional multiple point locking mechanisms installed on the operative panel(s)/sash of various Marvin products to enhance security and performance. ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,71:01 am , Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-9 19972255 Marvin Architectural Detail Manual MARVINi4�.�, , Introduction and Product Performance Y' °°°W' ° °"" Built around you. Glossary of Terms � MUNTINS OR"MUNT":A short"bar," horizontal or vertical,extending from a bar to a stile or rail or another bar. NAILING FIN:A factory installed vinyl strip that is inserted into a kerf in the frame of clad units. Nailing fin is designed to provide easier clad unit installation in new construction where the highest structural performance is not required. , NON-KEYED LOCK:A handle without a keyed cylinder. The door cannot be locked or unlocked from the exterior. ORIOLE WINDOW:A double or single hung window with the bottom sash smaller than the top sash. OBSCURE GLASS: (Pattern 62)A pattern glass that provided privacy while maintaining full light transmission. It is formed by ' running molten glass through special rollers that apply the pattern to one side. OUTSIDE MEASUREMENT(OM): The measurement in width from outside of jamb to outside of jamb. Height measurement from top of jamb to bottom of sill. The outer edges of what is being measured. � ONE WIDE(1V1�:The current term used to describe one frame with single or multiple sash or panels. OPERATOR(X):An operating sash, panel or unit. OUTSWING FRENCH DOOR (OFD): A French door with panels that swing to the outside. One, two, three, or four panel units � available as stationary or operating. OX and XO:The letters OX or XO identify the operation of window or door units as viewed from the exterior. The letter O stands for stationary while the letter X stands for operating. PANEL:An assembly of stiles and rails with glass that form the stationary or operating section of the door and is fitted in the frame. , PANNING:A term used to describe the aluminum covering extrusion components(i.e.jambs, sill and head jamb) used for the Clad Magnum Double Hung Replacement System with Panning. PART STOP:A strip of wood with weather strip attached which prevents air and water infiltration. Part stops are commonly found at , the head jamb of a double hung unit. PERFORMANCE CLASS:A methodology to grade product performance types. R=Residential, LC= Light Commercial, CW=Commercial,AW=Architectural ' PERFORMANCE GRADE (PG): A numeric designator that defines performance that applies to; air leakage resistance, water penetration resistance and deflection resistance according to Standard Specifications. , PITCH:A term used to describe the angle of a roof. For example:A 4-12 pitch indicates that the roof rises 4"(102)vertically for each ' 12"(305)horizontally. PLINTH BLOCK:A decorative wood block placed between the vertical casing and the top casing of a unit to provide an elegant interior casing profile. POLE CRANK:An extension pole used to open or close awnings or casements which would otherwise be inaccessible because of ' their height. POLYGON(POLY):A high level term used to describe any shape with three or more straight sides. Typical fenestration shapes are triangles, trapezoids, pentagons, hexagons and octagons. ' PRIMER: The first coat of paint in an application that is intended to prepare the surface for better adhesion by additional coats of paint. PULTRUSION: Lineal profiles of constant cross section manufactured by combining plastic resin and continuous glass fiber reinforcement. These thermally insulating and structural components are ideally suited for applications where strength, thermal ' stability and weather resistance are required. PYROLITIC LOW E GLASS(HARDCOAT): Pyrolitic Low E is designed to be used either in non-sealed applications such as single glaze (surface 2), Energy panels that have exposed surfaces (surface 4) or for insulating glass applications that require a fourth ' surface coating. RABBET:A groove along or near the edge of a piece of wood. RADIUS:The length of an imaginary line from the center point of a circle to the arc or circumference of a circle. ' RAILS: The cross or horizontal members of the framework of a sash,door or other panel assembly. RELIEF KERF. Kerfs machined into the frame parts of a unit. Relief kerfs inhibit warping. REMOVABLE MULLION: A metal component available for two panel Commercial Doors. Anchored to the header and the sill, it � separates the single opening into two, the mullion can be removed to allow furniture to be easily moved through the opening. RETRO: Retro sizing refers to units which are sized for replacement purposes. RIM DEVICE: May also be referred as panic hardware, a rim device spans the door panel.A push bar retracts the latch allowing for quick egress. , . , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-10 19972255 ' Marvin Architectural Detail Manual ' r P rf rm n MARVIN�.� Introduction and P oduct e o a ce w'°° ° ° Built around you. � Glossary of Terms ROLLED ALUMINUM:A term used to describe aluminum profiles for screen and energy panel surrounds which are fabricated by the use of a roller or series of rollers to produce a desired profile.All other Marvin profiles are fashioned by the extrusion method. � ROLLER CAM: The adjustable roller devices of the Multi-Point hardware installed on the sash of the French Casement unit. When adjusted properly with an Allen wrench,they ensure a tight seal between the sash and frame members. ROSE:A circular cover plate attached to the stile directly behind a knob or door handle. May be plain or have a decorative design ' embossed into the cover. ROTO-GEAR: A term used to describe the steel drive worm, gears and crank device used for opening awning and casement windows. , ROUGH OPENING(RO):The opening in the wall where a window or door unit is to be installed.Openings are larger than the size of the unit to allow room for insulation, shimming and squaring of the unit. ROUND TOP(RT):Any window unit with a radius frame member.The most common shape is a semicircle window with a horizontal sill which may be mulled to the top of another window or door. Round tops can be used separately or combined with other units to ' create a seemingly endless selection. SASH:An assembly of stiles and rails with glass that form the stationary or operating section of the window and is fitted into the frame. Double Hung sash also contain check rails. The operating and/or stationary portion of the window unit that is separate from ' the frame.The sash consists of the following parts: 1. STILES-Vertical sash members. 2. RAILS-Horizontal sash members. 3. CHECK RAILS-Horizontal sash members that meet, as in double hung units.These could also be vertical check stiles, as ' in the glider or patio door. 4. BARS-Divisional members extending from rail to rail or from stile to stile in an authentic divided lite unit. 5. MUNTINS-Divisional members extending from a bar to a rail or stile or another bar. SASH LIMITER:An optional metal device which attaches to an Ultimate Casement sill and bottom rail which limits the sash to a ' specified opening-5, 10, 15 or 20 degrees. SASH LOCK:A device which holds a window shut and prohibits it from being opened from the outside. SASH OPENING (SO): The opening between wood frame members for both height and width (disregarding any jamb hardware � tracks). This measurement is used predominantly when measuring an opening for the Double Hung Tilt Pac. SASH RETAINER PLATE:A flat plate used on double hung and Magnum Double Hung sash to secure the bottom sash. SASH WIDTH: Horizontal measurement across the face of a sash. ' SCISSOR STAY:An optional piece of hardware for the Tilt-Turn window which is attached to the header and top rail corner drive on the handle side to limit the travel of the sash when operated in the tilt mode. It is automatically disengaged when the sash is swung in the turn mode. SCREEN OM(outside measurement): The width and the height of a screen including wood or metal surrounds. , SCREENS (full and hal�:A close-mesh woven screen material of inetal or fiberglass attached to an aluminum or wood surround. Screens inhibit entry of insects, yet permit light, air and vision. Most Marvin window and door products utilize full screens. Half- screens are available for single hung units. ' SEQUENTIAL LOCKING SYSTEM:An exclusive Marvin design used on Ultimate Casement for locking the sash to the frame. The action is sequential where the lower lock activates first moving the sash to the weather strip; the top then engages to snug the sash to the frame. ' SIDELITE:A stationary glass panel mulled to or installed next to a door. SILL: The horizontal member forming the bottom of a window or exterior door frame;the lowest member of the frame of a structure, resting on the foundation and supporting the frame. SILL HORN:The extension of the"lip"ot a window sill to the outside edge of the casing. ' SINGLE HUNG (SH):A window unit with two sash with a bottom sash that operates by sliding vertically and is retained in position with the use of balancing devices.The top sash is stationary. SLIDING FRENCH DOOR(SFD):A sliding door utilizing French door style panels. 1 SLOT AND TENON:The method of machining profiles into the ends of stiles and rails in order to produce strong sash frame corners. SLOPE:The measure of the tilt of a line; rise over run. SNUBBER:An interlocking metal bracket attached at the center of the hinge side of a Casement sash and frame with certain heights , and both sides of an awning sash and frame with certain heights. It allows operation but pulls the sash tightly against the frame weather strip to maximize performance when closed. SOLAR HEAT GAIN COEFFICIENT(SHGC):The ratio of the solar heat gain entering the space through the fenestration product to the incident solar radiation. Solar heat gain includes directly transmitted solar heat and absorbed solar radiation which is then re- ' radiated, conducted, or convected into space. The lower a window's SHGC, the less solar heat it transmits to the interior, and the greater its shading ability. CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-11 19972255 MarvinArchitectural Detail Manual MARVIN�� ' Introduction and Product Performance ";'°°°W� ° - °`°" Bui�!around you: Glossary of Terms � SPACER:A perimeter member of an IG used to separate and seal two more pieces of glass. SQUARE FOOT(Sq. Ft.): For measuring the area of a unit. RO width(inches)x RO height(inches)divided by 144 equals the area ' in square feet of a unit. STARBURST: A semi-elliptical area, the lower center is the point where the dividing spokes meet and radiate outward. May be constructed of glazed sash, removable grilles,ADLs, GBGs or SDLs. ' STATIONARY(0):A non-operating sash, panel or unit. STATIONARY SASH BRACKET:A bracket used to secure stationary Ultimate Casement and Ultimate Awning sash to the frame. The sash can be removed for replacement by removing the wood stops and bracket screws. � STILES: The upright or vertical perimeter pieces of a sash, panel or screen. STOOL: A horizontal trim member that laps the window sill above the apron and extends beyond the interior casing. See apron entry. � STORM SASH: A wood framed assembly containing non-removable glass. The storm sash is removed during the summer and replaced with a wood framed screen. STRUCTURAL MASONRY BRACKETS:An installation bracket used with multiple high/wide window units or large doors for added structural support. The brackets are also used to attach the unit in the rough opening in lieu of jamb screws or nailing through the ' casing. STRUCTURAL ROUGH OPENING EXTENSION (SROE): an-add-on (bump-out) to the structural framing at the rough opening to support the window and allow window alignment with exterior plane of FPIS.The add-on shall be suitable for structural attachment of ' window. SUNBURST:A semi-elliptical area, the lower center of which contains a sun-like figure with sun rays radiating there from. May be constructed of glazed sash with inverted radii, removable grilles,ADLs or SDLs.1 SURROUND:An attractive, protective trim which is secured to an energy panel by an adhesive or vinyl barb to give the glass panel , a safe finished edge.Also the aluminum framework for most standard screens. TEMPERED GLASS: Float glass panels heated and then cooled rapidly in a controlled environment. This process makes the glass several times stronger than regular glass. It also makes it safer because when broken it yields small pebble-like fragments. ' TEMPLATE: A pattern of a window unit or opening from which dimensions and measurements can be determined. Round Tops require templates for replacement units. THREE WIDE(3W): Current term referring to any product or unit when three frames(i.e. separate jambs)are mulled together as a ' multiple unit. TILT PAC(TP): See Double Hung Tilt Pac TRANSOM:A window above a window or door.Transoms can be either stationary or operating. TRIPANE:An IG with three panes of glass. � TURN BUTTON: A vinyl or aluminum button and screw. Buttons are used to secure wood combinations, storm sash and wood screens to the exterior casing or energy panels to the sash or door panel. TURN RESTRICTOR:A device used on a Magnum Tilt-Turn to provide friction to the sash when in the swing position. ' TWO WIDE (2W): Current term referring to any product or unit when two frames (i.e. separate jambs) are mulled together as a multiple unit. ULTREX:A pultruded composite material made of polyester resin and glass fibers with an acrylic cap on primary surfaces. ' U-FACTOR: (Btu/hr.-sq. ft. -"F.)A measurement of the amount of heat flow through a product. The lower the U-factor, the greater the resistance to heat flow and better its insulating value. UV BLOCKAGE: Low E glass options will screen out ultraviolet waves while allowing visible light into a structure, reducing fading ' damage to interior surfaces. UNIT: One single product such as a one-wide casement. VENTING OPENING:The total opening created when a door or window is completely open. VINYL GLAZING BEAD: A vinyl extrusion used on clad units which serves the same purpose as a wood glazing bead for wood ' units. VISIBLE LIGHT TRANSMITTANCE(VT): Percentage of visible light transmitted through the unit. WARM EDGE SPACER:A spacer designed to minimize heat transference between layers of insulating glass. ' WATER RESISTIVE BARRIER:A material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,71:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-12 19972255 , Marvin Architectural Detail Manual � MARVIN t� Introduction and Product Performance w'°°°w' `"° °°"' Built around you: , Glossary of Terms WEATHER STRIP: A strip of resilient material designed to seal the sash and frame members in order to reduce air and water infiltration. ' WINDOW OPENING CONTROL DEVICE (WOCD): A device that limits the travel of sash (fall prevention) with an emergency escape(egress)release mechanisms. WIRE GLASS: Glass with wire embedded into the glass when the glass is still in a molten state. This prevents the shattered glass , from falling out of the sash if it should break. XO: See OX entry. i 1 � t t 1 1 i 1 1 1 1 t i CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-13 19972255 Marvin Architectural Detail Manual MARVINi��'�-�, � Introduction and Product Performance `° °°°µ' _ ` °"" Built around you: Unit Features on Windows and Doors ' Marvin Windows and Doors offers an assortment of products and features to fit your window and door requirements. Each product offers similarities that allow multiple products to be positioned in your project and look similar yet distinctive. Below is a collection of the similar characteristics you will find throughout our product lines. For product specific features, refer to the collection or individual ' chapters for additional information. Clad Frame and Sash: .Exterior: Extruded aluminum.050"(1.3)thick ' .Standard colors: Stone White, Bahama Brown, Bronze, Pebble Gray, Evergreen, Ebony, Wineberry, Sierra White, Coconut Cream, Cashmere, Cadet Gray, Hampton Sage, Cascade Blue, Bright Siiver (pearlescent), Copper (pearlescent), Clay, Gunmetal, Liberty Bronze(pearlescent), or Suede � Custom colors are available, please contact your Marvin representative � .Interior: Standard is treated pine bare wood .Optional species: mixed grain Douglas fir, mahogany, vertical grain Douglas fir, cherry and white oak � Cherry and white oak are available on parts towards the interior on clad units oniy ' .The Wood is dried to a moisture content of 12%or less Wood Frame and Sash: � .The wood is dried to a moisture content of 12%or less � .Exterior and Interior: Standard is treated pine bare wood .Optional species: mixed grain Douglas fir, mahogany, and vertical grain Douglas fir .Cedar Dress Option � Brick Mold and Flat Casing � � Subsill ° Mull Covers .See Wood Ultimate Double Hung Collection Chapter for additional Cedar Dress options Interior Finish Options: e •Prime: Factory applied enamel primer � Available on Pine products only .Painted Interior Finish(PIF): Factory applied water-borne acrylic enamel paint applied over compatible primer ' � Available on pine products only. Color-white. .Clear Interior Finish (CIF): Factory applied water-borne acrylic enamel clear coat. Applied in two separate coats with light sanding between coats. � Available on pine, mahogany, mixed grain Douglas fir, vertical grain Douglas fir, cherry, and white oak , .Stain Interior Finish(SIF): Factory applied water-borne stain. Stain applied over a wood(stain)conditioner.A water-borne acrylic enamel clear coat applied on two separate coats,with light sanding between coats, applied over the stain � Available on pine, mahogany, mixed grain Douglas fir, vertical grain Douglas fir, cherry,white oak ' � Colors available:Wheat, Honey, Hazelnut, Leather, Cabernet, and Espresso Interior Jamb Extension: .Jamb extensions are available for various wall thickness factory applied up to 14"(356)wide � � Finish to match interior .Jamb extensions over 7 9/16"(192)will be edge glued,4 11/16"(119)jamb extension will be shipped loose Insect Screen: ' .Standard Screen is roll formed aluminum with Charcoal Fiberglass screen mesh � Optional screen mesh is Charcoal High Transparency Fiberglass Mesh, Charcoal Aluminum Wire, Black Aluminum Wire, BrightAluminum Wire, or Bright BronzeAluminum Wire .Interior screen colors: Satin Taupe, Bronze or White ' .Exterior screen will match the clad frame color � See Clad and Wood Swin in Door Collection cha ters for sliding and swinging screen options. .Optional wood interior screen for Casement products. , .Optional wood screen for wood exterior pouble Hung windows. .Optional Double Hung Magnum, extruded aluminum, screen for Ultimate Double Hung products. Removable Interior Grilles: .Bar: 3/4"(19)or 1 1/8"(29)wide bars ' .Wood species: pine or mixed grain Douglas fir .Pattern: Rectangular, diamond, custom lite layouts and full surround , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2077,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-14 19972255 ' Marvin Architectural Detail Manual ' MARVIN�� Introduction and Product Performance `" ° °"" Buil!around you: ' Standard Features on Windows and Doors: Simulated Divided Lites (SDL): ' .Bar(interior and exterior): 5/8"(16),7/8"(22), 1 1/8"(29), 1 15/16"(49),2 13/32"(61)wide bars .Exterior: � Clad units match the exterior clad color � Wood Units match the wood species ' .Interior: � Pine wood standard � Finish to match interior .Insulated glass units available with or without aluminum spacer in airspace , .Pattern: Rectangular, diamond, custom lite layouts available, contact your Marvin representative Grilles-Between-the-Glass (GBG): .11/16"(18)white contoured aluminum bar � .Exterior Colors: Stone White, Sierra White, Coconut Cream, Evergreen, Pebble Gray, Ebony, Bronze, Bahama Brown, Wineberry, and Cashmere � The exterior GBG color is designed to best match the Marvin clad colors when used with Low E glass � � The use of different types of glazing options may alter the exterior GBG color appearance ' .Interior Colors:White, Bronze, Pebble Gray, and Sierra .Optional flat aluminum bar(5/8")available � Exterior and Interior Colors:White, Sand Stone, Dark Brown, Dark Bronze, Green, Bright Gold, Champagne, and Light Bronze � Authentic Divided Lite(ADL): .Wood units only .Bar(interior and exterior):single glazed 7/8"(22)wide bars, insulated glass 1 11/16"(43)wide bars,with the exception of Double ' Hung Tilt Pacs which are 1 7/16"(37), Magnum Tilt Turn/Hopper 1 15/16"(49) .Available in standard pine and optional mahogany, or vertical grain Douglas fir .Finish to match interior and exterior and species of door .Pattern: Rectangular, custom lite layouts available, contact your Marvin representative � .ADL glazing options not available with Argon. Accessories: .Installation brackets: 6 3/8"(162), 9 3/8"(238), or 15 3/8"(3so) ' .Masonry brackets: 6"(152), or 10"(254) .Exterior wood casings: Brick Mould Casing (BMC), Flat Casing, Special Casing 3 (SPC3), Special Casing 7 (SPC7), Special Casing 21 (SPC21), Special Casing 18(SPC18), Special Casing 26(SPC26) ' .Aluminum extrusions: Brick Mould Casing (BMC), Flat Casing, Columbus Casing, Grayson Casing, Kinsley Casing, Stratton Casing, Thorton Casing, Potter Casing .Aluminum Extrusions: Mullion Cover, Frame Expander, Mullion Expander, Subsills and Subsill End Caps .Jamb Jack Installation kit � 1 .IZ3 Installation kit 1 1 1 1 i CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-15 19972255 Marvin Architecturat Detail Manual MARVIN��� , Introduction and Product Performance ""°n°W° ° ` °°"' Buillaroundyou: Storm Plus: Code Requirements and Glazing � Regional Product Design Pressure Requirements International Residential Code/International Building Code: This set of building codes has fast been replacing the regional codes we have had available in the past. These codes represent the ' results of the many code governing agencies getting together to come up with a singular code language that meets all geographical locations within the building industry. The International Residential Code is written for typical residential construction and the International Building Code is more for ' Commercial use.Within these codes is language that places a building site geographically into different zones based on wind-speed and proximity to the ocean as listed here: Impact Glazing Zone 1 (IZ1): � 130mph and up to but not including 140 mph and within 1-mile of the mean high tide line and Hawaii. Design pressures in this zone will exceed 40psf for negative loads. The I-codes also specifically require wind-borne debris construction in this zone. Windows and doors must be designed to withstand an impact of a 4' long 2x4 stud shot out of a cannon at 40' per second (27mph) to simulate flying debris followed by a total of 9,000 high wind cycles to simulate a hurricane. � Impact Glazing Zone 2(IZ2): 140mph and up to but not including 150mph and more than 1-mile from the mean high tide line. Pressures in this zone approach 50psf for negative loads.Wind-borne debris requirements are identical to Zone 1. � Impact Glazing Zone 3(IZ3): For winds 150mph and up to 160mph, or 140mph and up to 160mph and within 1-mile of the mean high tide line. Design pressures in this zone can approach 65psf for negative loads. The I-codes specifically require wind-borne debris construction in this zone. � Windows and Doors must be designed to withstand an impact of an 8'long 2x4 stud shot from a cannon at 50'per second(34mph) to simulate flying debris followed by a 9,000 high wind cycles that simulate a hurricane. The make-up of IZ3 glass: � . Exterior piece of glass is annealed or tempered. . Interior piece of glass is laminated glass which is composed of a layer of PVB or SGP sandwiched between two pieces of annealed glass. Impact Glazing Zone 4(IZ4): � This is considered a high velocity wind zone and encompasses all areas with wind speeds in excess of 160mph. Design pressures in this zone often exceed 65psf and can approach 100psf. Wind-borne debris requirements include everything from Zone 3 as well as possible multiple hits per test unit and mullions. ' NOTE:Refer to wind speed map and ASTM E1996-14, subsection 6.2.2 for more information. , � , ' ' ' , ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,11:01 am ver2o�6.1 2016-02-29 INTRO/PRODUCTPERFORMANCE-16 19972255 , Marvin Architectural Detail Manual , MARVIN�-:�, Introduction and Product Performance "``°°°"' °� '"" Built around you. � Egress Code: International Building Code - 2012-2015 International Building Code-2012 and 2015 1 Section 1029 in 2012 code and Section 1030 in 2015 code-Emergency Escape and Rescue M�nimum Size: Emergency escape and rescue opening shall have a minimum net clear opening of 5.7 square feet (.053 m2). Exception:The minimum net clear opening for grade-floor escape and rescue openings shall be 5.0 square feet(O.a6mZ). ' Minimum Dimensions:The minimum net clear opening height dimension shall be 24 inches(610). The minimum net clear opening width dimension shall be 20 inches(508).The net clear opening dimensions shall be the result of normal operation of the opening. Maximum Height from Floor: Emergency escape and rescue openings shall have the bottom of the clear opening not greater than , 44 inches(118)measured from the floor. Operational Constraints: Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. Bars, grilles, grates, or similar devices are permitted to be placed over emergency escape and rescue openings � provided the minimum net clear opening size complies with Section 1029.2 in 2012 code and 1030.2 in 2015 code and such devices shall be releasable or removable from the inside without the use of key, tool, or force greater than that which is required for normal operation of the escape and rescue opening. Where such bars, grilles, grates or similar devices are installed in existing buildings, smoke alarms shall be installed in accordance with Section 907.2.11 regardless of the valuation of the alteration. � Code restrictions may vary depending on your local building code. ' NOTE:Net Clear opening drawing is located in individual chapter with measurement conversions. CUCA sample be/ow. ' qear Opening Width � I i � � i Clear �J--- Z---L� 1 � Opening T Height I , � ' Head Jamb and Sill Jambs CUCA , ' ' � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,17:01 am ' Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-17 19972255 Marvin Architectural Detail Manual MARVIN�-�, � lntroduction and Product Performance �'°°°W' °°` °°°�_ Built around you: Chain of Custody Certification � Marvin Windows and Doors is pleased to announce that customers are now able to order chain-of-custody certified products. Marvin products are available with both SFI-certified wood and with FSC-certified wood. These are separate, non-related, non-profit organizations that promote responsible forest management practices. � Marvin has a genuine appreciation for the critical role forests play in the quality of life within the global ecosystems. Properly managed forests supply a continual source of wood. In fact, forest growth in the U.S. exceeds harvest, annually. We continue to support sustainable forestry management and are committed to conserving natural resources, including efforts to preserve old ' growth and ancient rain forests. SFI stands for the Sustainable Forestry Initiative. SFI is an independent, non-profit organization that was developed in the 1990s due to concerns about forest management and illegal logging. Participating companies must obtain wood from companies that have proven extensive forester regulations and comply with social laws for their worker. The SFI program only certifies forests in the ' United States and Canada. For much more information on SFI, you may go to www.sfiprogram.org. FSC stands for Forestry Stewardship Council. Responsible forest management is promoted in the world's forests by means of biodiversity and protection of high conservation value forests. For much more information on FSC, you may go to www.fscus.ora. � Chain of custody means that the wood is tracked from the forest, through the manufacturing processes and eventually to the end consumer. Which Species will be Certified? ' .FSC-All species will be FSC certified including tropical hardwoods(Mahogany). .SFI-All species,with the exceptions ofthe tropical hardwoods,will be SFI certified. Signature species will also be available certified and can be ordered via Signature Services. � � I 1 1 1 1 1 1 ! 1 CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2077,11:01 am Ver 2016.5 2016-10-31 INTRO/PRODUCT PERFORMANCE-18 19972255 ' Marvin Architectural Detail Manual t MARVINi4� Introduction and Product Performance W °8�;;;a�o��d;,o� � AAMA Paint & Coating Specifications The American Architectural Manufacturer's Association (AAMA) is a trade association representing firms engaged in the manufacture and sale of architectural building components and related products. Voluntary standard have been created to test a ' product's durability, strength, resistance to environmental degradation and longevity. AAMA has a standard set of stringent performance tests designed to evaluate high-performance coatings on fenestration products. the quality of these finishes is affected by the pigment formula as well as the resin used to bind pigment to the substrate surface. Marvin Windows and Door uses an exceedingly strong fluropolymer resin material with hi-quality complex ceramic pigment mix to create a finish that meets AAMA 2605 � voluntary performance requirements and test procedures for pigmented organic coatings on extruded aluminum and panels. In addition, a five-step pre-treatment process ensures thorough, firm bonding between the resin and the extruded aluminum substrate. The chart below illustrated the difference between the AAMA ratings, from aesthetic changes such as chalking and color retention to � testing designed to replicate harsh coastal conditions. AAMA Paint Specifications for Clad Units South Florida Weathering: � Spec'rfication Details AAMA 2603 AAMA 2605 Color Retention 1 yr"Slighf'fade 10 yrs Fade=5 Delta E I Chalk Resistance 1 yr"SlighY'chalk 10 yrs chalk=8 Glass Retention no specifcation 10 yrs 50%retention Erosion Resistance no specifcation 10 yrs 10%loss Dry Film Thickness 0.8 mils minimum 1.2 mils minimum ' Pretreatment System Chrome/chrome free Chrome=40 mg/sq ft Chemical Resistance Specification Details AAMA 2603 AAMA 2605 eMuriatic Acid 15 minutes/no attack 15 minutes/no attack Mortar 24 hours/no attack 24 hours/no attack Nitric Acid max 5D E units change max 5D E units change � Detergent 72 hours/no attack 72 hours/no attack Window Cleaner no specification 24 hours/no attack Accelerated Testing � Specification Details AAMA 2603 AAMA 2605 Salt Spray 1,500 hours 4,000 hours , Humidity 1,500 hours 4,000 hours � � ' , � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am � Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-19 19972255 Marvin Architectural Detail Manual MARVINi��:�, j Introduction and Product Performance �� ,�. x: .�, oo,., Builtaroundyou: WDMA Hallmark Certification Program � www.wdma.com Marvin Windows and Doors is a member of the Window and Door Manufacturers Association (WDMA) and uses their Hallmark Certification program to certify products. Please refer to product chapters for specific Hallmark Certification information. � Any manufacturer who complies with standards set by the Window and Door Manufacturer's Association's standards is eligible to participate in the Halimark Certification program. In order to participate, products must be tested and pass one of the performance rating levels as defined in the applicable standard. In order for WDMA to ensure those manufacturers'products remain in continuing � compliance; unannounced periodic in-plant inspections are conducted. Following this process authorizes the manufacturer to label the products as certified and gives the consumer and specifiers assurance that purchased products comply with industry standards. Standard Requirements � Clad and Wood Window Units AAMA/DMA/CSA 101/I.S.4/A440-08&11 Water-Repellent Preservative WDMA I.S.4 � Non-Pressure Treatment for Millwork Clad and Wood Swinging Doors AAMA/WDMA/CSA 101/I.S.4/A440-08 8 11 Clad and Wood Sliding Doors AAMA/WDMA/CSA 101/I.S.4/A440-08&11 ' ' , � � � ' � � ' � ' CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-20 19972255 � Marvin Architectural Detail Manual � MARVINi-�, Introduction and Product Performance W ` ° ` Built around you. ' Industry and Federal Performance Standards Marvin products have been tested and passed the following applicable test procedures referenced by WDMA,AAMA,IGCC, IGMA,SMA and CMBSO. � AAMA 2603 Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and Panels AAMA 2605 Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic ' Coatings on Aluminum Extrusions and Panels WDMA I.S.2 Industry Standard for Water-Repellent Preservative Treatment of Millwork WDMATM-14-09 Test Methods for Factory Applied and Pigmented Interior Pre-finished Wood and Wood Cellulose Composites ' Used for Millwork ANSIA201-2 Specification forAluminum Sliding Screen Doors; SMA2005 ASTM C-1036 Standard Specification for Flat Glass � ASTM D-3310 Standard Specification forAdhesives Used in Non-Structural Glued Lumber Products ASTM E-90 Laboratory Measurement ofAirborne Sound Transmission of Building Partitions ASTM E-283 Standard Test Method for Rate ofAir Leakage Through Exterior Windows, Curtain Walls and Doors � ASTM E-330 Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Differences ASTM E-331 Standard Test Method for Water Penetration of Exterior Windows, Curtain Walis and Doors by Uniform Static Air Pressure Differences , ASTM E-413 Determination of Sound Transmission Class ASTM E-547 Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Differences � ASTM E-1300 Standard Practice for Determining the Load Resistance of Glass in Buildings ASTM E-1886 Standard Test Method for Performance of Exterior Windows, Curtains Walls, Doors, and Impact Protective Systems. Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials � ASTM E-1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact. Protective Systems Impacted by Windbome Debris in Hurricanes ASTM E-2068 Standard Test Method for Determination of Operating Force of Sliding Windows and Doors ASTM E-2190 Standard Specification for Insulating Glass Unit Performance and Evaluation � ASTM F-588 Standard Test Method for Resistance of Window Assemblies to Forced Entry ASTM F-842 Standard Entry Method for Measurements of Forced Entry Resistance of Horizontal Sliding DoorAssemblies ASTM F-2090 Standard Specification for Window Fall Prevention Devices with Emergency Escape (Egress) Release ' Mechanisms SMA 1004 Specification forAluminum Tubular Frame Screen for Windows" AAMA/WDMA/CSA 101/I.S. 2/A440-05 Standard/Specification for windows, doors, and unit skylights" ' AAMA/WDMA/CSA 101/I.S. 2/A440-08 NAFS North American Fenestration Standard/Specification for windows, doors, and unit skylights" AAMA/WDMA/CSA 101/I.S. 2/A440-11 NAFS 2011 - North American Fenestration Standard/Specification for windows, doors, ' and skylights" � r t t CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,71:01 am � Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-21 19s72255 Marvin Architectural Detail Manual MARVINi!'� , lntroduction and Product Performance W'°°°w` n�.: °`°�s Buiit around you: Product Rating Codes / Performance Classes , Product Tvae Performance Class and Grade AP=Awning, Hopper, Projected Window MA= Mullion Assembly R= Residential , AP=Awning, Hopper, Projected Window POW= Parallel Opening Window LC=Light Commercial C=Casement Windows SD =Sliding Door CW=Commercial ' DAW= Dual Action Wndows SGD= Sliding Glass Doors HC= Heavy Commercial DASHD=Dual Action Side-Hinges Door SHD=Side-Hinged Door AW=Architectural ' FD= Fixed Door SHW=Side-Hinges(inswinging)window FW=Fixed Windows SLT=Side Lite H = Hung Windows SP=Specialty Product � HGD= Hinged Glass Doors SSP=Secondary Storm Product HP= Horizontally Pivoted Window TH =Top-Hinged Window � HS= Horizontal Sliding Windows VP=Vertical Pivoted Window LW DASHD= Limited Water Dual Action VS=Vertical Sliding Window ■ Side Hinged Door Product Rating Code for'05 Product Rating Code for'08, '11 � Example Example AP-C40 LC-PG25-H �Performance Grade �Product Type 1 Performance Class Performance Grade � Product Type ' PerFormance Class ' i 1 � � t 1 CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-22 19972255 � Marvin Architectural Detail Manual � �n�►RyiN�=�..� Introduction and Product Performance W ° °"" Buil1 around you: � Product Rating Codes / Performance Classes/Design Pressure Ratings � Performance Classes (ps� (psf) (psf) ��m�ft2) Operating Force(Ib) ('05 Standards) Min.PG Struct.Press. Water Press. Max.Air.Inf. R=Residential 15 22.5 2.90' 0.3(1.57 psf) 25 ' LC=Light Commercial 25 37.5 375 0.3(1.57 psf) 30 C=Commercial 30 45.0 4.50 0.3(1.57 psf) 30 HC=Heavy Commercial 40 60.0 6.00 0.3(6.24 psf)" 35 AW=Architectural 40 60.0 8.00 0.3(6.24 psf) 35 � Metric R=Residential 720 1080 140 5.00 111 LC=Light Commercial 1200 1800 180 3.40 133 , C=Commercial 1400 2160 220 3.40 133 HC=Heavy Commercial 1920 2880 290 2.00 156 AW=Architectural 1920 2880 387 2.00 156 � NOTE:AAMA/WDMA chose to establish 2.86 psf as the minimum air pressure used during water testing although it is greater than 15%of the design pressure at DP15. NOTE:In HC testing, "Hung"or"Sliding"windows are tested at 1.57 psf, 25 mph. � Performance Grade Pertormance Grade PG15 PG20 PG25 PG30 PG35 � Design Pressure(DP) (psf) 15.00 20.00 25.00 30.00 35.00 Structural Test Pressure(STP) (psf) 22.50 30.00 37.50 45.00 52.50 � Water penetration resistance test pressure (psf) 2.90 3.00 3.75 4.50 5.25 Performance Grade PG40 PG45 PG50 PG55 PG60 Design Pressure(DP) (psf) 40.00 45.00 50.00 55.00 60.00 � Structural Test Pressure(STP) (psf) 60.00 67.50 75.00 82.50 90.00 Water penetration resistance test pressure (psf) 6.00 6.75 7.50 8.25 9.00 ' Metric Performance Grade PG15 PG20 PG25 PG30 PG35 Design Pressure(DP) (Pa) 720 960 1,200 1,440 1,680 Structural Test Pressure(STP) (Pa) 1,080 1,440 1,800 2,160 2,520 1 Water penetration resistance test pressure (Pa) 140 150 180 220 260 Metric Performance Grade PG40 PG45 PG50 PG55 PG60 Design Pressure(DP) (Pa) 1,920 2,160 2,400 2,640 2,880 ' Structural Test Pressure(STP) (Pa) 2,880 3,240 3,600 3,960 4,320 Water penetration resistance test pressure (Pa) 290 330 360 400 440 ' � � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am , ver2o16.3 2o�6-os-2� INTRO/PRODUCT PERFORMANCE-23 19972255 Marvin Architectural Detail Manual MARVINi�°.'� � Introduction and Product Performance `"'°°°" `�' °°'.' Builtaroundyou: STC and OITC Class Values ' Marvin Sound Transmission Class and Outdoor-Indoor Transmission Class Values ProductType� ExtenorGlazing Airspace InteriorGlazing STC OITC Additionallnformation STCReport# Clad Ultimate Double Hung-NG � CUDH-NG(47 3/16 x 59 1/8) 1/8"(3.1)Annealed 5/8"(16.0) t/8"(3_1)Annealed 27 23 ESP018375P-2 CUDH-NG(47 3/16 x 59 1/8) 1/8"(3.1)Annealed 1/4"(6.5) 1/8"(3.1)Annealed 28 24 Paneane�two 1J4"air spaces with 1!8"center ESP016170P-2 CUDH-NG(47 3/16 x 59 1/8) 1/8"(3.1)Annealed 19/32"(14.5) 3/16"(47)Annealed 30 26 ESP020753P-2 � CUDH-NG(47 3/16 x 59 1/8) 1!4"(5.7)Annealed 3/8"(9.8) 1/4"(6.0)Lami 30 27 ESP0�6170P-4 CUDH-NG(47 3/16 x 59 1/8) 1/4"(6.0)Lami 3/8"(9.8) 1/4"(6.0)Lami 31 27 ESP016170P-5 CUDH-NG(47 3/16 x 59 1/8) t/8"(3.1)Mnealed 7/16"(11.5) 5/16"(7.8)Lami 31 26 CE �a, . ESP020753P-t CUDH-NG(47 3/16 x 59 1/8) 9/32"(7.0)Lami 5/16"(8.0) 9/37'(7.0)Lami 31 27 CE ESP016170P-7 � CUDH-NG(47 3l16 x 59 1/8) 1/8"(3.1)Annealed 7/16"(11.5) 11/32"(8.6)Lami 31 27 IZ3 ���,�� ESP018375P-5 CUDH-NG(47 3/16 x 59 1/8) 3/16"(4.7)Annealed 7/16"(11.5) 1/4"(6.0)Lami 31 28 ESP018375P-3 CUDH-NG(47 3/16 x 59 1/8) 1/4"(5.9)Mnealed 5/16"(8.0) 5/16"Q.S)Lami 31 29 CE � � ESP016170P-6 CUDH-NG(47 3/16 x 59 1/8) 3/16"(47)Annealed 5/16"(8.0) 11/32"(8.6)Lami 32 29 IZ3 ESP018375P-7 , CUDH-NG(47 3/16 x 59 1/8) 1!8"(3.1)Mnealed 5/8"(16.0) 1/S"(3.1)Annealed 35 28 1/6"Clad Srorm Combination ESP016170P-14 CUDH-NG(47 3/16 x 59 1/8) 1/S"(3.1)Annealed 1/4"(6.5) 1/8"(3.1)Annealed 36 30 Tri-pane:two 1/4"air spaces w/1/8"center ESP016170P-15 pane,1/8"Clad Storm Comb CUDH-NG(47 3(16 x 59 1/8) 114"(57)Mnealed 3/8"(9.8) 1/4"(6.0)Lami 39 32 1/8"Clad Storm Combination ESP016170P-19 � CUDH-NG(47 3/16 x 59 1/8) 1/4"(6.0)Lami 3/8"(9.8) �/4"(6.0)Lami 40 33 1/8"Clad Storm Combination ESP016170P-17 CUDH-NG(47 3/16 x 59 1/8) 3/16"(4.7)Annealed 7/16"(11.5) t/4"(6.0)Lami 4Q 33 118"Clad Storm Combination ESP016170P-18 CUDH-NG(47 3/16 x 59 1/8) 9/32"(7.0)Lami 5/16"(8.0) 9/32"(7.0)Lami 40 33 1/8"Clad Storm Combination CE ESP016170P-12 CUDH-NG(47 3/16 x 59 1/6) t/4"(5.9)Mnealed 5/16"(8.0) 5/16"(7.8)Lami 41 35 1!8"Clad Storm Combination CE ESP016170P-16 � CUDHP-NG(47 3/16 x 59 1/8) 1/8"(3.1)Annealed 5/8"(16.0) 1/8"(3.1)Annealed 29 23 ESP016170P-21 CUDHP-NG(47 3/16 x 59 1!8) 1/8"(3.1)Annealed 1/4"(6.5) 1/8"(3.1)Annealed 30 25 Tn-pane:two 1/4"air spaces with 1/8"center ESP016170P-24 pane CUDHP-NG(47 3/16 x 59 1/8) 1/4"(5_7)Annealed 3/8"(9.8) 1/4"(6.0)Lami 34 29 ESP016170P-26 � CUDHP-NG(47 3/16 x 59 1/8) 1/4"(6.0)Lami 3/8"(9.8) 1/4"(6.0)Lami 35 30 - ESP016170P-25 CUDHP-NG(47 3/16 x 59 1/8) 3/16"(47)Annealed 7/16"(11.5) 1/4"(6.0)Lami 35 29 � ESP016170P-23 CUDHP-NG(47 3f16 x 59 1/8) 1/4"(5.9)Annealed 5/16"(8.0) 5/16"(7.8)Lami 35 31 CE , �� . €�� ESP016170R22 CUDHP-NG(47 3/16 x 59 1/8) 9/32"(7.0)Lami 5/16"(8.0) 9/32"(7.0)Lami 35 30 CE � ESP016170P-27 CUDHP-NG(47 3/16 x 59 1/8) 1!8"(3.1)Annealed 1/4"(6.5) 9/16"(13.6)Lami 35 31 ESP016170P-29 � Ultimate Double Hung WUDH 3026 1/8"(3.1)Annealed 7/16"(11.5) 1/8"(3.1)Annealed 35 26 3/32"(2)Wood Storm Comb 66263-4 WUDH 3026 3/16"(47)Annealed 3/8"(9.8) 1/8"(3.1)Annealed 36 27 3/32"(2)Wood Storm Comb 66263-5 � WUDH 3026 5/32"(3.9)Annealed 3/8"(9.8) 1/4"(6)Lami 37 28 3/32"(2)Wood Storm Comb 66263-6 WUDHP 6878 1/4"(57)Annealed 9/16"(14.5) 1/4"(6)Lami 34 27 2"(51)Sash 66263-7 CUDH 3026 1!8"(3.1)Annealed 7/16'(11.5) 1/8'(3.1)Annealed 28 23 327001 CUDH 3026 1/4"(6)Lami 1/4"(6.5) 3/16"(4.7)Annealed 34 30 327003 ' CUDH 3026 7/32'(5.5)Lami g/32'(7) 7/32'(5.5)Lami 34 29 327004 CUDH 3026 3/16"(4.7)Annealed 3/8"(9.8) 1/8"(3.1)Annealed 33 28 327006 CUDH 3026 _ 1l8'(3.1)Annealed 7l16"(11.5) 1l8"(3.1)Annealed 38 29 1/8"(3)Clad Storm Comb 327001A CUDH 3026 1/4"(6)Lami 1/4"(6.5) 3/16"(4.7)Annealed 42 31 1/8"(3)Clad Storm Comb 327003A � CUDH 3026 � � � � � 7/3Y(5.5)Lami g/3Z^(7) 7/32•(5.5)Lami 42 31 1/8"(3)Clad Storm Comb 327004A CUDH 3026 3/16"(4.7)Annealed 3/S"(9.8) 1/8"(3.1)Annealed 40 30 1/8"(3)Clad Storm Comb 327006A CUDHP 6876 � 1/4"(5.7)Annealed 9/16"(14.5) 1/4"(6)Lami 34 28 66263-23 ' Ultimate Double Hung Magnum CUDHM FS 48"(1219)X 60"(1524) (7/8) 1/4"(6)LAMI 3/8"(9.8) 1/4'(6)LAMI 33 28 ESP-015798P-3 CUDHM FS 48"(1219)X 60"(1524)(7/8) 1/4"(6)LAMI 5/16"(8) 5/16"(8-6)LAMI 34 29 ESP-015798P-2 � � ( � � � 1!8"(3.1)Annealed ( � � � � Talneane:hvo 1/4"air spaces with 1/8"center ' CUDHM FS 48"1219 X 60"1524 7/8 1/4" 6 5 1/8" 3.1 Annealed 28 24 P ESP-015798P-1 CUDHM FS 47 7/8 X 88(11/�6) 1/8"(3.1)Annealed 7/16"(1 LS) 1/8"(3.1)Annealed 27 22 CUDHM FS 47 7/8 X 88(11/16) 3/16"(4.7)Annealed 3/8"(9.8) 1/8"(3.1)Annealed 30 25 7 30 CUDHM FS 47 7/8 X 88(11/16) 1/4"(5.7)Annealed 5/16"(8) 5/32"(3.9)Annealed 31 26 � CUDHM FS 47 7/8 X 88(11l16) 1/4"(6)LAMI 9/32"(7) 3/16"(4.7)Annealed 31 26 WUDHM FS 48"(1219)X 60"(1524) 1/4"(6)LAMI 3/8"(9.8) 1/4"(6)LAMI 33 27 ESP-015798P-6 WUDHM FS 48"(1219)X 60"(1524) 1/4"(6)LAMI 5/16"(8) 5l16`(8.6)LAMI 34 29 ESP-015798P-5 . WUDHM FS 48"(1219)X 60"(1524) �/g•(3.1)Annealed ��4"(6.5) 1/8"(3.1)Annealed 28 2q Tri-pane:two 1/4"air spaces with 1/8"center ESP-015798P-0 � pane � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am 2016-10-31 INTRO/PRODUCT PERFORMANCE-24 19972255 ' Marvin Architectural Detail Manual t MARVIN t�-�, Introduction and Product Performance W' ` ° Buil�around you: ISTC and OITC Class Values Marvin Sound Transmission Class and Outdoor-Indoor Transmission Class Values � Product Type Extenor Glazing Airspace Intenor Glazing STC OITC Additional Information STC Report# Ultimate Casement Values for wood and Gad product UCA,UCART,UPCA,UCAP,UCARTP,UPCAP ' UCA 2460 3/4"(19) 1/8"(3.1)Annealed 12"(13) 1/8`(3.1)Annealed 29 23 TCT005872P-1 UCA 2460 3/4"{19) V4"(5.7)Annealed 5/16"(8) '1/4'(6)LAMI 34 29 ESP016574P-2 � . ������' UCA 2460 3/4"(19) 1/4"(6)LAMI g/32"(7) 1/4"(6)LAMI 35 30 ESP016574P3 UCA 2460 3/4"(19) �.�� t/8"(3.1)Annealed 5116"(8) 11/32"(8.6)PVB 35 31 IZ3 __ ESP017287P-4 UCA 2460 3/4"(19; 3/16"(4.7)Annealed 5/16"(8) 1/4"(6)LAMI 35 30 ESP016574P-4 � UCA 2460 3!4" 19 ; 3l16" 47 Annealed 1!4°(6.5) 11l32"(8.6)PVB 37 31 IZ3 ESP017287P-1 UCA 2460 3/4"(19) �� 1/8"(3.1)Annealed 1/2"(13) 1/8"(3.1)Annealed 46 34 interior sash 1/8"glass,4 1/4"airspace TCT005872P-1 UCA 2460 1"(25) , {;�. t/8`(3.1)Anoealed 5I16"(S) 1/8'(3.1)Annealed 30 z5 Tn-pane:two 5/16 air spaces,with 1/8"center ESP016574P-5 � UCA 2460 1"(25) 1/4"(5.7)Annealed 1/2"(13) 1/4"(6)LAMI 34 28 ESP016574P-10 UCA 2460 1"(25) .;��- 3/16"(4.7)Annealed 9/16"(14.5) 1/4"(5.7)Annealed 34 27 TCT005872P-1 UCA 2460 1"(25) 1/4"(6)LAMI V2"(13) 1/4"(6)LAMI 35 28 ESP016574P-11 UCA 2460 1"(25) �-,�g��: 9/3z"(7)Lami 7/�6"(11.5) 9/32"(7)Lami 35 29 CE `���,�.� ESP016574P-13 � UCA 2460 1"(25) 1/4"(5.9)Annealed 7/16"(11.5) 5/16"p.8)Lami 37 32 CE ESP017287P-3 UCA 2460 1"(25) ' �'� 3/16"(4.7)Annealed g/32"(7) 17132"(13.6)Lami 37 34 ��£��. ESP016574P-9 UCA 2460 1"(25) 3/16"(4.7)Annealed g/16"(14.5) 1/4"(6)LAMI 37 30 ESP016574P-12 UCA 2460 1"(25) 3l16"(4.7)Annealed 7/16"(11.5) 11/32"(8.6)PVB 37 31 IZ3 ESP017287P-2 � UCA 2460 1"(25) 3/16"(4.7)Annealed 3/8"(9.8) �3/32"(10.1)PVB 38 33 IZ3 ESP017287P-6 UCA 2460 P(25) 3l16"(4.7)Annealed 9/16"(14.5) 1/4"(5.7)Annealed 47 36 intenor sash 1/8'glass,4 1/4'airspace TCT005872P-1 UCAP 4860 1"(25) 3/16"(4.7)Annealed 9/16"(14.5) 1/4"(6)LAMI 36 30 ESP016574P-15 UCAP 4860 1"(25) 1/4"(5.7)Annealed V2"(13.0) 1/4"(6)LAMI 34 29 �� �� � � ESP016574P-16 1 UCAP 4860 1"(25) 1/4"(6)LAMI 1/2"(13 0) 1/4"(6)LAMI 35 29 ESP016574P-17 UCAP 4860 1"(25) ��,�";.: 3/16"(4.7J Annealed g/32"(7) 17/32"(13.6)Lami 36 33 ESP016574P-18 UCAP 4860 1"(25) 1/8"(3.1)Annealed 5/16"(8) 1/8"(3.1)Annealed 2g 2q Tn-pane:lwo 5/16"airspaces,with 1/8"center ESP016574P-19 � UCAP 4860 1"(25) 9/32"Q)Lami 7/16"(11.5) 9/32"(7)Lami 36 32 CE ESP016574P-23 UCAP 4860 1"(25) 1/4"(5.9)Annealed 7/16"(11.5) 5/16"(7.8)Lami 36 30 CE ESP0�6574P-22 UCAP 486Q t"(25) 3/16"(4.7)Annealed 5/8"(16) 3/16"(4.7)Annealed 31 25 TCT005872P-2 UCAP 4860 1"(25) 3l16"(4.7)Annealed 9/16"(14) 1/4"(5.7)Annealed 34 28 � CUGL 5040 118"(3.1)Annealetl 7/16"(11.5) 1/8'(3.1)Annealed 27 �22 CUGL 5040 1/8"(3.1)Annealed 3/8"(10) 3/16"(4.7)Annealed 32 26 TCT006299P-CUGL CUGL 5040 1!8"(3.1)Annealed 7l16"(11.5) 1/8"(3.1)Annealed 33 25 1/8"Combination ro the exterior CUGL 5040 �� � U8"(3.1)Annealed 3/8"(10) 3/16"(4.7)Annealed 37 27 1/8"Combination to the exterior � CUGL 5040 3/16"(4.7)Annealed g/32"(7.0) 1/4"(6.0)Lami 32 29 ESP02�754P-4rev1 CUGL 5040 5/32"(3.9) 9/32"(7.0) 9132"(7.0)Lami 30 27 CE ESP020754P-5 CUGL 5040 3l16"(4.7)Annealed 9/32"(7.0) 1/4"(6.0)Lami 37 31 1/S"Combination to the eMerior ESP020754P-2rev1 CUGL 5040 5/32"(3.9) 9/32"(7.0) 9/32"(7.0)Lami 37 30 CE 1/8"Combination to the exterior ESP020754P-3 � CUGLP 4050 3/16"(4.7)Annealed 5l16"(8) 3/16"(4.7)Annealed 31 26 TCT006299P- CUGLP 4050 1/8"(3.1)Annealed 3/8"(10) 3/16"(4.7)Annealed 31 26 �P CUGLP 4050 3/16"(47)Annealed 9/32"(7) 1/4"(6.0)Lami 34 30 ESP020754P-1 Direct Glaze 1 CDG Rect FS 47 3/16"x 59 3/32" 5/32"(3 9)Annealed 7/16"(11 5) 5/32"(3 9)Annealed 28 24 ESP014020-2 CDG Rect FS 47 3/16"x 59 3/32" 1/4"(5.7)Annealed 7/t6"(11.5) 1/4"(6.0)Lami 33 27 �SP0140203 CDG Rect FS 472 x 59.1 1/8"(3.1)Annealed 7/16"(1 L5) 1/8"(3.1)Anneaied 27 23 ESP019269P-4 I CDG Rect FS 472 x 59 1 3/16"(4 7)Annealed ���6"(11 5) 3/16'(4 7)Anneaied 29 26 � ESP019269P-9 CDG Rect FS 472 x 59.1 1/4'(5.7)Annealed 7/16"(11.5) 1/4 (57)Annealed 30 26 ESP019269P-8 CDG Rect FS 472 x 59.1 5/32"(3.9)Annealed 7/16"(11.5) 3l16'(47)Annealed 32 28 �� ���� . ESP019269P-5 CDG Rect FS 472 x 59.1 3/16"(4.7)Annealed 7/16"(11.5) 1!4"(6.0)Lami 34 29 ESP019269P-2 � CDG Rect FS 472 x 59.1 1/4"(6.0)Lami 7/16"(11.5) 1/4"(6.0)Lami 33 28 ESP019269P-11 CDG Rect FS 472 x 59.1 1/8"(3.1)Annealed 5/16"(8.0) 1/8"(3.1)Annealed 27 23 tripane-rivo 5/16"airspaces with 1/8"center ESP019269R7 CDG Rect FS 472 x 59.1 1/8"(3.1)Annealed 5/16"(S.0) 1/4"(6.0)Lami 33 Z7 tnpane-two 5/16"airspaces with 1!8"center ESPOt 9269P-6 CDG Rect FS 472 x 59.1 3/16"(47)Annealed 3/8"(9.8) 13/32"(10.1)SGP 34 30 IZ3 ESP019269P3 � CDG Red FS 47.2 x 59.1 9/32"(7.0)Lami 7l16"(11.5) 9/32"(7.0)lami 36 30 CE � � ESP019269P-1 CDG Rect FS 4Z2 x 59.1 15/64"(5.9)Annealed 7/16"(11.5) 5/16"(7.8)Lami 36 31 CE ESP019269P-10 Magnum Tilt Tum CMTT FS 48"(1219)x 72"(1829) 1/8"(3)Annealed 5/8"(16) 1/8'(3)Annealed 31 25 . �. . �. 66263-24 � CMTT FS 48"(1219)x 72"(1829) 3/16"(5)Annealed 15/32"(12) 1/4"(6)Lami 36 29 66263-25 CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am , 2016-10-31 INTRO/PRODUCT PERFORMANCE-25 19972255 Marvin Architectural Detail Manual nn�►RviNi.�, ' Introduction and Product Performance W'°°°W' ` °"" Builf around you: STC and OITC Class Values � Marvin Sound Transmission Class and Outdoor-Indoor Transmission Class Values Product Type 6cterior Glazing Airspace Intenor Glazing STC OITC Additional Information STC Report# , Sliding Patio Door CSPD 6068 � . � � t/8'(3.1)Tempered 1/2"(127) �IS"(3.1)Tempered 29 24 ESP023470P-12 � CSPD 6068 1/8"(3.1)Tempered 7/16"(11.0) 3/16"(4])Tempered 31 26 ESP023470P-20 CSPD 6068 1!8"(3.1)Tempered 3/8"(9.3) 1!4"(5.7)Tempered 31 D . ESP023470P-14 , CSPD 6068 5/32"(3.9)Tempered 7/16"(11.0) 5/32"(3.9)Tempered 30 25 ESP023470P-18 CSPD 6068 1/4"(5.7)Tempered 5/16"(8.1) 1/4"(57)Tempered 31 28 ESP023470P-19 CSPD 6068 1l8"(3.1)Tempered 3/8"(9.8) 1/4"(6)Lami 31 27 ESP023470P-15 � CSPD 6068 3/16"(4.7)Tempered 5/16"(8.0) 1/4"(6)Lami 31 28 ESP023470P-17 CSPD 6068 1/4"(5.7)Tempered 5/16"(8.0) 1/4"(6)Lami 31 28 ESP023470P-13 CSPD 6068 m����� � 1/4'(6)Lami 9l32"(ZOj 1/4"(6)Lami 32 29 M�� ESP023470P-16 CSPD 6068 1/8"(3.1)Tempered 5/16"(8.0) 5/16"(7.8)Lami 31 28 CE ESP023470P-22 � CSPD 6068 5/32"(3.9)Tempered 5/16"(B.0) 5/16"(7.8)Lami 31 28 CE ESP023470P-21 Ultimate Sliding French Door WSFD 6066 1/4"(6)Lami 3/8"(10) 1/S"(3.1)"Tempered 32 28 66263-9 CUSFD 6068 1/8"(3.1)Tempered 1/2"(12.7) 1/8"(3.1)Tempered 30 26 ESP023470P-1 � CUSFD 6068 1!8"(3.1)Tempered 7l16"(11.0) 3/16"(47)Tempered 31 27 ESP023470P-10 CUSFD 6068 1/8"(3.1)Tempered 3/8"(9.3) 1/4"(5.7)Tempered 31 28 ESP023470P-5 CUSFD 6068 5/32"(3.9)Tempered 7f16"(11.0) 5/32"(3.9)Temperetl 30 27 ESP023470P-7 CUSFD 6068 1/4"(5.7)Tempered 5/16"(8.1) 1/4"(5.7)Tempered 31 28 ESP023470P-11 � CUSFD 6068 '� 1/8"(3.1)Tempered 3!8'(9.8) 1/4"(6)Lami 32 28 � ESP023470P3 CUSFD 6068 3/16"(4J)Tempered 5/16"(8.0) 1/4"(6)Lami 32 29 ESP023470P-8 CUSFD 6068 1/4"(5.7)Tempered 5/16"(8.0) 1/4"(6)Lami 32 29 ESP023470P-9 ' CUSFD 6068 1!4"(6)Lami 9/32"(7.0) �/4"(6)Lami 31 29 ESP023470P-2 CUSFD 6065 � 1/8"(3.1)Tempered 5/16"(S.0) 5/16"(7.8)Lami 32 29 CE - .. ESP023470P-4 CUSFD 6068 5/32"(3.9)Tempered 5/16"(8.0) 5/16"(7.8)Lami 32 29 CE ESP023470P-6 Clad Ultimate Sliding French Door IZ3 � CUSFD 6068 5/32"(3.9)Tempered 5/16"(8.0) 9/32"(6.9)SGP LAMI 32 29 IZ ESP023470P-23 CUSFD 6068 3/16"(4.7)Tempered 9/32"p.0) 9/32"(6.9)SGP LAMI 32 29 IZ ESP023470P-24 Clad Ultimate Inswing French Door IZ3 CUIFD 6068 IZ3 VB"(3.1)Tempered g/32•(7) 11/37�(8.6)SGP 33 30 E$PC18204P-1 � CUIFD 6068 IZ3 3/16"(47)Tempered 1/4"(6.5) 11/32"(8.6)SGP 34 31 ESP018204R2 Clad Ultimate Inswing French Door CUIFD6068 1/8"(3.1)Tempered V2"(13) 1/S"(3.1)Tempered 31 26 �. ESP018204P-6 CUIFD 6068 1/8"(3.1)Tempered 7/16"(11.5) 5/32"(3.9)Tempered 33 28 ESP018204P-8 � CUIFO 6068 _ 1!8"(3.1)Tempered 3/8"(9.8) 1/4"(5.7)Tempered 34 30 ESP018204P-10 CUIFD 6068 1/4"(5.7)Tempered 5/16"(8) 1/4"(5.7)Tempered 34 29 ESP018204P-12 CUIFD 6068 . 1/8"(3.1)Tempered 3/8"(9.8) 1!4"(6)Lami 35 30 ��,. ESP018204P-14 CUIFD 6068 3/16"(47)Tempered 5/16"(8) �/4"(6)Lami 35 30 ESP018204P-18 � CUIFD 6068 � 1/4"(5.7)Tempered 5/16'(8) � V4"(6)Lami 35 30 ESP018204P-16 CUIFD 6068 V4"(6)Lami 9/32"(7) 1/4"(6)Lami 35 30 � ESP018634P-1 CUIFD 6068 3l41ite stmpd rsd pnls 1/8"(3.1)Tempered t!2"(13) 1/8"(3.1)Tempered 32 26 3/41ite stamped raised panels ESP018204P-22 ' CUIFD 6068 3/4 lite stmpd rsd pnls 3/16"(4.7)Tempered 5/16"(8) 1/4"(6)Lami 34 30 3/4 lite stamped raised panels ESP0�8204P-24 CUIFD 6068 1/8"(3.1)Tempered 1/2"(13) 1/8"(3.1)Tempered 40 30 1/8"storm wmbination on extenor ESP018204P-7 CUIFD 6068 1/8"(3.1)Tempered 7/16"(11.5) 5/32"(3.9)Tempered 42 32 1/8"storm combination on exterior ESP018204P-9 CUIFD 6068 1/8"(3.1)Tempered 3/8"(9.8) 1/4"(57)Tempered 43 33 1!8"storm combination on exterior ESP018204P-11 � CUIFD 6068 1/4"(5.7)Tempered 5/16"(8) 1/4"(5.7)Tempered 42 34 1/8"storm combinalion on exterior ESP0�8204P-13 CUIFD 6068 '�. 1/8"(3.1)Tempered 3/8"(9.8) t/4"(6)Lami 44 33 1/8"storm combination on extenor ESP018204P-15 CUIFD 6068 3/16"(4.7)Tempered 5/16"(8) 1/4"(6)Lami 43 34 1/8"storm combination on exterior ESP018204P-19 CUIFD 6068 1/4"(5.7)Tempered 5/16"(8) 1/4"(6)Lami 43 35 1/8"storm combination on exterior ESP018204P-17 � CUIFD 6068 1/4"(6)Lami 9/32"(7) 1/4"(6)Lami 44 33 1/8"storm combinalion on exterior ESP018634P-2 CUIFD 6068 3/4 lite stmpd rsd pNs V8"(3.1)Tempered 1/2"(13) 1!8"(3.1)Tempered 41 31 1/8"sform combination on exterior ESP018204P-23 CUIFD 6068 3/4 lite s[mpd rsd pnls 3/16"(4.7)Tempered 5/16"(8) 1/4"(6)Lami 43 34 1/8"storm combinalion on exterior ESP018204P-25 � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-26 19972255 � Marvin Architectural Detail Manual t MARVIN��-;� Introduction and Product Performance W'°°°" °�` °`°" Built around you: � STC and OITC Class Values Marvin Sound Transmission Class and Outdoor-IndoorTransmission Class Values � Product Type Exterior Glazing Airspace Interior Glazing STC OITC Additional Information STC Report# Clad Ultimate Outswing French Door CUOFD 6068 1!8"(3.1)Tempered t/2"(13) 1/8"(3.1)Tempered 31 26 ESP018204P-26 CUOFD 6068 1/8"(3.1)Tempered 7/16"(1 t5) 5/32"(3.9)Tem- 33 28 ESP018204P-27 � pered CUOFD 6068 1/8"(3.1)Tempered 3/8"(9.8) 1/4"(57)Tempered 35 30 ESP018204P-28 CUOFD 6068 1/4"(5.7)Tempered 5/16"(8) 1/4"(5.7)Tempered 34 29 ESP018204P-29 CUOFD 6068 1/8"(3.1)Tempered 3/8"(9.8) 1/4"(6)Lami 36 30 �, � , �k�. ESP018204P-30 CUOFD 6068 3/16"(4.7)Tempered 5/16"(8) 1/4"(6)Lami 36 30 ESP018204P32 � CUOFD 6068 1!4"(5.7)Tempered 5/16"(S) 1!4"(6)Lami 35 30 ESP018204P-33 CUOFD 6068 1/4"(6)Lami 9/32"(7) 1/4"(6)Lami 36 31 ESP018204P31 Clad Ultimate Outswing French Door IZ3 � COFD 6068 IZ3 1/S"(3.1)Tempered 9/32"(7) 11/32"(8.6)SGP 33 29 IZ3 ESP018204P3 COFD 6068 IZ3 3/16"(4.7)Tempered 1/4"(6.5) 11/32"(8.6)SGP 34 31 IZ3 ESP018204P� Clad Ultimate Marvin Multi Slide Door/Stacked Multi Panel Sliding Door CN6070 OX 3/16"(4.7)Tempered 9/�6"(14.5) 3/16"(4.7)Tem- 30 27 � ESP021984P-1 � � pered Multi Panel Sliding Door CN6070 OX 3/16"(4.7)Tempered V2"(13.0) 1/4"(57)Tempered 32 29 ESP021984P-3 Multi Panel Sliding Door CN6070 OX 1/4"(5.7)Tempered 7/16"(11.5) 1/4"(5.7)Tempered 31 28 �I� ESP021984P-0 Multi Panel Sliding Door CN6070 OX 3/16"(4.7)Tempered 1/2"(13.0) 1/4"(6.0)Lami 33 30 ESP021984P-5 Multi Panel Sliding Door CN6070 OX t/4'(6.0)Lami g/3Y(7) 1/4"(6.0)Lami 33 30 � � ESP021984P-2 � � Multi Panel Sliding Door CN6070 0X 3/16"(4.7)Tempered 1/4"(11-5) 11/32"(8.6)SGP 31 29 IZ3 ESP021984P-7 Multi Panel Sliding Door CN6070 OX 1/4"(5.7)Tempered 1/2"(13-0) 15/32"(11.7)SGP 32 30 IZ3 ESP021984P-6 Clad Simulated Double Hung Hopper � CSDHHOP(1") FS 40 X 59.1" 3/16"(4.7)Annealed 5/8"(16) 3/16"(4])Annealed 33 28 ESP017948P-1 CSDHHOP(1") FS 40 X 59.1" 1/8"(3.1)Annealed 5/16"(8) 1/8"(3.1)Annealed 32 Zg Tri-pane:two 5/16"air space with 1/8"center ESP017948P3 CSDHHOP(t") FS 40 X 59.1" 3l16"(4.7)Annealed 9/16"(14.5) 1/4"(6)LAMI 36 32 ESP017948P-7 CSDHHOP(1") FS 40 X 59.1" 1/4"(5.7)Annealed 1/2"(13) 1/4"(6)LAMI 36 32 ESP017948P-5 � CSDHHOP(t") FS 40 X 59.1" 1/4"(6)LAMI V2"(13) 1/4"(6)LAMI 37 32 ESP017948P-17 � � � , � � � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-27 19972255 ' Marvin Architectural Detail Manual MARVIN���.� , Introduction and Product Performance w'°°`� °" °`"' Built around you. ENERGY STAR� Program - United States � www.enerqystar.Qov About ENERGY STAR° ENERGY STAR°is a joint program of the U.S. Environmental Protection Agency and the U.S. Department of Energy helping us all � save money and protect the environment through energy efficient products and practices. Residential Windows, Doors and Skylights Thanks to advances in technology, today's ENERGY STAR�qualified windows, doors, and skylights offer greater savings than ever ' before. Just look for the ENERGY STAR°label. Save energy and money. Replacing old windows with ENERGY STAR� qualified windows lowers household energy biils by 7-15 percent. Lower energy � consumption also reduces greenhouse gas emissions from power plants and shrinks a house's carbon footprint. Current Specification Effective Date: January 1,2015 As of January 1, 2016, ENERGY STAR�qualified windows, doors, and skylights meet new performance levels, see below. � Windows and skylights must meet NFRC U-Factor and,where applicable, Solar Heat Gain Coefficient(SHGC)requirements based on climate zone. Doors must meet U-Factor and,where applicable, SHGC requirements based on glazing level(amount of glass). At this time, most Marvin window and door product lines qualify for the ENERGY STAR�Window and Door Program. For more � specific information, pleas refer to the individual product sections in your Marvin Windows and Doors product catalog. . � � Northern ❑ North-Central � � — , �� � South-Central � � Southern , .• �� � _ �► - � Windows Doors *Climate Zone U-Factor� SHGC� Glazing � 2 U-Factor SHGC � �-.� i Level • _<0.27 Any Prescriptive �,,, . 5 0.17 No Rating =0.28 >_0.32 - <_0.25 <0.25 ' Equivalent mm- _, . ., , _ =029 >_0.37 Energy Northern North- ; Performance Central �0.40 � < <_0.30 . =0.30 >_0.42 = Southem South- �0.25 Central — No�!�-�'��,. ; <_0.30 _<0.40 � �.� <_0.30 � <_0.25,�., '' . <_0.40 <_0.25 Air Leaka e s 0.3 cfm/ftz � 9 � Btu/h ft2•°F � z Solar Heat Gain Coefficient CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2077,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-28 19972255 Marvin Architectural Detail Manual � t MARVINiE>� Introduction and Product Performance `"'°°°W' ° ` °"" Builf around you: � ENERGY STAR� Most Efficient - United States The ENERGY STAR°Most Efficient mark is an extension of the ENERGY STAR�brand and is designed to recognize and advance the most efficient products among those that qualify for ENERGY STAR°.This recognition is for specific categories and awarded for � a specific year. Marvin Windows and Doors has long been a leader in providing our customers with energy efficient options. We are pleased to � announce that Marvin meets the US ENERGY STAR�Most Efficient criteria with over 50 product types and 13,000+glazing options. MOST EFFICIENT CRITERIA � Energy Star Zone U-factor SHGC � � �� Northern � � ���<=0.20 ">-O:�EI'� � North-Central <=0.20 <=0.40 South-Central <=0.20 <=0.25 Southern <=0.20 <=0.25 � As more product and glazing options are certified throughout the year, additional qualifying options will become available. The EPA � has set up a page on its website where consumers can go to final all of the Marvin options that meet the Most efficient criteria. To view the latest listing for casement windows � To view the latest listing for horizontal sliding windows To view the latest listing for vertical slidin4 windows To view the latest listing for fixed windows , �US� E�ICI�tI� � a , � ;-�.,.��� ,�y�� �� � �.,��.t=a��€�K www.energystar.gov � , , , � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2077,11:01 am � Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-29 19972255 MarvinArchitectural Detail Manual MARVINi�� , Introduction and Product Performance W`°°°W' °°' °"" Buil!around you: ENERGY STAR° Program - Canada � �'�' ENERGY STAR� a �� � ��o��o ❑ ZONE 3 � ��°���� ZONE 2 � � ���� ZONE 1 � � � �"�� �`-��o �? � � ��� � � � �� � Q �� � � � � �� � F ��'"�/ , �� � � � ; , ;�r�,_�� 1 ;� ///� _ � , � � � ' � ,.-_, �` ' �� � � . � � � ,, - �'��"��` � _ l�� �� � i F� � � ��, _ � ENERGY STAR Requirements for Windows and Doors � (Effective February 1,2015) Compliance Paths Heating Degree- Energy Rating (ER) or U-Factor � Zone Da Ran e Maximum Minimum ER(unitless) Y g Minimum ER (unitless) or U-FactoWlm2•K and Windows and Sliding (Btulh•ft.z•°F) Glass Doors Only 1 <3500 25 or 1.60 (0.28) and 16 � 2 3500to<6000 29 or 1.40(0.25) _ . and _ _ _20 _ _ 3 � >6000 � ~~� 34 or � �� 1.20(0.21) � � and��� 24 � � , ' ' � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-30 19972255 � Marvin Architectural Detail Manual � MARVINi�,-'� Introduction and Product Performance W'°°°"' ' ' °�'" Buil!around you: � ENERGY STAR� Most Efficient - Canada Natural Resources Canada(NRCan)has developed a new program to encourage more energy efficient products and options called ENERGY STAR° Most Efficient. This an extension of the Canadian ENERGY STAR° brand and is designed to recognize and � advance the most efficient products among those that qualify for the Canadian ENERGY STAR°. This recognition is for specific categories and awarded for a specific year. � Marvin Windows and Doors has long been a leader in providing our customers with energy efficient options. We are pleased to announce that Marvin meets the Canadian ENERGY STAR�Most Efficient criteria with over 30 product types and 8,000+ glazing options. � MOST EFFICIENT CANADA CRITERIA � Options U-factor ER Option 1 �.� , >=36 rt` Option 2 <=0.20 >=26 � As more product and glazing options are certified throughout the year, additional qualifying options will become available. NRCan has set up a page on its website where consumers can go to final all of the Marvin options that meet the Most efficient criteria. � View the latest listing for NRCan Most Efficient windows 1 �tost Eff��s��t � � ; ; 2015 � Les plus , �� econergetiques � � � r � � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-31 19972255 Marvin Architectural Detail Manual MARVIN�k`.'�, � Introduction and Product Performance '"'°°°"' °.` °°"' Built around you: ENERGY STAR° Program � TP33�,nianUtactur�rs u5e ata�rr,,�t tr,i;� t „yies tp rsa�#���NERGY STAA ql�aliCieu tivtri+�c•�ras. ._.. .__._.. ._,._. ..___.. ._._ �.___._ _.��__�_ _._..._�. ...., � f!JA_;"TY FR�4fvt�aUll�,�Et�I.At� : lQtAl-E G�A�S . A uariQlq�a1 dureble.lr�.v rt��inCevia ieu : Spet+al eoatin€�s«[te�t in'rared I��ht, � ; hartungtnaterialaredt�cehra¢�.rans�ur 'i keepinghea€�osidrinwini�r�ruit�utside : arat}h�;dp n�sulaat�ett�r -, � . ' in sum£nQr.Th�y a7sa reflect damagin� t `�., .^' . ul4rawplet lig9i�,whVch het�s pfa±eca � , _- •. a""� j �ntenw iurnishiogs trcm iading- , , . ,. , � � ,. �, ,. . p ,. 3 8�5 FiLLS._.......�._.�._._..e___....� � � : Some cner�y-eHiciornt,nnndaws hav� � i argon,kryp34n,or orh�r g�se�hetween . thepaiie�,Th�seadortess,colortess � � : : non•toxic qases Rnsu3aie bottcr ihan ��•' � t�9ular3�c .�a : _ __ _ — . . . _., ��' � �.1!.�.���� ,,i.d;`� 3 . � --�� -- . .r.-� ����. 7w�p�nasafqlas�.withapeir-o� ' � � __.--.• •------ ,___.�._.�.,. ; u�as-l�ticdsp�ccinthem,ddid:insutatE .,�`" `:'�t�,iiME�t��'apACER"� ; much better than a s�nqle pane t�f glass � : A spaeerkeeps a windows gl�a�pan�s t Some ENERGY STaA quali��d�ai�dows c the carrect distance spart-Nommetallia : inckud�!ct,r�;u o��sor�pan�s lo�¢ven - S and metallrtiorr-metal hybnd spacers eiw i qc�t�r�n�rgyef�ici�nty,mcre�sed ; insulata pane edges,ceducing heat � t rrhpact tc�ist;�rtCe,�nd saund fnsul8aon t tr;,naiei Ihraugt�thC tivrndx,w. � r..............�..�.._......._.....�._.........._.,. ; MULTIPLE GLASS PANES � � Double or triple-paned insulating glass is ; used to reduce heat flow. . ;................................................. ' "�--.� �� ; TIGHTER FITAND IMPRClVEO �� � WEATHER STRIPPiNG ' ��-� � New frames may include a magnetic sirip � to create a tighter seal that reduces air ���� ; leakage around the edges. . ; IMPROVED CORE MATERi1�LS � '� �� � � � � ����� � ; Fi6erglass,wood cladding,and steel with �� ; polyurethane foam core are among the � � : most energy-efficient door matenals � : available today. � � • t " � r � � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2077,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-32 19972255 � Marvin Architectural Detail Manual � MARYIN d='�, Introduction and Product Performance W'°°°W' °°' °°"' Buflf around youi � NFRC Certification Program Who is the NFRC? ' The National Fenestration Rating Council (NFRC) is a non-profit public/private group of manufacturers, builders, designers, specifiers, code officials, utilities, regulators and consumers formed to establish a national energy performance rating system for fenestration products. Sanctioned by the federal government under the Energy Policy Act of 1992, NFRC will, over the next several years, in addition to � U-Factor (thermal transmission), rate other factors, including solar heat gain, optical properties, air infiltration and condensation resistance. It is important to note that the NFRC is not setting minimum performance standards or mandating specific performance levels. NFRC has established a single rating system with a rigorous process for comparing product performance. By certifying and labeling their ,� products in accordance with the NFRC program, manufacturers demonstrate their commitment to provide accurate energy performance information. Whole Product Performance � NFRC ratings are based on"whole product performance".Although a window, door, or skylight may have high performance glazing, its overall performance may be reduced by a poorly performing frame. Similarly, a very energy efficient frame may be wasted on ineffective glazing and sealing. Whole product performance helps builders and consumers compare products of different � construction and attributes directly. When reading a NFRC Label, it is important to remember that the U-Factor, SHGC, and VT,values represent the whole window, not the center-of-glass � NFRC Labeling Certification and Labeling Process Window and door manufacturers attempting to certify their fenestration products are required to have them evaluated by two different types of independent NFRC accredited laboratories. ' 1. The first type of laboratory is a computer simulation lab which evaluates a window or door's thermal efficiency by computer simulation programs. The computer program takes into account the producYs frame and glazing system attributes and derives an overall product U-Factor. ' 2. The second type of laboratory is a physical testing laboratory which takes an actual product and evaluates it in a thermal chamber.The physical test lab will also derive an overall product U-Factor. For additional regional information,please contact your local Marvin Windows and Doors representative. � For complete NFRC ratings, please visit http://pros.marvin.com/resources/architectural-detail-manual/ � � � ' � t � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am Ver 2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-33 19972255 � Marvin Architectural Detail Manual MARVINi,.�, ' Introduction and Product Performance W'°°°" ➢�" °"" Built around you. NFRC Label � MARVIN'� W i n d o w s a n d D o o r s , Built around youa �� � � • . � � Iy�-.t_ � Energy Star i ��--��,,��� _1�., � \ � � , � � 4 `t---- �� � I � � i � \ i �Jr L�`-�-{ ; ;� ',`R �,�,l�'��; � ❑�ualified �� Clad Ultimate Awning � Aluminum—Clad Wood NFRc Projected �� 3/4" IG LOE 272 ARGON 3.1mm LoE 2721 13.Omm argon 13.1mm � cir National Fenesiratian RatingCounciK� SDLS < �" � MAR—N—343—00912—00001 ENERGY PERFORMANCE RATINGS � U-Factor (U.S11-P} Solar Heat Gain CeeHicient NFRC 0.30 0.26 ADDITIONAL PERFORMANCE RATINGS , Visible Iransmittance 0.44 , Menula�Wrer stlpuldes Mal Nese ratlng�mnfarm ro�pplice6le NFAC pracedures far detemiining whale pmducl pedoimanca. XF�reling�erc delermined lar a IIKed eel al enMmnme�Ad mndlUom md e epetliic praduG o¢e,NFPC daes not remmmend eiry pmdud and dam not warrml Me eunehil�y�ol ary produd Mi sry speclllc use.Cu�euft mmulaclumrs Inerelure far aUer pradua pedarmnce Info'm�lon.www.nlm.org � ■ = s WIYD�W8D0.'7R i MANUfACTURERSASSOCIATION �icensee#407—H-939 � �����WDMA Clad Uitimate Awning Hallmark Certi{ied � w.wdma Manulxwrersiipula�esconkrmanceasi�d�u�ed6elow AAMA/1NOMA/CSA/- �c-aaso 18�X1604mm(72X63.131n) WDMA 101/ I.S.2/A440-08 P AAMA/WDMA/CSA/- AP-cea ,e�sx,eo. � 101/I.S.2/A440-05 DP +50/-50 Thlc protlud may 6e coreretl Ey one or more al t�e lollowlnp p�lents: , 0�87,072 0197,304 6,7/6,696 6,12U,094 6,126,412 6,212 927 6,148,889 6,141,913 6,872,OU9 8,779,680 8,938,373 8,984,290 7,182,119 069<,732 Patents Ofi96,110 7,562,682 7,691,108 7,B31,486 7,743,81C 0820,347 0821,266 7,788,861 and Canadlan Oeelqn Patenl 103,617 103,878,7,817,946 • ❑ i❑ � , Chain of Custody 0� . . . � AWH13671 6 5R1931 A1 V'�s�t wwr.marvin.com/patmis for perid�nq patentc. Do na1 remore 1hn la6el prior 10�ncpedian and sa�e lor fuwre releren<e. ' t�2015 Mar.�a W odo�s a�d Doon U>Re ut<rcd tmdemark of Ma..�n Wndo�.eod�oor..Part#i17oa�53 � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,11:01 am Ver2015.4 2015-12-21 INTRO/PRODUCT PERFORMANCE-34 19972255 , Marvin Architectural Detail Manual , MARVIN��-'� Introduction and Product Performance ""'°°"' .'� °`°" Buik around you: � Building Categories and Design Factors Design Wind Pressure(PSF)-ASCE 7-05 � Effective Basic Wind Speed V(MPH) Location Zone Wind Area(SF) ��0 115 120 130 140 ' 10 +22 -24 +24 -26 +26 -28 +30 -33 +35 -38 50 +20 -21 +p1 -23 +23 -25 +27 -30 +32 -35 500 +16 -18 +18 -20 +19 -22 +23 -25 +26 -29 � Walls 4 150 160 180 200 10 +41 -44 +46 -50 +58 -63 +72 -78 50 +36 -40 +41 -45 +52 -57 +gq -71 � 500 +30 -34 +34 -38 +44 -48 +54 -60 110 115 120 130 140 � �p +z2 -2g +24 -32 +26 -35 +30 -41 +35 -47 50 +20 -25 +21 -27 +23 -29 +27 -34 +32 -40 500 +16 -18 +18 -20 +19 -22 +23 -25 +26 -29 , Walls 5 150 160 180 200 10 +41 -54 +46 -62 +58 -78 +72 -96 � 50 +36 -46 +41 -52 +52 -66 +64 -81 500 +30 34 +34 -38 +44 -48 +54 -60 Metric Conversions:1 PSF=47.9 pascals 1 SF=0.0929 SM 1 MPH=0.447 M/S � NOTE: .Design wind pressures above represent the net pressure(sum of external and internal pressures)applied normal to all surfaces. .Values shown are for exposure B. For other exposures, multiply values shown by the following factor: exposure C: 1.40 and , exposure D: 1.66 .Linear interpolation befinreen values of tributary area is permissible. .Values shown are for an importance factor I = 1.0. For other values of I, multiply values shown by I. .Plus and minus signs signify pressure acting toward and away from the exterior surface, respectively. � .All component and cladding elements shall be designed for both positive and negative pressures shown in the table. .Notation: . 10%of least horizontal dimension or 0.4 h,whichever is smaller, but not less than 40%of least horizontal dimension or 3 ft. � . Mean roof height in feet(meters). BUILDING WIND LOADS "The information presented is provided to simplify the determination of structural wind load requirements ofASCE 7-05.ASCE 7-05 ' may not have local precedence. P/ease refer to your local codes for design pressures that apply to your area." ASCE 7-05 Design wind load tables are based on the following: .Wind loads tables are based on Exposure B. .Tributary area of the structural elements is less than or equal to 10 sq.ft. � .Does not apply to roof areas. .Roof slope is greater than 10 degrees. .Building is less than or equal to 30 feet tall. ' .The building is completely enclosed, all windows and doors are designed to withstand full wind load. .Applicable to components and cladding,which include windows and doors. If the tributary area is greater than 10 sq. ft. or if the roof slope is less than 10 degrees,the design wind loads from this table may be conservative. However, if the building has openings in the elevation which may allow wind to pass through,the design values in the � tables may be too low. For these cases,ASCE 7-05 should be consulted. NOTE:Windows and doors designed to resist wind loading are not considered openings. � CHECK MARV�N ONLINE DOCS FOR LATEST VERSION Printed On: Mar 22,2017,11:01 am ver2016.1 2016-02-29 INTRO/PRODUCT PERFORMANCE-35 19972255 � Marvin Architectural Detail Manual MARVINi��.�, I Introduction and Product Performance ""'°°°" `�: °`°„ Built around you. Building Categories and Design Factors � EXPOSURES Exposure B: Urban and suburban areas,wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings or larger. For buildings with a mean roof height of less than or equal to 30ft(9.1 m). Exposure B shall apply , where the ground surface roughness, as defined by Surface Roughness B, prevails in the upwind direction for a distance greater than 1,500ft (457m). For buildings with a mean roof height greater than 30ft (9.1m), Exposure B shall apply where Surface Roughness B prevails in the upwind direction for a distance greater than 2,600ft (792m) or 20 times the height of the building, � whichever is greater. Exposure C: Open terrain with scattered obstructions having heights generally less than 30 ft. (9.1 m). This category includes flat open country,grasslands. Shall apply for all cases where Exposures B or D do not apply. Exposure D: Flat, unobstructed areas and water surfaces. This category includes smooth mud flats, salt flats, and unbroken ice. � Shall apply where the ground surface roughness,as defined by Surface Roughness D, prevails in the upwind direction for a distance greater then 5,OOOft (1,524m) or 20 times the building height, whichever is greater. Exposure D shall also apply where the ground surface roughness immediately upwind of the site is B or C, and the site is within a distance of 600ft(183m)or 20 times the building height, whichever is greater, from the Exposure D condition as defined in the previous sentence. For a site located in the transition � zone between exposure categories, the category resulting in the largest wind forces shall be used. INSTRUCTIONS: .Determine the Basic Wind Speed(V)in mph from Design Wind Load Table based on the location of the building. � .Determine the Roof Height(h)of the building in feet. This is the mean height of the roof above the lowest grade adjacent to the building. Eave height may be used for roof slope of less than 10 degrees. .Determine least width(B)of the building in feet.This is defined as the shortest distance between two parallel lines which contain the entire building floor plan. � .Determine high pressure outside corner loading zones(a)in feet from building illustration on following page.a=(0.10)x(B)or a _(0.4)x(h), whichever is smaller, but not less than either(0.04)x(B)or 3 feet(76). .Determine design pressure from Design Pressure Table. .All design pressure values are assumed for buildings with an importance Factor Category of II. See Design Factors chart on � following page. .If category III, IV is more appropriate then multiply the design pressure by the corresponding Design Factor-See Design Factor chart. � ' � ' ' ' ' � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am INTRO/PRODUCT PERFORMANCE-36 19972255 Marvin Architectural Detail Manual � � MARVIN��-�, Introduction and Product Performance W'°°°"' ` : °"" Buil1 around you: , Building Categories and Design Factors ' 10 degrees I or less � I ' I I 0 I a� I h � O I I ' I � I I a�l _ I ��-a " " 5 � B , RISK NATURE OF OCCUPANCY CATEGORY Buildings and other structures that represent a low hazard to human life in the event of failure. •Agricultural facilities. � I •Certain temporary facilities. •Minor storage facilities. II Buildings and other structures except those listed in Risk Categories I, III and IV ' •Buildings and other structures that represent a substantial hazard to human life in the event of failure,such as,schools,colleges,large day care facilities,resident care recipients but not having surgery or emergency treatment facilities. � ��� •Any other occupancy with an occupant load greater than 5,000. •Power-generating stations,water treatment facilities for potable water,waste water treatment facilities,other public utility facilities,buildings and other structures containing quantities of toxic or explosive materials that exceed maximum allowable quantities per control area. ' Buildings and other structures designated as essential facilities,such as,hospitals,surgery or emergency facilities. •Fire,rescue,ambulance and police stations and emergency vehicle garages. � •Designated earthquake,hurricane or other emergency shelters,emergency preparedness, communications and operations centers and other facilities required for emergency response. IV •Power-generating stations,public utility facilities required as emergency backup facilities. •Buildings/structures containing quantities of highly toxic materials. � •Aviation control towers,air traffic control centers and emergency aircraft hangars. •Buildings and other structures having critical national defense functions. •Water storage facilities and pump structures required to maintain water pressure for fire � suppression. NOTE:This is an abbreviated version of the 2015 International Building Code (IBC) Table 1604.5. Please, check with your local building code official(s)for current requirements in your area. � Design Factors Non-Hurricane prone Hurricane prone regions � regions and Hurricane Category with V greater than prone regions with 100 mph V=85/100 mph and Alaska I 0.87 0.77 II 1.00 1.00 ' III 1.15 1.15 IV 1.15 1.15 � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am ' INTRO/PRODUCT PERFORMANCE-37 19972255 Marvin Architectural Detail Manual MARVINi�:.�, , Introduction and Product Performance "' °°V"` ➢ °" ' Builtaroundyou. Wind Speed Map -ASCE 7-10 ' NOTES:Basic Wind Speeds for Occupancy Category II Buildings and Other Structures. .Values are nominal design 3-second gust wind speeds in miles per hour (m/s) at 33ft (10m) above ground for Exposure C , category. .Linear inferpolation between contours is permitted. .Islands and coastal areas outside the last contour shall use the last wind speed contour of the coastal area. .Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. � .�nd speeds correspond to approximately a 7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRl= 700 Years). ,�`- �',� ' ��J�- :_�—r-�`'i '�� � � 1 ' � ti� (� 9 ytyl �. 115�51) . \ `� 120(54) )� �. ' �Y 130�58) �t � 4. �M � ti� � f �� � 140(63) �Q��"9) � "� -i . �� _. _ � � - ; - � r � r � � Y � ���51)� ��r} "� ' �-� - �.,.'. % - � � �� :i �� A+ :t v� �,�.��,� 140�63) i , � TJ � � L7. �� ����• �-�w4� - 150�67) � ,'��� yrt> o �, e r. �. ' � f�„�,. � , �.� r���_ �� y.`! 7 �-h�y'. ..a, � 140�63) � "`� �v� 150�67) ��` �_'".� -�� � 760�72) � � iso��z� ��o��s� C� � no��s� � ,,-;.'-, �.' , � ��s�s�� i ';-,�eo�s�� �<._rl�so�ao� izo sa ��o� spao�sa� �so�ao� Special Wind Region , location Vmph (rNs) Guam 195 (87) �5o�s7) �so�72� � Virgin Islands 165 (74) . �'170(76) American Samoa 160 (72) Hawaii- 130 (58) Puerto Rico 0(67) � �` 4 63 130(58) � 120�54) -- �..110(49) � ' 'n.. �"a�� � �l"},� �w i z, � �-�� � 110�49) e ^ � � � ? �� L�1 � U � � 120�54) :�"-�� , : -'`,130(58) I 140(63) � /'-c.✓r� 15 67) 160(7� G�kF 160(72) � , CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:01 am INTRO/PRODUCT PERFORMANCE-38 19972255 ' . Marvin Architectural Detail Manual I MARYIN�����.�, Introduction and Product Performance W'°°°w' °. °"" Builf around you. � Altitude Guidance Marvin provides Capillary Tube Usage Guidelines for all products,available upon request. Capillary tubes are also recommended in smaller lites orADL units where one side of glass is less than 12" (305)in length at elevations of 3,000 feet or more above sea level. � Partners who serve high altitude markets are expected to consult the Capillary Tube Usage Guidelines and make appropriate selections based on product size, installed altitude, and highest transportation altitude. � � ' ' � , � � ' � ' ' t � � CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed On:Mar 22,2017,11:07 am ' INTRO/PRODUCT PERFORMANCE-39 19972255 Marvin Architectural Detail Manual � � ✓` DATE TIME ' CITY OF ORONO CALLED IN f-��—�— � iNSPEcnoN Nonc�' SCHEDULED PERM�T NO.� � 1 —�� I COMPLETED ADDRESS ���� ���lr�� �,����. OWNER TELEPHONE NO.� �� 2��/ 3��' CONTRACTOR �v�'� '' DE PT10N 1 �-'� , " � � �� FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q� POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLINO ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �Y ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL i OMfNERICOf�fTRACTOR TO MEET 1fOU:_YES_NO � COMMENT� 4 - �e� _ �� �r S�i�vey�fs .��s - —�. , O ^ v�d.(� r' C��G�. - sa K�Q - � " �0��3 �- r�b4v �IeV 5�r4c�z.G � � N� �r� c�r��� ` Q ' l S D�7i G� �v�G�o'v�, � So�L,5 r�p o�C.`"r�GC�u��^- i ���Y� �r 4�E c.e✓EG eS w.�hn.�-G� 3� Gr���.� � � ��L� �C�'I.CG "_ �''c�(�daQ t*�' W fYl 4GC�'( � � � � � �d�C� � Q� j W�WORK SATISFACTORY:PFiOCEED ❑PROJECT COMPLETE W ❑OORRECT W'ORK a PROCEED O ISSUE CERTIFICATE OF OCd1PANCY � ❑CORRECT VMORK,CALL FOR REINSPECTION TEMIPOMRY V BEFORE CdVERINO PERMANENT ❑OORRECT UNSAFE CONDITION WRHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALI INSPECTOR ��TATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRAN(iE ACCESS. CaN for the next inspectlon 24 hours in advanoe. (952) 249-4600 OwneNConfractor on site: Inspector:�,� wn+»covynnsp�etors FlI� c.eary cop�dslt.Notla ; ; �,�� ;z� ao�?; a�a �r . .. I� A U C� C� r� ^�► �i� �- ' y ' - '� ' " Daily Soil Observation Notes Project No: Date: ' Report No: Project Name: - ` ` '- '�' �;(� ,r'�.. Project Location: � Client: Temp/Weather: ' n Project Manager: ' '� ` '��-�r..}'✓'7 T'ime Arrived: Departed: , � � A � Areas Observed: ❑ Building Pad ,��use Pad ❑Roadway ❑Parking/Walks ❑ Footing ❑Proof Roll ❑Other(describe): Soil report available? ❑ Yes o Report reviewed? ❑Yes ❑No Report prepared by: Finish floor evaluation: _. Bottom of footing elevation: Bottom of excavation elevation: Approved plans available? Yes ❑No Specified compaction: _._ . Fill source: ,,,._ Oversizing appears adequate? NA ❑Yes ❑ No Soils observed agree with Soils report? ❑Yes ❑No Soils appear adequate for design loads? [�Y'es ❑No Proposed project bearing capacity(psf): ^„ ,,..) Contractor notified of results? �es ❑No Name of person notified: - C,' �� Was a copy of this report left on site? �'fes ❑ No If so,whom was it subrnitted to? :� N� - -- -- -- .,. _ , , � , �I � � n ;�� ,o i � ��, ��, � )i"f�. � �R Notes/Comments: �.,, � �- ���i: r ��+ >�r/�'�� )i:� ,G ✓���k, f, ' �„i('�(,?aM c��� , ,, s_ � , -;�;es� �' �� r"�<U� � r` d�� � (� �f�#- 1 . �� e.�� � /F �d�/ �'� 6'�� r;- �� r;� �;�-�� � �;� � � � /�-�S . ����tiC f�� �,�f ,�_ � e �� tr�1 � �° le,ti..t �- �.,�— ��� -,,-�--�, r'� �,,�e1�,,,L 3 � � � � �S� S�- � � hvvs ,� �� ,- ,: . , ,� �r— �.r,� s,��o� �n `� � ' ��� � � %��.5 .�v� ��5�e �.��� -�;��: ��,. � >' .,�� � ��.� �G�. �� ` . �,:� ; .::, �� � -�� � �> . ~ r. 1 , ` s., v�'.-G �; ' i Performed By , �`. `�"' � ,,� �t Reviewed By: Date: This is a preliminary report and is provided solely as evidence that field observations and/or testing was performed.Observations and/or conclusions and/or recommendation conveyed in the final report may vary from,and shall take precedence over,those indicated in a preliminary report. �� � � ✓ � DATE TIME CITY OF ORONO �N INSPECTION NOTIC,, _ � scHEouLED � �� rERMR NO. � COMrLETED ADDRESS ��'1 lt � N � �J �'��'r f�' f�' OWNER TELEPHONE NO. � �� ��� �� COI�lTRACTOR 3�--���� '' DESCRIPTION ���'- i-.�f' �L� � 1G� I 1 � ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q "�,POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING ✓0 FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP �U ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ J ❑ DEMO-SITE ❑S TIC INSTALL Z OWNERICOI�ITAACTOR TO MEET YW: ' YES_NO � COMMENTS: �� � �- `�O r rtit.S � f C.�✓ ' DP�✓ � rl�/'[t� O f `_� � ° .� �/c a�'-f cdl�..,.�K pea�s �-• ��•��S e � - Q GcJ� �l r e �e.� � y,.r.�.-����-1. ? C/e4�aKas — � � Gd/' rcci` -� a K � �o�,� J W O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE �/�OORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0❑WRRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN(i PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advance. (g52) 249-4600 OMmerlContractor on site: inspector: �//►�- � wn��coprn��tors Fl�e Gnary CoPyfSlb Nodes � � �. L'� DATE TIME 1/ CITIf OF ORONO CALL' E�ir, V iNSPECTION NOTI� ���,71 SCHEDULED J�'7 ___�� PERMIT NO.��� COMPLETED ADDRESS �-y'�D� � �h0� ��� OWNER TELEPHONE NO. � � 7f CONTRACTOR `� i , � DESCRIPTION �V LL V��`(�i I � �1��a-- 41 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL �� Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN' (3 "j �FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z�❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ ❑ DEMO-SITE ❑ S�pTIC INSTALL Z dWNOYCONTRACTOR TO MEET ji�YEB_NO ����'- (��" 1 � COMMENTS: �-� - ��� � 0 �N�la�t. LvR�crDr��iI!�l,E�/o.� .i-- �4.••���m '' n!� � 0 W � ' • Q � "/� fa�uL• .m�'av��a n•t �.x�►a� � � 6 K 9� ��v� � ' - W � � � �40RK SATISFACTORY:PFtOCEED ❑PROJECT COMPLETE � �O OORRECT YMORK 8 PROCEED ❑ISSUE CEFiTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERIN� PERMANENT ❑CORRECT UNSAFE CONDITION WRHIN HWRS. p p�{pT0 TAKEN INSPECTOR VNILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REUUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advsnce. (952) 249-4600 OMmerlConfra�tor on s�te: Inspector: � /� � YVhite CopyAnspector's Fil� C�nary CopyISIN Notip � � � � pATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED '�`ZL. 3� 's cJ PERMIT NO.�d�� � 02�� COMPLETED ADDRESS ��'�OS �6r'� �le�"�t �`. ii� OMINER TELEPHONE NO. �Q�L2'7Q��� CONTRACTOR i"'oW�'t — �G� Cort.0 ra�t � DESCRIPTION V�.l�!'' (�t�"`1'r!�� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WAIL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLiNG O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z�ADON SLAB ❑ MECHANICAL Rf ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP _ ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIFtEMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OMINERICONTRACTOR TO MEET Y�U:_YBS_NO � COMMEN?'� �• C�1� 4 — oZ " r�' ,, �4w. ct � j � � �j- P�►'It5 tcro la.t'JD�GD � ��t.� — o� � � �i ��6�0' rQ -6 - W Q ` Go�A U�rt�l9 mt..b p� g u..w�J ��sC' Z �� '� �O�v � ¢ j � J�I�Q,RK SATISFACTOHII'.PF�CEED O PROJECf COMPLETE W ❑OORRECT NIORK 6 PROCEED �ISSUE CERTIFlCATE OF OCCUPANCY � ❑CORRECT WOFUC,CALL FOR i�INSPECTION TEMPORARY C1 �F��� PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS- O PHOTO TAKEN INSPEC�OR WILL RERIRN ❑STOP ORDEii POSTED.CJ1LL INSPECTOR �CITATION ISSUED ❑INSPECTION RC(iU1RED.CALL TO ARFTANGE ACCESS. caa toru�e next ir�speCtion za nours in sdvance. (952) 249-4600 on site: Inspect w-' � WMte CaP9���� Gn�ry CopylBib NoHd � � —_--' �j TE TIME CITY OF ORONO CALLED IN � " z� �7 INSPECTION NOTICE � �j SCHEDULED �'��-i 7 � PERMIT NO. �""�/�� COMPLETED ADDRESS � ��..� /�. -��2� �lG`� OWNER T��,EPHO�NO. �S�J(�Cj� CONTRACTOR � � � � DESCRIPTION /�—�� l�' ��� �y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOPfTRACTOR TO MEET Ypll:_YES_NO � COMMENTS: '�/c� �,�� N� I �i r► 9 a+ra�1 c ��� � l�D � 1,'v� a g0 PST � r� y;r 'Je�" j O � � O W � Q � W � W � j W ❑WOFiK SATISFACTORY:PFIOCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY W 0 ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COA/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR NIILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TAT10N ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OMmerlContractor on site: InspecMr. te CopYMnspecto�'a File C�nary CopylSM�Notics ��� C�"`-' �� nMe � CITY OF ORONO CALLED IN � '- � IN8PECTION OTICE scH�uLED �- ' PERMR NO. � 7/COMPLETED �►uoREss o���� � ` .SLi o�/� r v�c, OMINER LEPH NE NO�'.�a��a 3�7/ CONTRAC'TOR ` �'��;►2U � OESCRIPTION � ly ❑ FOOTING ❑ DEMO- INA ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBIN ❑ EXCAW(iRADIN(iIFILLIN(3 O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q /'�FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS �V�INSULATION ❑ WOOD BURNERIFIREPLACE � COMPLAINT Q 0 FINAL ❑WATER HOOK-UP � FOLLOW-UP 41 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z dwNENICOffTRACfOR TO YEET V�U:_rE8_NO � COMMENTS: � � . 4 Q�� �i✓k53 1�i DecL�1a•�, a t�,��i — o ' Cvwfiv�t�-a��vro�i ��,Kc ���L b.-.rc.�cs� � 1'4�°���v ��!�eis ,Ae � s�ccs � � �,.,,i e O� � � • W � Q iDl< 7� /•��v�a�-e roa-� - ✓���'4r �•K- � 6t� ✓'�b �/�aG� � ��r S.v�ltl. C/'�� � �r �e K�-i �lc�'i�e,.., � W� Y - K3ATISFACTORY:PROCEED ❑PROJECfCOMPLEfE W ❑OORRECT MIOFpC a PROCEED ❑ISSUE CER'TIFICATE OF O(xUPp1NCY � ❑OORRECT WOPo(.CALL FOR REINSPEC710N T9iAPOMRY C�� �F���� PERMANBVT �(�ECT UNSAFE OONa710N VYRHIN HWRS• O PHOTO TAKEN INSPECTOR WIIL REIURN 0 STOP OROER P08TED.CALL INSPECTOR ❑qTATION ISSIIED ❑INSPECTION REOUIRED.CALL TO ARRAN(iE ACCES3. CsN tor u�e next tnspecdon u hours In adnanos. (952) 249-4600 on site: Inspector: Whib CapyAnp�Clor's FlM C�n�ry CopyISIM NWIe� �i� � DATE TIME CITIf OF ORONO c�►LLED IN —���7 � INSPECTION O C SCHEDULED — � � PERMIT NO. �� ���/ COM"PL�ED ac�Ess /V. o e /'i v� O'WNER TEL PHONE NO.�S�'�5 �'327/ CONTRACTOR ` � DESCRIPTION ����� � ��� ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION � �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ r ❑ DEMO-SITE ❑ SEPTIC INSTALL i OMMERICOf�f iRACTOR TO MEET YOU:_YE$_NO � COMMENT� �+'�t��L - 5�'�u��,! a.�/y - ilp P��, .r�c � � � 7��i� ��� , ��D .��✓s ar td, r,r6�o�i' Q �� � �1Rsizo - �O ,/� - < / < � /% T�Vfb�i �1�1�5�1 /��� /ti L.L. /�/IK 4 rC�� ��tf� � �r � - � Q ��/v'y �i�rr�.�r -�/�vI Cl-L-9'��} L-UL � 1 :., � �' � .i� � � �r�r .L d- ' � �K s ��:Y ��s o� a � �s - . ,� . . 1y �e•, r, c/ s .� � �. rt. � — II G�� ,�j�rK•i��'k��,� E<< Q���+fi. G�,r,Dli�.f-� d wi'MqCta�J �t- �S I�.st�E!/�O� W� O WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE �OORRECT YMORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CdVERINa PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p prypTO TAKEN INSPECTOR WFLL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �pTAT10N ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaY for the next��spection 24 hours in advsnce. (952) 249-4600 on site: Inspector:d�� YYhH�t�p�lh�y�ectors FlN Camry CopplSlb Notios / // TIME CITY OF ORONO CALLED IN _l 1 INSPECTION NO(IC�,.50gi 1CHEDULED / 7—L !� N.3<) PERMIT NO. pp��� COMPLETED ,� ADDRESS r ? ! le✓ � ]�- 5 l`ti,-` -C-_ ti"C- / OWNER AI T PHON O.GI✓�� �/_3x7` CONTRACTOR / �- til T v`- DESCRIPTION Is ly 0 FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 11. ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q 0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU: YES—NO 2 COMMENTS: 1" h. Ste.)C fp,ray fivA .r. rh3vlrrfo).% cca cc o4CPb/ Gk eta, o cur i•-,4,7 1 [.vim[/S ii burS4.4•ri4.171" ecflOirphitta 4V 2 .. G0 h A4.44-'43 i— p______A..(1,. k fur/`.'r, !w/wn s ion Q i Afar Pi iS £T ht Sc. l n err r��cl Sit+% o 1,S W Z W CC d Lu 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ' ,1CORRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. dr$A001 A White Copyllnspector's File Canary Copy/Site Notice 'p--'....._/ i--- _.., ,---------------- J DATE TIME CITY OF ORONO CALLED IN v 'l INSPECTION N TILE 6027/SCHEDULED /.- Ary //i ' PERMIT NO. ( ` COOMPLETJ��°��� ADDRESS pV-(,(252 ` ` L�!/� V`e OWNER n T(Ef EPHONE NO. '��� 2.7// CONTRACT JU tin/ - . ' ei ;: DESCRIPTION / a-J" / -Lv L - ci'v 1Q d ` I ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE El PLUMBING FINAL ❑ TREE REMOVAL ❑ LATHE ❑ MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q El FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP _ ❑ AS BUILT-SURVEY El SEWER HOOK-UP ❑ FOUNDATION/REMOVAL , ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO / lcitc COMMENTS: Eig -. RTo?n rlt�. - ®a -/2'17 C 4- l,%L 5 011vv'(0E. 44.4. r) cc,r 74 est 6.a in-5Xes:2 01u41✓- o�o ,�rrc p w/(4v�2S -(ate .t�vb q Gk�/ir-e 4 a 1/ cc 45 «(e•Q a rem in 4>e- 0O 0 Qiv/ StI i c �rqJ 4-yfm'i /n ?cion C /�eQr ori- 1- '1 '/7 Z VeS b-d-I '�5 4,� ,_15 c d qP,-e-9 chc," ®� LLJ Go r y'-e 6-.4 ax- wScz.- 0 W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC WOgCORAECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN LI 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: Inspector. Oji.- -tes White Copylinspector's File Canary Copy/Site Notice V/DATE TIME CITY OF ORONO CALLED IN /42-,, 7- � �� INSPECTION N TICE SCHEDULED PERMIT NO. J/7//-//00_; 7/j i COI 1PPJETED ADDRESS c7�—Ili' S / x'14 7 OWNER T LEPHONE NO.if 3 /� CONTRACTOR CrdLoyv (c S-tr 3. DESCRIPTION -'//5 W ❑ FOOTING ❑ DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING _ ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL PLIO ❑ LATHE 0 MECHANICAL RI ❑ SITE INSPECTION Q El FRAMING El MECHANICAL FINAL ❑ RATED WALLS LiN NSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL ❑ WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO oy COMMENTS: ItiY 14 4 5-e0G-e/( / leu tcfj vir r4s oio 6 E3 ' el - 6, a ac- s•.LAG Q Fr.t ss l� Ji-It.TC6a-kV/ e SO 4iiEs kek'S. C 4cJ 5:c'e 0 (i d raYtcy &, - ji/F to 00- 5.t K rte..r . ° 2e,5 0,k Zx t1n 4( W CC orr e 6 K -- GO tie W cc W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCDtP<CORRrCT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN CISTOP ORDER POSTED.CALL INSPECTOR Ell CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. 9_i i'—' White Copy/Inspector's File Canary Copy/Site Notice DATE TIME V %( /n CITY OF ORONO CALLED IN INSPECTIONN TIE SCHEDULED /-/!--/' 7' 36 PERMIT NO. 17-- D0027Af'�OMPL ED JI (� ADDRESS c`/(P7 /vb 6h-v1/4t__ V rN OWNER /TELEPHONE NO. 92 3;27) CONTRACTOR i3►'t- l D 7 i 4-7.•- : DESCRIPTION rreL4frt ` 7, L ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ Q POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q XFRAMING 0 MECHANICAL FINAL 0 RATED WALLS is 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO rt., COMMENTS: Wi l(. IRI - /- /- / W CC cc �1 f r,f4z,P 414 6.6(4012G4,#fetec diria� o 6/i f(41 1i i4Z W CC Q Re6t- OK IQ Go r re -e-4- O,‹ 7S- Go i W 2 d W 0 WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC v.QORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 LICORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O 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: Inspector. i s... White Copyllnspector's File Canary Copy/Site Notice f::;' C,, -)-..!1 C:"..-y of ?i (2 5 MoillA Sithsf, bc,-,se 11 C1::‘I3 il..• Z- Reviewar 14 • - . ......---.* i • 1p'1 Gface .1cia.i-\K-44cli,e0 14#* • Wit p‘ze)Ois`r4 . vi A I iiVasjtect SAitc:;yr ff-4411 I- 11-11-11-11111111111°."--- '‘‘‘t..11Ain.s RI Ligruir7,A 1p roil 4. - e et " elo...) 1 f 04.1,trIca;OM ,,.T.1 410.,.k.elA _ _44 dill kli ---__.-- / 01 to 4+ ‘._ vioso, - Al- ar; ki 1 e i ne.74,1e.,-t,0 Ai/ cifc.. /uckte, b,,,,,rel k4•. A _.........„--.---- oP... .... EZICC EVALUATION Most Widely Accepted and Trusted �.,., SERVICE ICC-ES Report ESR-1074 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 08/2016 This report is subject to renewal 08/2018. DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES SECTION: 06 50 00-STRUCTURAL PLASTICS REPORT HOLDER: CPG BUILDING PRODUCTS LLC 888 NORTH KEYSER AVENUE SCRANTON, PENNSYLVANIA 18504 EVALUATION SUBJECT: AZEK®TRIMBOARDS TRADITIONAL, AZEK® MILLWORK, AZEK TO MILL, AZEK®TRIMBOARDS FRONTIER SERIES, AZEK® SHEETS, AZEK® BEADBOARD, AZEK® CORNERBOARDS, AZEK® UNIVERSAL SKIRT BOARD, AZEK® FINISH GRADE TRIM, AZEK® INTEGRATED DRIP EDGE, AZEK® RABBETED CORNERBOARDS, AZEK® RABBETED TRIMBOARDS, AND AZEK COLUMN WRAP .0001 ICC ICC ICG LiEs7ES PMG LISTED Look for the trusted marks of Conformity! ICC "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC)Award in Excellence" A Subsidiary of CODE ATIONCOUNCLL ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not $` Accredited CE-Pspecifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Via. A«nklit4 CCN Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. SICC EVALUATION SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1074 Reissued August 2016 This report is subject to renewal August 2018. www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:06 00 00—WOOD, PLASTICS AND 3.0 DESCRIPTION COMPOSITES AZEK® Trimboards Traditional, AZEK® Millwork, AZEK to Section: 06 50 00—Structural Plastics Mill, AZEK® Trimboards Frontier Series, AZEK® Sheets REPORT HOLDER: AZEK® Beadboard, AZE� Cornerboards, AZEK Universal Skirt Board, AZEK Finish Grade Trim, AZEK® CPG BUILDING PRODUCTS LLC Integrated Drip Edge, AZEK® Rabbeted Cornerboards, 888 NORTH KEYSER AVENUE AZEK®Rabbeted Trimboards and AZEK Column Wrap are SCRANTON, PENNSYLVANIA 18504 rigid cellular PVC solid cross sections installed as corner (570)558-8000 boards,soffits, fascias, column wraps, door pilasters, frieze w70)558-8000 boards, nonload-bearing rake boards, architectural azek.com infoaazek.com millwork, door trim, and window trim. The material is expanded rigid poly-vinyl-chloride EVALUATION SUBJECT: material with a small-cell micro structure. AZEK® Trimboards Traditional are supplied with a smooth surface AZEK®TRIMBOARDS TRADITIONAL,AZEK® on both sides. AZEK® Millwork is machined from AZEK MILLWORK,AZEK TO MILL,AZEK®TRIMBOARDS Trimboards using common woodworking equipment. AZEK FRONTIER SERIES,AZEK®SHEETS,AZEK® Trimboards Frontier Series are supplied with a textured BEADBOARD,AZEK®CORNERBOARDS,AZEK® surface on one side and a smooth surface on the other. UNIVERSAL SKIRT BOARD,AZEK®FINISH GRADE AZEK Trimboards Traditional and AZEK Trimboards TRIM,AZEK®INTEGRATED DRIP EDGE,AZEK® Frontier Series are available in nominal widths of 4 inches RABBETED CORNERBOARDS,AZEK®RABBETED to 16 inches and nominal thicknesses of 5/8, 4/4 , 5/4 and TRIMBOARDS,AND AZEK COLUMN WRAP 6/4 inches. AZEK Sheets are available in 4-foot (1.2 m) widths and in lengths of 8, 10, 12, 18 and 20 feet 1.0 EVALUATION SCOPE 2.4 3.0, 3.6, 5.4 and 6.0 m), with actual thicknesses of, Compliance with the following codes: 3/6, 1/2, 5/8, 3/4 and 11/4 inches (9.5, 12.7, 15.0, 19.1, 25.4 and 31.75 mm). AZEK Beadboards are available in two • 2012, 2009, 2006 and 2003 International Building nominal sizes, 1/2 inch thick by 6 inches wide by 18 feet Code®(IBC) long and 5/6 inch thick by 4 inches wide by 18 feet long. AZEK Cornerboards are available in nominal thicknesses • 2012, 2009, 2006 and 2003 International Residential of 6/4 and 5/4 inches, nominal outside-corner widths of Code®(IRC) 4 and 6 inches, and in lengths of 10 and 20 feet. AZEK® • 2013 Abu Dhabi International Building Code(ADIBC)t Universal Skirt Board is used to provide a transition The ADIBC is based on the 2009 IBC.2009 IBC code sections referenced between siding and trim, and is a two piece product that in this report are the same sections in the ADIBC. consists of a routed AZEK Trimboard with a 11/2-inch (33.75 mm) nailing flange and 1/4-inch (6.35 mm)drip edge Properties evaluated: overhang. The AZEK® Universal Skirt Board is available in • Weather resistance a nominal thickness of 5/4 inches, nominal widths of 6 8 and 10 inches, and a length of 18 feet (5.4 m). AZEK • Termite resistance Integrated Drip Edge is used to assist in directing water • Surface burning characteristics away from window and door surrounds and is a two-piece product that consists of a routed AZEK Trimboard with a • Structural—negative-transverse wind loads on soffits 11/4-inch (33.75 mm) nailing flange and 1/8-inch (3.18 mm) 2.0 USES drip edge overhang. The AZEK Integrated Drip Edge is available in a nominal thickness of /4 inches, nominal AZEK® Trimboards Traditional, AZEK® Millwork, AZEK widths of 4 and 6 inches, and a length of 18 feet (5.4 m). to Mill, AZEK® Trimboards Frontier Series, AZEK® AZEK® Finish Grade Trim is used to provide installation Sheets, AZEK® Beadboard, AZEK® Cornerboards, AZEK® with hidden fasteners(a fastener-free trim surface)and is a Universal Skirt Board, AZEK® Finish Grade Trim, AZEK® two-piece product consisting of a base trim piece and a Integrated Drip Edge, AZEK® Rabbeted Cornerboards, cover trim piece. AZEK® Finish Grade Trim is available in AZEK®Rabbeted Trimboards, and AZEK Column Wrap are an installed nominal thickness of 6/4 inches, nominal widths used as nonload-bearing exterior trim. of 4 and 6 inches, and a length of 18 feet(5.4 m). AZEK® 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 ¢c 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 to any finding or other matter in this report,or as to any product covered by the report. moEmu�te[AMIpN Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 2 ESR-1074 I Most Widely Accepted and Trusted Page 2 of 2 Rabbeted Cornerboards and Trimboards are produced the seam/edge of panels. AZEK® Trimboards nominally with a 3/4-inch (19 mm) square removed from each edge. 1 inch and 11/4 inches thick must have a maximum The AZEK® Rabbeted Cornerboards are available in a allowable design load of 60 psf (2880 N/m2) suction, nominal thickness of 5/4 inches, nominal widths of 4, 6 and negative wind load. 8 inches, and lengths of 10 and 20 feet (3 m and 6 m). AZEK® Rabbeted Trimboards are available in a nominal 5.0 CONDITIONS OF USE thickness of 5/4 inches, nominal widths of 4, 6 and The AZEK®Trimboards Traditional,AZEK®Millwork, AZEK 8 inches, and a length of 18 feet (5.4 m). AZEK Column to Mik AZEK®Trimboards Frontier Series, AZEK®Sheets, Wrap consists of three connected panels and a fourth AZEK Beadboard,AZEK®Cornerboards AZEK®Universal locking panel that secures the Column Wrap in place. Skirt Board, AZEK® Finish Grade Trim, AZEK® Integrated AZEK Column Wrap is 1/2 inch thick and has actual outside Drip Edge, AZEK® Rabbeted Cornerboards, AZEK® dimensions of 43/4 inches,63/4 inches,or 83/4 inches, and is Rabbeted Trimboards and AZEK Column Wrap described installed around a nominal 4-by-4, 6-by-6 or 8-by-8 wood in this report comply with, or are suitable alternatives to column or post. AZEK Column Wrap is available in what is specified in, those codes listed in Section 1.0 of 10-foot lengths. this report, subject to the following conditions: All AZEK products covered under this evaluation report, 5.1 This evaluation report and the manufacturer's up to a maximum nominal thickness of 6/4 inches, and published installation instructions, when required by AZEK® Finish Grade Trim at a maximum nominal installed the code official, must be submitted at the time of thickness of 6/4 inches, have a flame-spread index of less permit application. than 25 when tested in accordance with ASTM E84. 5.2 The trim must be manufactured, identified and 4.0 INSTALLATION installed in accordance with this report and the AZEK 4.1 General: Building Products instructions. 5.3 The product is limited to the following construction AZEK Trimboards Traditional, AZEK® Millwork, AZEK to Mill, AZEK® Trimboards Frontier Series, AZEK® Sheets, types. AZEK®Beadboard,AZEK®Cornerboards AZEK®Universal 5.3.1 Nonload-bearing exterior trim on buildings Skirt Board, AZEK® Finish Grade Trim, AZEK®Integrated of combustible non-fire-resistance-rated Drip, AZEK® Rabbeted Cornerboards, AZEK® Rabbeted construction(Type VB of the IBC). Trimboards and AZEK Column Wrap must be installed in 5.3.2 Architectural trim on buildings of Type I, II, Ill accordance with the manufacturer's published installation and IV construction under the IBC, that do not instructions and this report. exceed 40 feet(12.2 m) in height above grade. The manufacturer's published installation instructions The trim must be backed by noncombustible and this report must be strictly adhered to, and a copy of construction. The trim is limited to ten percent the instructions must be available at all times on the of the exterior wall surface area where the fire jobsite during installation.The instructions within this report separation distance is 5 feet(1.52 m)or less. must govern if there are any conflicts between the 5.3.3 All construction types permitted under the IRC. manufacturer's published installation instructions and this report. 5.4 The product must be installed over solid backing 4.2 Fasteners: material, such as approved exterior sheathing covered with an approved water-resistant barrier or Fasteners must be stainless steel or hot-dipped approved exterior wall covering. galvanized, and must be approved box nails or finish wood 6.0 EVIDENCE SUBMITTED screws designed for wood trim and wood siding with a thinner shank. Nails must have blunt points and full- Data in accordance with the ICC-ES Acceptance Criteria rounded heads. The fasteners must be long enough to for Rigid Cellular PVC Nonload-Bearing Exterior Trim penetrate the solid wood substrate a minimum of (AC227), dated December 2004 (editorially revised 11/2 inches (38.1 mm). The fasteners located at board June 2012). ends must be placed no more than 2 inches (50.8 mm) 7.0 IDENTIFICATION from the end of the board. 4.3 Wind Load Assembly—Soffits Using AZEK® Each package of AZEK® Trimboards Traditional, AZEK® Trimboards: Millwork, AZEK to Mill, AZEK Trimboards Frontier Series, AZEK Sheets, AZEK® Beadboard, AZEK Cornerboards AZEK®Trimboards measuring a minimum of 12 inches by AZEK® Universal Skirt Board, AZEK® Finish Grade Trim, 48 inches (304.8 mm by 1219.2 mm) must be installed AZEK® Integrated Drip Edge, AZEK® Rabbeted on minimum 2-by-4 wood framing SPF stud grade Cornerboards AZEK® RabbetedTrimboards and AZEK (G = 0.42) spaced 16 inches (406.4 mm) on center. The Column Wrap described in this report must be labeled with AZEK® Trimboards are placed with the long direction the CPG Building Products LLC name, address and perpendicular to the wood framing and are fastened telephone number; the product trade name; and the to each of the wood members with two 31/4-inch-long evaluation report number(ESR-1074). (82.55 mm), 16d box nails, located 1 inch (25.4 mm) from f r.--, ..-7 , DATE TIME V CITY OF ORONO CALLED IN INSPECTION NOTICESCHEDULED y-o2-'1I r36 PERMIT NO. ,l 7-0O,27I COMPLETED ADDRESS a�-i�os�Qr"t'E'i-- `, OWNER CO-345-1-7, ^ ,—TELEPHONE NO.//;-".2q�377/ CONTRACTOR c. ✓� O Ll /7, ger DESCRIPTION a- / W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O0 FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q ,It FRAMING 0 MECHANICAL FINAL 0 RATED WALLS / ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL v ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO 9 COMMENTS: E7e , , •.3" d€2 ccW a oP6r ��G I.L_ 7C eieSA ` 6trc y✓t L N. f y s4 1.bt:J! C'o.14/0/_e4-ems r..........„) e r /f e',,, �fe- c O 4. eC Q �K•s-C 5e4 /�n5 e, 1( , ; el,etva a 4) 71,o, p46es W z k 0,5e4 / ¢ I( e-6,-0d1011, 1,,/.d v4SScs . W 0 WORK SATISFACTORY:PROCEED ce„r,v., -+_ ❑PROJECT COMPLETE CC ,�-�,�ORRECT WORK&PROCEED � ^/�� ❑ISSUE CERTIFICATE OF OCCUPANCY 44 Ol ECT WORK,CALL FOR REINgECTfONtTCO �� TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQUIRED-CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on site Inspector. ' )1i.... White Copylinspector's File Canary Copy/Site Notice Christine Mattson From: Christine Mattson Sent: Friday, May 05, 2017 11:07 AM To: 'Keith Lentz' Cc: Roger Peitso; Monica Fadness; Rachel Dodge Subject: RE: 2465 North Shore Drive Foundation As-Built/#2017-00271 Hi Keith, We have reviewed and approved the electronic copy of the foundation as-built survey. You may proceed with framing. A copy of this email authorizing you to proceed should be kept on site with the inspection card. As we discussed on the phone, please provide us with a full-size copy of the foundation as-built for our records. Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway I Orono MN 55356 (physical address) PO Box 66 Crystal Bay I MN 55323-0066 (mailing address) 952.249.4620 ' g 952.249.4616 [21cmattson@ci.orono.mn.us ' www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 22,2017 Monday-Thursday: 7:30 am to 5 pm/Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 29, 2017(Memorial Day) From: Keith Lentz [mailto:Keithlentz@hotmail.com] Sent: Friday, May 05, 2017 8:37 AM To: Christine Mattson <CMattson@ci.orono.mn.us> Subject: 2465 North Shore Drive as-built Chris Attached is the as built for the project at 2465 North Shore Drive. Please let me know when approved. Keith Lentz Crown Construction 952-292-3271