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HomeMy WebLinkAbout39415-Z ��o�,Os�FF��'��oGy Town of Southold 8/3/2016 � � P.O.Box 1179 o - � �' S3095 Main Rd �y,jj0� �ap� Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 38426 Date: 8/3/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Treasure Pond, Fishers Island SCTM#: 473889 SecBlock/Lot: 8.-2-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pernut heretofore filed in this office dated 11/12/2014 pursuant to which Building Permit No. 39415 dated 12/10/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwellin�with covered entry, screened porch and outdoor shower stall as applied for. The certificate is issued to FI Lookout LLC of the aforesaid building. SUFFOLK COiTNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0060 7/14/2016 ELECTRICAL CERTIFICATE NO. 39415 7/14/2016 PLUIVIBERS CERTIFICATION DATED 6/17/2016 Tom Ravino � Autho ed Signatur �"�- TOWN OF S011THOLD �g11FED(�CO� ��o y BllILDING DEPAFZTMENT � = TOWN CLERK'S OFFICE �'o, . o�� SOUTHOLD, fVY �°���� , , BUILDIIdG PEI�MIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH OfVE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39415 Date: 12/10/2014 Permission is hereby granted to: FI Lookout LLC 211 Curwen Rd Rosemont, PA 19010 To: reconstruct an existing single family dwelling as applied for, & demolish an existing garage ^i At premises located at: Treasure Pond, Fishers Island SCTM # 473889 Sec/Block/Lot# �.-2-3.2 Pursuant to application dated 11/13/2014 and approved by the Building Inspector. To expire on 6/10/2016. Fees: DEMOLITION $244.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,762.00 CO -ADDITION TO DWELLING $50.00 Total: $3,056.00 ��,c,c�.��—�C� � Building Inspector 0 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,195'�non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of properiy showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 11/17/14 Renovation New Construction: �qrici;tinns Old or Pre-existing Building: (check one) Location of Properiy: 1153 Treasure Pond Rd Fishers Island House No. Street Hamlet Owner or Owners of Property: FI Lookout, LLC Suffolk County Tax Map No 1000, Section 008 Block 2 Lot 3.2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: R10-14-0060 SCTM#1000-8-2-3-YTnderwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ . �� pplic t ignature ����pF SOl�j��,�l Town Hall Annex � � Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 � y roqer.richert(a�town.southold.nv.us Southold,NY 11971-0959 '�Qly�oU �,��o p� .�.� 191 e� • BUII.DING DEPARTMENT TO�V1�T OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION �ssued To: Bradbeer Address: 1153 Treasure Pond Road City: Fishers Island St: New York Zip: 06390 Building Permit#: 39415 Section: 8 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: �Ba: Connected Systems �icense No: 45453-ME SITE DETAILS Office Use Only Resident�al X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 105 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 16 Wall Fixtures 26 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 60 CO Detectors 3 Sub Panel 2-80A A/C Blower 3 Range Recpt 1-20 Fluorescent Fixture 11 Pumps Transformer Appliances DW Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect Switches 89 Twist Lock Exit Fixtures TVSS otner Eq�iPment: 10 ft. Plugmold, 9- Paddle Fans, 7- Exhaust Fans, 9- ARC Fault Circuit Breakers. Notes: Inspector Signature: � Date: July 14, 2016 z Electrical 81 Compliance Form.xls , • � ! L CERTIFICATION � _ � , Date: �� /7 / � Building Permit No. ����/�� - Owner: �r� t �����c����` (Please rint) - Plumber:�� �J��� � � (Please print) . I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. . . (Plumbers Signature) Sworn to before me this_� day of�u,n!'� , 20� � � 6�,a�P.i8 � �Sb� � _ Notary Public, �� County , _ � , - _ , - � - , � ho�aOP SOUT�,olo � '� � 1 y � _ . � � � . . . �°�y ourm,��'� L i , � TOWN OF SOUTHOLD BUILDING DEPT. - 7Gv-1802� . . - � - 1�NSPE T � N � -- � ��= ..- = C O , [-� ] FOUNDATION 1 ST [�, �ROUGH�PLUMBING f n Y [ ] FOUNDATION 2ND [ ]��,INSULATIOM - � ' ,. . , , � [ ] FRAMING /STI�APPING [ ] FiNAL � �- � � , [ ] FIREPLACE � CWIMNEY [ ] FIRE SAFETY INSPECTION ,. � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE��RESISTANT PENETRATION�v � .,r - ._ � . , �= [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIIdAL") [ ] CODE VIOLATION [" ] CAULKING REMARKS: � ' s C� _ � � �� � , , , DATE � INSPECTOR �`� - � � I � _ �OE SOUIy / � o �� �o � #� #� � . _ - . G • �O ���OUMY,�c� � TOWN OF SOUTHOL-D BUILDIN� DEPT.� . = - 765-1802 . - �1� 111SPECTI N � -- . � [ ] FOUNDATION 1 ST � [ ROUGH PLUIVIBING � [ ] FOUNDATION 2ND [ ] INSULATIOM [ ] FRAMING / STRAPPING [ ] FINAL � � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FiNAL) [ ] CODE VIOLATION [ ]�CAULKING REMARKS: �'.��� - . , DATE �� � INSPECTOR , � -- I � � o��OF SO(/T�,ol �I . � o � - � � � G Q �O ��'y�0Ut�1�'1,0c� TOWN OF SOUTHOLD �UILDING DEPT. 765-1802 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FI�AMING / STRAPPING [ FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAMT PENETF�TION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA7'ION [ ] GAULKING REMARKS: ������, . ` �� - �-.. � ` � ��� ' � � _ �����--� �� ����. . .�i�-O� � �'�dc �� � , . DATE �� �� �� INSPECTOF� ` ` p� I���, ��OF SO(/l�,o � �-f ; ,`o lo - . # � . , � • ao . °�,��o�y,N�, TOWN -OF SOUTHOLD BUILDING. D�PT. 765-1802 IN�SPECTION - - [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAIdT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -r'-� D(c o� `�,.�-¢�.�--�. _ - * �, ` G� . . , DATE d� �3 � INSPECTOR � � .�=�-�. r To�,c m e�.p �o vo - �.- 2 - 3.2 �s o c ., t�HCB ��� L�o k ,�+ �� �� 'QP� 3� I� 1� , ' ' Cansulting Engineers,P.C. ? Structural Engmeenng ' Geotechmcal Engmeering Wstonc Preservalion Construction Support August 19, 2015 Town Hall Annex Suilding Hand Delivered Town of Southold Southold, NY 11971 Attn: Gary Fish � LrJ ^ I- � I� I �� + I Building Inspector � ' � � AUG 2 4 2015 ��� Re: Bradbeer Residence 1153 Treasure Pond Road � � -� r I r,, . , „� Principals Fishers Island, NY Kenneth Gibble,PE , � James f Norden,PE Mr. Fish: Charles C Brotivn.P.E GeotechmcalAssociate GNCB Consulting Engir�eers, P.C. is the Engineer of Record for the David L Freed,PE Bradbeer Residence project under construction on Fishers Island. Structural Associate Having visited the site to observe the construction, the structural portion of Richard A Cen�ola,PE the project work is substantially complete. Of particular importance is the construction to resist the lateral for�e due to wind. We have reviewed the holdown hardware, hangers, strapping and exterior sheathing, elements required to resist wind. It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. Sincerely, OF N w y0 y�Q.'��S��RT/Se�o.�'F s z Charles C. Brown P.E. � 130 Elm Street � �,� �o aox aoz Principal e� 0e�s Old Saytrrook,CT 06475 � � Tel 860 388.1224 ��$S10NP� Fax860.3889613 Cc: H.P. Broom Housewright, Inc. lastnamc��gnchengineers.com Hadlyme, CT gncbengmeers.com "= � �� �� 3q'��S �. ;� � � ANCHL'1R 1 N Sr U L AT 1 O N Industrial,Residential,Commercial and Marine Insulatars,Noise Control,Heating and Cooling,Fireplaces,Guttero,Shelving,Waterproofing INSTALLATION CERTIFICATE Address: 1153 Treasure Pond Rd Lot Number: City: Fishers Island State: = NY Description of Insulation Material: Manufacturer: Thickness(inches): Thermal Resistance: Cold Ceilings Material: Fiberglass Manufacturer: Certainteed ,. Thickness(inches): 12 Thermal Resistance: ' 38 Exterior Walls Material: Fiberglass Manufacturer: Certainteed Thickness(inches): 5.5 Thermal Resistance: 21. Basement Ceiling Material: Fiberglass Manufacturer: Certainteed Thickness(inches): 10 Thermal Resistance: 30 Garage Exterior Walls,Gables Material: Manufacturer: Thickness(inches): Thermal Resistance: 1st Story Ceiling,Interior Walls Material: Manufacturer: Thickness(inches): Thermal Resistance: Declaration X�I hereby certify that the above ins� 'q w s i stalled in the building at the above location. � � �` Item#s(if appiicable) S'g�atu e Date Installfng Subcontractor / 11/10/2015 Anchor Insulation t�HCB "�� 1. Cansulting Engineers,P.C. Siructural Engineenng Geotechmcal Engineering Historic Preservation Construchon Support June 15, 2016 Town Hall Annex Building Hand Delivered Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Inspector Re: Bradbeer Residence 1153 Treasure Pond Road Fishers Island, NY Principals Kenneth Gib61e,PE Mr. Verity: James F.Norden,PE Charles C Brown,PE GNCB Consulting Engineers, P.C. is the Engineer of Record for the Bradbeer 6eotechnical Associate Residence project constructed on Fishers Island. I reviewed the photos of the Dav�d L Freed,P.E. progress of construction of the foundation provided by the contractor, H.P. Broom Structural Associate Housewright, �C1C. Richard A Centola,PE As of the visit to the site to observe the construction, in August, 2015, the structural portion of the project work was substantially complete. Of particular importance is the construction to resist the lateral force due to wind. We have reviewed the holdown hardware, hangers, strapping and exterior sheathing, elements required to resist wind. It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. Sincerely, �(��F N � y�P��g C�1RTj���p� �' , ��* 130 Elm Street Charles C. Brown P.E. `� ,. � L, Po eoX soz Principal ��� \ Old Saybrook,CT 08475 C� Tel 8603881224 Cc: H.P. Broom Housewri ht, Inc. ��SfONa�� Fax 860.388.4613 g /astnamemync6engineerscom Hadlyme, CT gncbengineers.cam =1�f � � � �E� c��z��i��3q��� .: - . � GHCB �'� .. .� 1 _ Consulting Engineers,P,C. Slructural Eogineering � ` 6eolechnical Engineering Historic Preservation ° Construction Suppod June 28, 2016 Town Hall Annex Building Hand Delivered Town of Southold , Southold, NY 11971 � Attn: Michael J. Verity � Chief Building Inspector Re: Observation of Framing Work Principals Bradbeer Residence Ken�e(h Gibhle,aE 1153 Treasure Pond Road �ames F�or�en,P.�. Fishers Island, NY � Charles C Brown,PE Geotechnical Assnciate Mr. Verity: David L.Freetl,P.E Structural Associate GNCB Consulting Engineers, P.C. is the Engineer of Record for the Richard A.Cenmla.P.E. Bradbeer Residence project constructed on Fishers Island. I reviewed photos of the progress of construction of the wood framed superstructure provided by the contractor, H.P. Broom Housewright, Inc. As of the visit to the site to observe the framing construction in August, 2015, the wood framing structural portion of the project work was substantially complete. Of particular importance is the quality of the materials and workmanship, that meet or exceed the approved Construction Documents, and meets the New York State Building Code. We have reviewed the framing components, including studs, headers, sheathing, joists, rafters, and blocking required to resist gravity loads. 130 Elm Sireet P.O.Box 802 Old Saybrook,CT 06475 Tel 860.388.1224� Fax 860.388.4613 lastname�g ncbengineers.com gncbengineers.com , r s ` Town of Southold '• Fishers Island, NY GNCB ��� June, 2016 I% Page 2 of 2 It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. Sincerely, OF NEW y ��,��S�uRr�sa9•p� � G�� ,� Q� o Charles C. Brown P.E. ,- � Principal o s �� OFFSSI�NP� Cc: H.P. Broom Housewright, Inc. Hadlyme, CT • . ��p ` . I�= ���1�� �S- � � ��y �C��OM� '������ o GHCB t� D Consulting Engineers,P.C. JUL - 5 2016 Structural Engineering Geolechnical Engineering �,�.T�DING DEPT• Hisroric Preservation �p�p]��pI7'Y'�OLD Construction Suppoe June 28, 2016 Town Hall Annex Building Hand Delivered Town of Southold � Southold, NY 11971 Attn: Michael J. Verity Chief Building Inspector Re: Observation of Insulation Work � Bradbeer Residence Prineipals 1153 Treasure Pond Road KennelhGibble,P.E Fishers Island, NY ,lames F fJorden,P.E. Charles C Brovrn,PE Mr. Verity: Geotechmcal Associate David L Freetl,P.E. GNCB Consulting Engineers, P.C. is the Engineer of Record for the Structural Associate Bradbeer Residence project constructed on Fishers Island. Richard A Cen?ofa,PE, For your information, I have attached a letter dated June 28, 2016 from Peter Batchelor, Architect for the project. Per Mr. Batchelor's review of the insulation requirements for the project, it is to the best of my knowledge and belief that the insulation materials and workmanship meet or exceed the approved Construction Documents and meets the New York State Building � Code requirements. Sincerely, oF NEW h�,����uarisa9o,�� � � yQ Charles C. Brown P.E. °� � 130 Elm Street 0 6 � P,O.Box 802 Principal o�S�oN�,�. Olci Saybrook,CT 06475 Tel �60.388.1224 Cc: H.P. Broom Housewri ht, Inc. Fax 860.388.4613 g lasfname�gncbengineers,com Hadlyme, CT pncbenqfneers.com r� + , , ._� P�ter Batchelo�, .A.rchitect 20 Faoli Pi�e Paa�i, PA 19301 6�.0-296-6355 Pbatch.0�7 s�r aol.com June 28,2016 Jim Florian H.P Broom Housewright, Inc. P� Box 7a— 162 Ferry Rd Hadlyme, CT 06439 860-526-9836 RE: Bradbeer Residence: ].153 Treasuxe Pond Road,Fishers Island,NY Dear Mr.Florian, 1. Framin� Structural Framin�and General Workmanshiu: To the best of my knowledge and with limited visits to the construction site, it is my opi.nion that the proj ect meets or . � exceeds the Approved Construction Documents and meets the NY Sta.te Building Code. 2. Insulation of wa11s, fo�ndation, ceilin�s and roof: To the best of my knowledge and with limited visits to the construction site,it is my opinion that the project meets ox exceeds the Approved Const�uc'tion Documents and meets the NY State Building Code. ,�,��Siirr�l'M�6r�q4 jJ� Si cerely yours, - ,.,,,�,�>,��t��•D.rl j��[��r{�,C 1�,.+ op9�eaeosgo`���'�r `2 e~°'GQ•�SY Ll�,.9�°�,��'`�i��: - � � „_ ,,;�,,,�V,'!� a.��s � c � ��r', �?� ,•�T Peter Batchelor,AIA �. ,o,�m�, ������� "�;,;��,;�w�.�,. '� oc�'1� o b e. d�-34 c.v�l: s. � 9�''�{t� ' � �+� e � 4 ✓,•� �7 ao��'+`'�`, „�,"c1��tli�� ''jrPtM�^����-U.���L����. 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I_�-_/ _ �� — / � t"/ .� I /.I. ■ _ � i �_,�' ��Iii�li��l�// � � J� � /�l/� � ! ;�� , / � � �� -' - -'�f�i�[ 1_�� ��� , '� '� ; s�' ,�`��iL..�/.��.a�' _�i�i _. �'_-_ � ,_ I I � . i '� J����� /LA/� / / ' `,• . �/ - I�� � ._� �r.�� i ` . � � � � (��. .� - s� � . �i� �� � � . ��"' '/.'?1�'� . = , � � ,, �'.i' _ - �'. .� - �: ..�.� ��!"' . .���_ .. ; ,� � - - ;` -- _ �:!� � r � , � � � f . ��r r���.� .� `_ �� - � � � � ' � � . / i,� ����iwti� — -- — � , .. ���./�- �'�� � � � - i�� �� �/ ����� �^ . �/l.��/,� i_i '� ~!����,��� � �' �,". / TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST jr � � BUII.DING DEPARTMENT Do you have or need the following,before applying7 " TOWN I3ALL Boazd ofHealth SOUTHOLD,NY 11971 4 sets of Bu�lding Plans • TEL:(631)765-1802 Planning Boazd approval FAX:(631)765-9502 � Survey SoutholdTown.NorthFork.net PERMIT N�D. 3�l�/�_ Check –� Sept�c Form N Y S.D.E.C. Trustees / - Flood Peamt Examined /�i /� 20/� Storm-WaterAssessmentForm Contact: Approved /.� /D 20� Mail to. Disapproved a/c Phone: Expiration / 20�_ � � L� � � C��� � Building Inspector � PLICATION FOR BUILDING PERMIT �OV 1 2 2014 Date November,6 20 14 INSTRUCTIONS BLUG DEPT $C�(,UI�i����jY��tR}iDMiJST be co}npletely filled in by typewriter or in mk and submitted to the Building Inspector with 4 'sefi's of p ans,acI—' cuiate prot p—lan to sc�Fee according to schedule. b.Plot plan showing locarion of lot and of buildings on premises,relationship to adjoining premises or public streets or azeas,and waterways. ' c.The work covered by this application may not be wmmenced before issuance of Building Permit. d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e No buildmg shall be occupied or used in whole or in part for any purpose what so ever unril the Building Inspector issues a Certificate of Occupancy f.Every building permit shall e�cpue if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted m the interun,the Buildmg Inspector may author�ze,m wnting,the extension of the pemut for an addition six months.Thereafter,a new permit shall be required. ` APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pernut pursuanf fo the Bmlding Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construcrion of buildings,additions,or alterations or for removal or demolirion as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectois on premises and in building for necessary inspections. H.P.Broom Housewright Inc (Signature of appl�cant or name,if a corporation) P O Box 70-162 Ferry Rd-Hadlyme,CT,06439 (Mailmg address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises FI Lookout,LLC (As on the tax roll or latest deed) If applicant i'a corporation, igna� •e of duly a orized officer , r 1 h-Q5 ��1�(,�T' (Name an trtle f orporate officer) - Builders License No. 13061 HI Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1153 Treasure Pond Rd. Fishers Island House Number Street Hamlet County Taac Map No. 1000 Section 008 Block 2 Lot 3 2 Subdivision Piled Map No. Lot �� + 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy Single Family Dwelling b. Intended use and occupancy Single Famdy Dwelling 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $1,357,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front $�' Rear 80' Depth 62' ' Height 24' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 104' Rear �04' Depth 62' Height 30' Number of Stories 2 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 135'+ Rear 460'+ Depth 730'± 10.Date of Purchase Jan 2013 Name of Former Owner Robert J Geniesse 11.Zone or use district in which premises are situated R-120 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X 238 Curwen Rd 14.Names of Owner of premises FI Lookout,LLC Address Rosemont PA 19010 phone No. �610)525-5758 Name of Architect Peter Batchelor,AIA' Address 20 Paoli Pike-Paoli,PAphone No (610)368-1562 Name of Contractor H P Broom Housewright Inc Address P O Box 70 Hadlyme C'phone No. ($60)526-9836 'GNCB Engineering 130 Elm St Old Saybr000k,CT 06475 (860)388-1224 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOLTI`HOLD TOWN TRUSTEES&D.E.C.PERNIITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQiJIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COiJNTY OF Suffolk Harry P Broom Jr. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,CorporaYe Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicarion, that ali statements contained in this application are ttue to the best of his l�owledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swom to before me this � 6th day of November 20 14 Notary Public Si a e ofApplicant � ��� � . � � i � - �o��o�so�ryol ; o � Town Ha11 Annex J� Telephone(631)765-1802 � 54375 Main Road y � (631}765-95Q� , P.G.Box 1179 � Q �o�ei.r�che�fi _�`wn.southo� .nv.us � ; Southold,NY 11971-0959 � � ��� i. ry�ou�rn,� � ' , BUILDING DEYA.R'I'MENT � �row�v oF sou�rxor� i APPUCATlON FOR ELECTRlCAL 1NSPECTi�N ;- � REQUESTED BY: �`� � �, Dafe: �i(.��. � ' i Coanpany Name: � � �� Name: � � � �: i t�icense No.: �j 5'�- 3 �Yl � ' I Address: I .}- . � 1��'��� I G� � � � � ; ' Phone No.. � C�0• �"��' B� - - - _ j ! JOBSlTE INFORMATION: {*Indicates requi�-ed informafion) � *Name: 1�GC D� �� '� �.1- ���' �.�-('d� � *Address: d � �' � I *Cross Street: ' - � *Phone No.: �.� ,t,����t 17 . ; � Permit No.: _ ,5 Tax�Map District: 400a . Sec#iot�: � Block: Lot:�� � *BRIEF DESCRlPTION OF WORK(Please Print�lea�ly) � . _ ; K�J d�GY11 (� � Y�'i. �eil1�1�,-�1,2�1� � - {Piease Circie AI�7'hat App1y} ' � *i�job ready for inspec�ion: � ` 1 N� ou h Final . *L��y:,u r��a�! s Tec�p Certifca�e: _ YE5/ NO - - � - Temp Information ( � ed� � � *Service Size: 1'Phase 3Phase 900 154 ��',� 300 350 . 400 4fher *New Service: Re-cannect Underground Number of Meters Change of Service �verhead ' Additionai lnformation: ` PAYMENT DUE WITH APPLlCATfC}N . . � �fG � � �. -- ! - . ' _ ' ----• ��r�'�.,5� l 82-Request for Inspecfion Form ���` ��� 1 / ! -� ' T��.�'��S � Scott A. Russell .���SL��,�- ��C'�0>�[���J[��VA\�C')E)CZ �� � � SUPE�2VISOI2 � � I�VJ[,A\1�A\�Gr]EI��/1[�E1�7C' � SOUTHOLDTOWNHALL-P.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '���Ql ������� C��.PTJER 236 - STO�:MWA.TE� MANA.�EMENT WORK SHEET ��� � Z��� ( TO BE COMPLETED BY THE APPLICANT) •--------- ----�--- �---- -�------ --� ----- -... . . .. _ _. _ _ .... ._._ ._ _ .- - --- ----- - : �o� �� ��aoJ�� a��ro�.� � �� �� �oi.,�,o�B�v�- - z � Ye5 No (C11ECK ALL THAT APPLYI s - � ❑ A. Clearing, �grubbing, grading or strippi�g of land which affects more ; � than 5,000 square f eet of ground surf ace. ' ; � ❑ B. Excavation or filling involving more than 200 cubic yards of material : E within any parcel or any contiguous area. � � s o es wl ich exceed 10 feet vertical rise to � f 100 feet of horizontal distance. : � 0 D. Site preparation within 100 f eet of wetlands, beach, bluff or coastal� ; I� erosion hazard area_ : i [] - �. Site preparation-wit�in the one-h�.ndr-ed-year f loodplain as depicted ; : on FIRM Map of any watercourse. . . ; . . - -- - ;--� - --F. InstalIation-of-new-or-resurfaced-irnper-vious sur-faces-of---1-,000_square_2 . t feet or more, unless prior approval of a Stormwater Management : ` Control Plan was received by the Town and the proposal includes t • � i.n-kind.r_eplacer�nent of imp.erviou� surf.aces. . . ' � . . - - �-�-�- - . . . t� --�--.._ ._ �- --�---�-- .._._._-----�- --- --� -----..... ... --- ._ ., ._._...-----y__ _.--�-- �----•-• -�- - --. ...q. ' � 7f- ou answered NO to all of the uestions above STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your projecL If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Conirol Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPL]CANT: (PropeRy Owner,Design Profe�s�onal,Agent, ntract ,Other) S.C.T.M. �: '1�00'� Date NAME: Fl, r�- f'32cx�+'� I-���s �(G HT i�il C Do 2 ��� I( � � N� Section Block Lot NaRRy (� �v2ooe�✓I�2 _ _ . . . _ „ M,u.., -=.:« FOR����l_UI`G DEP;R"1'�lEiv"r C:�E ���LY �,`�` Contact lnform�tiort T��� �v � l ��"' ' .Yr.pM�e NumG� Reviewed By: ►'��P — — — — — — — — — — — — — — — — — — Date � Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — I S I QZ.EuqSLt�E �oN� � l� Ppro�ed for procea�ing Building Perm�t. � � Stormwater Nlanageinent Control Plan Not Required_ �ls��E�s TS��N� �\/ � Stormwater Management Control Plan isRequ�red (Forward to Eng�neenng Deparimei�t for Review.) FORM ° SMCP -TOS MAY 20]4 . I , �� � APPLICANT: S.C,T.M, '�, LO00 5� ; CHA.PTER 236 (Property Owner,Design Professional,Agent,Contraato Other) --�;,i bp �' I ��,P.�,e�o�+ �a-o.sFw►�� o o Z 3•Z � � Stormwater 1V,iana�ement Control Plan CHECK LIST ME; p�Ry �• � � S� secuon Biock Lot w � S M C P -Plan Requlrements: Provide ONE copy of tlte Building Permit Auplication ��,..� ,,,� � � Date: � * �The applicant �nust provide a Compiete Explanation and/or Reason for not providin� �'$C�O�.S�=`�g� (J l� �� °1 fi'�4�c�'� all lnformation th�t has been Required by the foilowing Cltecklut� CilaltiR Tul�hane NamOan l. A Site Plan drawn to scale Not Less that 60' to the inch MUS If!You answere'd I�To or NA to any Item, Please Provide JuStification Here� YES NO NA � �how all of tlie following items; I�'jyou need adc�itional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries � � q(,�,-1-,v � � ,�Tc c��r/ rS SJ��J o f�Q6v6� ��-I,y��T'� b, Total Site Acreage. ' ��i� �Gi4�/ ;���,, c. Existing - Naturai & Man Made Features withln 500 L.F. ; • _ , of the Site Boundary as required by§23s-►7cc)c21. � d, Test Hole Data Indlcating Sotl Characterlstics&Depth to Ground Water. L��� e, Limits of Clearing & Area of Proposed Land Uisturbance. � "� � Sha@ ie���? f. Existing & Pro osed Colltouc5 of the Site (M�n�mum2'Intervals) -- Adv�9B eYt�4htF�aB�� �f` g. Location of all exist(ng & proposed structures,roads, -- � �et� �a� e Sa ��� 'o driveways, sidewalks, drafnage improvements&utilities. ' i � ,��g�^�¢����i��� �� � ' � h. Spot Grades & Finish Floor Elevations for all existing& i proposed structures, • I � 1. Location of proposed Swimmii�g Pool and discharge ring. p ��L --��1C"��� / � o V ��FZp�p�` _ , � j. Location of proposed Soil Stockpile Area(s). '; _��S ►4-- ce4(� �G f�E ��lN�✓�-� .�'��J� !T�- k, Locatlon of proposed Constructlon Entrance/Staging Area(s). ' I. Location of ro osed concrete washout area(s). � � ' fn. Location of all proposed eroslon&sedtment control measures. � ' • 2. Srormwater 1Vlanagement Control Plan must Include Calculatfons showing j that the stormwater Improvements are sized to capture,store,and Inflltrate " - `� ` " on-s�te the run-off from all Impervlous surfaces generated by a two(2")inch � - �o����g �t�p����s��� - -_e � � rainfall/storm event. , (S�a���C�aB � ��va � P1�BPa��P 5 � o u�� o��u 3. Details&Sectional Drawings for stormwater practices are requlred for approval � Q�ll�1tt dC�9P���@ �S �e81,9d15Y� � �43 O �e Items requiring details shall include but not be limited to: I a, EroSion & Sediment Controls. b, Construction Entrance 8� Site Access. ' 0� � c, Inlet Drainage Structu�'es (e.g.catch baslns,trench dratns,etc.) � . d, LeaChin Structul'es (e. , Inflitratlon basins,swales,etc.) , . . . . .� ........ .. ,...__........ - - . ... .....__..._................._.__... � .. . .. ..•e......... . ....•......�. .•... ......�......�...�. ... .....•.•......... 4 —.. . .......• �. . �..�...........r ...�.:. .... . ....�. • ..... .�i�• ... —,,•.�......r�..�........... � . .. �:�� I•�)f3. f:N(alNl:.:I�I �c; uLr�� �r ��' USE nNLY����* � � � �: . � � Additional Information is Required. Revie�ved 8 � i Storrrtwater Management Control Plan is Not Com lete, ApprovedBY� � � � - - - - . - - - - - - - - - - - - — - — — p — - � � Stormwater Management Control Plan is Complete, Date: ��� e i SMCP;� has been approved by the Eizgineerii�g Department, rORM # SWCP Check List -TOS MAY 2014 H. P. BROOM -HOUSEWRIGHT, INC. P. O. BOX 70- 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 v I,ETTER OF TRANSMITTAL Date Job No. 11/06/14 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P O BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL TELE: (631)765-1802 Re: BRADBEER RESIDENCE/FI LOOKOUT LLC PERMIT APPLICATION WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description 1 11/06/14 BUILDING PERMIT APPLICATION 4 sets 10/31/14 17 Pages PETER BATCHELOR, AIA/ GNCB ENGINEERS BRADBEER RESIDENCE/FI ZOOKOUT LLC - PLANS w/Attachments 10/20/14 RES/CHECK COMPLIANCE 11/6/14 MARVIN WINDOW & DOOR INFORMATION - STORM PLUS IZ-3 120 MPH RATED 1 9/02/14 SHEET 1 OF 1 APPROVED - SEPTTC/SITE PLAN 24 X 36 1 9/02/14 SHEET 1 OF 1 APPROVED - SEPTIC/SITE PLAN Reduced 11 x 17 1 8/2/14 R10-14-0060 SCTM# 1000-8-2-3.2 HEALTH PERMIT CONDITIONS - THESE ARE SUBMITTED as checked below: X FOR APPROVAL X AS REQUIRED REMARKS: ATTACHED PLEASE FIND OUR BUILDING PERMIT APPLICATION FOR THE BRADBEER RESIDENCE/FI LOOKOUT LLC RESIDENCE - ADDITIONS & ALTERATIONS. CALL US WITH PERMIT FEE AMOUNT AND, WE WILL ISSUE A CHECK. ,'\ IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. .'b• . THANK YOU ^ �M FLO A� . H P BROOM HOUSEWRIGHT, INC H_ P. BROOM-HOUSEWRIGHT, INC. P. O. BOX 70- 162 FERRY RD. HADLYME, CT 06439 (860)526-9836 FAX (860) 526-2647 . LETTER OF TRANSMITTAL Date Job No. 11/17/14 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P O BOX 1179 SOUTHOLD, NY 11971-0959 Attention: CONNIE ' TELE: (631)765-1802 Re: BRADBEER RESIDENCE/FI LOOKOUT LLC PERMIT APPLICATION , WE ARE SENDING YOU X Attached _ Under separate cover via the following items: Copies Date No. Description 1 11/17/14 CERT. OF OCCUPANCY APPLICATION 1 11/17/14 2 Pages STORMWATER MANAGEMENT WORKSHEET & CONTROL PLAN CHECK LIST THESE ARE SUBMITTED as checked below: X FOR APPROVAL X AS REQUIRED REMARK$: DEAR CONNIE, ATTACHED PLEASE FIND THE FORMS THAT YOU SENT TO US REGARDING THE BUILDING PERMIT APPLICATION FOR THE BRADBEER RESIDENCE ON FISHERS I SI�AND. PER OUR PHONE CONVERSATION AND NOTED ON THE CONTROL PLAN CHECKLIST, THE REQUIRED CONTROL PLAN INFORMATION CAN BE FOUND ON THE APPROVED CME SITE/HEALTH PLAN THAT WAS SENT IN THE BUILDING DEPARTMENT WITH OUR ORIGINAL PERMIT APPLICATION TRANSMITTAL. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. � THANK YOU JIM FLORIAN H P BROOM HOUSEWRIGHT, INC XFIlIITY Connect https://web.mail.comcast.net/zimbra/h/printmessage?id=91454&t�A... XFINITY Connect � � � f� jim.hbroomn@cortocastnet +Font Size- Bradbeer Revised Plans --:.:_--�.. � --�—==--=-r=----- - - - - ----�,�..��,---__. � , _ - �-- - _�___= Apri120, 2015 �- Mr. Gary Fish �� Southold Building Department ��� Town of Southold ��� PO Box 1179 � Southold,NY 11971 Re: Permit#39415- FI Lookout, LLC- SCTM# 1000-008-2-3.2 Architecture Engmeenng Dear Gary: Plamm�g Land Surveying We located the new foundation at the captioned site on April 16�' and enclosed Environmental �e 3 copies of our Final Location Plan showing that information. Services Please contact me if you have any questions. Yours tru � _ , 'chard H.Strouse, P.E.L.S. � Vice President Natural Resource Management Email:rstrouse@cmeengineering.com cc: Jim Florian HP Broom Housewright, LLC -��.:�—;-— -------_________ PO Box 70 162 Ferry Road '��) �`, �'`n Is �� y'�`'i i�� I�} � Hadlyme, CT 06439 '�IF 1 I '�1�_�l APR 3 � � � 2 2015 [3LUG UC-Pf ~- rot��r��oF;r;i;,���,;� ---__________.__ CME Associates Engineering, Land Surveying,&Architecture,PLLC. � 860.928 7848 O www.cmeengineering.com A 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence. In All iNe Do. �� �I I � H. P. BROOM-HOUSEWRIGHT, INC. � P. O. BOX 70- 162 FERRY RD. HADLYME, CT 06439 � (860)526-9836 � FAX (860) 526-2647 LETTER OF TRANSMITTAL Date Job No. 4/22/15 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT , TOWN HALL, 53095 MAIN ROAD P O BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL - GARY FISH TELE: (631)765-1802 Re: BRADBEER RESIDENCE/FI LOOKOUT LLC PERMIT #39415 PLAN REVISION WE ARE SENDING YOU - DELIVERED BY HAND AT SITE AT TIME OF FOUNDATION IPiSPECTION X Attached _ Under separate cover via the following items: Copies Date No. Description _ 1 4/15/15 Sheet 1 of 1 REVISED SITE PLAN - CME 4 sets 4/17/15 18 Pages PETER BATCHELOR, AIA/ GNCB ENGINEERS BRADBEER RESIDENCE/FI LOOKOUT LLC - PLANS j THESE ARE SUBMITTED as cheCked below: X FOR REVISION/APPROVAL x AS REQUIRED REMARKS: ATTACHED PLEASE FIND REVISED PLANS FOR THE BRADBEER RESIDENCE/FI LOOKOUT LLC RESIDENCE - ADDITIONS & ALTERATIONS re PERMIT #39415. IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. THANK YOU � JIM FLORIAN ' H P BROOM HOUSEWRIGHT, INC _ I � 1�__- I I 1 . �'J��i ',�=--=--- ' '�� � l, � 1..� `'�� APR 21 2015 �� `�� :,�,;;; D�p� �C;,i1 UF SOUIFIOI_D ,�;: i�' H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70 - 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTpiL Date Job No. 2/04/16 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P 0 BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL TELE: (631)765-1802 Re: PERMIT #39�5 BRADBEER RESIDENCE/FI LOOKOUT LLC WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description 1 11/10/15 INSULATION CERTIFICATE THESE ARE SUBMITTED as checked below: _x_ FOR PERMIT/CERTIFICATE of OCCUPANCY FOLDER �H►nRrrS: FOR YOUR RECORDS, ATTACHED PLEASE FIND THE INSULATION CERTIFICATE FOR THE BRADBEER RESIDENCE/FI LOOKOUT LLC. PERMIT # 39415 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT US AT (860) 526-9836. THANK YOU -*- JIM FLORIAN H P BROOM HOUSEWRIGHT, INC ��I�____. , i I �'I � I � I� � I �, . ��, , I FEB � 0 2016 ��s� � _ ---- -- � � , �� � I � �� Verity, Mike � From: jim.hbroom@comcast.net ' Sent: Wednesday,June 15, 2016 12:08 PM - To: ' Verity, Mike Subject: , Permit#39415 -Additinonal information as requestecl Attachments: Marvin Integrity Test Datat for Zone III Windows.docx; FI Lookout LLC�- Revised GNCB _ Engineer's Structural Report- 1153 Treasure Point Road FI - 6-15-16.pdf 1Dear"Mr Verity, , � Attached pleas find two of the items that you requested regarding the Certificate of Occupancy for �Permit#39415 - FI Lookout LLC. These include: � � - Marvin Integrity windows submittal showing compliance (high-lighted in yellow) with ASTM E1996 - Impact Protection Systems for Protection against Wind-borne debris. � � , � - Revised Structural Compliance Letter from GNCB Engineering. Let us know if you need further information on these two matters. Best regards, � ��� HP B�oom Housewright, Inc , � . P O Box 70- 162 Ferry Rd - Hadlyme CT 06439 (860) 526-9836 ' - � - _ - 1 ` . . , H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70 - 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 ��� LETTER OF TRANSMITTAL 2�� Date Job No. , D ;� D 06/30/16 To: TOWN OF SOUTHOI,D JUL — 5 2016 BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P 0 BOX 1179 ������D��++a SOUTHOLD, NY 11971-0959 ������������ Attention: MICHAEL VERITY TELE: (631)765-1802 � Re: PERMIT #39415 BRADBEER RESIDENCE/FI LOOKOUT LLC Certificate Of Occupancy WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description 1 6/28/16 2 Pages ENGINEER'S & ARCHITECT'S COMPLIANCE LETTERS - INSULATION 1 6/28/16 2 Pages ENGINEER'S COMPLIANCE LETTER - FRAMING THESE ARE SUBMITTED as checked below: _x_ FOR C of O APPROVAL _X_ AS REQUESTED/REQUIRED REMARKS: Per our recent meeting on Fishers Island, attached please find the items that you requested regarding the Certificate of Occupancy ror the Rradbeer Residence on Fishers Island. If you have any questions or concerns please contact us at (860) 526- 9836. Thank You � �` e�.��-��.�. � �o�,��F SO�j�h,�lo . Town Hall Annex � � ` Telephone(631)765-1802 54375 Main Road N � Fa�c(631)765-9502 P.O.Box 1179 G � a� soucnoia,NY 11971-0959 '�/��yCOU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 13, 2016 H.P. Broom Housewright Inc. P.O. Box 70 Hadiyme, CT. 06439 • RE: 1153 Treasure Pont Road, Fishers Island, FI Lookout. TO WHOM IT MAY CONCERN: � ' The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) � J� � � l�'I.JL � Electrical Underwriters Certificate. �� � - , �r ���� � A fee of$50.00. � � � � , ��`� � Final Survey with Health Department Approval. �� . � � , � �}--1 � �~p�� PIUI11befS SOIdG'1" CG'ftlf Cat@. (All permits involving plumbing after M1/84) Trustees Certificate of Compliance. trown Trustees#�s5-�as2) ' , Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval., Final inspection by B�i�ding Dept. � Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 394'i5-Z ^ � . �� � �� r H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70- 162 FERRY RD.� HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTAL ' Date Job No. 07/20/16 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P 0 BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL TELE: (631)765-1802 Re: PERMIT #39415 BRADBEER RESIDENCE/FI LOOKOUT LLC HEALTH APPROVAL WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description 1 7/14/16 1 page FINAL SEPTIC SYSTEM LOCATION PLAN with STAMPED - HEALTH DEPT APPROVAL THESE ARE SUBMITTED as checked below: _x_ FOR C of 0 APPROVAL _X_ AS REQUIRED REMARKS: This should be the last piece of information required for the Certificate of Occupancy for Permit #39415 If you have any questions please contact us at (860) 526-9836. 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' � REQUIRED BY HEALTH DEPARTMENT � .. o � O L _ (SEE DETAIL) No�s: O Z w REMOVE � �i � 1. DINENSIIXJS SHONN ARE FQR T'PICAL RESIDENTIAL Z � � � Z Z e �\ ' CC7NSiRUC110N,LhRf�R.�RRJEC75 fM PROJECTS REWIRINC _ � �� � � � ___ ' _ , .. �\IJI IiVV ` 'I' "� �� � F'UA5?S MV57 BE SIZeD AG.a.kuINGLY(7 GALLbNs/fRUqC. ' � � �I e � . GARAGE '� 2, CAP7URE MATEPoAL AND LIWIDS MUST BE REMOVED FROA1 � ` ' CL Z � - SiLT F�N G� / 62-� i\ � �-s8 50 CALLONS/PUMP,PLUS MIN.1'FREEBOARD). � w O w 0 WOVEN WIRE F E N C E (M I N. 1 4 " � / P I T A N D P R O P E R L Y D i S P C S E D O F W F I E N 7 H E P I T R E A�'.,F i E S W Q �( � Q PROVIDE / ______ o �sx oF iTs c�aa�r. �- � j. � GAUGE W/ MAX. 6" MESH �„� b _� 6J �J O � � � S P A C I N G D R Y W E LL F O R ��, � / 3. I N S P E C T P I T P R I O R T O E A q i U S E T O E N S U R E C O N T A I N M E N T � � - � � . R O O F D R A I N S ��.+.� �� 7 o O F W A S H W A T E R. � � � W � / 0 � 10' MAX 36" MIN. LENGTH FENCE (SEE DETAIL) Q � / 71 � N 0 GARAGE o�� �a - 1EST HOLE DATA � �''� N � �ENT�R TO CENTER POSTS DRIVEN MIN. 16" �. � � INTO GROUND j � �// 0 � t,C) O � � � o f � � � BY: R. STROUSE P.E.L.S. (03/06/2013 � - � �� � � � � i N�F �o � � O 6�� \ � � 0"-10" TOPSOIL � � O � i ,� �qWN � � ,�0 10"-28" SANDY SUBSOIL SM � JOHN H. FO.�TER PROVIDE DISTRIBUTION �� � C / �8��-,�' FINE SAND SP � SI NGLE FAMI LY R�SIDENCE BOX AND 4 � o � � � �� � � LEACHING POOLS �o � �, J � Unified Soils Classification (USC) System (from ASTM D-2487) I HEIGHT OF (SEE DETAILS) � d /���. � „ � Q, �� Major Division: Coarse-Grained Soils, Clean Sand � �/�///\//\//\ \ FILTER = 16 M�N. MUNICIPAL W:ATER � � I '+" � .� Group Symbol: SP, Poorly graded sands, little or no fines ��\�\���/���/j�//// / I SEPTIC � � �S� ��� � NRCS, USDA Soil Ciassification: ReC- Riverhead very stony sandy loam 8 to �'��`%%%�%%%��� EMBED FILTER ON SITE SEPTIC SYSTEM DCPANSION TEST HOLE � � ��` � � ,5� slopes ��0� CLOTH A MIN. OF �� p ��� 6" IN GROUND / � � 1� � R E S I D E N C E / PROI�OSED RENOVATED MAP REFERENCES � „RESIDENCE SEE ARCHITECTURAL �-� �� o ` � "+ PLANS FOR LAYOUT AND 1.) PLAN OF PROPERTY OF MARGOT B. MAW FISHERS ISLAND, NEW YORK" PERSPECIIVE VIEW W �qWN � �o��o�Or� i � CONSTRUCTION DETAILS SCALE: 1"=100' DATED DECEMBER 1964 REVISED THROUGH DEC. 20, 1965 m � � � � � �S ' I BY CHANDLER & PALMER, ENG�RS. CME FILE #K111. � o WOVEN WIRE FENCE (MIN. 14 �� � � � I X �1.8 g/ 2.) "LOT LINE CHANGE MADE FOR ROBERT J. GENIESSE FISHERS ISLAND, NEW Z 1/2 GAUGE W/ MAX. 6" MESH d- � �� 6 YORK" SCALE: 1"-100' DATED MAY 30, 1986 BY CHANDLER, PALMER & (n o v� SPACING) WI7H FILTER CLOTH � � �, � KING. CME FILE #J2970. Z � � 3s" MIN. FENCE POST � o � PROVIDE A CONTINUOUS PROVIDE 2000 �lON �' PATIO � p � o ; � N � a N LINE OF SILT FENCE. ESTABUSH `� /� o a Q UNDISTURBED Z 2 COMP. SEPTIC 'iANK - F�ow-r GROUND AS LIMITS OF CLEARING� GRADING � (SEE DEI'AIL) 71 6$ REMOVE PATIO d4gS, � Z � � AND GROUND DISTURBANCE. � � / �, � NEW SCREENED W � � MAINTAIN THROUGHOUT - �� I �rn `fl\ � PORCH ' 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED - � � COMPACTED SOIL\/�� \\� � � CONSTRUCTION (SEE DETAIL) � � �/62�- � \ � � � � /�-'�C� ° HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO > Q � / � 6 /� � BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE EMBED FILTER CLOTH �\��\\�\�\� = w �'� � � � � ENGAGEMENT. w � � A MIN. OF 6" IN GROUND �\\��\� cO � ' � w 0 I\\� � o 0 PROVIDE -- � - � / w N N 4� EDGE OF � _ 61�DRY WELL FOit I�� � \ \�\ �01 2.) IT IS A VIOLAl10N OF THE STATE EDUCATION LAW FOR ANY PERSON, o N � � ROOF DRAINS �\ � \� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO � � LAWN /r � ALTER AN ITEM IN ANY WAY. o 0 SECTION VIEW - 60 (SEE DETAIL) / � � JUNIPERS �� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Z � N CONSTRUCTION SPECIFICATIONS - � � SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF DRAINAGE�CALCU�UTIONS lH0USE1 /` �� /\-59� \� � �. �s so�i�/� THE LAND SURVEYOR. �� 1. wOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE REQUIRED = 2300 SF X 1.0 X 2/12 = 383 CF � � �� BENCHMARK IRON ROD �"�•' �, G� 4.) COORDINATE DISTANCES ARE MEASURED FROM�U.S. COAST AND GEODETIC 383 CF / 28.27 CF/VF = 13.6 VF � � ELEI/ATION =59.39 �'� �oG� SURVEY TRIANGULATION STATION CHOCOMOUNT 2 Q TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR USE Two(2) - 6'� x 8' DEEP DRY WE��S. __F-� � � � SJ. �F� ~ HARDWOOD. P��. � � � s8\ pti� ���N� 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP Q a 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH 11ES ROOF LEADER \ \ � \ A I� 1000, SECTION 008, BLOCK 2, LOT 3.2. cn RESIDENCE �UNAiGE CALCUUTIONS„(GAR/uGE1 / � � SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, OR GARAGE - � - F�� �� � N � � 6" MAXIMUM MESH OPENING. �5'-p"� ROOF AREA = 500 SF / -� � I\ �ER F 6.) TOTAL AREA = 5.02t ACRES. N = o0 REQUIRED = 500 SF X 1.0 X 2/12 = 83.3 CF \ � \ / Ae � � \ � N 3. WHEN TWO SECT10NS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE � 4" PVC wYE e3.3 CF / 28.27 CF/vF = 2.9 VF _ � 1 j �1� R�� 7.) SITE IS LOCATED IN R-120 ZONE, m o � � � � � o OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER OVERFLOW USE ONE(1) - 6'� X 4' DEEP DRY wELL. FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. ❑❑ O�� ❑ /\ -� I\ \ CONSTRUCTION ENTRANCE 8.� BASE FOR LEVELS- APPROX. NGVD 1929 � � O o o � ❑O O O� ❑ � 4" PVC CUT MIN. 6' SOIL COVER - � LOCKING CASTING � U z Z w � 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED �� 0 0 � �� TO LENGTH _� � c-1 / TO GRADE PROPOSED GRADE NOT TO SCALE EQUIVALENT. ❑❑ O�� ❑❑ � �- -� � BLOCKS AND CATCH � O O (n Q w � w N OVER DRYWELL -' � `s � Y ❑� �� O ❑❑ " BASIN GRATE TO GRADE -- � O w � = O � 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN I� FlLTER FABRIC � (NEENAH R-2525-� OR EQUAL /� ENDCAP TYPE �EPTIC SYSTEM DESIGN FOR 7 BEDROOM RESIDENCE � m � � � � � "BULGES" DEVELOP IN THE SILT FENCE. ❑❑ O� � ❑❑ iD - � ❑❑ O� � ❑❑ - - LEVELING DEVICES ❑❑ o 0 0 ❑❑ � � � � DATE: 06/05/2014 � - 56 PROVIDE - 2000 GALLON SEPTIC TANK ❑❑ O O � ❑❑ I �a� �_ -�-� � 90' BEN m o 0 0 o n PROVIDE - 1 DISTRIBUTION BOX ❑❑ � � � ❑❑ i� / MIN. 4' ❑❑ � � � ❑❑ m � OO o o � � ��/ __ 2" MIN. ABOVE x INLET PROVIDE - 4 - 6'6" X 6'5" LEACHING POOLS (SEE DETAIL) SCALE: � �� = 2O� ❑❑ o 0 0 ❑❑ a• SDR 35 PVC SLOPE AS REQUIRED O OO O O O O O o O U T L E T I N V E R T 2" M I N. � m o 0 0 � � � � INVERT ELEVATIONS- Q U A L I T Y C O N T R O L C E R T I F I C A T I O N I--s'-s"--I ," STONE OR o 0 0 0 0 0 � - GROUP REVIEWED DATE scReeN� cruvE� ` SEPTIC TANK OUT ET 6160.5 . PROJECT MANAGER LEACHING POOL DETAIL '� 8, '� 20 �o 0 2o BAFFLE REQUIRED DBOX INLET- 60.3o SHEET suRv� STORMWATER DRYWELL DETAIL . iF iN�Er PircH ExcEE�s DBOX OUTLET- 60.13 ENVIRONMENTAL NOT TO SCALE NOT To SCA�E GRAPHIC SC'ALE IN FEET 1/2" PER FOOT LEACHING POOLS INLET- 60.0 � OF � CIVIL STRUCTURAL TYPICAL DISTRIBUTION BOX N/F NOW OR FORMERLY NOT TO SCALE ARCHITECTURAL r • ,x�.��.� W ' m s � IR�N PIPE �--�-- o �FOUND) �.-. ,.�s � m �__ ��--� v o � m TRF.ISVRE pONG T— O O � ` � S va� � �y /, � c m ��_ � Y RMD ___ �i0 O i S6`.\ ao-a �`'Q v al �o I3 00 , -�_�__� O � � � `Se2� N/F •a�n °q`�l w °'� m 5 8 4 4 8 0 0' 4 ~ ` z ' ��'-��" F ONE DAY, LLC W•�p" � oawr ro�r nxu �""°`°'°'� "VACANT LAND" �., ,�, � °' °�•' � m �� 3 A� � ' � � �ywBg��A T pp pp�p T � �� NI +R w�E ROV!'eL�F �RtltlYBO+YMB��IYBI�81'NGE N1 m, � � V] N � '8 `1 �� `' � m'' � O'� � � �� ,� �� �� , L �� TRO PL�►►N n S6 a er 23 ;.a �. Y� � � � c� m sx � a i� = y � , �,���� ate: �3 A a R � a„ , 8 "` � w ,-� ¢� € 3 m ;� �� tp � s � " �..°" APpro ed bye � " � �, ,� � _� N � � '� sj� o sss qs� o`�rnwc ro�'mncoe.�snxc m;'',., , m d '� 'o B v onoc r , a.,�. `^.,a!v ,_ (, /��,�` �w �� z N 4j f WIfH FlSHERS�ISIAND UTRIfY COYPAl1Y £ � mv�♦�fize xs c n u[sx F 5�� ` wem /�V V U m ,� �� ,m s �,-��-'�, � — e.8��fi W� � GE�tNSPECT101�1S Ai�,� E� � � �` � �� �� – �.�.� 59°� � ' s�.� r �RA06Vl� �° W t�� p zss?.F � m�m ' N"�°'�` ;,;�� Contact TOS Enganeering at�/�'"4�60 b re � TR�ABURG �OND �� �� i'Mn aunc�0 vr Ac • — � ' = Back�6il, R Provide Ere ie�eer°s Certificati_►� LOCATION MAP SCALE 1^=400' �.�� � �o _r < �0�' PROVIDE � }� � �rthat the draanage has been installed to C ��,j��� _ �,��� .o 'ti CROSS SECTION ��.� _�r �;<= CONCREfE TRUCK � � � � �,� � �'' - � „o WASHOUT AREA A 2000 GALLON �r' t���' '� o "p o ry�' (SEE DETAIL) \ 2 COMPARTMENT / yy ' E� �o /P �y�' a�r ue SEPTro STcA�NK ,j '+ ���'� � � :_ ��+� SHED (TO REMAIN) BLOCK 20- LOT 10B : Q ���`,0v '��`�"n'°� � AREA = 5 02f ACRES � � - ��"'�Am�� �``�_ W 19�90 ��, •`� \11 ROSION 8e SEDinAE�01T CONTSaOLS �� �y .-- �.- �_`�:-. :`�r� /�� y5,o 1 . 1l t i � . , 5`' ,�,,,�,�,�,� �\ o EX�n�N� � il include but not be limited to• .�• /��y,v,� N>,75 � � WATER � ^�' � a�� :�( /�4����¢� � `\JO W ``\ d' PROVIDE CONSiRUCfION (AP RO% �y !1 rvoaintaoned C�nstruetion Entrance, 1°A s� � i� ow� � ENIRANCE(SEE DEUL LOCATION) C' A ..� y��� � AT E�bF PRQIE� stabilization& � •-� a �,J�.`� 4i6� • 1 > � �,�� - ; ir� Backed Sitt F�ncing, � �N�� £ g of ex o�ed and%or inactive soils. �� � 16""' s 'o — — �;�r �,��,��,� eedo P �;.� �.. /' 70o so 0 100 �e 1 S Y S I E Y-R E M O N E S rt t U C T U R 6 g� V p y cwwXic sca�iN fgi '� � OILSfRCUC�fION-FlLL REIWNINC P��E J �O , �'`� W r SfRUCNR6 YfRH SMID AS \ DROOF DRNtffiR mio�r p�:n wr }3 RENONE �-,.-� RE OUIRm BY HEAL7H DfPARfYINf (SEE DEfNL) L �� O Z Z Z L i., � p SILT FENCE �E S�e� �.�.�"�"";"°�` � ,� W o W 0 �6Z"'� / �_bg_ K � � � WOVEN W1PE FENCE MIN t{ � / mxo m�mc v�a xmwoio � Qa Y �� CAIIGE WI NNC 8'NESH M D R Y W Q L F O R $ / --69 — a iw um u w�s m a v e m r u n w r f n � O �N Q SPAGNG) 0 �l / 70 ' °��� O W 10' ]6'NIN lENG1H FENCE � �� �� �� ,^ y��NT�T O P O S 1 S O W Y E N H I N 1 fi' N � �� GARAGE � p 41� � / —7i— — 7 E g 7 H O L E D A TA a J M= v' � �� INTO GROUNO � � � / �fn O li � �` //O A �2/—� BY R 57RWSE PELS (03/O6/2013 � �4 a � p � � \ J� � 0'-70'TOPSOIL 0 I� N�F �pyyN 64 y o / 10'-2B'SANDY SUBSOIL SM � JOHN H. FOSTER a+ovmE os�weuraN 6h� ° ^ � j-.� / 2B'-17'FlNE SAND SP a eox�uro i�w SINGLE FAMILY RESIDENCE �H�N��� � � s m q �� ���n�e�us��es„n�ot,���s��s�e��,�om A571A D-2487) XOGHT Ov (SEE DEfNLS) O ,� s� �� MaJor DlNsion• Coarse-CraNed Sofls,Cleon Sand I FlL7ER-16'41N M U N I C I P A L W A T E R � � •• •, ' _� Group Symbol SP,Poorly graded eands,Iittle or no flnn g�� �° `4 ,�- �,'-' sS f � NRCS,USDA So➢Clossiflcatlon RaC-Rlverl�eaA very etony sanAy Ioam B to QIBm FlLiFR ON SITE SEPTIC SYSTEM ��a+TEST HOLE �`p - ' �`. ' - `` / �s�y°P°° ' �,o'� aon��uiN cv ARFA Yr-` �'.,� `, ;p� / O� B'IN IXtWNO � \` ' � 1 � RESIDENCE / P������� �� `/ �� R6IDFNCE SEE ARClQIECIUFW. PERSPECTIVE VIEW W 9 � PlAN3 F�R UYOUf ANO 1)PLAN OF PROPERTY OP MARGOT&NAW FlSHQtS ISUND,NEW YORK' LAWN 1 � \ � CONSfRUCIION DEfAILS SCALE 1'�100'DA1E0 DECEIIBFR 1984 REYISED 1XROUCH DEC 20,1985 � ` °y 1 BY CHANDLER&PALNER,ENCRS CNE FlLE�(itl O � \ WO�EN VANE FENCE(NIN 14 II� }I � ` a � / �_ �.�wr` 7�8 \ 9/ Y)Y0T LINE CHANGE YADE FOR ROBERT J GENIESSE Fl91ER5 IAAND,NEW 1/3 WUCE W/NRX 8'MESH I p �, ' f[-�J , � 6 YORK'SCALE 1'=100'DAIED MAY 30,1988 BY CHANDLER,PALMER @ �n _ SPACING)YATN i7LTER 0.07H � t0 ��� '�� ' wY":��� :^' z E � qNG C11E FllE{.1Y87D �6�MIN Fcncc aosi � PROVIDE A COMWUOUS pRWipE 2000 G�LLON a' :�r.;.�PAT�O�� / p Y � UNDISNRBFD � Z LINE OF SILT FENCE 6fABLLSH � 2 C01�,SFPfIC TiNK �T' / - o� F I O W� G R d 1 N D IlS 11Yli5 OF CLEMINC.GRADING �I (S E E D E f W L) �Y��i � REYOVE PAib tlQ7E5 y n � A!ID GROUlID D6NRfl4lCE NEW SCREFNm F ,.� YAINUIN 7HROUCHOUf \ �� � \ ( � m \ � PoRC}I 7)TMIS SURVEY WAS PREPMED FOR THE PM71E5 ANO PURPOSE INDICAIED - 5 5" CouPnClm SdL 3� CONSTRUCfION(SEE DEfAIL) �� b2� \�,��c� MEftEON ANY EX7ENSION OF 1HE USE BEYOND 7HE PURPOSm ACREm TO � j cuem n�m+tton� � � '0 7� � 1 � � _ �/ �,P s)/X� � BETNEEN TME CLIENT AND 7HE SURVEYOR EXCEEDS 7HE SCOPE OF lHE w A NW OF 6'IN GROUND � � I\� ENGAGE61ENT �q'� � \ 5\�p P�.mw�� ����'p�o y� 2)IT IS A NCUTON Of T/E STATE EOIICATION UW FOR ANY PERSON, � � ���� O yEDGE OF �1! �F p�� � \\� \ � � U N L E 5 5 A C T N C U N D E R 7 M E D I R E C T I O N O i'A L I C E N S E D U N D S U R V E Y O R,7 0 � "' S E CiI O N N E W � LAWN �- � 60����i /\\ � 6.. AL7ER AN IIEN IN ANV WAY � � l J U N I P E R S � -� � � a)O N L Y C O P I E S O F N I S w R V E I'Y M K m N 1 7 H 7 H E L A N D S U R V E I'O R'S 2 0 CONSTRUCTION SPECIFlCATIONS � � : � \ \ "'' SIGNANRE AND AN ORIqNAL ENBOSSED OR INK SEAL ARE'R7E PRODUCT OF / ss� � o• Tne uno wRveroR Roov u+u=nao ss �., '- �_ —^\ /� \{ BENCHMARK IRON ROD °`�� �` �"�y 7 NOVEN VARE FQiCE TO BE FASTENm SEWFELY TO FENCE PO515 N11H YANE REONPED�2]00 Sf N 1 0%Y/13�.18�Cf `� � —� � liy 4.)COORDINATE DISTANCES ARE NEASURED FRON U S COAST AND GEOOETIC Q TIES IXt STRPlES.POSTS 91A11 BE S1EEL�THER Y OR'U'TYPE IXt �u/�es�cr/w=iss vr` � � I ELEYATION =59.39 1� \ SUR4EY 7RIANIXlU710N STATON'LTIOCOYWNT 2' HMDKVOD �� U5E lW0(])-80 X B DEEG ORI'WELLS ��SB ��� S � r 2 FlUER 0.0Ti TO BE FASIENED SECURELY TO WOYEN K1RE FENCE WIIH 71E5 �� m�_��'y��m��� ^� — / �£^ ��4 � �J� 5.)g7E IS IN TXE TONN 0(SOUTIOLD,CWN7Y OF SUFFOLN TAX IAAP ¢ ��/�+ \ � \� \\ Y � � 1000,SEC710N 00&BLOCK 2,LOT 3 2 � o �n �AGm EVERY 24'AT TOP PND MID SECTION,FFNLE SHALL BE WDVEN M1ftE, pp �7�� l. � 6'YnlauUN NESH oPo�INc 5_p• xaar nxu=sa sr I / , `I\ . '�t p 6)TOTAL AREA�5 O4f ACRES � � � . REONRED-SOD SF%i o z x/iz- ea.a cv � /1� �i � � J NHQJ TW9 SECTONS OF FlLTER CLOTH r10J0IN FAG}I O1HER 1HEY SHALL BE �q5� BJJ tr/]B.])a/vF-]e vr � / `� C 7)SITE IS LOCAIED IN R-1Y0 ZONE m H - ¢ OVER-LIPPED BY 51%INp1E5 M`D iOLDm,i1�iFR 0.01H SHAl1 BE�IHER Wpa�rn u5E OHE(1)-ee X�OEEP DM wEll � I I� \ FlITER%,NIRM t00K STRBIINKA T110N,OR MPROVFD EOUIVAIENT (� � / � /_ \ CONSTRUCTION ENTRANCE B.J BASE FOR LEVELS-APPRO%NCW 1979 0 � {PREFABFICAlEO UNI75 91A11 BE CEOFAB.ENNPOFplCF,OR MPROYED �p���r}� � �•�H� K�'��� � - � � T���,�Gp¢�NC NOT TO SCALE - i LL EOUIVAIENT OO 000 OD � ��� ���� A �5 I ROPOS4D di/ioE m _ 3 p - 5 NAINTENANCE SHRLL BE PERFORNm AS NEEDm AND NAlEPoP1 RE1104ED NHEN �nlErz r�mnt �����R u�s'���� 4 � ENDCM TTPE �71G_.�.��ESidl FOR 7 9mR0011 RE9�FNNCE a � � u � 'BULGES'DE�ELOP IN TiE 4LT FENCE ❑��o o ga �m __ _I / F ❑o 0 0 p / � �`n'"`°EN�s DATE. O6/05/2014 ❑o Og o❑ I y6 � pROVIDE-2000 GALLON SEPTC TANK �7��}����] sc aw m e e m m �� �a�• � PROVIDE-1 DI57RIBU710N BO% Ft I-y Fi ����� m o O o m � \� z-�a,�p� ��T , , PRONDE-4-6'6'%6'S'LEACHINC POOLS(SEE DETAIL) SCALE: 1� = 40� 8 a ❑ m a o o m g �� �*aw+*l � ;` z'w+ ` m o o a m � �_ p � r- n+v�r+r e�Evanous- QUALfiY COMROL CERTIFICATION �b'-6'� ' a+ m o 0 o m , ' - SFPTIC TANK INLET-610 �¢D�� � \�.'�-"r' SEP71C TANK WREi-80 S GROUP REVIEWED DATE OBO%INLET-60�D PPOJCT°"NA0°' LEACHING POOL DETAIL � 20 �_�°�°�� Z0 ,v�Pi".c`„°IX�s oeox ou7�i-eo7a SHEET cmauw�mt�om�xttL oeru� � E��µ NOT TO SCALE „ r u,� GRMMIC SCME IN FEET '/%'°°'�0°T LFACHING POOLS INLET-80 D y�p 1 OF 1 TYPIGAI 01�'m.iBU710N BOl( N/F NOW OR FORYERLY �nmrtccfun.� Har ro sc,uE t /� ^ 19-3 _ . 19_4 16-14 � �/ . J F 19-5 � J THE- HENRY L. FERGUSON MUSEUM, INC jt .. • - 20-, _ �- � VACANT LAND 1 � MONUMENT " � ' / zo-z •� � o E TREqS(�RE —_ � . (FOUND) IRON PIPE +s-io � � N o � � __ ` � � � � o � � . .POND - (FOUND) U . —�W�---'—-S 84-_� ROAD ; ��1,/C W Y � 48'00" E ,Y ° ` � MONUMENT � o � / •� � °�s U � ai 5.00' o o� � � O C �3 f • RAFFERTY � � \ 7 . � � I : so-5 20-� �I.� � � o � 'a� a� S 1325.12 3 / o ' ' C� �s � _ ° . _ � ` w�97�.�8 4 � ! j�/,L,�/ .. Z E 20-3 W Q � � (� U � w � `N 1R�"V �. : 20 4 � a � W \ 1�r N . I N F �_ 2o-e � dS � = 1 N j��� f / Q � C > . � � � N / U O N E D A Y, L L C — � s J o 3 c� _ 0 4' / : O . U - ,,, c� » » D �A C� �- N M �} 1 �, /� � . I �6 VACANT LAND _ .� : � � N - N O ,/ ' ! //JJ �Y � - S SS. OA�. MUSEUN 20-9 O//� � N � � M , ��� � � ` . ' LAND iRUST � � V/ � � � � Z � - , . S8 i 20-11 �,� - O f!7 r / � > U � , �2S(• �. v� N � = C/ � � F .e Q s.. �, W o0 MONUMENT - F � � � M °�° (FOUND) � W I IRON PIPE N/F ' � : I , : W (� M . o � (FouN�) ONE DAY, LLC � ` S T� � � I 20-11A � �- � �} s �so "VACANT LAND" � ` - '� - . � • :' Euswatn� N/F � £ � Sss , ��' � �� ` / � : - - JOHN H. FOSTER z I �� \2A� � � V F IRON PIPE , I < "O SINGLE FAMILY RESIDENCE f m ' � .� MUNICIPAL W,4TER : � (FouN�) . , v �T R e a s u �e e P O N D � � � 1 ON SITE SEPTIC SYSTEM . I M��M � '� . . � S ?S6 : . � ` � . '� �� � . , eiocrc zo-ior ma p • � � LAND TRUST O \ MFA�S.OYS ACRES V9 � . . � l , g6' I � ,� ., ❑ \,2�, . f ���,, , - � F , p IRON PIPE �� W� . ,��� �;- � � �FouNo� LOCATION MAP S "= 00' � � _ ` CALE 1 4 � : f � Y � � . . . . \ o � IRON PIPE � ' °' o�., ��p (FOUN'�) � ` -. ,�.. ;�,. : � io • a ,� , £ MAP RFFFRFN[`.FS '� ����.�"� � o f � : - - --- > ��, '�,,,'*� �,�^ �� � � � �,�� � , � ' Z °� ��� �y� : \ 1.) PLAN OF PROPERTY OF MARGOT B. MAW FISHERS ISLAND NEW YORK" �g�� '� �`a F:�� �� '" � , � ' ��`, �`�'_ "" �. �, � � �' . £ ' SCALE: 1'=100 DATED DECEMBER 1964 REVISED THROUGH DEC. 20, 1965 �' .�iR� '�' � �' ,�^"�^;�; '�` � . + . N F \ y BY CHANDLER & PALMER, ENG'RS. CME FILE #K111. � � �,� �- �'"�� � / ,<.,�, F .°� �,s� ,r;�', CHOCOMOUNT, LLC . � f � z.) "LUT LINE CHANGE MADE FOR ROBERT J. GENIESSE FISHERS ISLAND, NEW '•� R�>'��:,-3�:� '� � � IRON SINGLE FAMIL_Y - YORK" SCALE: 1"=100' DATED MAY 30, 1986 BY CHANDLER. PALMER & ti�,; �`' BENCHMARK:IRON ROD � PIPE ' KING CME FILE #J2970. "�':� �', �� �'' � �= 5s.39 �,� s 3s•5�'30" w RESIDENCE � � s N os•4o'40" E ��- 23•�3� MUNICIPAL WATER K , . � ��a�' x sr;s .,� ,x r 19.00' , = RON ON SITE � \ " � �--`"""'� V 5 �y 10��N PIPE �SEPTIC SYSTE=M _ � £ �` . MONUMENT 5 6 $� � \ BL O CK 2 0— L OT � O B , � HEREON. ANY EX ENSION OF THE USE BEYOND TTHE PURPOSED�AGREEDCTOED 29� ' N �35 30� N/F \ AREA = 5. O2± ACRES ENGAGEMENTE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE PROPERIY 11NE �46•�4' � HENRY L. FERGUSON MUSEUM, I NC. £\ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, __ .._...----- � FqlOMS SHOREUNE VACANT LAND �� S H ED 1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,JQ_------ � - ':- , � ' i���� °i�"`PoN� ALTER AN ITEM IN ANY WAY. j�"-°�� � ; � � � � •,' , 1 }� ,�=----�—'`- �i� �1 i ����p�q� 3.) O N L Y C O P I E S O F T H I S S U R V E Y M A R K E D W I T H T H E L A N D S U R V E Y O '6-�� BOUNDARY MAP SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRO�Lf 1 F �,.,r 100 50 0 100 £ ^� T H E L A N D S U R V E Y O R. `I�"a� �,p R � � 1 � � 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND G�ODETIC � GRAPHIC SCALE IN FEET � SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" ` ! 1 � 1 _ _ __ v � Y / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP J � � 1000, SECTION 008, BLOCK 2, LOT 3.2. � � � � 6.) TOTAL AREA = 5.02t ACRES. � � � z � 4 7.) SI1E IS LOCATED IN R-120 ZONE. z O � � z ' , ti \ . • � � 8.) BASE FOR LEVELS- APPROX. NGVD 1929 U � O � Z O � � � � --� W O Q � o \ J � W k � � O � w . Z \ � � h �.1.� � � r� o � GARAGE � �� \� N N/F Z �� JOHN H. FOSTER NEW FOUNDATION SINGLE FAMILY RESIDENCE w LOCATED MUNICIPAL W,4TER APRIL 16, 2015 ON SITE SEPTIC SYSTEM � � TEST HOLE EXISTING , r STRUCTURE `° LEGEND cn o PROPERTY LINE z � � ABUTfERS LINE —— � N w — o EDGE OF PAVEMENT � EDGE OF GRAVEL ------------------ — . > TREE LINE w ' NOW OR FORMERLY N/F � � � UTILITY POLE -�- o BOUNDARY POINT O o ' . z . � � BENCHMARK:IRON ROD Q o �, EL= 59.39 � � o � J � a� ` ¢ m '�„ � Q � O O � � � � N � � N O = � S O m N I � Y � I N • � � O � 0 J 7 U Z Z � Z Y � � Y � C� O O O (n Q W C� W � O W � 2 O J ' � 07 � 0 CJ C� L� � DATE: 04/17/2015 SCALE: 1 " = 20' QUALIT`( CONTROL CERTIFICATION PROJECT: #2012870 ' GROUP REVIEWED DATE PROJECT MANAGER SURVEY 20 ,o o SHEET ENVIRONMENTAL avi� . GRAPHIC SCALE IN FEET � O F � STRUCTURAL ARCHITECTURAL i ; - ` N/F I' /` i FO „_, � �-,. �a 7HE HENRY L FERGUSON MUSEUM, WC � �__ �A C A N T L A N D M O N U M E N f • � � 1 � . m.� � i o 0 � _—� (FOIIND) / \ IRON PIPE N/F �°- d � �o --_�_�+n �p • y� . (FOUND) ONE DAY, LLC � i� � �c~i = MONUMEM S eria•oa•e---�_— g g , \ � 'VACANr LANO" �r =;: � �o m �3soo• — — gt \ • ae m., W t E x= �' s�sss iz � 3 `�$ � , jQ !n i a 8 H � WI971 18 � _ \ \ ; � g � Q � �W Y � � � Q � � � g ��o a" �/ � � � t � �� �o � �� � � � S '� �=z � � � � m> o �` � + �s"�y*�' + an a-? � / N d€ n¢ � / \ � ! ��*' ��zm: Q > - o`; f "f � L o MONUMENT W ONE DAY, LLC l \ \� ��`4 / W N �' m (FOUNO) IRON PIPE, � $ g (Four+u) VACANi LANO" \� i��� �. <<-cJ"t����. / U C o� \ nY:'. N/F � \\S'6"��*'' / �\ ���\ '�1'(�;+G �+� `.� J JOHN H. FOSTER z \�i• � ' °R � : .'�- _ /� SlNGLE FRMILY RESIDENCE � �'� F � � � �bv,Y ' , , MUNICIPAL WAT£R � / �� \ �/ C�O �= �1 ON SfTE SEPnC SYSTEM � \� � \ TRGA9URG rOHD � i� �� J� ���,�1 \��_ �0 ��,� � V s � � � � � �3 , ° � � ��n� � �z*F % � \ ` ~� �� ��' V W n l�� � �" � � �� �� LOCATION MAP SCALE 1"=400' a � � .� 6tON PIPE ' � \ ���> :�� �^� � c/ � '� � � Z 1)PLMI OF PROPERTY OF MARCOi B MAW Fl91FR5 ISLAND,NEW YORK' �' M1 \ � BLOCl� 20- LOi �Qfj S�ALE• ����00�DAIED DECEYBER 1984 REVISED THRWCH UEC.20,1985 � N�F ' \ \ BY(SiANDLER h PALIAER,ENGTtS CA1E FlLE pclit CHOCOMOUNT, LLC \ \\ AREA = 5 02± ACRES 2)Y0T IJNE CHANGE MAUE FOR R08ERT J GENIESSE FlSHQ25 19.AN0,NEW ��N SlNGLE FAhIILY rowc'scn�•i'-ioo'onreo�+nr ao.isee er a+u+oim.r�rs x ��''y 5 7637'70'W%PE RESIDENCE \ KINC WE FllE/J2974 N OCIO'{0'E °'• �13' MUNIC1PAL WATER � E�EGTRir, 1g,00' flON ON $1� - ���'M P�� �SEPTIC SYSTEM T'ZINSFORMER 11�5 g4g \ �MEfER ``� \ 1)THIS SURYE'I WAS FREPMED FIXi THE PARTIES AND PURPOSE INDICATED y `` MEREON ANY IXTEN40N OF TNE USE BEYOHD 7HE WR705ED AGFEEO TO MONUMENT 5 �p� t \ BETV�£Q1 THE CUENT AND THE Sl1RVEY0R IXC�S THE SCOPE OF 7NE � ENCACEAIENT N��'ss�• N/F �+e�. W HENRY L. FERCUSON MUSEUM, INC � \ BUP.iED \ 2)IT IS A VIOLATION OF TME STATE EOl1CAT10N LAW FOR ANY PEfi50N, UACANT L4ND SHED P��Pqy� I ur+�.ss nenNc uNoox me ou�cna+a n uc�seo uno svRveroa,1u `'� \ \ AL7ER AN I7F7A IN ANY WAY \ TA"!k' � \ ���� B�o�� \ �\ 3.)ONLY WFlES OF THIS SURVEY MARXm X77H 7HE LAND SURYEYOR'S 4CNATURE AND AN OR1WNAl EMBOSSED OR INK SEAL ARE TNE PHODUCT OF f00 50 0 100 / \ \\ 1ME LAND SURVEYOR � 4)COOROINATE DISTANCES ARE MEASURm FRON U S COAST AND CEWEPC � GRMXIC SCALE M FEET �� � ' // / \\ \ 9JRVEY TRIANGUUTION STA7IIXJ'CXOCOMWNT 2' U oY / � � s)s�re is w n+e roxN oF sounia o,couH r" J o� _ � \:�\ , �1 � � �\ �\ : ,000.gcnori ooe.e�oac z�or s2 ���,-���'�� zg J Q y - G\\ / \ ' 6 TOTAL AREA-5 023 ACRES �� � __ �k � �,�� a O Z� 9a'C�F t �"' _� � o z 7)SIIE IS LOCA'iED IN F-120 ZONE �., r�•� o � a AFPR01 IOCAiION �� � I \ / I �4 P(�. d. O � B U R I E 7 U n U n E S y � � �W W 0 - ' AND WATEit SEPVILE c � �\ /� / ,4��� (Zr �Qa Y �� \ \_� � 0�9� J� O 4 N �\ ' � �. �� L] � . ��� / �.���,�`�'�� , � `a � �� �. LL ---� ri x W \\' � ' ax� �j��� ^� ��\___ �� �.e+ �.J�J L.L a o �` � � ���, 1 7 ���� ���.. �� �443� •}. <� k, �v*,�. _ �a'� ,�'' o Y � � ' CD JOHN H/FOSTER £ 3/ ����.��e�g�pg�y��„h��gpp1/"•�� SINGLE FAMILY RESIDENCE '� *� �'g�q � MUNICIPAL WATER �g"���1g �ey3 6sii"9\i ON SITE SEPnC NSTEAf DRY WELL FOR '` �����������y��9�d`9#�69a f`���• ' ROOF DRAINS ;, "��,' - - �>�'= �"� �`�1, ..,.r`'.-;'V;i»,�ib;,,,.,-=" tt=:�"Tf."•�';_`Tsr, \� 7EST HOLE� ( 1 ^ �^.�`.`-"��«`v1"u,.��;;-i; -�' -%"_..'.:r �FouNo�ncr, N I I „t,"E�,��;r.+:r.t;�e,"�-;. 1`'%:::s:,.��r;.i3`=' 2@ �ocaTeo � � � F��' .�n�3,.�^'_:v HsP..^-�=-T�_--,:y,_.s_ 2<� ti;-^, =>.G.,yb_r,7. FPftIL+5 2015 i SHOWER ��� -",:•'`=�,�-.�.µs�';EX}SIfNG+,`:,t r.�✓r`��"� �,_� LEGEND � 4 I - ,.�ESfDENCE=:,�:,_„,yi• 18��� DRY WELL FJF �^ o " L �: �-v.. y�:�,��;�^;`-'� :,- ROOf DkWNS Z � S SEPTIC 51'STEM LOCA770N DATA 3 -_.'" _ _ _�,�::"'e''x �_� PROPE(M LINE -- _ �ISTANCE OISTANCE �� 2000 GAL � I __�'�'''�^;; ���r�,+�.:,j�,z:"^s�m A6NTERS IJNE � `� � � .,.,��,... .,,v,.vr�.." , - �",': FROM FROM 5 SEPTIC TANK - � "��. � ' ' � ' EDGE OF PAVEMENT u� _3.,,t= n ' � � POINT B - `•y" J LOCAl10N LOCAlION \�i� „e��*-��'��"� �� � DISH y `-.._ EDGE OF GRnVEL __________________ � � q 'n' 'e' oesceiPnoN - i SCREENED NOW OR FORMERLY N/F w HWSE HousE i"� B � " PORCH _ CORNER CORNER 6 I I ..rc„ _ 1 145' 17 5' INLET COVER � /� 'TONE PAno- BOUNDARY POINi O � � 2 150� 235 COVER —� � STONES CAI�9E � REMOVE�70 N.LOtt 3 12 5' 26 0' OUILET COVFR \ / ACCE55 TO SEPPC _ 4 45 0� 64 5� D-BOX 7 �� TFIIK INIET nND 5 74.5' 91 0' �ACHING POOL pt / \' $ oUilEi CobEaS �D (°f`� ;y� �r ' _ _ I 6 700' 87 0' LE4CHING POOL R2 � ��6��8��`r"=���e ��.J-'g•,�=j�� ;� �j ,/V �y A�g@�y t,_.aypl �a � \�� L -dSd y4.a`:Q�f�S✓�§�6w�Ld d7 4���F04�a7��c_ 7 67 0' 73 5' LEACHING POOL/!3 p�p� !�p yy+T y 0, 8 645' 640' LEACHING POOL 4 � J'17'o��Vb��d a�`g_�atJJ'a�B H!v'Lstl�ed Y'/��g`(S�a7 f�a 6 a o `a m. a���a�a°����'f�:�g���3��`s�Ql�et�i� � a t5��a � ,, ��d�� � 4 �.�.���.��.� Q�I�� O6(�0 - D t m � � � Y _ '37SL S3t���te G'iS�7�;,20 2hd�vr+t�p S�;pNly 6.r:;t• �Q o U � � 3 � � �&7$;9y�n �.. �-����5'�t�ula Qt`d�l�dPa�`��i' �".�fi ' � o 0 0 � `$' � ..�d 2r,�/c,-��r�vt,e�by tt:'s E?�p�r4r;;e^8 cr otP�s�r�ettei�5��t�$����$� DATE m oa/��/zoi s 4 JUL 2 6 � t6 � �7��il3tr�^..`.ET�I���r��.��i3�;���^�� � C'a .�-� ,a��a���d1��a scni.E s�canPHic scaF OUALfTY CONTFtOL CERTIFICATION B��D�G �o o �`w � PROJECT• #2012870 cRauv e�nEvreo o�re O� � �d�/elte'si�. �e�wt'��y 1`�'���e�l� �,�,w�ca ti., ;a �����F►SO � ��11C.G�f��St$4h/t3��.'d"e�e'ic"a.a°a°'c�i.Ci17F��tf ,o o so SHEET � �. � cww+'°sc"'F'"'gT 1 OF 1 D+v�aoxKMµ ' CIVd , SIMiCNF/t - nA:HfELt�F�I ���� ��������e��� �� �I����1�� ���6D1`����s� onTe{�ntivpomml 11/6/2014 THIS CERTIFICA7� IS ISSUED AS A MATTER OF IN�ORMATION ONLY AND CONFERS NO RIGHTS UPON 7HE CERTIFICATE HOIDER. 7HIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA7IVELY AMEND, EXTEND OR ALTER THE COVERAGE A�FORDEO BY THE POLICIES BEIOW. THIS CERTIFICA7E 0� INSURANC£ DOES NOT CONS7lTUTE A CONTRACT BE7WEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFlCATE HOLDER. IMPOR7ANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to Ehe terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT�yri AY'C}leZ' NAME- Thompson and Peck, Inc, PH�N� , (203)787-6781 aC No•(203)392-2807 1412 Whalley Avenue �'�A�E .aarcher@thompsonandpeck.com INSt1RER S AFFORDlNG COVERAGE NAIC q _ New Haven CT 06515 it�suaeRa:Gra hic Arts Mutual Ins Co 5984 INSUREo INSURERB:R2 ublic Franklin Insurance Co 12475 H P Broom Housewright Inc trrsua�Rc:Evanston Insurance 5376 162 Ferry Road iHsuReRo:Utica Mutual Insusanae Co 5976 P O BOX 7O INSURERE: Hadlyme CT 06A39-0070 INSURERF: COVERAGES CER71F1CA7E NUMBER:CL1461729565 R�VISION NUMBER: THIS IS 70 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 15SUED TO THE INSURED tJAMED ASOVE FOt2 THE POLICY PERtOD INDICATED. NONIITHSTANDING ANY ftEQUIftEMENT, TERM OR CONDtTfON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPEC7 TO WH1CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAfM, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED NEREIN IS SUBJECT TO ALL THE TERMS, _ EXCLUStONS AND CONDITIONS OF SUCH POLICIES,LItJIITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS 1t3SR AODL SUBR POLICY EFF POLICY EXP LTR TYPEOFINSURANCE pOLICYNUMBER MIDD MMIDDIYYYY LIMITS GENERAI UABILITY EACH OCCURRENCE 3 1�000�000 X COMMERCIAL GENERAL LIAB}��Ty �AMA E TO RENTED 100 000 PREMiSES Ea owurrence 3 � A CWMS-1AADE �X OCCUR 559787 /16/2014 /16/2015 MED EXP(M ane person) $ 5,fl00 PERSONAL&ADV INJURY g 1�OOO�OOO GENERALAGGREGATE $ 2�OOO�OOO GEN'L AGGREGATE LIMff APPLIES PER PRODUCTS-COMPIOP AGG 5 2,OOO�OOO X POl1CV QR� LOC g AUTOMOBILE LIAB1iIlY EOMa8tC1deD1SINGLE IIMIT 1 000 OOO B X ANYAU70 80DILY INJURY(Per person) 5 AILONMED SCHEDULED 546432 /16/2014 /16/2015 gODILYINJURY(Peracctde�ly S AUTOS AUTOS NIRED AUTOS �ON-OWNED PROPERTY DAMAGE S AUTOS Per acc�dent Undennsuredmoronsl S 1 000 000 UMBRELLA LtAB X pCCUR EACH OCCtJftRENCE $ 5�OOO�OOO C }{ EXC�SS LIAB CLAIMS-MADE AGGREGATE S 5�000�OOO DE� RETENTION$ ONJ46781A /16/2014 /16/2015 S � WOAKERS COMPENSAiION X WC S7A7U- OTH- AN D EM P LOYERS'tJAB]LITY ANY PROPRIETORlPARTNERlEXECUTIVE Y�N E L EACH ACCIOEN7 $ 5OO OOO OFFICERIMEM8ER EXCLUOED� � N!A �Mandatory In NH} 499698 6/16/29f4 /I6/2015 �L 61SEASE-EA EMPLOYE S 500 000 It yes,descnbe under DESCRIPTION OF OPEftATtONS betow E_L DISEASE-POLICY LIMIT $ 500 000 i DESCRIPTION OE OPERqT10NS/LOCA7iONS!VEHICLES(Atlach ACORD 101,Additlonai Romarks Schedule,i(more space Is required) Re: FT Lookout LLC residence, 1153 Treasure Pond Rd, Fishers Island, NY CER7IFICATE HOLDER CANCELLATIO[V SF{OULD ANY OF THE ABOVE DESCRIBED POLICIES 8f CANCEI.LED BEFORE 7HE EXPIRA710N DATE THEREOF, NOTICE WILL 8E pELIVERED IN ACCORDANCE W1TH THE POLICY PROVISIONS. Town of Southold Bu9.lding Department Town Ha11 AUTHORIZEDREPRESENTA7IVE Southold, NX 11971 __----� �7 R Epstein/AARCHE l�=�-?�--�--�� /-� `�,./�----.-- ACORb 2b(2010106) O�988-2010 ACORD CORPORA'TIQN. All rlgtits reserved. � INS025�zoioos>o� The ACORD name ancl logo are regisTered inarks of ACORD ' i I : - " "v s r - REScheck Software Version 4.400 �_ � 9����� ����ti��cat� Project Title: Bradbeer Residence Energy Code• 2009 lECC Locadon: Suffolk Co�nty,�lew York Gonstruction Type: Single Family ProjectType: AdditionlAlteration Heating Degree Days. 5999 Climate Zone: 4 Construction Site: Qwner/Agent: DesignerlContractor: 1153 Treasure Pond Road James and Carol Bradbeer Peter Batchelor Fishers Island,NY 06390 238 Curwen Lane Peter Batchelor,Architect Rosemont,NY 19010 20 Paofi Pike Paoli,PA 19301 610-369-1562 pbafch007@aol com �.�°�F�-� "��^�'.�;-t�€:.w:��,,�� - _ ;��_;-' �z•�,_,. n,+-��-_.�._, __° _ '.:`•'�:'F:;�_ �.�„�_..: ;�,., �,� Compliance:77.7%Better Tfian Code Maximum UA.1027 Your UA:907 The%Better or 4Vorse Than Code ircdex re(lecls how close ta comp3iance the house is based on code Uade-off rutes. It DOES NOT provide an estimate of energy use or crost relaUve to a mmtmum-code home • • • o • o D•• - - . Ceiling 1_Ftat Ceiling or Scissor Truss 2490 38.0 0.0 75 Ceiting 2:Cathedral Ceihng{no attic) 1324 19.0 0.0 69 Waii 1•Wood Frame,16"o.c. 1845 19 0 0 0 88 Window 1:Vinyl Frame:Double Pane with Low-E 315 0 220 69 Door 1.Solid 21 0 220 5 Door 2.Gfass 42 0.220 9 Wali 2:Wood Frame,16"o.c. 945 19.0 0.0 46 Window 2:Vinyl Frame.Double Pane with Low-E 164 0.220 36 Dnor 3.Glass 21 0 220 5 Wall 3:Wood Frame,16"o c. 1947 19.0 0 0 84 Wmdow 3:Vmyl Frame•Double Pane wdh Low-E 375 0 220 83 Doar 4:Giass 165 0.220 36 lNal14:Wood Frame, 16"o.c. 823 19.0 0 0 , 39 Window 4.Vinyl Frame:Double Pane witi��ow-E 159 0 220 33 Door 5�Glass 21 0 220 5 Crawl 1:Masonry Biock tivith Empiy Ceils 1200 13.0 13 0 225 Wall height.4.0' Depth below grade:0 0' lnsulation depth:4.0' fnside below-grade depth:0.0' Compliarrce Statement: The proposed building design described here is consistent with the building plans,specifications,and other calcuiations submitted with the permit appi�cation.The proposed building has been designed to meek the 2009 IECC requiremants in REScheck Version 4.�1.0 and to compiy with the mandatory requirem ts listed in th� EScheck Inspection Checkiist. �'�'�'°�J� �i c-�'�C.�/� — � ____ --_ ��- Z� -� \ � Name-Title Si nature Date - -�,2�--�lT�"1- ' � Project Tdte:Bradbeer Ressde�ce��� ��w��yTHT�w���N_v�����MW4,M.pF�p�Wy"��y�wm~w.�..����~Report date� 10l20/14 Data filename:H�iPBA Ac6ve Pro�ects 2093+IBradbeer Fishers IslandlBradbeer Fishers Island.rck Page 1 of 1 4 s � _ ST(�RI�IPLUS. � Vlrifh Marvin`�Wind�r��s�nd�otirs'StorrriPlus pr`oducts anrl thc superior p�rforrn�nce of LnEz-272�ylass, yrou'll hav�6cauty artd styfc�:tNiak prnvides yc�u with arnazing�icws�vcn throuyh the harsh�st Uf conc�iticaris. During �Nturricarie, St�rrrrPlus offcrs prc�tection fr'orn the brutal pushing and pulling of NtigH�-speed winds.$tc�rmPlus F�r•tic�ucfs arc rigt�rnusly tested and certified (t�r c*nergy efficiency,drivirtg rain, irrr��ct resistancc�nd cyclic�ressurc.So though they rnay fook like ql�ss,th�y�ct I�k�sh�elds, protcc:tinq ac��irtsE flyiny d�bris�nd prc�vidinc�additional security ayairist br'cak-iris and Lveri autdoar noise. f � �' �L�S� . _. -.---,-----; ; �_�� � ,�, ,� .-- , _ __ ; , . ,� .''"_ _ r , ___ ____ f �'', _ �:f`''. f} ; ,_�____� Y., -- . - , � , �' ' i.�. ---___ ,,._ - , __. �.____�; , , ,, �, `� . ` ' - ,- � `_ .^ , ' i'�__"' ' � � tl �- `'�} _�� '--i ,..' }.,...__ ._-i_.,.r v}I`t —�.� LL /`y_ ,.— �� p` J � � t.a _ — , � `�.../ � 4 �� � �..-.__ � ' J.—{,�� �..e.A.���� ~�. �'� � ..-�''"`� "z��°' '� � a�� ;,� �? . MPACT Products meet International Building Codes for coastal STANDARD F�ATURES NE 2 and nearvcoastal areas in Atlantic and Gulf Caast states. • b`Jrthstands winds fram 12fl mph to 124 mph ,x -�� _ _,z,.r�_� _�_�_:�; , -_ ---_--,:—___,_ ..w. ____.r �-* t_ . . L ' ____ v�l Stands up to wind bc�rne deb�is test�'1'long • Lamiaated g1a:s io,prd�ct' �--�:;--�'—��.,:k '.� °�� • 7x4 stud shnf at 40'�r seeond ; �a3ainst ir:tpact fram rJebtis , �' � e ,; �, , - i';' '. ; � i E a d e n s i v e+/-p re s s u r e t e s t m g{9 0 0 Q c y c l e s) r •�'_as fce�brar,ct�es cu � �'.;� ;;"';t` '. � s`� o�risfrt`e:iionrr�ater`�ak. . � 'a.��,s���', -,;;� .f ' IZ2 I�roducts are certif�d through the GVDMA �. � - ° -,�,_`}t i�, znd IistAd in the FL state dctabasa i. f" ' �����"_' `�`i �; Reinfurc.c�l sa=h,fiame arocl" . . --�All 1VIarvin�i'indo�vs�i�Doors- see ti'6�5=1-�- - ? ,,������ �` �� "� IMPACT Products meet fnternational Bwlding Cades for many • ` `` �` I'� W � �N"r ` -.` � Z�NE 3 € • f!�st`}�tt�aUyunb�xi�nee� �, •rt�` �k��.:.'�,.,w�°4` . East Coast states,from Rhode Island to Flonda to Texas �„�!'�: ' "w;� '� i . • VU�thstands winds from 12C?mph to 140 mph hardwarc�rcinforc�mcnts ,_ '; ��° � ;;� . s � `1`�,`- ` : that seaerc�he s3s�ato °-. � ; • Stands uptowindbarne debristest 8'lorn3 ; �c{r,irne: ��''�=- _ ' ' ! 2x4 stud shntst 50'pers�rrJ ="- .' -. � ., " _ �^��� �� � • E�tensire-�/-pressur�e t�-ting(nOD� .rycles} ' StormP�us�roci�ts are r�amed- ' . ��� � � ' • f Z3 Pro3ucts are certifieo through ihe WDMA �+�_a'�J iestct-I'to cai�iile v.'dh,ilie Araieriran Socic{y(crT�Gra� `"_ antl listr�in the FL state data6ase i°arxl Mate�i�-<oi-�Fr�{erc%e witteu�t}ae'�irtematia�ai , .___ __ ._ __,��____ .__ __ _______ _ - -. - -- _-- ____�._�. _ ._ ' ,gui�lirig�ides., - ' -� ,' _ =� : ; MP/1CT �raducts meet Miami-Dade County and Florida ; ' , , , .� •� ` ` � ,'.� �1(� tj state versionsof the International Building Code ' ' _ , . ' - �e • _ ' , _ � �V�thstands wincfs be}.r�nd140 mph , � "� , , � ; • Stands up fn•�vind b�rn;�d�6ris test$'long ; r j �. , T - j ° � , 2x4 stud shatat 50'�rsa:or�,multiple times - , . .� � y ` ` �' .� � E�densh�e+/-pressure testing{9000 cycles) ; ' . ° ' ' - ' °, , � • IZ�Products are apprrn�ed by Miami-D�e Counbj Natice 4�- : ; - - ' ' ' = ' ,' � �_->,+°t of Aueptance(NdA j ar�d list�in the FL state dstabc� _.__..'F_.LL_,__.. _,� _, _'.�� _. _,__._ ._�. �._. .._...., _�_ _s M - RE���ee�C ��fi���r� �e�-��on �a�o� � � Corr�p�iance Certificat� Proj�ct Bradbear Residence - �ishers Island, NY Energy Codc: 2(D10 IVew iforlc ��ee-cgy Consena�tion �ocation: Suffoltt County� NeW Y4�i'k Construction Type: Singfe-family Project Type: Additiorl Climate Zone; � I�'�5� ypp) Permil Datc: Permit Number, Construction Slte: Owner/Agent: pesigner/Contractor: 1153 Treasure Pond Road Peter 8atchclor Fishers Island,NY 06390 Peter B�tchelor,ArChitect �, 20 Paoli Ptke ' Paoli, PA 19301 61fl-368-1562 pbatch007@aol.torn ' ���d: ���-�;r .�r ,. _ , ,.._ ' � � , � Cornpliance: 26.0°k tietter Then Cade Maxime�m U/L• 969 Yaur UA: 7 i7 ' The Yo pettor oi Worse Than Cotle Index reiiects now close to complra nce the house�s based on code trade-ntf rules. k OOES NOT proviae an e��mate of anerqy use or co�rrlar�ve to a n�inimum-code hame. En�r�Jc�pe Assemblie� . . . � q �.. _ , Ceiling 1� Flat Ceiling or Scissor T�uss 2.490 38.0 0 0 0.03b 75 Ceiling 2: Cathedral Ceiting 1,324 39.0 0.0 a.p27 36 Wall 1:Wood Frarne, 16"a.c. 1,8�5 I9,0 O.D Q.060 88 Windovr 1:Wood Frame:Double Pane with Low-E 31S 0.220 69 000r 1:solia 7.1 0.220 5 Door 2:Giass 42 0.226 9 Waf)Z:VVaod Frame, 16"o.c. 945 19.0 (?.0 U.4b0 46 LNindow 2:Wood Frarne:Double Pane with Loa�-E 164 0,220 3b Door 3:Glass zl 0 22n 5 Wall 3:Wood Frame, 16"o.e. 1.947 19.0 O.p 0.0&4 84 Window 3:lNonti Frame:DoilP�le Pane ivith Lotiv-E 375 0.224 s3 Door 4:Glass 165 0.220 36 Lvatl 4:Wood Frame, 16"o.c, 8Z3 19.0 0,0 0.060 39 Window�:Wood Frame:pouble Pane with Lorr-E 151 p,77p �3 Door 5: Glass 21 0.220 5 1,240 13.0 0.0 p.075 68 Project Tltle: Bradbeer Residence-Fishers (sland, NY Report date: 12/03/14 Data filename: H:1PBA Active Projects 2013 +�Bradbeer Fishers IslandlBracibeer New York State P�ge 1 of 2 ResChe�k.rck ComplFance Sta[ement: 'The pmpflsed buiiding design described here is consistent with the buildEng plans,specifications,and other calculations submitted wvith the permit application.The proposed building has been designed to meet the ZO10 New York Energy Canservation Constructian Code requirements in REScheck Version�.6.0 and to comply with the mandatory requirements listeci in the REScheck Inspectfon Checklist. Name-Titte w—�,� � � Signa Date _�.� `��� t2- ���� ���� Project Title: Bradbeer Residence-Fishers Island, NY Report date: 12/03/14 Data Flename: N:1PBA Active Projects 2013 +�Bradbeer Fishers�slandl6radbe2r PJew York State Page 2 of 2 ResCheck.�ck Section 08 54 00 Wood-Ultrex0 Double Hung Window Part 1 General • 1.1 Section Includes A. 1Nood-Ultrex0 Double Hung window complete with hardware, glazing, weather strip, insect screen, removable grilles, grilles-between-the-glass,jamb extension, and standard or � specified anchors, trim and attachments � B. Wood-Ultrex0 Double Hung bow, bay windows complete.with hardware, glazing, weather strip, insect screen, removable grilles, grilles-between-the-glass, simulated divided lite,jamb extension, head/seat board, and standard or specified anchors, trim and attachments. 1.2 Related Sections A. Section 01 33 23—Submittal Procedures: Shop Drawings, Product Data, and Samples B. Section 01 62 00—Product Options C. Section 01 65 00—Product Delivery D. Section 01 66 00=Storage and Handling requirements E. Section 01 71 00—Examination and Preparation F. Section 01 73 00- Execution G. Section 01 74 00—Cleaning and Waste Management , H. Section 01 76 0—Protecting Installed Construction I. Section 06 22 00—Millwork:Wood trim other than furnished by window manufacturer J. Section 07 92 00—Joint Sealants: Sill sealant and perimeter caulking K. Section 09 90 00—Paint and Coatings: Paint or stain other than factory-applied finish 1.3 References A. American Society for Testing and Materials(ASTM): 1. E283: Standard Test Method for Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors. ' 2. E330: Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. 3. E547: Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by Cyclic Static Air Pressure Differential. 4. E2190: Standard Specification for Insulating Glass Unit Performance and Evaluation. Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 1 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM � 5. E1886: Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, • and Storm Shutters Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials � 6. E1996: Standard Specification for Performance of Exterior Windows, Curta'in Walls, Doors , and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 7. C1036: Standard Specification for Flat Glass . 8. E90-09: Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. � ' 9. F2090-1'0: Standard Specification for Window Fall Prevention Devices with Emergency Escape(Egress) Release Mechanisms ' � � 10. E2068: Standard Test Method to Determine the Operating and Breakaway Forces of . Sliding Windows and Doors � • B. Insulating Glass Manufacturer's Alliance/Insulating Glass Certification Council (IGMA/IGCC) C. American Architectural Manufacturer's AssociationNVindow and Door Manufacturer's ' Association/Canadian Standards Association (AAMANUDMA/CSA): � 1. AAMAMIDMA/CSA 101/I.S 2/A440-08: North American Fenestration Standard/Specification for windows, doors, and skylights. , 2. AAMA/WDMA/CSA 101/I.S.2/A440-11: North American Fenestration - Standard/Specification for windows, doo�s, and skylights. D. Window and Door Manufacturer's Association (WDMA): Hallmark Certification Program. E. American Architectural Manufacturer's Association (AAMA): 624-10: Voluntary Specification, Performance Requirements and Test Procedures for Organic Coatings on Fiber Reinforced � Thermoset Profiles. , F. National Fenestration Rating Council (NFRC): � 1. 100: Procedure for Determining Fenestration Product U-factors _ � 2. 200:"Procedure for Determining Fenestration Product Solar Heat Gain Coefficients and Visible Transmittance at Normal Incidence. - � - Doc. 67365 Rev. 08/31/2015 Section 08,54 00 �2 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR.LATEST VERSION Printed on: 6/16/2016 8:36 AM � 1.4- System Description � A. Design and Performance Requirements.- � , ,_ . ; ,�. � - . ' . , .. " n ' , Certified 3izes and Ratings-Standa�d and High;PerformanceUnits. ' ,� ' � - . ° _. -� , � . _ - - 4 , �� : , . ` � � . , , „ ,..+ . _. ,� . , n_ ., , ` �" . . � ,�:. . . � ."- " � . , � _ , : Product ` ,' AmTested_°_WaterTested .,Certification " � �Design '.' ' ' � Max ; ; Maz,^'`,. � -_ � , �to psf : to psf' ' Rating - � Pressure ' . 'Overall Width ; - „ " Ove�all Height, � , - ' ` '_ � � . ` • � ..,^ ` s (DP)� 5' " . „ _ - ^ , "' � , " , a " ...... ., .. Y !, ' - _ ' ,,�m � ,mm iri ' mm� , ., � V e, ' 4, ` ' . , . . . r 1. Wood Ultrex ' _ Double Hung 1.57 6.06 LC-PG40-H DP40 411/2 (1054) , 673/4 (1721) (Cottage 4268) Wood Ultrex - , DoubleHung 1.57 7,52 LC-PG50-H DP50 411/2 (1054) 673/4 (1721) ' (Cottage HP 4268) � Wood Ultrex DoubleHung 157 6.06 LC-PG40-H DP40 411/2 (1054) 753/4 (1924) ' (4276) Wood Ultrex � � � DoubleHung 157 752 LC-PG50-H DP50 411/2 (1054) 753/4 (1924) (HP 4276) . � Wood Ultrex , Double Hung 1.57 5 43 LC-PG35-H ' DP35 41 1/2 (1054) 83 3/4 (2127) , (4284) Wood Ultrex , � , Double Hung 1 57 6 06 LC-PG40-H DP40 41 1/2 (1054) 83 3/4 (2127) (HP 4284) . -Wood Ultrex - DoubleHung 1.57 6.06 LC-PG40-H DP40 531/2 (1359) 753/4 (1924) - ' ' (5476) , � ,Wood Ultrex DoubleHung 1.57 7.52 �LC-PG50-H DP50 531/2 (1359) 753/4 (1924) � (HP 5476) Wood Ultrex Double Hung 1 57 5*43 LC-PG35-H DP35 531/2 (1359) 83 3/4 (2127) (5484) � �Wood Ultrex Double Hung 1 57 6 06 LC-PG40-H , DP40 531/2 (1359) _ 83 3/4 (2127) (HP 5484) � , Wood Ultrex Double Hung Picture 1 57 5 43 LC-PG35-FW DP35 53 112 (1359) 83 3/4 (2127) (5484) Wood Ultrex , Double Hung Picture 1 57 , 6 06 LC-PG40-FW DP40�� 53 1(2 , (1359) 83 3/4 (2127) (HP 5484) Wood Ultrex Double Hung Picture 1 57 6 O6 LC-PG40-FW DP40 61 1/2 (1562) 75 3/4 (1924) (6276) ' � Wood Ultrex Double Hung Picture 1 57 7.52 LC-PG50-FV11 DP50 61 1/2 (1562) 75 3/4 (1924) (HP 6276) Doc. 67365 Rev. 08/31/2015 Section 08_54 00 � 3 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM : - . - Certified Sizes and Ratings-Impact Umts � ' ' rv , , � � y - . . Max . Max � • �` " �' � ` • `Design, :Overall Width O.verall Height ;A'ir'Tested, - WaterTested "Certification :. � ' ' Prod�uct ,` , �to psf ' to psf '_� Rating� ".Pressure- , , _ � . � �, . • , �DP) - . . � ' ' • • � in � mm in` mm. � Wood Ultrex DoubleHung 157 825 LC-PG55-H +55/-65 ��2 (1054) 3/4 ���2�� (Cottage 4268) Wood Ultrex DoubleHung 1.57 8.25 LC-PG55-H +55/-65 �/2 (1054) 314 (1924) (4276) Wood Ultrex Double Hung Picture 1.57 S 25 LC-PG55-FW +55l-65 �/2 (1359) 3/4 (1924) (5476) Wood Ultrex Double Hung Picture 1 57 8 25 LC-PG55-FW +55/-65 61 (1562 63 1619 (6264) 1/2 � 3/4 � � •1. Missile Impact at Missile Level D complies with ASTM E1886-05, ASTM E 1886-02, ASTM �E1996-02, and ASTM E1996-05. 2. Impact Pressure Cycling at+55/-65 psf, complies with ASTM E1886-02, ASTM E1886-05, ASTM E1886-06, ASTM E1996-02, ASTM E1996-05. 3. Forced Entry Resistance, complies with ASTM F588. 1.5 Submittals A. Shop Drawings: Submit shop drawings under provision of Section 01 33 23. B. Product Data:Submit catalog data under provision of Section 01 33 23. C. Samples: 1. Submit corner section under provision of section 01 33 23. ' 2. Specified performance and design requirements under provisions of Section 01 33 23. D Quality Control Submittals: Certificates: submit manufacturer's certification indicating compliance with specified performance and design requirement under provision of section 01 33 23. Doc. 67365 Rev. 08/31/2015 Section 08 54 00 �4 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM 1.6 Quality Assurance A. Requirements: consult local code for IBC[International Building Code] and IRC [International Residential Code]adoption year and pertinent revisions for information on: 1. Egress, emergency escape and rescue requirements 2. Basement window requirements 3. Windows fall prevention and/or window opening control device requirements. 1.7 Delivery � A. Comply with provisions of Section 01 65 00 � B. Deliver in original packaging and protect from weather 1.8 Storage and Handling A. Prime and seal wood surfaces, including to be concealed'by wall construction, if more than thirty(30)days will expire between delivery and installation. B. Store window units in an upright position in a clean and dry storage area above ground to protect from weather under provision of Section 01660. , 1.9 Warranty The following limited warranty is subject to conditions and exclusions. There are certain conditions or applications over which Integrity has no control. Defect or problems as a result of such conditions or applications are not the responsibility of Integrity. For a more complete description of the Integrity limited warranty, refer to the Complete and current warranty information is available at I ntegritywi ndows.com/warra nty. A. Clear insulating glass with stainless steel spacers is warranted against seal failure caused by manufacturing defects and resulting in visible obstruction through the glass for twenty(20) years from the original date of-purchase. Glass is warranted against stress cracks caused by , ' manufacturing defects from ten(10)years from the original date of purchase. � B. Hardware another non-glass components are warranted to be free from manufacturing defects , for ten (10)years from the original date of purchase. ' Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 5 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM Part 2 Products 2.1 Manufactured Units � A. Description: Ultrex°Double Hung and related stationary or picture units as manufactured by Integrity Windows and Doors, Fargo, North Dakota. . B. Description: Ultrex�Double Hung Bay, Bow unit as manufactured by Integrity Windows and Doors, Fargo North Dakota. � 2.2 Frame Description . A. Interior: Clear pine interior surfaces. _ 1. Kiln-dried to moisture no greater than twelve(12) percent at the time of fabrication. 2. Water repellant presenrative treated in accordance with WDMA I.S.4. B. Exterior: Pultruded reinforced fiberglass(Ultrex°), 0.075"(2mm)thick. C. Frame Width: 4 9/16"(116mm). 2.3 Sash Description A. Clear pine interior surfaces . � 1. - Kiln-dried_to moisture content no greater than twelve(12) percent at the time of fabrication. 2. Water repellant preservative treated in accordance with WDMA I.S.4. � B. Exterior: Pultruded reinforced fiberglass(Ultrex0), 0.075"(2mm)thick. � C. Sash Options: , 1. Equal or,Unequal Sash. _ � 2. Cottage Style: Sash divided 2/5 over 3/5. 3. Reverse Cottage Style: Sash divided 3/5 over 2/5. D. Composite sash thickness: 1 9/16"(40mm). E. Operating sash�tilt to interior for cleaning or removal. � Doc. 67365 Rev. 08/31/2015 Section 08 54 00 �6 �Wood-Ultrex Double Hung �� CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM 2.4 Glazing A. Select quality complying with ASTM C1036. Insulating glass SIGMA/ICC certified fo performance level CBA when tested in accordance with ASMT E2190. STC/OITC ratings are certified to the level in accordance with ASMT E90-09. B. Glazing method: Insulating glass C. Glass type: Low E1, E2, E3 air or Argon gas � D. Glass type option: Obscure Glass or California Fire Glass(Annealed exterior and tempered interior glazing configuration) E. Glazing seal:Silicone bedding at exterior and interior , F. Glazing Option: STC/OITC upgrade G. Optional Impact glazing for winds zone 3. Glass is laminated Low E2 or Low E3 with Argon consisting of annealed or tempered glass to the exterior and laminated glass to the interior. , The interior and exterior glazing compound is silicone, in a sandwich style glazing system. 2.5 Certified Mulling for Impact Units , A. Directional mull limits 1 H or 1W only. Maximum span for vertical mull is 75 3/4"(1924mm) B. Directional mull limits 2H or 2W only. Maximum span for horizontal mull is 62"(1575mm) �.6 Finish � A. Exterior: Pultruded Fiberglass. Factory baked on acrylic urethane. Meets AAMA 624-10 requirements. � 1. Color: Stone White, Pebble Gray, Bronze, Evergreen, Cashmere, Ebony , B. Interior: 1. Treated bare wood 2. White interior factory finish � Doc. 67365 Rev. 08/31/2015'Section 08 54 00 � 7 �Wood-Ultrex Double Hung _ CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM 2.7 Hardware A. Balance System: Coil spring block and tackle with nylon cord and glass filled nylon shoe and zinc locking clutch. B. Lock: High pressure zinc die-cast cam lock and keeper. Finish: Phosphate coated and , - electrostatically painted. � 1. Standard Color:Almond Frost,White. � � � . - 2. �O,ptional Color: Bright Brass, Satin Nickel, and Oil Rubbed Bronze. C. Tilt latches: Spring loaded latches for release of sash located at check rail. - 1. Standard Color: Almond Frost,White. � 2. Optional Color: Bright Brass, Satin Nickel, and Oil Rubbed Bronze. ' , � � D. Factory-Installed Window Opening Control Device for operating units per ASTM F2090-10: a system consisting of an acetal lever housed in an acetal shell on each stile of the top sash. 1. Available on all sizes. � ' 2. Color:White, Beige. . 2.8 Weather Strip . . , A. At Bottom Sash: Rigid color matched vinyl with a foam filled vinyl weather strip; interfaces against the Ultrex sill and jamb weather strip � 1. Color: Black. B. Jamb Weather Strip: Robust skin covered foam weather strip is used to seal the double hung jamb. It is inserted into to a rigid vinyl jamb carrier. - � 1: Color: Beige. � C. Blind Stop:vinyl with a flexible leaf seal to seal between the header and the upper sash. D. Foam PVC gasket between the jamb and sill. E. At Interlock: Rigid ABS with flexible liollow bulb. 1. Color: Beige. ' F. Reduced visible beige at the exterior bottom rail. Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 8 �Wood-Ultrex Double Hung � �CFiECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM - 2.9 Jamb Extension A. Furnish jamb extension 6 9/16"(167mm)factory-installed or 6 13/16"(160mm)shipped loose. , B. Finish: Match interior finish. 2.10 Insect Screen � A. Factory-installed full screen. . . 1. Screen mesh: 18 by 16 charcoal fiberglass(non-corrosive) B. Factory-installed half screen. . � 1. Screen mesh: 18 by 16 charcoal fiberglass(non-corrosive) ' _ C. Rolled form aluminum frame. �. 1. Finish:White, Pebble Gray, Bronze, Evergreen, Cashmere or Ebony � 2.11 Removable Grilles A. 3/4"x 15/32"(19mm x 12mm) pine � 1. Pattern: Rectangular ' 2. Finish: to match interior finish � 2.12 Simulated Divided Lites (SDL) A. 7/8"(22mm)wide with optional internal spacer bar. B. 2 11/32"(60mm)—Simulated check rail with optional internal spacer bar—PICTURE UNIT � ONLY. C. Exterior muntins: Extruded Ultrex,finish to match exterior sash color. D. Interior muntins: pine,finish to match interior finish. . � E. Lite Cuts or Patterns: 1. Rectangular 2. ' Prairie - � Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 9 �Wood-Ultrex Double Hung • CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM � 2.13Grilles-Between-the—Glass (GBG) , A. 11/16"(18mm)contoured aluminum bar. B. Color: Stone white interior, exterior color determined by exterior sash color. 1. Interior: Stone white, bronze. 2. Exterior: Matches exterior sash color. C. Lite Cuts or Patterns: 3. Rectangular 4. Prairie Lite 2.14 Accessories and Trim A. Exterior Casing: 1. Non-integral to the unit. Fastened to the exterior wall with barb and kerf. 2. 2"(51 mm)Brick Mould available as a full surround or with Sill Nosing. 3. 3%"(89mm)Flat casing available as a full surround or with Sill Nosing. Also available with 1"(25mm) Ranch style sill and header overhang. 4. Color: Stone White, Pebble Gray, Bronze, Evergreen, Cashmere, Ebony. B. Installation Accessories: 1. Factory-installed vinyl nailing fin/drip cap at head, sill and side jambs. , 2. Installation brackets: Brackets for 4 9/16"(166mm), 6 9/16"(167mm)jambs. 3. Mullion kit: Standard mullion kit for field assembly of related units available in horizontal, vertical, round top over double hung and 2-wide and/or 2-high configurations. Kits include: Instructions, aluminum pins, filler blocks, wood mullion tie, sealant foam tape, interior mullion trim, mull tee, related screws and nailing fin connectors. 4. Structural mullion kit: Structural mullion kit for field assembly or related units available in , horizontal, vertical, round top over double hung and 2-wide and/or 2-high configurations. Kit includes: Instructions, reinforcement member, aluminum pins,filler blocks, wood mullion tie, sealant foam tape, interior mullion trim, mull tee, related screws, nailing fin connectors and structural brackets ' � 5. Installation clips standard with nailing fin on impact glazed windows. Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 10 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM Part 3 Execution 3.1 Examination A. Verification of Condition: Before installation,verify openings are plumb, square and of proper � dimensions as required in Section 01 71 00. Report frame defects or unsuitable conditions to the General contractor before proceeding. B. Acceptance of Condition: Beginning on installation confirms acceptance of existing conditions. 3.2 Installation , A. Comply with Section 01 73 00. � B. Assemble and install window/door unit(s)according to manufacturer's instruction and reviewed shop drawing. ' C. Install sealant and related backing materials at perimeter of unit or assembly in accordance with Section 07 92 00 Joint Sealants. Do not use expansive foam sealant. D. Install accessory items as required. E. Use finish nails to apply wood trim and mouldings. 3.3 Cleaning � - A. Remove visible labels and adhesive residue according to manufacturer's instruction. B. Leave windows and glass in a clean condition. Final cleaning as required in Section 01 74 00. 3.4 Protecting Installed Construction A. Comply with Section 07 76 00. B. Protecting windows from damage by chemicals, solvents, paint or other construction operations that may cause damage. End of Section ' Doc. 67365 Rev. 08/31/2015 Section 08 54 00 � 11 �Wood-Ultrex Double Hung CHECK MARVIN ONLINE DOCS FOR LATEST VERSION Printed on: 6/16/2016 8:36 AM , • � �'-� . �� " STC�RMPLUS. _ � o, 1 - V�1ith Marvin`0�Nindnw�s and Doors' StorrriPlus �roducts and thc superior perfarmancc of LoE2-272�°glass,yau'll hav�bcauty and styl�that provid�s you with amaziny views even tNirough the fiarshest of conditions. During a hurricanc, St�rrnPlus offe.rs - prUtcction from the brutal pus�iirlg and pulling of high-speed winc�s. Sic�rrnPlus prmducts are rig�rously testtd arid certified (ar . eneryy�fficie.ncy, dri��ing rain,impact resistance and cyclic pressurc. So though fhey may Innk likc glass, th�y act like shields, protecting ayainst{�ying debris and provic�ing adc�iti�na� s�curity ayainst br�ak-ins and even outc�oor noise. ���rm�P�c��� � _ ? � � � - _ _ __ ��, . , ;� `�� _,_ _�� ;_ ., __. _i ;" - 1'b -- �I� � -- _, �'_---__ . ,�', .<�f� � - ' -- . --. _ � , - � ` -- ' - - � : � t `� -" ___-- ..-- -----�—.__ ,� ' �rt -, r�=.:" f � ( � t S � ��4 4 -� Jlr ti/ t� ) , 1 / ; `{ _' _ +_ ^"_�.__ �...._._ '__ t"_....� -��_/-' _" -_.�+_'-= 4 F� 1'- ' � _ _ �.� _ +_' l �+ � I -•�ti � 1 � F � v.._ _ ' ri .` ��. ---_..� ;,- , _, i����� ry,� � ,--�-=�-�� ��� � �� . MPACT Products meet lnternational Building Codes forcoastal STANDARD FEATURES NE 2 and nearvcoastal areas in Atlantic and Gulf Coast states. • 1'�Ihhstands winds from 120 mph to 127 mph ----------- -----,---__,__.�__,._---�._ �.�, � • Stands up to wind borne de6ris test 4'long , • Laminated glas;to pr�ect .--,- ,- - ;:--i E ? �! �� 2x4 stud shot at 4b'per�cond a�ainsi i�pactfrom d�bris � : �� . , �'� ? • Extensive+1-pre;sure testing(900�cycles) ,_ such a,s tree.hraric3�a� ,� � F mr�tructior�material4. , , ' f • IZ2 Products are certified through the W DMA . '� 3 and listed in the FL state d�tabase ° • Reinforced sash,frarc�e and �:'� � ' y ,,, '� � - All Ma1��lII�Viiido�Vs&DOols-See WDS=1 — --- --- ;- �"9�»� 1 ' ,- �: ` . }7 ` IMPACT Products meet International Building Codes for many i ��,,: ' ,, ' i East Coast states,from Rhode lsland to Florida to Texas k 'G��t}1elicaUyllr�'Atr�rye �' � � ,-j t Z�NE 3 , hardware reinforcc�ats -�""�"r �� ' ',���, • bVdhstsnds winds from 12i�mph to 140 mph f ' ihai scaerethe s�shto �-"� " , = � ��, �� � • Stands up to wind borrp debru test S'lor� ', $�fr�me, �==w— _ ` j � 2x4 stud shotat 50'persc�ond - ' , • E�densnre+/-pressure testing(9000 cycles) ' StormPlus prod�sct's are named - � • fZ3 Products are certified through the WDMA � �nd tested to coiracide wi11S ihe American 5onety ior 7est�rr� � and listc�in the FL state database � a�1 Maicr'iak zorx�re(ere�xc wiihin i}��e Interr�tian� ' - ----- - --- i •�uilding Codes, _ ,� , i - - -- --- - - - - - -- � ; MPACT Products meet Miami-Dade Countyand Flonda � � " � NE t(, state�ersions of the Irrternational Building Code � . -_ . ; • �Ndhstands winds ond 140 m h ` t �� P F -s • Stands up to w�nd barne debris te�8'lon� r � � ' � -' r � ^ , 2+c�stud shnt at 50'per secor�,multiple ti mes ," � ,' , ,' � � • Extensr:e��/-pressure testing(900Q cycles� �-• - ', • � i IZ4 Products are appro��ed by Miami-D-c.��County Nof�ce �_ � � of Acceptance(I�IOA)and listed in the FL st�te datab�se ; -,�___ _ ,__, ____ .__�_�.___ ____ - � ` ,. �---------_-__-- -- - H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70- 162 F�RRY RD. A HADLYME, CT 06439 � (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTAL Date Job No. , 06/20/16 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD _ P 0 BOX 1179 SOUTHOLD, NY 11971-0959 Attention: BUILDING OFFICIAL TELE: (631)765-1802 Re: PERMIT #39415 BRADBEER RESIDENCE/FI LOOKOUT LLC WINDOW/DOOR INFORMATION WE ARE SENDING YOU X Attached Under separate cover via the following items: Copies Date No. Description WINDOWS & DOOR SCHEDULE - REVISED 1 1 Page COPY OF BRADBEER RESIDENCE/FI LOOKOUT LLC - WINDOW & DOOR SCHEDULE FROM PERMIT PLAN SET TEST REPORTS - IMPACT RESISTANCE COMPLIANCE WITH - ASTM-E 1886 & ASTM-E 1996 1 10 Pages MARVIN INTEGRITY DOUBLE HUNG IZ3 Project Window #'s 001-002, 101-105, 107, 108-117, 128, 129, 201-209 & 211-214 1 24 Pages MARVIN INTEGRITY AWNING IZ3 Project Window #'s 106 & 108T 1 18 Pages MARVIN CLAD ULTIMATE AWNING IZ3 Project Window #'s 118 & 126 1 13 Pages MARVIN CLAD ULTIMATE CASEMENT IZ3 Project Window #'s 119 & 127 1 15 Pages MARVIN CLAD ULTIMATE CASEMENT ROUND TOP IZ3 � Project Window #'s 120, 122, 124 & 210 � 1 16 Pages MARVIN CLAD ULTIMATE CASEMENT PICT. IZ3 Project Window #'s 121, 123 & 125 1 15 Pages MARVIN INTEORITY SLIDING FRENCH DOORS IZ3 Project DOOR #'s B02-B03 & D103 1 32 Pages MARVIN INTEORITY HINGED & FIXED FRENCH DOORS IZ3 Project DOOR #'s B02-B03 & D103 1 1 page Spec' for Window 211 showing TEMPERED GLASS for Hazardous (Tub) Location THESE ARE SUBMITTED as checked below: , x FOR C of O APPROVAL _X_ AS REQUESTED �FMARKS: Attached please find the revised Window & Door Schedule, Labeled Plans/Elevations & Test Reports for the Rradbeer Residence on Fishers Island. These changes were made to better meet the impact requirements for all Window & Door unIts. If you have any questions please contact us at (860) 526-9836. Thank You • ��� FI LOOKOUT LLC Pernut#39415 Master Bathroom Mulled DH Window unit#211 showing Tempered sashes I ene#3� Nuar�:lJnit:171 � :d ���� 5tanc9h��ite CK[cnor Ulhit�Inter,or a�sw�a�i iroe e �W11[' R_�7I1�1e r1�Qltb3y i�,�i i„�o•6a o. 4ssc�e�h�ough�7pcting �—�- �T �� ia�ra°K GD�lS" � I 9 I i L'nr�:AA int^_erin'Tredmo.�l Dauble E larr (. U1oo-j�ItrcK u n ( CW 3860 � Nou�:.�p=n[�38 3f�1"K hJ 3(3' A='lntirl=rcm-h:F#r.fnr ��i'JR�12�C2 IHPi�3�i4'LE� IiC►161f4'b 6U 3Jx•� Glass Atld rorlS�.as3� I op Sash ;6-1 LtOe �er pa:t 1 ern pletl I.cw t��y,vg�n F,+s'�s17�- t5e�xh� R=_cY�ngu�a�-S�e�al C�t 3tY1t[ Stone VJhite txt-�A'hita Int tSOCOR6 Se�sh t�-1 Lt[e In: a:t iern eretl Lcw td�x•N an lU�rl[e 525r Lg[k Eazer�ar,3lurn`nurn screen � 5wne 4+Jhla�Suraou�tl CIo3t=D'cl Flbefglcss Me.h f5'lulled Unit in Iti�laster Bathraam ei�ipered s3shes to meat Cod� ��"��°'� for Hazardous Location in[egrts��TraG1[lo2al Dn�Dle Flvr� 1PJom�-Lri[re� L�d 33E0 Feoie��:�Fr.ni-s�+iA if�7"K 67 S/�i" Prafuocn�ncr Icngreit7cc�i CI'v+A�Id fur 1,0�ng0r Ta�p S�tih iG-L L� 3Rpatt7emp=aed l.�w C2n/Arean ?,�6°SDC- l�+e".�A� Recixrv'aQ-.�c�ial+1it S�V21I Stone'JJhix Czt-iYfiite le�: 6ettom s�h CC-1 LI� :rnNecA T�srNe�e�9 L_r.E2 w%A�gUn 'NdIRC;r75r C4C1: Efrterlo�A'vm Inuam 5[reen Slu��e 1Muve Suir�ur,�9 f hr rrnnl T�hrrg7nss 69rsn �atton�r��o cm�re: 6�15"�a.nL> F�Jai�n.F4� �4nit Qips '•'roul� Fecw:�inulle_'Hntegntq GnpaLL{li3)essem�li_die txruf�J lu aieelmt�avaLnr,and�pwclvml reqierrm-nt-,��r:AIL7k.L�l1�-Of nnr7 AP+FJ,Sj�:",5�'1df}1d`�f 9JSi-I S?EA3-0fi-f);�b LIR�tandnr,s �..�,� � • K '�*►� ������ Materials Technology Twin City Testing Corpora#ion Reference Project Windows#001 -002, 101 - 105, 10�- 117, Febuary 12, 2010 128, 129, 201 -209, 211-214 A.�r�-Pg£r6 q�s1�E�qQ6 � Administrative Management Systems, Inc. '�� ��e �0 Attn: Mr. Ron Peterson P.O. Box 730 Sackets Harbor, NY 13685 Subject: Marvin Windows & Doors Unit Description Stork-Twin City Testing Gateway—yes or Report Number Gateway Report# Manrin Integrity IMPACT Double 113-09643.1 rev1 113-09649.1 Hung—IZ3 Fiberglass Clad Wood Double Hung Window Mr. Peterson: Enclosed is the most recent test report for the above referenced windows for the Hallmark Certification Program. Please refer to individual report for each unit 101/I.S.2/A440-05 pertormance level results. If you have any questions, please feel free to contact me. Copy: Sincerely, , ,! ' � i Marvin Windows& Doors �,'��-���,��..��,4 ,!� Attn: Mr. Scott Lemke` �r'��'d°'� HWY 11 West, P.O. Box 100 STORK-TWIN CITY TESTING Warrroad, MN. 56763 Shane Lewis �., � i , ,L� ' �� WIND04V&OOOR MANUFAC�'URERSASSOCIf�TION �� WDMA WDMA HALLMARK CERTIFICATION PROGRAM REPORT SUBMISSION FORM THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITTED TO AMS ALONG WITH SUBMISSION OF EACH NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM.ANY QUESTIONS PLEASE CONTACT AMS AT 315-646-2234 OR staff(�amscert.com. Manufacturer: Matvin Windows and Doors Contact:Scott Lemke Plant Location(s):Fargo, ND&Roanoke,VA Phone:701-499-3662 (list all plants where product is made) Test Report#:113-09643 Email:f scottl@marvin.com Product Relationshiq: Extension of currently certified product? � yes ❑ no If yes,what CCL# ? 407-H-783 Extension of currently pending product? ❑ yes � no If yes,what test report# ? Difference from Certified Product: Impact Product Does this report require a Gateway Report# ? � yes ❑ no Report#: 113-09649 Impact Report: If this is not an impact report check here: ❑ AWS Report# , Test Plan # ? � yes ❑ no Installation Instructions submitted ? � yes ❑ no � AdditionalInformation: WD-08 07/15/09 � y • , . WINDOUV&DOOR ■� MANUFACTURERS AS50CIATION WDMA HALLMARK CERTIFICATION PROGRAM �€� WDMA REPORT SUBMISSION FORM Product Name: Integrity IMPACT Double Hung -IZ3 (As to be listed on CCL—must match test report) Product Type:Fiberglass Clad Wood Double Hung Window Additional Manufacturer ID #: 1TDH ❑ n/a Check here for individual CCL listing � Check here for full CCL listing � _ Hallmark CCL Standard Ratina ❑ ANSI/AAMA/NWWDA 101/I.S. 2 97 � 101/I.S.2/NAFS-02 H-LC +55/-65 � AAMA/WDMA/CSA/101/I.S.2/A440-05 H-LC+55/-65 � AAMA/WDMA/CSA/101/I.S.2/A440-08 H-LC +55/-65 ❑ ASTM E 1996 99/ E1886-97 ❑ ASTM E 1996 01/ E1886-97 ❑ ASTM E 1996 02/ E1886-02 ❑ ASTM E 1996 03/ E1886-02 ❑ ASfM E 1996 04/ E1886-04 ❑ ASTM E 1996 05/ E1886-05 ❑ ASTM E330 02 ❑ TAS 201-94 ❑ TAS 202-94 ❑ TAS 203-94 ❑ AAMA 450-06 ❑ Other: WD-08 07/15/09 �, y . � � , ���U`-U�� Materials TechnoloAy Stork Twin City Testing Corporation � Summarv of Test Results Product Manufacturer: Integrity Windows&Doors from Marvin Product Type: Fiberglass Clad Wood Double Hung Window Product Series/Model: Integrity IMPACT Double Hung—IZ3 Test Completion Date: 10/28/09 Impact: Missile D,Wind Zone 3 Cycle: +55/-65 psf Reference must be made to Report No. 113-09643.1, dated 10/28/09 for complete test � s ecimen descri tion and detailed test results . ♦ � , ��O`-' U U�� Materials Technology Stork Twin City Testing Corporation Summarv of Test Results Product Manufacturer: Integrity Windows&Doors from Marvin Product Type: Fiberglass Clad Wood Double Hung Window Product Series/Model: Integrity IMPACT Double Hung—IZ3 Test Completion Date: 10/28/09 Impact: Missile D,Wind Zone 3 Cycle: +55/-65 psf Reference must be made to Report No. 113-09643.1 rev 1, dated 02/11/10 for complete test s ecimen descri tion and detailed test results . * y �����1J� Materials Technology � Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 1 OF 11 - DATE: 02/11/10 STORK�TWIN CITY TESTING 1751 Highway 36 Maplewood,MN 55109 � ° � � ' �' . � -� � ' � �� , �, � ; �IN HOUSE WITNESS TESTING OF A . � , ' � ! - Integrity IlVIPACT Double Hung—IZ3 ' - ; � �Fiberglass Clad Wood Double Hung Window with Impact Glazing f '' ' � � � MAPTUFACTURED BY � � � , . . . � ` MARVIN WINDOWS &DOORS � � � j 1 . � . � , . , � � � � � �Prepared�for: � 1 � " � MARVIN WINDOWS &DOORS ' I ( PAttn: Mr. Scott Lemke � � � Highway 11 West,P.O.Boz 100' j � .� � " � Warroad,.MN 56763 - _ '� � Test Date: 10/27/09-10/29/09 � Expiration Date: ' 10/27/13 Prepared By: Reviewed By: . , �� � /����L�' � - . ��� n�h -� . � Shane M.Lewis � Brian D.Amberg Technician Laboratory Supervisor Product Testing Department Product Testing Department , Telephone: (651)777-7006 Telephone: (651)777-7006 • The test results contained in this report pertain only to the specimens tested and not necessarily to all similar products. InfortnaLon and statema�ts m ilus report are denved from matenal,mfom�ahon�d/or spec�ficauons fwmshed by the cheit and escrlude aoy expressed or unpLed warr�ha as to the Sfiess ofthamatenalte�doranalyzedformrypamcul�p�¢posearuse.11usreport�stheconfidenualpropertyofourcharcandmaymtbeusedWradvectlsmgpmposes Tlusreportshallnotbe repmduced except m fiill,wtlhout wntt�eppmval of tlus la6orarory 1t�a recoldu�g offaLse,Scnnous orfrmrdd�t statem�ts or mmes on dvs docmn�t may be p�shed as a feloay�mder Federal Ststues mcludmg Federal Iaw Tide 18,Cl�epter 47 Stork Tw'a Qty Teshng�s an operahng�t of Stork Matenals Technology B V,Amsterdam,The Netherl�ds,whic6�s a member of the Stork goup . t • , �. , ��0��� . Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 2 OF 11 DATE: 02/11/10 IN HOUSE WITNE5S TESTING OF A Integrity IlVIPACT Double Hung—IZ3 Fiberglass Clad Wood Double Hung Window with Impact Glazing INTRODUCTION: This report presents the results of in house witness testing conducted on a Integrity IMPACT Double Hung—IZ3 /Fiberglass Clad Wood Double Hung Window with Impact Glazing manufactured by Integrity Windows&Doors located in Roanake, Virginia. This work was requested and authorized by Mr. Scott Lemke of Integrity Windows&Doors with testing conducted on 10/28/2009 at the Integrity Window and Doors facility in West Fargo,ND. The purpose of the testing was to determine the performance of the window for wind borne debris.Refer to reports 113-09651, 113- � 09649, 113-09648, 113-09647, 113-09645, 113-09648 for gateway A/W/S results. This report has been revised to change the amount of locks on unit#4 and#6 from 2locks to 1 lock. TEST RESULTS 5UMMARY: The window described herein meets or exceeds the following specifications: , ASTM E1886-OS' +55/-65psf ASTM E1886-04' +55/-65psf ASTM E1886-02' +55/-65psf ASTM E1886-97' -+55/-65psf ASTM E1996-06' Missile D, Wind Zone 3 ASTM E1996-OSb' Missile D,Wind Zone 3 ASTM E1996-04' Missile D,Wind Zone 3 ASTM E1996-02' Missile D,Wind Zone 3 . ASTM E1996-01' Missile D ASTM E1996-99' Missile C SAMPLE DESCRIPTION: (Test Units#1,#2 &#3 ITDH 4276) Unit Size: 1054mm(41.5")wide x 1924mm(75.75")high Unit Area: 2.03m2 (21.83 ftz) Upper Sash Size: 989mm(38.94")wide by 938mm(36.94")high - Lower Sash Size: 989mm(38.94")wide by 938mm(36.94")high Finish: White fiberglass exterior,bare wood interior (Test Units#4 ITDH 3076) Unit Size: 749mm(29.5")wide x 1924mm(75.75")high , Unit Area: 1.44m2 (15.52 ft2) Upper Sash Size: 684mm(26.94")wide by 938mm(36.94")high Lower Sash Size: 684mm(26.94")wide by 938mm(36.94")high Finish: White fiberglass exterior,bare wood interior . Infom�auon�d stafeneus m dus r�oR are denved&om marenal,mfom�ahon�d/or spec�fications fiumshed by ihe chan and exclude any exprssed orunpl�ed xart�hes as w the Smess offhe matenat tested or analy�d for auy paracul�p�¢pose oruse.l}us report�s the con6dmual pmperty ofo�v cLau ffid may not be used for advert�ngpuryoses'ilus report shall eot be repmduced e�ccept m fiill,vndmut wnttm approval ofilus laborazory'1Le raordmg offslse,fictiuous orfiauddeitstatements or enmes on tlus docmnmt may be pwushed as a felony�mder Federal Ststuas mcludmg Federal Law Title 16,Chapter47 Swrk Twm City Tesnng�s�operanng wvt of Stork Matmels Technology B V,Amsterdart�,'11�e Nethedands,wluch�s a member of t6e Stork group � ! ' _ , ti � ��OD U�� Materials Technoloqv Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 3'OF 11 DATE: 02/11/10 SAMPLE DESCRIPTION(CONT): � � (Test Units#5 ITDH 4268) Unit Size: 1054mm(41.5")wide x 1721mm(67.75")high Unit Area: 1.81m2 (19.53 ft2) Upper Sash Size: 989mm(38.94")wide by 684mm(26.94")high Lower Sash Size: 989mm(38.94")wide by 989mm(38.94")high Finish: White fiberglass exterior, bare wood interio'r (Test Units#6 ITDH 3068) Unit Size: 749mm(29.5")wide x 1721mm(67.75")high � Unit Area: 1.29m2 (13.88 ft2) . Upper Sash Size: 684mm(26.94")wide by 684mm(26.94")high � , Lower Sash,Size: 684mm(26.94")wide by 989mm(38.94")high Finish: White fiberglass exterior,bare wood interior , Glazing: , Unit 1 Glazing Material: The sash was glazed with nominal 17.5 mm(0.688")thick insulated glass comprised of a 3.1 mm(0.12")tempered exterior pane,a desiccant filled 7.5 mm(0.30")metal spacer system and a 6.9 mm(0.27") laminated interior sheet. The interior sheet was comprised of two 2.3 mm (0.09")annealed sheets and a 2.3 mm(0.09")PVB interlayer. Glazing Method: The glass was silicone glazed with Dow Corning 791 on the interior and exterior. The glazing bite was 16 mm(0.63"). The glass was backfilled around the perimeter with Dow Corning 791. � Unit2,3,4,5 &6: Glazing Material: The sash was glazed with nominal 17.Smm(0.69")thick � insulated glass comprised of a 3.lmm(0.12") annealed exterior pane,a _ desiccant filled 7.Smm(0.30")metal spacer system and-a 6.9mm(0.27") laminated interior sheet. The interior sheet was comprised of two 2.3mm(0.09") annealed sheets and a 2.3mm(0.09")PVB interlayer. Glazing Method: The glass was silicone glazed with Dow Corning 791 on the � interior and exterior. The glazing bite was 16mm(0.63"). The glass was backfilled around the perimeter with Dow Corning 791. Info�mahon�d statenmts m tivs r�ort are demed&om materiel,mfom�ahan and/or spenficahoas fiumshed by ihe che�t mmd acc]ude mry expressed oruvpLad wartannes as to ihe fimess ofthematenaltestedoranalyredformryparncWazpufposeoruse.l7vsreport�stheconfida�helpropeMyofo�uc6arcar�dmaynotlieusedforsdvernswgp�vposes ThtsrepoRsliallnotbe repmduced except m full,w�daut wntt�appmvel ofilus labo�afory 1Le recartUng of felse,Schhous orfr�dul�t smtematls or�tnes on dus doc��aU may be pimished ac afelo�imder Fedeial S1aNes mcludmg Federal IawTide 16,CLapter 47 Stork Tx�n C�ty TesCng�s m operawg wit of Smrk Marenels Technology B V,Amsterdazq The Nethed�ds,wlvch�s a member of tha Stork goup . � , . ' , ������ . � Materials Technology Stork Twin City Testing,Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 4 OF 11 DATE: 02/11/10 SAMPLE DESCRIPTION(CONT): , Frame Construction: The frame was comprised of fiberglass members on the exterior and wood on the interior. The fiberglass is mitered at the top joints and secured with two nylon corner keys in each corner and two #8 by 16mm(0.63") long screws in each corner key.Each corner key consists of one screw through the head jamb and one screw through the jamb into screw bosses in the corner key. The bottom corners of the fiberglass are butt joints with two nylon plugs in each jamb. Each nylon plug consists of one #8 by 44mm(1.75") screw through the sill and one#8 by 16mm(0.63") screw through the jamb into screw bosses in the plug. A wood head jamb,jamb and sill liner is snap fit to the interior of the fiberglass members. The wood sill liner is square cut to the width of the unit. The wood jamb liners are notched the same on both ends, and the butted corners are attached to the wood sill liner with one#16 by 13mm(0.50") crown by 38mm(1.50") long staple per corner. The wood head jamb liner is angled and butted to the wood jamb liners and attached with one #16 by 13mm(0.50") crown by 38mm (1.50") long staple per corner.A wood sill cover is fastened to the sill with a row of butyl and a vinyl barb. Sash Construction: The sash was comprised of fiberglass on the exterior and wood on the interior. The fiberglass members are mitered at both ends. The fiberglass is secured with a nylon corner key and injected with hot melt as the adhesive. The wood is cut with half lap joints and is secured with two Smm (0.19") by lOmm (0.38") staples per corner. The wood and fiberglass are attached with 13mm(0.50")by lmm(0.031")glazing tape. - Frame Reinforcement: No reinforcement Sash Reinforcement: A rigid vinyl extruded stiffener was inserted into top rail of the lower-sash and bottom rail of upper sash. Screen Construction: The frame of the screen is extruded aluminum;the mesh screen is fiberglass, and the spline is extruded plastic. T'he screen is constructed of four frame members held together by nylon corner keys with the mesh screen stretched across and held in place by the spline. , Tnfom�anon mid smt�e�u m dus r�ort aza denved from matenel,mfortnahon and/or spec�66caaons fum�shed by the cha�t and esclude�y exprased or wpLed wur�ees as ro the Smess oflhematenaltestedor�alyzedformryparticularpmposeoruselfiureport�sthecon6da�halpmpe4yofourcLart�dmaynotbeusedforaAveA�9ngp�vposas Ttusreportshallnotbe repmduced except in fiill,wit�ut wntt�appmval ofdvs laborstory'Ihe ceco�ng of false,6chnouc or&midd�tstatemem or entnes on dvs doamian may be p�shed as a felony imder Fedeial Statues includmg Federal Law Tida 18,Chapter 47 Stork Twm C�ty Teshng�s en opelanng wut of Stork Matenals Technology B V,Amsterdarn,lfie Nethedands,wluch�s a member of the Stork group a , ► ������ Materials Technoloav � Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 5 OF 11 DATE: 02/11/10 SAMPLE DESCRIPTION(CONT): . WeatherstriUpinS: Description uanti Location Foam filled bulb 0.366"diameter 4 rows On jamb liner contacting the outside stile of the sash Eoam filled leaf 0.17"x 0.662" 1 row On bottom rail of lower sash contacting � the frame sill Two piece vinyl interlock 1 Meeting rail Vinyl Fin 1 Row Head parting stop Hardware• Description uanti Location Sweep lock and keeper 2 Meeting rail (iJnits 1,2,3,5) - Sweep lock and keeper 1 Meeting rail (LJnits 4,6) Sash pivot pins 4 Bottom corners of each sash �Balance tubes 4 Two per jamb Tilt latches 4 Two on top of each sash Installation: Nailing Fin w/Installation Clip Installation: (units#1,#2,#4,#5,#6) The window was installed within a wood test buck. The vinyl nailing fin was secured to the buck with S lmm(2")galvanized roofing nails spaced 102mm(4") to 152mm(6")from each corner and 203mm(8")on center. The unit was additionally secured with installation clips on the jambs and head jamb and construction adhesive on the sill. The installation clips were spaced 203mm(6") from each corner and a maximum of 457mm(18")per side. The clips were attached to the unit with three#7 by 16mm(0.63") screws and to the buck with three(3)#8 by 32mm(1.25") screws. 5tructural Bracket Installation: (unit#3) The window was installed within a wood test buck. Structural brackets are attached to the wood frame with two (2) #7 by 16 mm (0.63") screws and to the buck with two (2) #8 by 41 mm(1.63") screws. The unit was additionally secured with construction adhesive on tlie sill. Infom�auon�d smtan�ts m ilus rqiort are darved&om matenel,mfocmahon�d/or spec�fificatons fimushad by ihe chait and exclude arry expressed or�mpLed wartannes as ro the Smess ofthematenaltestedor�aly�edfararryparhcularpwposearuse.l}usr�oitutheconSd�tialproperiyofoi¢d��tffidmaynotbeusedforadvatlsmgpiuposes Tivsreportshallnotbe r�mduced exc�t m fiill,widwut wntta�appmval of ilus laborazory 1fie rarordmg of felse,fichuou4 or frm�ddeit smiemaus m e�tries on tlus doc�vnrnt may be p�m�s6ed as a felo��mder Federal Sratuas mcludwg Federal Iaw T�de 18,Chapter 47 Stork Txw C�ry Tesnng�s an operanng�aut of Srork Matenels Technology B V,Amsterdam,lfie Netherl�ds,wluch is a member of the Stork group . � � . ������ Materials TechnologY Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 6 OF 11 DATE: 02/11/10 TEST RESULTS ASTM E1996,E1886: TEST SEQUENCE: a. Missile Impact b. Positive Cyclic Load c. Negative Cyclic Load IMPACT TEST: (Missile Level D,Wind Zone 3) Missile Species:Douglass Fir Missile Weight: 4173 grams(91bs 2 oz.) Missile Length: 2.48 m(8'-1.75") Conditioning Temperature: 21°C(70.6°F)>4 hours The specimens tested meet or exceed the Pass/Fail Criteria of ASTM 1996-06 Para. 7 TEST UNIT#1-PASS Specimen 1: Jamb Nailing Fin w/Installation Clip Installation Missile Velocity : 15.36 mps (50.4 fps) longitudinal axis -<5° Observations:No rips,tears or separations Impact Location : x axis—457mm(18.00") � y axis—432mm(17.00") TEST UNIT#2-PASS Specimen 2: Nailing Fin w/Installation Clip Installation: Missile Velocity: : 15.30 mps (50.2 fps) longitudinal axis -<5° Observations:No rips,tears or separations � Impact Location:x axis— 152mm(6.00") y axis—711mm(28.00") Infom�a6on ar�d statemerts m tlus report aza denved from matenal,u�fom�ahon and/or speci5cahons fwmshed by the chmt and exclude mry expressed or rmpLed wuian6es as to 16e fitness ofthe matenal tested or analyzed for arry parecular pucpose or use.Tlus r�ort�s the conSda�Lal pmpe�ty ofo�a eL�t mid may not be used for advemsmg p�vposes'Itus report sfixl(nat 6e rzpmduoed exc�t m fiill,w�tirout wnttei appmval oftius]aboretory Tt�e recordu�g of false,Hc¢hous or frmidulait statemavs oz a�mes on dus donm��t may be pmushed as a felo��mder Federal Statues mcludmg Federal Iaw Tide I8,Chaptec47 Stork Twm C�ty TesGng�s an operahag�uut of Stork Matenals Technology B V,Amsterdam,The Nethedands,wlvch�s a member of the Stork group . + l .1 . 7a`•� ������ Materials Technology Stork Twin City Testing Corporation PROJECT NiTMBER: 113-09643.1 rev 1 PAGE: 7 OF 11 DATE: 02/11/10 TEST RESULTS (CONT�: TEST U1vIT#3-PASS Specimen 3: Structural Bracket Installation Missile Velocity: 15.33 mps (50.3 fps) longitudinal axis -<5° , Observations:No rips,tears or separations Impact Location:x axis—762mm(30.00") y axis— 152mm(6.00") � TEST UNIT#4-PASS Specimen 4: Jamb Nailing Fin w/Installation Clip Installation Missile Velocity: : 15.42 mps (50.6 fps) longitudinal axis -<5° Observations:No rips,tears or separations Impact Location:x axis—457mm(18.00") y axis— 152mm(6.00") a TEST UIVIT#5-PASS Specimen 5: Jamb Nailing Fin w/Installation Clip Installation Missile Velocity: : 15.27 mps(50.1 fps) longitudinal axis -<5° Observations:No rips,tears or separations Impact Location:x axis—445mm(17.50") �' y axis—445mm(17.50") TnfomiaLon mmd sfat�eits�n dus report are denved from matenal,mfomisnon ancUor spmScabons fimushed by the cha�t az�d exclude any expressed or�cnphed wairanhes as to 16e Smess oFthematec�altestedormialy�edformryparnculazpiuposeoruse.Ttusreport�sthewn6dai�alpropertyofourcLartm�dmaynotbeusedforadvecri9ngpucposes ltusr�ortshallnotbe reproduced exc�t m fWl,w�d�out wntte�approval of dus laborstory 1fie reco�du�g offalse,fic6hous or Gauduleit statemems or enmes on tlus documeit may be pmushed as a felo�ry�mder Federal Statues mcludmg Federal Iaw Tide 18,Chapter 47 Stork Twia Gry Tesnng is an operatmg iaut of Stork Matena(s Tectmology B V,Amsterdam,The Netherlands,wlvch�s a member of the Stork group � , � f. ������ Materials Technoloqy Stork Twin Ciiy Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 8 OF 11 DATE: 02/11/10 TEST RESULTS (CONT�: TEST U1�TIT#6-PASS Speeimen 6: Jamb Nailing Fin w/Installation Clip Installation Missile Velocity: : 15.33 mps (50.3 fps) longitudinal axis-<5° Observations:No rips,tears or separations Impact Location:x axis—457mm(18.00") y axis— 152mm(6.00") � TEST RESULTS (CON'I�: CYCLIC LOAD TEST: � The specimens tested meets or exceed the Pass/Fail Criteria of ASTM 1996-06 Para. 7 CYCLIC TEST PRESSURE: (Pa);n=Pmax=2640 PA(55 ps� (Pd)oat=Pmax=3120 PA(65 ps� Test Units#1 POSITIVE #OF INWARD ACTING CYCLES/STAGE 0.2P-O.SP O.OP-0.6P O.SP-0.8P 0.3P-1.OP 528— 1320 PA 0- 1584 PA 1320—2112 PA 792—2640 PA (11 -27.5 s 0-33 s (27.5-44 sfj (16.5-55 s 1.0 Seconds 2.1 Seconds 1.3 Seconds 2.0 Seconds 3500 300 600 100 NEGATIVE #OF OUTWARD ACTING CYCLES/STAGE 0.3P-1.OP O.SP-0.8P O.OP-0.6P 0.2P-O.SP 936—3120 PA 1560—2496 PA 0- 1872 PA 624— 1560 PA 19.5-65 s 32.5-52 s 0-39 s 13-32.5 s 2.4 Seconds 1.5 Seconds 2.0 Seconds 1.2 Seconds 50 1050 50 3350 Infom�ahon�d sfafeme�ts m dvs r�ort are denved from matenal,mfom�ahon and/or speaficaUore fum�shed Iry ihe chert a�d exclude any expressed or vnphed wanannes as W il�e Stness ofthe matenal tested ar m�alyred for�y parnculaz purpose or use.l7us report is the wnSdaival propeny of o�u cLart and may not be used for adverosmgpwposes I}us r�ort shall nat be repmducedexceptmfWl,w�dmutwnttmapprovalofdvslabordtory 1liareco�ngoffalse,6chhousorfi�dda�tstatememsormmesonilusdo�wnartmaybepmushedasafeloiryimder Federal Staiues mcludmg Federal IawTide 18,Chapter 47 Stork Twm C�ty Tesung�s an opelatmg wut of Stork Matenals Technolo�B V,An�sterdam,l7ie Nethed�ds,wlvch�s a member of tha Srork group , � - �i'- � ������ Materials Technology Stork Twin City Testing Corporation PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 9 OF 11 DATE: 02/11/10 TEST RESULTS (CONT1: -- Test Units#2 &#3 POSITIVE - #OF INWARD ACTING CYCLES/STAGE 0.2P-O.SP O.OP-0.6P O.SP-0.8P 0.3P-1.OP 528— 1320 PA 0- 1584 PA 1320—2112 PA 792—2640 PA 11 -27.5 s 0-33 s (27.5-44 s 16.5-55 s 1.1 Second 1.6 Seconds 1.5 Seconds 2.0 Seconds 3500 300 600 100 NEGATIVE #OF OUTWARD ACTING CYCLES/STAGE 0.3P-1.OP O.SP-0.8P O.OP-0.6P 0.2P-O.SP 936—3120 PA 1560—2496 PA 0- 1872 PA 624— 1560 PA 19.5-65 s 32.5-52 s 0-39 s 13-32.5 s 3.0 Seconds 1.0 Seconds 1.9 Seconds 1.3 Seconds 50 1050 50 3350 Test Units#4&#6 � POSITIVE #OF INWARD ACTING CYCLES/STAGE 0.2P-O.SP O.OP-0.6P O.SP-0.8P 0.3P-1.OP 528— 1320 PA 0- 1584 PA 1320—2112 PA 792—2640 PA 11 -27.5 s 0-33 s 27.5-44 s 16.5-55 s 1.0 Seconds 2.0 Seconds 1.5 Seconds 2.0 Seconds � 3500 300 600 100 NEGATIVE #OF OUTWARD ACTING CYCLES/STAGE 0.3P-1.OP O.SP-0.8P O.OP-0.6P 0.2P-O.SP 936—3120 PA 1560�—2496 PA 0- 1872 PA 624— 1560 PA 19.5-65 s (32.5-52 s 0-39 s 13-32.5 s 3.0 Seconds 1.0 Seconds 3.0 Seconds 1.2 Seconds 50 1050 50 3350 Infom�ahon�d sfatanarts m tlus report ere denved from mafenel,mfom�ahon�d/or spep6caLons furtushed by the d�art mid exclude mry expressed or u�Led wanmmtes as w the 5mess ofthematenaltestedorm�elysdfozmrypacrtculapivposeorusaTlvsc�ort�slheconSda�halpropeclyofourcL�t�dmaynotbeusedfioradvemsmgpurposes 11�isr�ortsLallnotbe reproduced except m full,w�dmut wntt�appmval of dtis laboratory'1}�e recordu�g of false,ficRuaus orfrm�dul�tslatem�ts or e�mes on tlus doamiert may be pi¢ushed u a felmry�mder Federal Statues mcludmg Fedcral Iaw Tide 18,Chapter 47 Srork Twm City Tesnng ts an operatwg wut of Stork Matenals Technology B V,Amsterdam,Tha Nethed�ds,wL�ch�s a member of ffie Stork group � , � _� ������ Materials Technology Stork Twin City Testing Corporation � PROJECT NUMBER: 113-09643.1 rev 1 PAGE: 10 OF 11 DATE: 02/11/10 TEST RESULTS (CONT�: Test Units#5 POSITIVE #OF INWARD ACTING CYCLES/STAGE 0.2P-O.SP O.OP-0.6P O.SP-0.8P 0.3P-1.OP 528— 1320 PA 0- 1584 PA 1320—2112 PA 792—2640 PA 11 —27.5 s 0—33 s 27.5—44 sfj 16.5—55 s 1.0 Seconds 1.5 Seconds 1.0 Seconds 1.5 Seconds 3500 300 600 100 NEGATIVE #OF OUTWARD ACTING CYCLES/STAGE 0.3P-1.OP O.SP-0.8P O.OP-0.6P 0.2P-O.SP 936—3120 PA 1560—�2496 PA 0- 1872 PA 624— 1560 PA 19.5-65 s 32.5-52 s 0-39 s 13-32.5 s 1.5 Seconds 1.0 Seconds 2.0 Seconds 1.0 Seconds 50 1050 50 3350 Remarks: The sample was inspected carefully upon completion of the cyclic test for failures.None were found. As such,this window was found to satisfy the cyclic test requirements of ASTM 1886-OS and the Pass/Fail Criteria in AST'M 1996-06 Para.7. General Note: PA=PSF x 48.00 TEST PROCEDURE: The tests were conducted in accordance with ASTM test procedures and the results were compared to the performance requirements. WITNESSES: The following were present during all or part of the testing: Shane Lewis , Stork Twin City Testing Scott Lemke Marvin Windows Brent Winter Marvin Windows Cory Hoyt Marvin Windows Casey Perlichek Marvin Windows Monty Waggoner Marvin Windows Tnformahon�d shatm�mts m dus r�ort are denved&om matenal,mfom�ahon and/or�ficahons fumished by the cLert and ecclude azry expressed or uuphed wacranues as to the Slness oflhecnatenaltestedoranalyudformryparhculazpivposeoruse.TtusrepoR�stheconfidmhalpmpertyofoiv�liartm�dmaynatbeusedforadverttsmgpufposes 1lusreportsfiallnotbe repmduced except m fiill,without wnttei appmvel of dvs laboratory'Ihe remrdmg of false,Sch4ous or frauddent shatemam or aimes on th�s doc�vnert may be pmushed as afeloiry�mder Federal Statues mcludmg Fedecal LawT�de 18,Chapter 47 Stork Twm C�ty Tesang�s en operanng ucut of Srork Matenals Technology B V,Amsterdam,T6e Nethert�ds,wlvch�s a member of the Stork group + , � � , Architectural Testing Reference Project Window#'s- 106& 108T ASTM E 1886 and ASTM E 1996 TEST REPORT Report No.: A7442.01-201-47 Rendered to: INTEGRITY FROM MARVIN WINDOWS AND DOORS West Fargo, North Dakota PRODUCT TYPE: Fiberglass Clad Wood Awning Window with Impact Glazing SERIES/MODEL: Integrity Wood Ultrex IMPACT Awning-IZ3 Test Dates: 02/07/11 Through: 02/09/11 Report Date: 03/16/11 Report Revision Date: 10/04/11 . Test Record Retention End Date: 02/07/15 t � . : �� Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 A�chitectural,-Testing� Test Record Retention End Date: 03/14/15 � Page 1 of 19 1.0 Report Issued To: Integrity from Marvin Windows and Doors 1320 9th Street NE West Fargo,North Dakota 58078 2.0 Test Laboratory: Architectural Testing,Inc. 849 Western Avenue N St.Paul,Minnesota 55117 651-636-3835 3.0 Project Summary: 3.1 Impact Test Plan#: 04-121610 3.2 Product Type: Fiberglass Clad Wood Awning Window with Impact Glazing 3.3 Series/Model: Integrity Wood Ultrex IMPACT Awning-IZ3 3.4 Compliance Statement: Results obtained are tested values and were secured by using the designated test methods. The samples tested met the performance requirements set forth in the referenced test procedures for a +2640 / -3120 Pa (+55.0/-65.0 ps fl Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. 3.5 Test Dates: 02/07/11 -02/09/11 - 3.6 Test Location: Integrity from Marvin Windows and Doors test facility in West Fargo,� North Dakota. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories". 3.7 Test Sample Source: The test specimens were provided by the client. Representative samples of the test specimens will be retained by Architectural Testing for a minimum of four years from the test completion date. ' 3.8 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimens reported herein. Test specimen construction was verified by Architectural Testing per the , drawings located in Appendix B. Any deviations are documented herein or on the drawings. 3.9 List of Official Observers: Name CompanX Monty Waggoner Integrity from Marvin Windows and Doors Eric J.Schoenthaler Architectural Testing,Inc. ' www.archtest.com � t � �• Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 _ Report Revision Date: 10/04/11 Architectura'I Testing• Test Record Retention End Date: 03/14/15 Page 2 of 19 4.0 Test Specifications: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls,Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes 5.0 Test Specimen#1 and#2 Description: 5.1 Product Sizes: Overall Area: Width Hei ht . _ 1.5 mZ (15.7 ftz) millimeters inches. millimeters Overall size 1219 48 1197 � 47-1/8 Sash 1176 46-5/16 - 1154 � 45-7/16 5.2 Glazing: Glass Spacer Type Interior Exterior Lite Glazing Method T e Lite 6.9 mm (0.271") laminated, The glass was silicone glazed Desiccant comprised with Dow Corning 791 on the m$m filled 2 3 mm 3.9 mm interior and exterior. The glass „ stainless was backfilled around the (0.708 ) steel box annealed tempered perimeter with Dow Corning IG spacer sheets and 791. � a 2.3 mm (0.090") SGP innerla er Location Quantity Da li ht O enin Glass Bite millimeters inches Sash 1 1087 x 1064 42-11/16 x 41- 16 mm 7 8 5 8" www.archtest.com c 9 Test Report No.: A7442.01-201-47 Report Date: 04/11/11 _ Report Revision Date: 10/04/11 A�chitectural Testing Test Record Retention End Date: 03/14/15 Page 3 of 19 5.0 Test Specimen#1 and#2 Description: (Continued) 5.3 Hardware: Descri tion Quantity Location Hinges 2 Top of both sash stiles. Scissor-arm roto-operator 1 Sill. Multi point lock and keepers Lock was on jambs and keepers on sash with sin le actuator 2 s aced 127 mm 5" from the sill. Concealed snubbers 1 Midspan head jamb with corresponding mate on sash to rail. 6.0 Installation: Test Specimen #1: The specimen was installed into a Spruce-Pine-Fir wood buck. � The rough opening allowed for a 13 mm (1/2") shim space. The exterior perimeter of the window was sealed with silicone sealant. Location Anchor Descri tion Anchor Location Through nail fin 102 mm to 152 Perimeter 2"roof nails mm [4" to 6") from each corner and spaced 203 mm (8") on center. The trim boards covered the nail flange and were secured to Perimeter 1 x 4 trim boards the wood buck with three #8 x 2-1/2" screws 152 mm (6") from each end and mids an. Installation brackets were secured to the frame with three Head jamb #7 x 5/8" screws and to the and jambs I,nstallation clips buck with three #8 x 1-1/4" screws. The clips were 152 mm (6") from each corner spaced and 457 mm 18" on center. Sill Construction adhesive The sill was set atop a bed of construction adhesive. www.archtest.com ; � Test Report No.: A7442.01-201-47 � , Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Testing Test Record Retention End Date: 03/14/15 Page4of19 6.0 Test Specimen#1 and#2 Description: (Continued) 6.0 Installation: (Continued) Test Specimen #2: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 6 mm (1/4") shim space. The unit had a 16 mm (5/8") thick by 64 mm (Z-1/2") filler board attached to the perimeter prior to masonry brackets. The filler board was attached to the frame with structural adhesive and #8 x 1=1/4" sheet rock screws 22 mm (7/8") from the interior edge spaced 254 mm (10") from each end and 305 mm (12") on center. The exterior perimeter of the window was sealed with sealant. Location Anchor Description Anchor Location Structural brackets are attached to the filler board with two #7 x 5/8" screws and to the buck with two Perimeter Structural brackets #8 x 1-5/8" screws 152 mm (6") from each end and spaced 304 mm 12" on center. - 7.0 Test Specimen#3 and#4 Description: 7.1 Product Sizes: ' Overall Area: Width Hei ht 0.7 m2 (10.7 ftz) millimeters inches millimeters Overall size 813 32 1197 47-1/8 - Sash 770 30-5/16 1154 45-7/16 � 7.2 Glazing: � Glass Interior Exterior T e Spacer Type Lite Lite Glazing Method 6.9 mm (0.271") laminated, Desiccant comprised The glass was silicone glazed with 17'8 filled of two Dow Corning 791 on the interior mm 2.3 mm 3.1 mm and exterior. The glass was „ stainless (0.699 ) annealed tempered backfilled around the perimeter IG steel box sheets and with Dow Corning 791. spacer a 2.3 mm (0.090") � PVB innerla er � www.archtest.com , �a- Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Test9ng Test Record Retention End Date: 03/14/15 Page 5 of 19 7.0 Test Specimen#3 and#4 Description: (Continued) 7.2 Glazing: (Continued) Location Quantity Dayli ht 0 enin Glass Bite millimeters inches Sash 1 679 x 1064 26-11/16 x 41- 16 mm 78 58" 7.3 Hardware: Descri tion Quantity Location - Hinges 2 Top of both sash stiles. Scissor-arm roto-operator 1 Sill. Lock and keepers 2 Lock was on jambs and keepers on sash s aced 127 mm 5" from the sill. Concealed snubbers 1 Midspan head jamb with corresponding mate on sash to rail. 8.0 Installation: �Test Specimen #3: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 13 mm (1/2") shim space. The exterior perimeter of the window was sealed with silicone sealant. ' Location Anchor Descri tion Anchor Location Through nail fin 102 mm to 152 Perimeter 2"roof nails mm (4" to 6") from each c�orner and spaced 203 mm (8 ) on center. The trim boards covered the nail flange and were secured to Perimeter 1 x 4 trim boards the wood buck with three #8 x 2-1/2" screws 152 mm (6") from each end and mids an. Installation brackets were secured to the frame with three Head jamb #7 x 5/8" screws and to the and jambs Installation clips buck with three #8 x 1-1/4" screws. The clips were 152 mm (6") from each corner spaced and 457 mm 18" on center. Sill Construction adhesive The sill was set atop a bed of construction adhesive. www.archtest.com �• Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Test9ng Test Record Retention End Date: 03/14/15 Page 6 of 19 8.0 Test Specimen#3 and#4 Description: (Continued) 8.0 Installation: (Continued) Test Specimen #4: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 6 mm (1/4") shim space. The unit had a 16 mm (5/8") thick by 64 mm (2-1/2") filler board attached to the perimeter prior to masonry brackets. The filler board was attached to the frame with structural adhesive and #8 x 1- 1/4" sheet rock screws 22 mm (7/8") from the interior edge spaced 254 mm (10") from each end and 305 mm(12") on center. The exterior perimeter of the window was sealed with sealant. Location Anchor Descri tion Anchor Location ' Structural brackets are attached to the filler board with two #7 x Perimeter Structural brackets 5/8" screws and to the buck- with two #8 x 1-5/8 screws 152 mm (6") from each end and s aced 304 mm 12" on center. . 9.0 Test Specimen#5 and#6 Description: 9.1 Product Sizes: Overall Area: Width Hei ht 0.7 m2 (10.7 ftz) millimeters inches millimeters Overall size 813 32 1197 47-1/8 Sash 770 30-5/16 1154 45-7/16 9.2 Glazing: Glass Spacer Type Interior Exterior Lite Glazing Method T e Lite 6.9 mm (0.271") � laminated, The glass was silicone glazed Desiccant comprised with Dow Corning 791 on the 17'8 filled of two interior and exterior. The glass mm 2.3 mm 3.1 mm „ stainless was backfilled around the (0.699 ) steel box annealed annealed perimeter with Dow Corning IG spacer sheets and 791 a 2.3 mm (0.090") PVB innerla er www.archtest.com � � Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 A�chitectural,Testing� Test Record Retention End Date: 03/14/15 Page 7 of 19 9.0 Test Specimen#5 and#6 Description: (Continued) . 9.2 Glazing: (Continued) Location Quantity Da li ht O enin Glass Bite millimeters - inches Sash 1 679 x 1064 Z6-11/16 x 41- 16 mm 78 58" 9.3 Hardware: � Descri tion Quanti Location Hinges 2 Top of both sash stiles. Scissor-arm roto-operator 1 Sill. Lock and keepers 2 Lock was on jambs and keepers on sash s aced 127 mm 5" from the sill. Concealed snubbers 1 Midspan head jamb with corresponding mate on sash to rail. 10.0 Installation: Test Specimen #5: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough openirig allowed for a 13 mm (1/2") shim space. The exterior perimeter of the window was sealed with silicone sealant. Location Anchor Descri tion Anchor Location Through nail fin 102 mm to 152 Perimeter 2"roof nails mm (4" to 6") from each c�orner and spaced 203 mm (8 ) on center. ' The trim boards covered the nail flange and were secured to Perimeter 1 x 4 trim boards the wood buck with three #8 x 2-1/2" screws 152 mm (6") ' from each end and mids an. Installation brackets were secured to the frame with three Head jamb � #7 x 5/8" screws and to the and jambs Installation clips buck with three #8 x 1-1/4" screws. The clips were 152 mm (6") from each corner spaced and 457 mm 18" on center. . Sill Construction adhesive The sill was set atop a bed of construction adhesive. � www.archtest.com ` � � Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 A�chitec'tura'I Testing� Test Record Retention End Date: 03/14/15 Page 8 of 19 10.0 Test Specimen#5 and#6 Description: (Continued) 10.0 Installation: (Continued) Test Specimen #6: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 6 mm (1/4") shim space. The unit had a 16 mm (5/8") thick by 64 mm (2-1/2") filler board attached to the perimeter prior to masonry brackets. The filler board was attached to the frame with structural adhesive and #8 x 1- 1/4" sheet rock screws 22 mm (7/8") from the interior edge spaced 254 mm(10") from each end and 305 mm(12") on center. The exterior perimeter of the window was sealed with sealant. Location Anchor Descri tion Anchor Location . , Structural brackets are attached - to the filler board with two #7 x 5/8" screws and to the buck Perimeter Structural brackets With two #8 x 1-5/8" screws 152 mm (6") from each end and s aced 304 mm 12" on center. 11.0 The following descriptions apply to all specimens 11.1 Frame Construction: Frame Member Material Descri tion ' � Exterior was fiberglass, interior was wood. All Fiberglass/wood Interior wood members were snap-fit into exterior fiber lass members. Joinery T e Detail � Secured with nylon corner keys, sealed with � Fiberglass Miter silicone and secured with two #8 x 5/8" screws. Wood Butt/miter Secured with three 1/2"x 1-1/2"staples. www.archtest.com � Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 A�chitectural Testing� Test Record Retention End Date: 03/14/15 Page 9 of 19 11.0 The following descriptions apply to all specimens � 11.2 Sash Construction: Sash Member Material Descri tion Exterior was fiberglass, interior was wood. All Fiberglass/wood Interior wood members were attached to the exterior fiberglass members with 1/2" glazing ta e. Joinery T e Detail Fiberglass Miter Secured with a nylon corner key and injected with hot melt. Wood Half lap Secured with two 3/8" staples. 11.3 Weatherstripping: Descri tion Quanti Location Hollow vinyl bulb 1 Row Sash perimeter. Foam filled bulb 1 Row Frame perimeter. 11.4 Drainage: No drainage was utilized. 11.5 Reinforcement: No reinforcement was utilized. www.archtest.com �► Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Testing Test Record Retention End Date: 03/14/15 ' Page 10 of 19 12.0 Test Results: The results are tabulated as follows: ASTM E 1886,Large Missile Impact Conditioning Temperature: 20°C (68°F) Missile Weight: 4309 g(9.51bs) Missile Length: 2362 mm (93") Muzzle Distance from Test Specimen: 4.9 m (16') Test Unit#1: Orientation within±5° of horizontal Im act#1: Missile Veloci : 15.2 m s 49.8 f s Impact Area. Lower right glazing corner. Missile hit target area; deglazed 203 mm (8") along Observations: bottom rail and 178 mm 7" alon stile. Results: Fail Test Unit#1: (Retest): Orientation within±5°of horizontal Im act#1: Missile Veloci : 15.2 m/s (49.8 f s Impact Area: Lower right glazing corner. Observations. Missile hit target area; 102 mm (4") deglazing along sill. Results: Fail Test Unit#2: Orientation within±5° of horizontal Im act#1: Missile Velocity: 15.2 m s 49.8 f s Impact Area: Center of glazing. � Observations: Missile hit target area;no rips,tears or penetrations. Results: Pass Te�t Unit#3: Orientation within±5° of horizontal Im act#1: Missile Veloci : 15.1 m s (49.7 fps Impact Area: Upper left glazing corner. Missile hit target area; 10 mm (3/8") by 2 mm Observations: 1 16" s lit in laminate. Results: Pass www.archtest.com � - Test Report No.: A7442.01-201-47 � � Report Date: 04/11/11 . Report Revision Date: 10/04/11 A�chitectural Testing Test Record Retention End Date: 03/14/15 Page 11 of 19 12.0 Test Results: (Continued) ASTM E 1886,Large Missile Impact � Conditioning'Temperature: 20°C (68°F] Missile Weight: 4309 g(9.51bs) ' Missile Length: 2362 mm (93") Muzzle Distance from Test Specimen: 4.9 m (16') Test Unit#4: Orientation within±5° of horizontal Im act#1: Missile Veloci : 15.1 m s 49.7 f s Impact Area: Lower right glazing corner. _ Observations: Missile hit target area;no rips,tears or penetrations. Results: Pass Test Unit#5: Orientation within±5°of horizontal - Im act#1: Missile Veloci : 15.2 m s 49.9 s Impact Area: Center of glazing. Observations: Missile hit target area; no rips,tears or penetrations. � Results: Pass Test Unit#6: Orientation within±5° of horizontal Im act#1: Missile Veloci : 15.1 m s 49.5 s Impact Area. Upper left glazing corner. Observations: Missile hit target area;no rips,tears or penetrations. Results: Pass ' www.archtest.com , . , � Test Report No.: A7442.01-201-47 � _ Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Testing Test Record Retention End Date: 03/14/15 ' Page 12 of 19 12.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#1 Design Pressure: +2640/-3120 Pa (+55.0/-65.0 psf� POSITIVE PRESSURE , Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 2.0 No rips,tears or penetrations 11.0 to 27.5 0 to 1585 300 2.0 No rips,tears or penetrations 0 to 33.0 1320 to 2110 600 2.0 No rips,tears or penetrations 27.5 to 44.0 795 to 2640 100 2.0 No rips,tears or penetrations 16.5 to 55.0 - NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2495 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass Note: Test Specimens#1, #2, #3 and#4 were cycled in a common chamber. www.archtest.com �.• , Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 1.0/04/11 A�chitectural Testing� . Test Record Retention End Date: 03/14/15 Page 13 of 19 12.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling � Test Unit#2 Design Pressure: +2640/-3120 Pa (+55.0/-65.0 ps� - POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 2.0 No rips,tears or penetrations 11.0 to 27.5 . 0 to 1585 300 2.0 No rips,tears or penetrations , 0 to 33.0 1320 to 2110 600 2.0 No rips,tears or penetrations 27.5 to 44.0 795 to 2640 100 , 2.0 No rips,tears or penetrations 16.5 to 55.0 NEGATIVE PRESSURE � Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 � 1560 to 2495 1050 2.0 No rips,tears or penetrations � 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass Note: Test Specimens#1, #2, #3 and#4 were cycled in a common chamber. � www.archtest.com , Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural Testing Test Record Retention End Date: 03/14/15 Page 14 of 19 12.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#3 Design Pressure: +2640/-3120 Pa (+55.0 /-65.0 ps� POSITIVE PRESSURE Pressure Number of Average � , Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 2.0 No rips,tears or penetrations 11.0 to 27.5 0 to 1585 300 2.0 No rips,tears or penetrations • 0 to 3 3.0 1320 to 2110 600 2.0 No rips,tears or penetrations 27.5 to 44.0 795 to 2640 100 2.0 No rips,tears or penetrations 16.5 to 55.0 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s ' seconds 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2495 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 - ' 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass � Note: TestSpecimens#1, #2, #3 and#4 were cycled in a common chamber. www.archtest.com �. � Test Report No.: A7442.01-201-47 , � ; Report Date: 04/11/11 Report Revision Date: 10/04/11 Architectural,Testing Test Record Retention End Date: 03/14/15 Page 15 of 19 12.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling� , Test Unit#4 ; Design Pressure: +2640/-3120 Pa (+55.0/-65.0 ps� , POSITIVE PRESSURE Pressure �umber of Average Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 2.0 No rips,tears or penetrations 11.0 to 27.5 0 to 1585 300 2.0 No rips,tears or penetrations 0 to 3 3.0 1320 to 2110 600 2.0 No rips,tears or penetrations � 27.5 to 44.0 795 to 2640 100 2.0 ' No rips,tears or penetrations 16.5 to 55.0 � NEGATIVE PRESSURE Pressure Number of Average - Range Cycles Cycle Time Observations Pa s seconds 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2495 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass • � Note: TestSpecimens#1, #2, #3 and#4 were cycled in a common chamber. www.;archtest.com �� , Test Report No.: A7442.01-201-47 � , Report Date: 04/11/11 Report Revision Date: 10/04/11 �A�chitectural Testing Test Record Retention End Date: 03/14/15 , Page 16 of 19 12.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#5 Design Pressure: +2640/-3120 Pa (+55.0/-65.0 ps� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 1.6 No rips,tears or penetrations � 11.0 to 27.5 0 to 1585 300 1.6 No rips,tears or penetrations 0 to 33.0 1320 to 2110 600 1.8 No rips,tears or penetrations 27.5 to 44.0 795 to 2640 16.5 to 55.0 100 1.6 No rips,tears or penetrations NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 935 to 3120 50 3.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2495 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass Note: TestSpecimens#S and#6 were cycled in a common chamber. www.archtest.com �;• Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 A�chitectural Testing Test Record Retention End Date: 03/14/15 Page 17 of 19 12.0 Test Results: (Continued) � ASTM E 1886,Air Pressure Cycling Test Unit#6 Design Pressure: +2640/-3120 Pa (+55.0/-65.0 ps� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 530 to 1320 3500 1.6 � No rips,tears or penetrations 11.0 to 27.5 0 to 1585 300 1.6 No rips,tears or penetrations 0 to 3 3.0 1320 to 2110 600 1.8 No rips;tears or penetrations 27.5 to 44.0 795 to 2640 100 1.6 No rips,tears or penetrations 16.5 to 55.0 NEGATNE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 935 to 3120 50 3.0 No rips,tears or penetrations 19.5 to 65.0 - 1560 to 2495 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations . 0 to 39.0 625 to 1560 � 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass Note: Test Specimens#5 and#6 were cycled in a common chamber. ' www.archtest.com • � Test Report No.: A7442.01-201-47 � � Report Date: 04/11/11 _ Report Revision Date: 10/04/11 A�chitectural Testing� Test Record Retention End Date: 03/14/15 Page 18 of 19 General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. 2.0 Test Equipment: Cannon: Constructed from steel�piping utilizing compressed air to propel the missile Mis�ile: 2x4 Douglass Fir Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were not used to seal against air leakage during structural testing. The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. � If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimens can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. - For ARCHITECTURAL TESTING,Inc. w--"_ � I = .�,, �(� ---..� �_.__� Digifalty S�gned by:Eric Schoenfhaler Dig'�Ity Sigrred by:Daniel A Johnso Eric J.Schoenthaler Daniel A.Johnson Project Manager Director-Regional Operations E1s/�b Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: WDMA Submittal Form(2) Appendix-B: Drawings(19) Appendix-C: Installation Guidelines(18) Tliis report prod�uced�rom controlled documien�template ATI 00498,issued�2/28/11. _ www.archtest.com + �� Test Report No.: A7442.01-201-47 � Report Date: 04/11/11 Report Revision Date: 10/04/11 �A�chitectural Testing Test Record Retention End Date: 03/14/15 Page 19 of 19 Revision Log Rev.# Date Page(s) Revision(s) 1 10/04/11 Appendix C Attached Installation Guidelines. Report submitted to AMS. www.archtest.com . �t ' Test Report No.: A7442.01-201-47 :� Report Date: 03/16/11 Report Revision Date: 10/04/11 .A�chitecfural Testing Test Record Retention End Date: 02/07/15 Appendix A - WDMA Submittal Forms www.archtest.com J �k�, �� M/1NU CT,U�ER$ASSOCIATION' � � = 1/1/ - MA � D WDMA HALLMARK CERTIFICATION PROGRAM REPORT SUBMISSION FORM THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITTED TO AMS ALONG WITH SUBMISSION OF EACH NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM.ANY QUESTIONS PLEASE CONTACT AMS AT 315-646-2234 OR staff(aaamscert.com. Manufacturer: Integrity Windows and Doors Contact:Scott Lemke Plant Location(s):Roanoke,VA Phone:701-499-3662 (list all plants where product is made) Test Report#:A7442.01-201-47 - Email:f scottl@marvin.com Product Relationshio: Extension of currently certified product? � yes ❑ no If yes,what CCL# ?�A�-kl��° Extension of currently pending product? ❑ yes � no If yes,what test report# ? Difference from Certified Product: NA Does this report require a Gateway Report# ? ❑ yes � no Report#: Impact Report: If this is not an impact report check here: ❑ AWS Report# A7444.01-201-47,A7443.01-201-47 Test Plan # ?04-121610 � yes ❑ no , Installation Instructions submitted ? � yes ❑ no Additional Information: WD-08 07/15/09 � � � wirvpo�vv&�ooR ��.�..;� MANUFACfURERS FISSOCfATION WDMA HALLMARK CERTIFICATION PROGRAM 0� 111IC� MA REPORT SUBMISSION FORM Product Name: Integrity Fiberglass Awning (As to be listed on CCL-must match test report) Product Type:IAWN Additional Manufacturer ID #: IAWN IZ3 ❑ n/a Check here for individual CCL listing � Check here for full CCL listing � Hallmark CCL . Standard Ratina ❑ ANSI/AAMA/NWWDA 101/I.S. 2 97 ❑ 101/I.S.2/NAFS-02 ❑ AAMA/WDMA/CSA/101/I.S.2/A440-05 ❑ AAMA/WDMA/CSA/101/I.S.2/A440-08 ❑ ASTM E 1996 99/ E1886-97 ❑ ASTM E 1996 01/ E1886-97 ❑ ASTM E 1996 02/ E1886-02 ❑ ASTM E 1996 03/ E1886-02 ❑ ASTM E 1996 04/ E1886-04 � ASTM E 1996 05/ E1886-05 +55/-65, Missile D,Wind Zone 3 ❑ ASTM E330 02 ❑ TAS 201-94 ❑ TAS 202-94 ❑ TAS 203-94 ❑ AAMA 450-06 ❑ Other: WD-08 07/15/09 ,� _ ' Test Report No.: A7442.01-201-47 Report Date: 03/16/11 . Report Revision Date: 10/04/11 �Architecfural Testing TestRecordRetentionEndDate: 02/07/15 Appendix B _ Drawings � www.archtest.com .� Architectural Testing � Refererice Project Window#'s 118& 126 � ASTM E 1886 and ASTM E 1996 TEST REPORT Report No.: C9814.01-201-47 Rendered to: MARVIN WINDOWS AND DOORS Warroad,Minnesota - - PRODUCT'TYPE: Awning Window SERIES/MODEL: Ultimate Awning StormPlus IZ3 4854 � ' Test Dates: 07/12/13 Through: 07/16/13 Report Date: 09/25/13 i ' ��- Test Report No.: C9814.01-201-47 � � Report Date: 09/25/13 Page 1 of 13 �,Architectural;Test9rig , 1.0 Report Issued To: Marvin Windows and Doors Highway 11 West,P.O.Box 100 � Warroad,Minnesota 56763-0100 2.0 Test Laboratory: Architectural Testing, Inc. 849 Western Ave. N. , St. Paul,Minnesota 55117 ' . 651-636-3835 3.0 Project Summary: . 3.1 Product Type: Awning Window 3.2 Series/Model: Ultimate Awning StormPlus IZ3 4854 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test methods. The samples tested met the performance requirements set forth in the referenced test procedures for a ±3120 Pa (±65.00 ps� Design Pressure with missile impacts corresponding to Wind Zone 3 and Missile Level D. 3.4 Test Record Retention End Date: All test records for this report will be retained until September 24,2017. � - _3.5 Test Dates: 07/12/13 -07/16/13 � _ 3.6 WDMA Hallmark Certification Expiration Date: December 8,2021.** 3.7 Impact test Plan: 01-052113 3.8 Test Location: Marvin Windows and Doors test facility in Warroad, Minnesota. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories". 3.9 Test Sample Source: The test specimen was provided by the client. Representative samples of the test specimen will be retained by Architectural Testing for a minimum of four years from the test completiori date. - � 3.10 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimens reported herein. , Test specimen construction was verified by Architectural Testing per the drawings located in Appendix A. Any deviations are documented herein or on the drawings. : 3.11 List of Official Observers: Name CompanX Randy Gryskiewicz �Marvin Windows&Doors Tony Gavin Architectural Testing,Inc. Karl Lips-Eakins Architectural Testing,Inc. � � � www.archtest.com ' , ��� Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 2 of 13 �Arch,iEec,tural'Testing � 4.0 Test Specifications: ASTM E 1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls,Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes ASTM� E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure � Differentials , , ASTM E 1996-05, Standard Specifrcation for Performance of Exterior Windows, Glazed ' Curtain Walls,Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. 5.0 Test Specimen#1, #2 and#3 Description: 5.1 Product Type: Aluminum Clad Wood Awning Window 5.2 Series/Model: Clad Ultimate Awning StormPlus IZ3 4854 5.3 Product Sizes: Test Specimen#1, #2 and#3: Overall Area: Width- Hei ht 1.6 mZ (17.7 ftz) millimeters inches millimeters inches Overall size 1219 48 1349 53-1/8 Sash 1176 46-5/16 1307 51-7/16 � 5.4 Frame Construction: ' Frame Member Material � Descri tion Exterior Aluminum White,70% Kynar paint. Interior Pine Natural. www.archtest.com � ' �� Test Report No.: C9814.01-201-47 -� Report Date: 09/25/13 Page 3 of,13 :Archifectural�Testing 5.0 Test Specimen#1,#2 and#3 Descriptions: (Continued) � 5.2 Frame Construction(Continued) Joinery Type ' Detail - Secured to the wood with a vinyl extrusion that � Clad corners Miter snap fit to the aluminum and wood. The cladding corners were secured with a corner ke and dim lin the claddin . Wood corners Step/butt � Corners were secured with one 1/2"x 1"staple � throu h the stile into the rail. 5.5 Sash Construction: Sash Member Material � Descri tion Exterior Aluminum White, 70% Kynar paint. Interior Pine Natural. Joine T e Detail Clad corners Corner key and Secured to the wood with a vinyl extrusion that dim lin sna fit to the aluminum and wood. Wood corners Slot and tenon Corners were secured with one 1/2"x 1"staple throu h the stile into the rail. Weatherstripping: ' Descri tion Quanti Location � 8 mm (5/16") by 6 mm (1/8") 1 Row Frame perimeter. dual durometer foam filled bulb 8 mm (5/16") durometer 1 Row Sash perimeter. flexible vin 1 bulb � www.archtest.com ° "� Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 � Page 4 of 13 ;Arc�,ife'cturat';7esti�ng s 5.0 Test Specimen#1, #2 and#3 Descriptions: (Continued) 5.6 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in anyglazed testspecimens can be made. Glass Spacer Exterior T e T e Interior Lite Lite Glazing Method 3.1 mm The glass was set from the 8 mm (0.122") exterior and was sealed on both 19.7 mm (0.315")• annealed/2.29 3.1 mm interior and exterior sides with , (0.776") stainless mm (0.091 ) (0.122 ) Manus 35MP. Exterior wood �� �� IG steel PVB laminate thick glazing stops were secured using layer/3.1 mm annealed 7/8" brad nails spaced 51 mm spacer (0.122") (2") from each end and 102 mm ' annealed 4" to 152 mm 6" on center. - Da li ht O enin Location Quantity millimeters inches Glass Bite � Sash 1_ 1073 x 1203 42-1/4 x 47-3/8 13 mm (1/2") � 5.7 Drainage: 1Vo drainage was utilized. 5.8 Hardware: - Descri tion Quanti Location Roto operator 1 Midspan of sill. Awning locks with � Lock points spaced 245 mm (9-31/32") and 818 , single actuator Z mm (32-3/16") from the sill with keepers on - sash. Around the corner lock 1 Single lock point spaced 311 mm�(12-1/4") from with sin le actuator the left'amb with kee er on sash. Hinges 2 Top of each stile. Snubber 1 Midspan of head. 5.9 Reinforcement: No reinforcement was utilized. � � www.archtest.com ' � ',�, � Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 5 of 13 ;Archi'tectu,r,al��Testing 6.0 Installation: � � , The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 13 mm (1/2") shim space. The exterior perimeter of the window was sealed with silicone. i . � Test Specimen#1 and#2: � Location Anchor Descri tion � Anchor Location Through the ' #8 by 3"screws Spaced 102 mm (4") from corners, 381 mm frame 15 on center. Test Specimen#3: , Location Anchor Descri tion Anchor Location Frame Structural brackets Spaced 152 mm (6") from corners and 330 mm 13" on center. - 7.0 Test Specimen#4 Description: , � - i 7.1 Product Type: Wood Awning Wiridow ; 7.2 Series/Model: Wood Ultimate Awning StormPlus IZ3 4854 7.3 Product Sizes: ; Test Specimen#4: ' Overall Area: Width Hei ht 1.6 m2 (17.7 ftz) millimeters inches ,' millimeters inches Overall size 1219 48 � 1349 53-1/8 Sash 1176 46-5/16 . 1307 51-7/16 7.4 Frame Construction: � � Frame Member Material ; Description All Pine Exterior i painted white with 70% Kynar, natural interior. i Joine T e ; Detail � Secured with one 1-1/2" staple through the All � Step/butt )amb into the head and sill, ,and three 1-1/2" staples through the head and sill into the 'ambs. � - �, www.archtest.com i � � i � I � I , �� ! , Test Report No.: C9814.01-201-47 -� � Report Date: 09/25/13 . Page6of13 ;'i4rchitectural�Testing 7.0 Test Specimen#4 Description: (Continued) � , 7.5 Sash Construction: � Sash Member Material Description All Pine Exterior painted white with 70% Kynar, � natural interior. Joine T e Detail All Slot and tenon Secured with two 1-1/2"brad nails. 7.6 Weatherstripping: Descri tion Quantity Location , 8 mm (5/16") by 6 mm (1/8") 1 Row Frame perimeter. dual durometer foam filled bulb 8 mm (5/16") durometer 1 Row Sash perimeter. flexible vin 1 bulb � 7.7 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in anyglazed testspecimen can be made. - Glass Spacer Exterior � T e T e Interior Lite Lite Glazing Method � The glass was set from the 3.1 mm (0.122") exterior and was sealed on - 8 mm annealed/2.29 both interior and exterior sides m9m -(0.315") mm (0.091") �122m with Manus 35MP. Exterior „ stainless PVB laminate � � wood glazing stops were (0.776 ) steel layer/3.1 mm thick secured using 7/8" brad nails IG spacer (0.122") annealed spaced 51 mm (2") from each annealed end and 102 mm (4") to 152 � mm 6" on center. � Location Quantity Da li ht O enin Glass Bite millimeters inches Sash 1 1073 x 1203 42-1/4 x 47-3/8 13 mm (1/2") 7.8 Drainage: A sloped sill was utilized. www.archtest.com ' •�;, Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 7 of 13 ArcF'iitecturat`Testing 7.0 Test Specimen#4 Description: (Continued) 7.9 Hardware: Description Quantity Location Roto operator 1 Midspan of sill. Awning locks with single Lock points spaced 245 mm (9-31/32") and actuator 2 818 mm (32-3/16 ) from the sill with kee ers on sash. Around the corner lock with 1 Single lock point spaced 311 mm (12-1/4") sin le actuator from the left'amb with kee er on sash. . Hinges 2 Top of each stile. � Snubber 1 Midspan of head. 7.10 Reinforcement: No reinforcement was utilized. 8.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 13 mm (1/2") shim space. The exterior perimeter of the window was ,sealed with silicone. , Location Anchor Descri tion Anchor Location Through the #8 by 3" screws Spaced �102 mm (4") from corners, 381 frame mm 15 on center. www.archtest.com ' , �r� Test Report No.: C9814.01-201-47 ,� Report Date: 09/25/13 Page 8 of 13 ,Archifectura�t�,Testing 9.0 Test Results: The results are tabulated as follows: ASTM E 1886,Large Missile Impact � " Conditioning Temperature: 23°C (73°F) Missile Weight: 4173 g(9.21bs) Missile Length: 2.4 m (94.0") , Muzzle Distance from Test Specimen: 4.9 m (16') � Test Unit#1: Orientation within±5°of horizontal - Impact#1: Missile Velocity: 15.2 m/s (50.0 s) Impact Area Lower left corner of glass Observations Missile hit target area;no rips,tears,or penetrations Results Pass Test Unit#2: Orientation within±5°of horizontal Im act#1: Missile Veloci : 15.4 m s 50.4 s Impact Area Center of glass Observations Missile hit target area;no rips,tears,or penetrations Results Pass Test Unit#3: Orientation within±5°of horizontal Impact#1: Missile Velocity: 15.2 m s (49.9 fps) Impact Area Top right corner of glass Observations Missile hit target area;no rips,tears,or penetrations � Results Pass � Test Unit#4: Orientation within±5°of horizontal Im act#1: Missile Veloci : 15.2 m s 49.9 s Impact Area � Lower left corner of glass Observations Missile hit target area;no rips,tears,or penetrations Results Pass � www.archtest.com ' � Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 9 of 13 ;Ar,cF"�'itectural`��Testing 9.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#1 - Design Pressure: ±3120 Pa (±65.00 ps� POSITIVE PRESSURE Pressure Number of Average . Range Cycles Cycle Time- Observations Pa s seconds 622 to 1556 3500 2.00 No rips or tears 13.0 to 32.5 0 to 1867 300 2.00 No rips or tears 0 to 39.0 1556 to 2490 600 2.00 No rips or tears 32.5 to 52.0 934 to 3112 100 2.00 No rips or tears 19.5 to 65.0 � NEGATIVE PRESSURE - Pressure Number of Average Range Cycles Cycle Time Observations ' Pa(psf] (seconds 934 to 3112 50 2.00 No rips or tears 19.5 to 65.0 � 1556 to 2490 1050 2.00 No rips or tears 32.5 to 52.0 0 to 1867 50 2.00 No rips or tears 0 to 39.0 622 to 1556 3350 2.00 � No rips or tears 13.0 to 32.5 Result: Pass . www.archtest.com � � _ � , � �� Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 10 of 13 -Acchite'ctural''-Testing 9.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#2 ' Design Pressure: ±3120 Pa (±65.00 ps� POSITNE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 622 to 1556 3500 2.00 No rips or tears 13.0 to 32.5 0 to 1867 300 2.00 No rips or tears 0 to 39.0 ' 1556 to 2490 600 2.00 No rips or tears 32.5 to 52.0 934 to 3112 100 2.00 No rips or tears 19.5 to 65.0 - � NEGATIVE PRESSURE Pressure Number of Average Range . Cycles Cycle Time Observations Pa(ps (seconds) 934 to 3112 50 2.00 � No rips or tears � 19.5 to 65.0 1556 to 2490 1050 2.00 - No rips or tears 32.5 to 52.0 • 0 to 1867 50 2.00 No rips or tears 0 to 39.0 622 to 1556 3350 2.00 No rips or tears 13.0 to 32.5 Result: Pass www.archtest.com ' ,�� Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 , .. ; , .- . Page 11 of 13 ;ArchitecturaC��Test�ng _ 9.0 Test Results: (Continued) ' , ASTM E 1886,Air Pressure Cycling. Test Unit#3 Design Pressure: ±3120 Pa (±65.00 ps� POSITIVE PRESSURE Pressure Number of Average - Range Cycles Cycle Time Observations Pa s seconds 622 to 1556 3500 2.00 No rips or tears 13.0 to 32.5 0 to 1867 300 2.00 No rips or tears 0 to 39.0 1556 to 2490 600 2.00 No rips or tears 32.5 to 52.0 934 to 3112 100 2.00 No rips or tears 19.5 to 65.0 NEGATIVE PRESSURE Pressure �umber of Average Range Cycles Cycle Time Observations Pa (ps�] seconds 934 to 3112 50 2.00 No rips or tears 19.5 to 65.0 1556 to 2490 - 1050 2.00 No rips or tears 32.5 to 52.0 0 to 1867 50 2.00 No rips or tears 0 to 39.0 622 to 1556 3350 2.00 No rips or tears � 13.0 to 32.5 , Result: Pass , www.archtest.com � ' � Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 12 of 13 ,Architectu'ra1��Test9n� 9.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#4 Design Pressure: ±3120 Pa (±65.00 ps� POSITIVE PRESSURE Pressure �Number of Average Range Cycles Cycle Time Observations Pa s seconds 622 to 1556 3500 1.80 No rips or tears 13.0 to 32.5 0 to 1867 300 2.00 No rips or tears 0 to 39.0 1556 to 2490 600 1.80 No rips or tears 32.5 to 52.0 934 to 3112 100 2.00 No rips or tears 19.5 to 65.0 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa (ps seconds 934 to 3112 50 2.00 No rips or tears 19.5 to 65.0 1556 to 2490 1050 1.80 No rips or tears 32.5 to 52.0 0 to 1867 50 2.00 No rips or tears 0 to 39.0 622 to 1556 3350 1.80 No rips or tears 13.0 to 32.5 . Result: Pass www.archtest.com ` �,• Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 Page 13 of 13 Architectu�ai`Tesring General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. Impact test�Plan: 01-052113 10.0 Test Equipment: , Cannon: Constructed from steel piping utilizing compressed air to"propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device � Tape and film were used to seal against air leakage during structural testing. In our opinion,the tape and film did not influence the results of the test. **WDMA Hallmark Certification Expiration Date supplied to ATI by the responsible _ regulatory representative of Marvin Windows and Doors The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets, samples of test specimens, copies of this report, and any other pertinent project documentation, shall be discarded without notice. � This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING,Inc. �^ ,r�, �" �"� • r°`" �'� �(�+ /' � , d_.,._�,.'s. Digimlty Stgned ty:AMhony Crawn D19italiy Sigrred by:Danlel A Jahreo Tony D. Gavin Daniel A.Johnson Technician Director-Regional Operations TDG/jb - . Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: WDMA Submittal Forms(2) Appendix-B: Drawings(37) Appendix-C: Installation Guidelines(17) � TE�is sepoi-�produced from controlled cdocument template ATI 00498,issued 01/31/12. � www.archtest.com ' �„ Test Report No,: C9814.01-201-47 � Report Date: 09/25/13 �Architectural"Testing Appendix A WDMA Submittal Forms www.archtest.com a �`�" 1yIN�JCti V.�_''Of�� -- - � .��_,r� NIANUF/iCT[,1REFtS,ASSOCIl�TIC)"1 � � �.A_ . �.-���� �`��� _ �D.,�.A, WDMA HALLMARK CERTIFICATION PROGRAM REPORT SUBMISSION FORM � THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITT'ED TO AMS ALONG WITH SUBMISSION OF EACH NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM.ANY QUESTIONS PLEASE CONTACT AMS AT 315-646-2234 OR staffCDamscert.com. Manufacturer: Marvin Windows 8 Doors Contact: Skip Bomeman Plant Location(s) (list all plants where product is made): Phone: 218-386-4021 ext 1845 Warroad MN Email: LeslieB�marvin com Certification e 101/IS2/A440 Certification: � es O no If yes, fill out sections 1 and 2 Gatewa Re uired? O es O no CSA A440 A.Si-09: O es 0 no If yes, fill out sections 1 and 2 ASTM Structural Certification: O es 0 no If yes, fill out sections 1 and 3 (per ASTM E330-Only side hinged doors) ASTM Im act Certification: � es O no If yes, fill out sections 1, 2 and 4 TAS Certification: O es O no If yes, fill out sections 1 and 5 � Mullion Certification: O es O no If yes, fill out sections 1 and 6 AAMA 1700 HUD : O es O no If es fill out sections 1 and 7 Was the QMRP Quality Manual Renewal If yes, what date: 9-2�20�3 O 4 Year Term S 8 Year Term Protocol (CS1 Section 16.5) submitted Approval#:ER01-092613 to the Certification Administrator? 9 es O no If no, lease email Section 1—Product Identifcation New Certification: O es 0 no If yes, a new CCL number will be assigned Extension of Existin Certification: O es 0 no If yes, what CCL number: Extension of Pendin Certification: O es 0 no If yes, what test report#: Recertification of Existin Certification: � �es O no If yes, what CCL number: 407-H-1046 Difference from Gateway Product: Product Series/Model: (as to be listed on CCL—must match test report) Ultimate Awning StormPlus IZ3 4854 Product Description/Type: Awning Window Manufacturer ldentification Number(s): Test Plan Number(s) if applicable: � 01-052113 Section 2— 101/IS2/A440 Certifcation Test Report Number(s): C9812.01-201-47&C9813.01-201-47 Gateway Report Number(s): P�imary Designato� O AAMA/WDMA/CSA/101/I.S.2/A440-08 Ratin : Secondary Designator per section 4.4.3 Positive Desi n Pressure DP : Water Penetration Resistance Test Pressure: Ne ative Desi n Pressure DP : Canadian Air Infiltration/E�Itration Level: PNmary Des/gnato� O A�4MA/WDMA/CSA/101/I.S.2/A440-11 Ratin : Secondary Designator pe�section 4.4.3 Positive Desi n Pressure DP : � Water Penetration Resistance Test Pressure: Ne ative Desi n Pressure DP : Canadian Air Infiltration/E�Itration Level: WD-08 OS/14/2013 ` r iNCf�li�`UW`'��(�JCJF�'' .4���_n._� r�inNlJFl1C7UFiERS'AS�OGIATIG'�J �� � - - t' ��_ri W D�M A Section 3—ASTM E330 Structural Certification Test Report Number(s): O ASTM E330-02 Ratin : Section 4—ASTM Impact Certi�cation Test Report Number(s): C9814.01-201-47 Are Installation Instructions Included? � yes O no If not, where are they: S ASTM E 1996-02/ E1886-02 Ratin :f3120 Pa(f65 ps�, Wind Zone 3,Missde Level D O ASTM E 1996-03/ E1886-02 Ratin : O ASTM E 1996-04/ E1886-04 Ratin : � S ASTM E 1996-05/ E1886-05 Rdtiri :t3120 Pa(t65 ps�, wnd zone s,Missile Level D O ASTM E 1996-06/ E1886-05 Ratin : O ASTM E 1996-09/ E1886-05 Ratin : O ASTM E 1996-12/ E1886-05 Ratin : Section 5—TAS Certifcation Test Report Number(s): Are Installation Instructions Included? O yes O no If not, where are they: O TAS 201-94 202-94 203-94 Ratin : O TAS 202-94, non-im act HVHZ Ratin : O TAS 201-94&203-94 Ratin : Section 6—Mullion Certi�ication � Test Report Number(s): Are Installation Instructions Included? O yes O no If not, where are they: AAMA 450 O 0 tion 1 O Tested � PE Calculations OReference CCL#for AWS O 0 tion 2 O Re uires bench testing, calculations OReference CCL# for AWS O 0 tion 3 O PE Calculations OReference CCL# for AWS O 3 Pa PE Calculations Florida O Product Grou in b PE O S an Calculations b PE O AAMA 450-10 Ratin : Example Rating: Class R-PG65- 100.00"Span x 50.00"Trib Wd-MA Rein Mull-Horz Section 7—AAMA 1701.2, 1702.2, 1704 O AAMA 1701.2-12 Ratin : O AAMA 1701.2-02 Ratin : O AAMA 1702.2-12 Ratin : O AAMA 1702.2-02 Ratin : O AAMA 1704.2-12 Ratin : O AAMA 1704.2-01 Ratin : WD-08 08/14/2013 � ' �, Test Report No.: C9814.01-201-47 � Report Date: 09/25/13 .Architectural�Testing , Appendix B Drawings www.archtest.com , . � Architectural Testing Referenece Project Window#'s- 119 & 127 ASTM E 1886 and ASTM E 1996 ` TEST REPORT Rendered to: MARVIN WINDOWS AND DOORS SERIES/MODEL: Ultimate Casement StormPlus IZ3 3684 PRODUCT TYPE: Casement Windows � Report No.: 92353.01-201-47 Test Dates: 06/15/09 Report Date: 07/21/09 Expiration Date: 06/15/13 849 Western Avenue North St. Paul,MN 55117 � phone: 651-636-3835 fax: 651-636-3843 - www.archtest.com , s� , � . � Architectural Testing ASTIVI E 1886 and ASTM E 1996 TEST REPORT ' Rendered to: MARVIN WINDOWS AND DOORS Highway 11 West,P.O. Box 100 Warroad,Minnesota 56763-0100 Report No.: 92353.01-201-47 Test Dates: O6/15/09 , Report Date: 07/21/09 Expiration Date: 06/15/13 Project Summary: Architectural Testing, Inc. was contracted by Marvin Windows & Doors to perform testing on three Series/Model Ultimate Casement StormPlus IZ3 3684, Casement Windows. The samples tested met the performance requirements set forth in the referenced test procedures for a �3120 Pa (�65.0 ps fl Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. The samples were provided by the client. Impact Test Plan: #01-050509-B Test Procedures: The test specimens were evaluated in accordance with the following: ASTM E 1886-02, Standard Test Method for Performance of Exterior Windows, CuYtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure D�erentials. ASTM E 1996-02, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen#1 and#2 Description: Series/Model: Clad Ultimate Casement StormPlus IZ3 3684 Product Type: Aluminum Clad Wood Casement Window Overall Size: 914 mm(36")wide by 2111 mm(83-1/8")high 849 Western Avenue North St. Paul,MN 55117 phone: 651-636-3835 fax: 651-636-3843 www.archtest.com � , � 92353.01-201-47 Architectural Testing Page 2 of 12 Test Specimen#1 and#2 Description: (Continued) Sash Size: 871 mm(34-5/16")wide by 2068 mm(81-7/16")high � Area: 1.93 m2(20.8 ft2) Finish: Aluminum Clad Exterior with white 70%Kynar paint,bare wood interior. Frame Construction: The frame consisted of pine members with step/butt joints secured with one 1-1/2" staple through the jamb into the head jamb and sill, and three 1-1/2" staple , through the head jamb and sill into the jamb. Aluminum cladding was slip fit onto the wood members. The cladding was miter cut at the corner, and secured with a silicone injected corner key, and two #8 x 3/8" screws. The interior wood stops were secured with a vinyl connecting barb at the head and sill. The vertical stops were of veneer wrapped vinyl which was press fit to the jamb members. � Sash Construction: The sash members consisted of pine members with slot and tenon joinery. Corners were secured with one 1/2" crown by 1" long staple through the stile into � the rail. The aluminum cladding was secured to the wood with a vinyl extrusion that snap�fit to the aluminum and wood. The cladding corners were secured with a comer key and dimpling the cladding. Drainage: No weeps were present. Weatherstripping: Description uanti Location 8 mm(0.31")by 6 mm 1 Row Frame perimeter (0.25") dual durometer foam filled bulb 8 mm(0.31")dual 1 Row Sash perimeter durometer flexible vinyl bulb Glazing Material: The sash utilized a nominal 19.3 mm(0.76")thick sealed insulated glass fabricated from a pane of 4.7 mm(0.18")thick annealed glass, 7.0 mm(0.28") stainless steel spacer system, and a laminated lite total thickness of 7.6 mm (0.30"). The laminated lite makeup was composed of 3.0 mm (0.12") annealed glass, 2.3 mm (0.09") PVB laminate layer, and 2.3 mm(0.09")heat strengthened glass. Glazing Method: The glass was set, from the exterior, against Manus 35MP on the interior wood surface, and sandwiched between the wood interior and aluminum cladding and Manus 35MP on the exterior. The perimeter of the glass was backfilled with Manus 35MP. " . � �� 92353.01-201-47 Architectural Testing Page3of12 Test Specimen#1 and#2 Description: (Continued) Daylight Opening: 767 mm(30-3/16")wide by 1964 mm(77-3/16")high Hardware: Description uanti Location Concealed casement hinge 2 Top and bottom rail Roto operator 1 Sill Casement lock with 4 Lock jamb with lock points spaced single actuator 239 mm (9-7/16"), 747 mm (29- 7/16"), 1255 -mm (49-7/16"), and 1763 mm (69-7/16") from the sill , with keepers on the sash. Snubbers 4 419 mm (16-1/2"), 876 mm (34- 1/2"), 1130 mm (44-1/2"), and 1588 mm (62-1/2") from the sill with corresponding snubbers on the sash. lteinforcement: No reinforcement was utilized. Installation: � Unit#1: The window was installed within a wood double buck and secured with#8 x 3" screws through the frame. The screws were spaced 152 mm (6") from each corner and 381 mm (15") on center. The unit maintained a 13 mm (1/2") rough opening gap. The unit was sealed to the buck with silicone. Unit #2: The window was installed within a wood double buck and secured with structuraUinstallation brackets that maintained a 13 mm(1/2") rough opening gap. The brackets were attached to the frame with three #8 x 5/8" long full thread fasteners per bracket; the brackets were attached to the buck with three #8 x 1-1/4" long full thread fasteners per bracket. The unit was sealed to the buck with silicone. Test Specimen#3 Description: Series/Model: Wood Ultimate Casement StorniPlus IZ3 3684 Product Type: Wood Casement Window Overall Size: 914 mm(36")wide by 2111 mm(83-1/8")high . � , � 92353.01-201-47 � Architectural Testing Page4of12 Test Specimen#3 Description: (Continued) Sash Size: 871 mm(34-5/16")wide by 2068 mm(81-7/16")high Area: 1.93 m2(20:8 ft2) � Finish: Primed wood exterior,bare wood interior. � Frame Construction: The frame consisted of pine members with step/butt joints secured with one 1-1/2" staple through the jamb into the head jamb and sill, and three 1-1/2" staples through the head jamb and sill into the jamb. Sash Construction: The sash members consisted of pine members with slot and tenon �, joinery. Corners were secured with two 1-1/2 brad nails. Drainage: No weeps were present. , Weatherstripping: Description uanti Location 8 mm(0.31")by 6 mm 1 Row Frame perimeter , (0.25")dual durometer foam filled bulb 8 mm(0.31")dual 1 Row Sash perimeter � durometer flexible vinyl bulb � Glazing Material: The sash utilized a nominal 19.3 mm(0.76")thick sealed insulated glass fabricated from a pane of 4.7 mm(0.18")thick annealed glass, 7.0 mm(0.28") stainless steel spacer system, and a laminated lite with a total thickness of 7.6 mm(0.30"). The laminated lite is composed of 3.0 mm(0.12") annealed glass, 2.3 mm(0.09") PVB laminate layer, and 2.3 mm(0.09")heat strengthened glass. ' Glazing Method: The glass was set, from the exterior, against Manus 35MP on the interior wood surface, and sandwiched between the wood interior, Manus 35MP, and wood bead on the exterior. The perimeter of the glass was backfilled with Manus 35MP. Daylight Opening: 767 mm(30-3/16")wide by 1964 mm(77-3/16")high . � 92353.01-201-47 Architectural Testing Page5of12 Test Specimen#3 Description: (Continued) � Hardware: Description uanti Location Concealed casement hinge 2 Top and bottom rail Roto operator 1 Sill Casement lock with 4 Lock jamb with lock points spaced single actuator 239 mm (9-7/16"), 747 mm (29- � 7/16"), 1255 mm (49-7/16"), and 1763 mm (69-7/16") from the sill with keepers on the sash. Snubbers 4 419 mm (16-1/2"), 876 mm (34- 1/2"), 1130 mm(44-1/2"), and 1588 mm (62-1/2") from the sill with corresponding snubbers on the sash. Reinforcement: No reinforcement was utilized. Installation: Unit#3: The window was installed within a wood double buck and secured with#8 x 3" screws through the frame. The screws were spaced 152 mm (6") from each corner and 381 mm (15") on center. The unit maintained a 13 mm (1/2") rough opening gap. The unit was sealed to the buck with silicone. � a 92353.01-201-47 Architectural Testing Page 6 of 12 Test Results: The following results have been recorded: , ' ASTM E 1886,Large Missile Impact Conditioning Temperature: 23°C (73°F) ' Missile Weight: 4218 g(9.31bs) . Missile Length: 2445 mm(96-1/4") Muzzle Distance from Test Specimen: 4.9 m(16 ft.) ' Test Unit#1 - Impact#1: Missile Velocity: 15.5 m/s(50.7 fps); orientation within f5° of vertical Impact Area: Lower left glazing corner � Observations: Missile hit target area;no rips,tears or penetrations � Results: Pass Test Unit#2 Impact#1: Missile Velocity: 15.5 m/s(50.7 fps); orientation within�5° of vertical ' Impact Area: Center of glazing Observations: Missile hit target area;no rips,tears or penetrations ' Results: Pass Test Unit#3 Imuact#1: Missile Velocity: 15.4 m/s (50.5 fps); orientation within�5° of vertical Impact Area: Upper right glazing corner Observations: Missile hit target area;no rips,tears or penetrations Results: Pass � � � 92353.01-201-47 Architectural Testing Page7of12 Test Results: (Continued) � ASTM E 1886,Air Pressure Cycling Test Unit#1 Design Pressure: �3120 Pa(�65.0 ps fl POSITIVE PRESSURE Pressure Average Range Number of Cycle Time Observations . Pa(ps� Cycles (seconds) 625 to 1560 3500 2.0 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 1.9 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 1.9 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.0 No rips,tears or penetrations ` 19.5 to 65.0 NEGATIVE PRESSURE ' Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) , 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 2.0 No rips,tears or penetrations � 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 - 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass � . � 92353.01-201-47 Architectural Testing Page 8 of 12 Test Results: (Continued) „ ASTM E 18�6,Air Pressure Cycling - Test Unit#2 " Design Pressure: �3120 Pa(�65.0 ps fl POSITIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(psfj Cycles (seconds) 625 to 1560 3500 2.0 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 1.9 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 1.9 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.0 No rips,tears or penetrations 19.5 to 65.0 „ NEGATIVE PRESSURE � Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) � 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 ' 1560 to 2490 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass . � ' 92353.01-201-47 Architectural Testing Page 9 of 12 Test Results: (Continued) � ASTM E 1886,Air Pressure Cycling Test Unit#3 ' Design Pressure: �3120 Pa�(�65.0 psfl , POSITIVE PRESSURE ' Pressure Average Range Number of Cycle Time Observations Pa(psfj Cycles (seconds) ' 625 to 1560 3500 2.0 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.0 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 2.0 No rips,tears or penetrations ' 32.5 to 52.0 935 to 3120 100 2.0 No rips,tears or penetrations 19.5 to 65.0 NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time � , Observations Pa(ps� Cycles (seconds) , 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 3.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 � Result: Pass � - General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTME 1996. , � 92353.01-201-47 Architectural Testing Page 10 of 12 Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were not used to seal against air leakage during structural testing. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. Impact Test Plan: #01-050509-B List of Official Observers: Name Company ' Randy Gryskiewicz Marvin Windows&Doors Tony D. Gavin Architectural Testing,Inc. � , _ � . 92353.01-201-47 Architectural Testing Page 11 of 12 Detailed drawings, data sheets,representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four�years from the original test date. At the end of this retention period, such materials shall ' , be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full,without the written approval of Architectural Testing,Inc. For ARCHITECTURAL TESTING,INC. ' �. . ,. �. _ i� 1 . s _r' '```y'f �� i, Digihaliy Signed by:Eric Sehaenfhaler Digita�yr Stgned 6y:Dan�l A.Johnso ' Eric J. Schoenthaler Daniel A. Johnson Project Manager Director-Regional Operations EJS:es Attachments(pages): This report is complete only when all attachments listed are included. _ ' Appendix-A: WDMA Submittal Forms(2) , Appendix-B: Drawings(42) � � 92353.01-201-47 Architectural Testing Page12of12 Revision Log Rev.# Date Page(s) Revision(s) 0 07/21/09 N/A Original report issue This report produced from controlled document template A'�'�00165, revised 03/OS/09. '" . . _ � Architectural Testing • Reference Project�ndow#'s- 120, 122& 124 3 Z(v � ASTM E 1886 and ASTM E 1996 - � TEST REPORT Rendered to: , MARVIN WINDOWS AND DOORS SERIES/MODEL: Ultimate Casement Round Top StormPlus IZ3 3684 PRODUCT TYPE: Casement Window � Report No.: A0227.01-201-47 Test Dates: 04/27/10 Through: 04/29/10 ' Report Date: , 07/21/10 Ezpiration Date: 04/27/14 849 Western Avenue North St. Paul,MN 55117 phone: 651-636-3835 fax: 651-636-3843 www.archtest.com . � Architectural Testing ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: MARVIlv WINDOWS AND DOORS Highway 11 West,P.O. Box 100 , Warroad,Minnesota 56763-0100 Report No.: A0227.01-201-47 Test Dates: 04/27/10 Through: 04/29/10 Report Date: 07/21/10 Expiration Date: 04/27/14 Project Summary: Architectural Testing, Inc. was contracted Marvin Windows and Doors to witness testing on three Ultimate Casement Round Top StormPlus IZ3 3684, Casement Windows. The samples tested met the performance requirements set forth in the referenced test procedures for a �3120 Pa (f65.0 ps fl Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. The samples were provided by the client. Impact Test Plan#: 01-031510 Test Procedures: The test specimens were evaluated in accordance with the following: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hutricanes. ASTM E 1886-02, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-02, Standard Specification for Perf'ormance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in HuYricanes. 849 Western Avenue North St. Paul,MN 55117 phone: 651-636-3835 fax: 651-636-3843 www.archtest.com Y J � . - A0227.01-201-47 Architectural Testing Page2of14 Test Specimen#1 Description: 5eries/Model: Wood Ultimate Casement Round Top Stor�nPlus IZ3 3684 Product Type: Wood Casement Window , Overall Size: 914 mm(36")wide by 2111 mm(83-1/8")high Sash Size: 872 mm(34-5/16")wide by 2068 mm(81-7/16")high Finish: Primed wood exterior,bare wood interior � � Frame Construction: The frame consisted of a blocked pine radius head jamb that is , mitered that butts onto the jambs. Each joint is fastened with four 1-1/2" staples through the head jamb into the jamb and one 1-1/2" staple through the jamb into the head jamb. The jambs intersected the sill with step/butt joints secured with one 1-1/2" staple through the ' jamb into the sill and four 1-1/2" staple through the sill into the jamb. The joints were sealed with a bead of sealant. The interior wood stops were secured with a vinyl connecting , barb at the head jamb and sill. The vertical stops were of veneer wrapped vinyl which was press fit to the jamb members. Sash Construction: The sash consisted of a blocked pine radius top rail that butts onto the � stiles sealed with sealant and secured with two #8 x 2-1/2 screws through the stile into the top rail. The stiles and bottom rail consisted of pine members with slot and tenon joinery secured with two 1-1/2 nails through the stile into the bottom rail. Weatherstripping: Description uanti Location 8.3 mm(0.328")x 6.4 mm 1 Row Straight legs of frame perimeter (0.250")dual durometer foam filled bulb 9 mm(0.355")x 7.6 mm 1 Row Radius head jamb of frame perimeter . (0.301")dual durometer foam filled bulb with 7.6 mm(0.300") attached leaf 7.5 mm(0.297") dual 1 Row Straight'legs of sash perimeter durometer flexible vinyl . leaf � � , �� A0227.01-201-47 � Architectural Testin� Page 3 of 14 Test Specimen#1 Description: (Continued) Weatherstripping: (Continued) Description uanti L'ocation , 7.8 mm(0.309")x 6 mm 1 Row Radius top rail of sash perimeter (0.248")dual durometer , flexible vinyl bulb Glazing Details: Glazing Material: The sash utilized a nominal 19 mm (3/4") thick sealed insulated � glass fabricated from a 4.7 mm (0.18") thick annealed exterior lite, a 7.0 mm (0.28") ;' aluminum spacer system, and a 7.6 mm (0.30") thick laminated interior lite. The laminated lite was comprised of 2.7 mm (0.11") annealed glass, 2.3 mm (0.09") PVB laminate layer, and 2.7 mm(0.11")annealed glass. Glazing Method: The glass was set from the exterior against GERS on the interior , wood surface, GERS on the exterior, back filled with GERS, and held in place with wood bead. Fastened with 7/8" staples spaced every 102 mm to 152 mm (4 to 6) � inches. Daylight Opening: 743 mm(29-1/4")wide by 1940 mm(76-3/8")high. Drainage: No drainage was utilized. Hardware: Description uanti Location Roto operator 1 Sill, 1-1/2" from hinge jamb Casement lock with 4 Locking jamb,234 mm(9-1/4"), 711 single actuator mm (28"), 1193 mm (47"), and 1670 . mm (65-3/4) from sill with keepers on the sash Butt hinges 3 Hinge jamb 127 mm (5"), 990 mm (39"), and 1828 mm (72") up from sill Reinforcement: No reinforcement was utilized. , - � A0227.01-201-47 � , Architectural Testing Page4of14 Test Specimen#1 Description: (Continued) ' Installation: The window was installed within a wood double buck, and secured as stated below. Screws and Method of Attachment Description Location Sill None Head Jamb #8 x 3" screw through the head mid-span Locking Jamb #8 x 3" screws through the jamb located 102 mm (4") from head jamb and 102 mm (4") from the sill and a maximum of 330 mm (13")on center Hinge Jamb #10 x 3" screws are inserted into top hole of each hinge, through jamb into buck and#8 x 3" screws through jamb centered between � the hinges ' Test Specimens#2 and#3 Description: � � Series/Model: Clad Ultimate Casement Round Top StormPlus IZ3 3684 Product Type: Aluminum Clad Wood Casement Window _ Overall Size: 914 mm(36")wide by 2111 mm(83-1/8")high 5ash Size: 872 mm(34-5/16")wide by 2068 mm(81-7/16")high Finish: Exterior aluminum cladding was painted with white 70% Kynar paint, interior wood was natural. Test Specimen #2 Frame Construction: The wood frame consisted of blocked pine with alumiuum cladding that was slip-fit onto the wood. The radius head jamb was butt jointed onto the jambs sealed with sealant, secured with one joining dowel, and one silicone injected corner key. The silicone injected corner key was secured with three #8 x 3/8" screws. A joint bracket plate was placed on the outside of each joint and attached with six #7 x 5/8" screws securing the head jamb to jamb. The sill to jamb were step/butt joints secured with , three 1-1/2" staples through the sill into the jamb and one 1-1/2" staple through the jamb into the sill. The cladding was miter cut, secured with a silicone injected corner key and fastened with two #8 x 3/8" screws. The interior wood stops were secured with a vinyl connecting barb at the head and sill. The vertical stops were of veneer wrapped vinyl which was press fit to the jamb members. . � A0227.01-201-47 Architectural Testing Page 5 of 14 Test Specimens#2 and#3 Description: (Continued) � Test Specimen #2 Sash Construction: The sash consisted of a blocked pine radius top rail with slot and tenon joinery, sealed with silicone, and secured with two 3/16" x 1-1/8" long sta.ples. The stiles and bottom rail consisted of pine members with slot and tenon joinery secured with one 1/2" x 1" long staple through the stile into the bottom rail. The aluminum � cladding was butted at the radius and secured with a corner key. The lower sash cladding - corners were mitered and secured with a corner key. The aluminum cladding was secured to the wood with a vinyl extrusion that snap fit to the aluminum and wood. � Test Specimen #3 Frame Construction: The wood frame consisted of blocked pine with aluminum cladding that was slip-fit onto the wood. The radius head jamb was miter-cut and � butted onto the jambs sealed with sealant, secured through the head jamb with three 1-1/2" staples and through the jamb with one 1-1/2" staple. The cladding was secured with one silicone injected corner key secured with four #7 x 1/2" screws. The sill to jamb were step/butt joints secured with three 1-1/2" staples through the sill into the jamb and one 1- 1/2" staple through the jamb into the sill. The cladding was miter cut, secured with a silicone injected corner key and fastened with two #8 x 3/8" screws. The interior wood stops were secured with a vinyl connecting barb at the head and sill. The vertical stops were of veneer wrapped vinyl which was press fit to the jamb members. Test Specimen #3 Sash Construction: The sash consisted of a blocked pine radius top rail that butts onto the stiles sealed with sealant, and secured with two #7 x 2-1/2" screws through the stile into the top rail. The stiles and bottom rail consisted of pine members with slot and tenon joinery. The sash stile to bottom rail corners were secured with a 1" staple through the stile into the bottom rail. � Weatherstripping: _Description uanti Location 8.3 mm(0.328")x 6.4 mm 1 Row Straight legs of frame perimeter (0.250")dual durometer , foam filled bulb 9 mm(0.355")x 7.6 mm 1 Row Radius head jamb of frame perimeter � (0.301")dual durometer � foam filled bulb with 7.6 mm(0.300")attached leaf 7.5 mm(0.297") dual 1 Row Straight legs of sash perimeter durometer flexible vinyl bulb 7.8 mm(0.309")x 6 mm . 1 Row Radius top rail of sash perimeter (0.248") dual durometer fleixible vinyl bulb . � � A0227.01-201-47 Architectural Testing Page 6 of 14 Test Specimens#2 and#3 Description: (Continued) Glazing Details: Glazing Material: The sash utilized a nominal 19 mm (3/4") thick sealed insulated glass fabricated from a 4.7 mm (0.18") thick annealed exterior lite, a 7.0 mm (0.28") alutninum spacer system, and a 7.6 mm (0.30") thick laminated interior lite. The laminated lite was comprised of 2.7mm (0.11") annealed glass, 2.3 mm (0.09") PVB laminate layer, and 2.7 mm(0.11")annealed glass. Glazing Method: The glass was set from the exterior against GERS on the interior wood surface, sandwiched between the wood interior and aluminum cladding, back filled with GERS,and sealed with GERS on the exterior. ' Daylight Opening: 768 mm(30-1/4")wide by 1965 mm(77-3/8")high. Drainage: No drainage was utilized. � Hardware: Description uanti Location Roto operator 1 Sill, 38 mm (1-1/2") from hinge jamb Casement lock with 4 Locking jamb,234 mm(9-1/4"), 863 single actuator mm (34"), 1492 mm (58-3/4"), and - 2070 mm (81-1/2) from sill with keeper on sash Butt hinges 3 Hinge jamb 127 mm (5"), 812 mm (32"), and 1524 mm (60") up from ` sill Reinforcement: No reinforcement was utilized. t . �� A0227.01-201-47 Architectural Testin� Page 7 of 14 Test Specimens#2 and#3 Description: (Continued) Installation: The window was installed within a wood double buck, and secured as stated below. Screws and Method of Attachment � � Description Location 5i11 None Head Jamb #8 x 3" screws through the jamb spaced 51 mm (2") from the � radius joint and 305 mm(12")on center. Locking Jamb #8 x 3" screws through the jamb located 102 mm (4") from head jamb and 102 mm (4") from the sill and a maximum of 330 mm (13") on center Hinge Jamb #10 x 3" screws are inserted into top hole of each hinge, through jamb into buck and#8 x 3" screws through jamb centered between the hinges i � A0227.01-201-47 Architectural Testing Page 8 of 14 Test Results: The following results have been recorded: A5TM E 1886,Large Missile Impact Conditioning Temperature: 21°C (70°F) Missile Weight: 41.93 g(9.21bs) Missile Length: 2438 mm(96") Muzzle Distance from Test Specimen: 4.9 m(16 ft.) Test Unit#1 Impact #1: Missile Velocity: 15.0 m/s (49.1 fps); orientation within �5° of horizontal Impact Area: Center of glazing ' Observations: Missile hit target area;no rips,tears or penetrations Results: Pass Test Unit#2 Impact #1: Missile Velocity: 15.0 m/s (49.1 fps); orientation within �5° of horizontal Impact Area: Lower right glazing corner Observations: Missile hit target area;no rips,tears or penetrations Results: Pass f Test Unit#3 Impact #1: Missile Velocity: 15.0 m/s (49.1 fps); orientation within �5° of horizontal - � Impact Area: Upper left glazing corner Observations: Missile hit target area;no rips,tears or penetrations Results: Pass . � �� A0227.01-201-47 Architectural Testing Page9of14 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#1 Design Pressure: �3120 Pa(�65.0 ps� PO5ITIVE PRE55URE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 625 to 1560 3500 1.9 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.0 No rips,tears or penetrations 0 to 39.0 1560 to 2490 - 600 1.8 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.5 No rips,tears or penetrations 19.5 to 65.0) NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 935 to 3120 50 2.5 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 1.9 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.2 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 1.9 No rips,tears or penetrations 13.0 to 32.5 , Result: Pass , � Note: Test Specimen #1, #2 and#3 were cycled in a common chamber. � . A0227.01-201-47 Architectural Testing Page 10of14 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#2 - Design Pressure: f3120 Pa(�65.0 ps� POSITIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 625 to 1560 3500 1.9 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.0 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 1.8 No rips,tears or penetrations 32.5 to 52.0 - 935 to 3120 100 2.5 No rips,tears or penetrations 19.5 to 65.0 NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 935 to 3120 50 2.5 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 1.9 No rips,tears or penetrations (32.5 to 52.0 ' 0 to 1870 50 2.2 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 � 1.9 No rips,tears or penetrations 13.0 to 32.5 � Result: Pass Note: Test Specimen #1, #2 and#3 were cycled in a common chamber. ' ` � ' , A0227.01-201-47 Architectural Testing Page 11 of 14 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#3 Design Pressure: t3120 Pa(t65.0 ps fl POSITIVE PRESSURE Pressure Average � Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 625 to 1560 3500 1.9 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.0 No rips,tears or penetrations 0 to 39.0) 1560 to 2490 600 1.8 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.5 No rips,tears or penetrations 19.5 to 65.0 NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 935 to 3120 50 2.5 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 1.9 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.2 No rips,tears or penetrations ' (0 to 39.0 625 to 1560 3350 1.9 No rips,tears or penetrations 13.0 to 32.5 � Result: Pass Note: Test Specimen #1, #2 and#3 were cycled in a common chamber. . F , . �� ' A0227.01-201-47 Architectural Testing Page 12 of 14 General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTME 1996. Impact Test Plan#: 01-031510 , Test Equipment: , Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were not used to seal against air leakage during structural testing. " Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. List of Official Observers: Name � Company . , Randy Gryskiewicz Marvin Windows and Doors Karl Lips-Eakins Architectural Testing,Inc. } � . , �� A0227.01-201-47 Architectural Testing Page 13 of 14 Detailed drawings, data sheets,representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full,without the written approval of Architectural Testing,Inc. For ARCHITECTURAL TESTING,INC. � ' s-�,, � � \ -�, r`'. � ;'" , �" �(% ---- -- ""-—�_-_ DigiFally Signed by:Karl Lips-Ealm�s Digihally Signed by:Daniel A.Johnso Karl A. Lips-Eakins Daniel A. Johnson Technician Director-Regional Operations KLE/jb Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: WDMA Submittal Fonns(2) Appendix-B: Drawings(45) � , . �� A0227.01-201-47 Architectural Testing Page 14 of 14 . Revision Log Rev.# Date Page(s) Revision(s) 0 07/21/10 N/A Original report issue. Report and drawings forwarded to AMS for Hallmark Certification. This report produced from controlled document ternpflate ATp 00165,revised 11/04/�9. , • ' Architectural Testing , Reference project window#'s- 121, 123 & 125 ASTM E 1886 and ASTM E 1996 TEST REPORT Rendered to: MARVIN WINDOWS AND DOORS SERIES/MODEL: Ultimate Casement Picture StormPlus IZ3 PRODUCT TYPE: Fized Windows Report No.: 92354.01-201-47 Test Dates: 05/13/09 Through: 06/16/09 ' Report Date: 07/22/09 Expiration Date: 05/13/13 849 Western Avenue North St. Paul,MN 55117 phone: 651-636-3835 fax: 651-636-3843 www.archtest.com ` � . � , Architectural Testing . ASTM E 1886 and ASTM E 1996 TEST REPORT ' Rendered to: � MARVIN WINDOWS AND DOORS � Highway 11 West,P.O. Box 100 � ' Warroad,Minnesota 56763-0100 • Report No.: 92354.01-201-47 � " Test Dates: OS/13/09 Through: 06/16/09 Report Date: 07/22/09 Expiration Date: � � OS/13/13 � Project Summary: Architectural Testing, Inc. was contracted by Marvin Windows & Doors to � perform testing on three, Series/Model; Ultimate Casement Picture .StormPlus IZ3 Fixed � Windows. The samples tested met the performance requirements set forth in the referenced test ' procedures for a �3�120 Pa (f65.0 ps fl Design Pressure with missile impacts corresponding to ' Missile Level D and Wind Zone 3. Test specimen description and results are reported herein. � The samples were provided by the client. ' Impact Test Plan: #03-050509-B Test Procedures: The.test specimens were evaluated in accordance with the following: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain � Walls, DooYs and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure D�erentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Cu�tain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. Test Specimen#1 Description: - � Series/Model: Clad Ultimate Casement Picture StormPlus IZ3 60108 ' Product Type: Aluminum Clad Wood Fixed Window Overall Size: 1524 mm(60")wide by 2708 mm(106-5/8")high � Sash Size: 1481 mm(58-9/16")wide by 2665 mm(104-15/16")high - Area: 4.13 m2(44.4 ft2) . Finish: Aluminum Clad Exterior with white 70%Kynar paint,bare wood interior. 849 Western Avenue North ' St. Paul,MN 55117 phone: 651-636-3835 ' fax: 651-636-3843 � www.archtest.com � � ti � � � 92354.01-201-47 Architectural Testing Page2of15 � Test Specimen#1 Description: (Continued) Frame Construction: The frame consisted of pine members with step/butt joints secured � � with one 1-1/2" staple through the jamb into the head jamb and sill, and three 1-1/2" staples through the head jamb and sill into the jamb. Aluminum cladding was slip fit onto the wood - members. The cladding was miter cut at the corner, and secured with a silicone injected corner key, and two #8 x 3/8" screws. The interior wood stops were secured with a vinyl connecting barb. �_ - Sash Construction: The sash members consisted of pine members with slot and tenon joinery. Corners were secured with one 1/2" crown by 1" long staple through the stile into the rail. The aluminum cladding was secured to the wood with a vinyl extrusion that snap fit to the aluminum and wood. The cladding corners were secured with a corner key and dimpling the cladding. Drainage: No weeps were present. Weatlierstripping: _ Description . uanti - Location � - 8 mm(0.31")by 6 mm 1 Row Frame perimeter (0.25")dual durometer foam filled bulb - . - , 8 mm(0.31")dual 1 Row Sash perimeter - - � durometer flexible � ' vinyl bulb Glazing Material: The sash utilized a nominal 25.4 mm (1") thick sealed insulated glass . fabricated from a pane of 4.7 mm (0.18") thick tempered glass, 9.9 mm (0.39") stainless steel spacer system, and a laminated lite with a total thickness of 10.2 mm (0.40"). The . � � laminated lite was comprised of 3.9 mm (0.15") annealed glass, 2.4 mm (0.095") SGP , laminate layer, and 3.9 mm(0.15") annealed glass. Glazing Method: The glass was set, from the exterior, against Manus 35MP on the interior wood surface, and sandwiched between the wood interior and aluminum cladding and Manus 35MP on the exterior. The perimeter of the glass was backfilled with Manus 35MP. � Daylight Opening: 1377 mm(54-3/16")wide by 2561 mm(100-13/16")high , � �� 92354.01-201-47 Architectural Testing Page 3 of 15 Test Specimen#1 Description: (Continued) Hardware: Description uanti Location Stationary brackets Varies Frame/sash 171 mm (6-3/4") from each corner and not to exceed 381 mm(15") inches spacing lteinforcement: No reinforcement was utilized. Installation: The window was installed within a wood double buck and secured with shucturaUinstallation brackets that maintained a 13 mm (1/2") rough opening gap. The brackets were attached to the frame with three #8 x 5/8" long full thread fasteners per bracket;the brackets were attached to the buck with three#8 x 1-1/4" long full thread screws per bracket. The unit was sealed to the buck with silicone. Test Specimen#2 Description: Series/Model: Wood Ultimate Casement Picture StormPlus IZ3 60108 Product Type: Wood Fixed Window Overall Size: 1524 mm(60")wide by 2708 mm(106-5/8")high Sash Size: 1481 mm(58-5/16")wide by 2665 mm(104-15/16")high Area: 4.16 m2(44.8 ft2) Finish: Primed exterior,bare wood interior. Frame Construction: The frame consisted of pine member with step/butt joints secured with one 1-1/2" staple through the jamb into the head jamb and sill and three 1-1/2" staples through the head jamb and sill into the jamb. The interior wood stops were secured with a vinyl connecting barb at the head and sill. The vertical stops were made of solid wood which was secured to the jamb members with a vinyl connecting barb. Sash Construction: The sash members consisted of pine members with slot and tenon joinery. Corners were secured with two 1-1/2"brad nails. Drainage: No weeps were present. . � 92354.01-201-47 Architectural Testing Page4of15 Test Specimen#2 Description: (Continued) Weatherstripping: ' , Description uanti Location 8 mm(0.31")by 6 mm 1 Row Frame perimeter (0.25")dual durometer foam filled bulb 8 mm(0.31") dual 1 Row Sash perimeter durometer flexible � vinyl bulb Glazing Material: The sash utilized a nominal 25.4 mm (1") thick sealed insulated glass fabricated from a pane of 4.7 mtn (0.18") thick tempered glass, 9.9 mm (0.39") stainless - steel spacer system, and a laminated lite with a total thickness of 10.2 mm (0.40"). The laminated lite was comprised of 3.9 mm (0.15") annealed glass, 2.4 mm (0.095") SGP laminate layer,and 3.9 mm(0.15")annealed glass. Glazing Method: The glass was set from the exterior against Manus 35MP on the interior ' wood surface, and sandwiched between the wood interior, Manus 35MP; and wood bead on the exterior. The perimeter of the glass was backfilled with Manus 35MP. � Daylight Opening: 1377 mm(54-3/16")wide by 2561 mm(100-7/8")high Hardware: ' � Description uanti Location 5tationary bracket Varies Frame/sash 171 mm (6-3/4") from each corner and not to exceed 381 , mm(15")inch spacing Reinforcement: No reinforcement was utilized. Installation: The window was installed within a wood double buck and secured through the frame jambs and head jamb with #8 x 3" screws spaced 102 mm (4") from the corners and did not exceed 381 mm(15") on center maintaining a 13mm(1/2") rough opening gap. The unit was sealed to the buck with silicone. ' Test Specimen#3 Description: Series/Model: Clad Ultimate Casement Picture StorinPlus IZ3 7278 Product Type: Aluminum Clad Wood Fu�ed Window . � 92354.01-201-47 Architectural Testin� Page 5 of 15 Test Specimen#3 Description: (Continued) ' Overall 5ize: 1845 mm(72-5/8")wide by 1959 mm(77-1/8")high ' Sash Size:� 1802 mm(70-15/16")wid'e by 1916 mm(75-7/16")high � Area: 3.61 m2(38.9 ft2') Finish: Aluminum Clad Exterior with white 70%Kynar paint,bare wood interior. Frame Construction: The frame consisted of pine members with step/butt joints secured with one 1-1/2" staple through the jamb into the head jamb and sill, and three 1-1/2" staples ,through the head jamb and sill into the jambs.� Aluminum cladding was slip fit onto the wood members. The cladding was miter cut at the corner, and secured with a silicone ' � injected corner key, and two #8 x 3/8" screws. The interior wood stops were secured with a vinyl connecting barb. ' Sash Construction: The sash members consisted of pine members with slot and tenon joinery. Corners were secured with one 1/2" crown by 1" long staple through the stile into the rail. The aluminum cladding was secured to the wood with a vinyl extrusion that snap fit to the aluminum and wood.' The cladding corners were secured with.a corner key and dimpling the cladding. - Drainage: No weeps were present. Weatherstripping: _ ' Descriution uanti Location , 8 mm(0.31")by 6 mm 1 Row Frame perimeter (0.25")dual durometer foam filled bulb ' ' 8 mm(0.31")dual 1 Row Sash perimeter durometer flexible � vinyl bulb . Glazing Material: The sash utilized a nominal 25.4 mm (1") thick sealed insulated glass � fabricated from a 4.7 mm (0.18") thick annealed exterior lite, a 9.9 mm (0.39") stainless steel spacer system, and a 10.2 mm (0.40") thick laminated interior lite. The laminated lite was comprised of 3.9 mm (0.15") annealed glass, 2.4 mm (0.095") SGP laminate layer, and 3.9 mm(0.15") annealed glass. Glazing Method: The glass was set, from the exterior, against Manus 35MP on the interior wood surface, and sandwiched between the wood interior and aluminum cladding and Manus 35MP on the exterior. The perimeter of the glass was backfilled with Manus 35MP. . . � 92354.01-201-47 Architectural Testing Page 6 of 15 � � - Test Specimen#3 Description: (Continued) Daylight Opening: 1697 mm(66-13/16")wide by 1812 mm(71-5/16")high Hardware: Description uanti Location Stationary bracket Varies Frame/sash 171 mm (6-3/4") from each corner and not to exceed 381 mm(15")inches , Reinforcement: No reinforcement was utilized. The window was installed within a wood double buck secured through the jamb with#8 x 3" • screws spaced 102 mm (4") from the corners and 381 mm (15") maximum spacing maintaining a 13 mm (1/2") rough opening gag. The unit was sealed to the buck with silicone. Test Specimen#4 Description: Series/Model: Wood Ultimate Casement Picture StormPlus IZ3 7278 Product Type: Wood Fixed Window Overall Size: 1845 mm(72-5/8")wide by 1959 mm(77-1/8")high ' Sash Size: 1802 mm(70-15/16")wide by 1916 mm(75-7/16")high Area: 3.61 m2(38.9 ft2) � Finish: Primed exterior,bare wood interior. Frame Construction: The frame consisted of pine member with steplbutt joints secured with one 1-1/2" staple through the jamb into the head jamb and sill and three 1-1/2" sta.ples through the head jamb and sill into the jamb. The interior wood stops were secured with a vinyl connecting barb at the head and sill. The vertical stops were made of solid wood which was secured to the jamb members with a vinyl connecting barb. Sash Construction: The sash members consisted of pine members with slot and tenon joinery. Corners were secured with two 1-1/2"brad nails. Drainage: No weeps were present. s , . � - 92354.01-201-47 - Architectural Testing Page7of15 Test Specimen#4 Description: (Continued) Weatherstripping: Description uanti Location 8 mm(0.31")by 6 mm 1 Row Frame perimeter (0.25") dual durometer foam filled bulb 8 mm(0.31")dual 1 Row Sash perimeter durometer flexible vinyl bulb Glazing Material: The sash utilized a nominal 25.4 mm (1") thick sealed insulated glass , fabricated from a 4.7 mm (0.18") thick annealed exterior lite, a 9.9 mm (0.39") stainless steel spacer system, and a 10.2 mm (0.40") thick laminated interior lite. The laminated lite was comprised of 3.9 mm (0.15") annealed glass, 2.4 mm(0.095") SGP laminate layer, and 3.9 mm(0.15")heat strengthened glass. Glazing Method: The glass was set from the exterior against Manus 35MP on the interior wood surface, and sandwiched between the wood interior, Manus 35MP, and wood bead on the exterior. The perimeter of the glass was backfilled with Manus 35MP. Daylight Opening: 1697 mm(66-13/16")wide by 1812 mm(71-5/16")high Hardware: Description uanti Location Stationary brackets Varies Frame/sash 171 mm (6-3/4") from each corner and not to exceed 381 mm(15")inches spacing Reinforcement: No reinforcement was utilized. Installation: The window was installed within a wood double buck and secured with structuraUinstallation brackets that maintained a 13 mm (1/2") rough opening gap. The � brackets were attached to the frame with three #8 x 5/8" long full thread fasteners per bracket; the brackets were attached to the buck with three#8 x 1-1/4" long full thread screws per bracket. The unit was sealed to the buck with silicone. . � �� 92354.01-201-47 � Architectural Testing Page8of15 Test Results: The following results have been recorded: ASTM E 1886,Large Missile Impact Conditioning Temperature: 23°C (73°F) Missile Weight: 4173 g(9.21bs) � _ Missile Length: 2438 mm(96") Muzzle Distance from Test Specimen: 3.7 m(12 ft.) Test Unit#1 Impact#1: Missile Velocity: 15.0 m/s(49.3 fps); orientation within f5° of vertical Impact Area: Center of glazing Observations: Missile hit target area;no rips,tears or penetrations Results: Pass Test Unit#2 Impact#1: Missile Velocity: 15.0 m/s(49.1 fps); orientation within�5° of vertical Impact Area: Upper left•glazing corner Observations: Missile hit target area; no rips,tears or penetrations � Results: Pass Test Unit#3 Impact#1: Missile Velocity: 15.0 m/s(49.3 fps); orientation within f5° of vertical Impact Area: Center of glazing ' � Observations: Missile hit target area; deglazed along stile- from top corner down 394 mm(15-1/2") Results: Fail Test Unit#4 � , , Imuact#1: Missile Velocity: 15.4 m/s (50.6 fps); orientation within�5° of vertical Impact Area: Lower right glazing corner Observations: Missile hit target area; no rips,tears or penetrations Results: Pass � � 92354.01-201-47 Architectural Testing Page9of15 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#1 Design Pressure: f3120 Pa(f65.0 ps fl POSITIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) - 625 to 1560 3500 2.0 No rips,tears or pene�rations 13.0 to 32.5 0 to 1870 300 2.5 No rips,tears or penetrations 0 to 39.0 1560 to 2490� 600 2.0 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.4 No rips,tears or penetrations 19.5 to 65.0) ' NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 935 to 3120 50 2.0 No rips,tears or penetrations � 19.5 to 65.0 1560 to 2490 1050 2.0 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 - Result: Pass . � - 92354.01-201-47 Architectural.Testing Page 10 of15 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit�#2 Design Pressure: f3120 Pa(f65.0 ps� � POSITIVE PRESSURE Pressure Average Range Number of Cycle Time Observations Pa(ps� Cycles (seconds) 625 to 1560 3500 2.0 No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.5 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 2.0 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.4 No rips,tears or penetrations 19.5 to 65.0 NEGATIVE PRESSURE Pressure Average Range Number of Cycle Time Observations . Pa (ps� Cycles (seconds) 935 to 3120 50 2.0 No rips,tears or penetrations 19.5 to 65.0 1560 to 2490 1050 2.0 No rips, tears or penetrations 32.5 to 52.0 � 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 Result: Pass , ' � 92354.01-201-47 Architectural Testing Page 11 of15 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling � Test Unit#3 � Design Pressure: �3120 Pa(�65.0 ps fl POSITIVE PRESSURE Pressure Average Range Number of- Cycle Time Observations Pa(ps fl Cycles ��econds) � 625 to 1560 3500 2.2 ' No rips,tears or penetrations 13.0 to 32.5 0 to 1870 300 2.4 No rips,tears or penetrations 0 to 39.0 1560 to 2490 600 2.1 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.9 No rips,tears or penetrations 19.5 to 65.0 NEGATIVE PRESSURE Pressure Average Range - Number of Cycle Time Observations Pa(ps fl Cycles (seconds) 935 to 3120 50 2.1 No rips,tears or penetrations 19.5 to 65.0 . � 1560 to 2490 1050 1.8 No rips,tears or penetrations 32.5 to 52.0 0 to 1870 50 2.0 No rips,tears or penetrations 0 to 39.0 i 625 to 1560 3350 1.8 No rips,tears or penetrations 13.0 to 32.5 � I' i i Result: Pass � � � � , ' � , - 92354.01-201-47 Architectural Testin� Page12of15 � Test Results: (Continued) � ' ASTM E 1886,Air Pressure Cycling � Test Unit#4 , Design Pressure: �3120 Pa(f65.0 ps fl ; POSITIVE PRESSURE ' Pressure Number of Average Range Cycles Cycle Time Observations , Pa(ps� (seconds) 625 to 1560 3500 2.0 No rips,tears or penetrations 13.0 to 32.5 � 0 to 39.0 300 2.0 No rips,tears or penetrations I � 1560 to 2490 600 2.0 No rips,tears or penetrations 32.5 to 52.0 935 to 3120 100 2.0 No rips,tears or penetrations 19.5 to 65.0 � NEGATIVE PRESSURE Pressure Number of Average ' Range Cycle Time Observations I Pa(ps� Cycles (seconds) � 935 to 3120 50 2.0 No rips,tears or penetrations , 19.5 to 65.0 1560 to 2490 1050 2.0 No rips,tears or penetrations ; 32.5 to 52.0 � 0 to 1870 50 3.0 No rips,tears or penetrations 0 to 39.0 625 to 1560 3350 2.0 No rips,tears or penetrations 13.0 to 32.5 � Result: Pass General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTME 1996. . � 92354.01-201-47 Architectural Testing Page 13 of 15 Test Equipment: � Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine , ' Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were used to seal against air leakage during structural testing. In our opinion, the tape and film did not influence the results of the test. Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen reported herein. Impact Test Plan: #03-050509-B List of Official Observers: Name Companv Randy Gryskiewicz Marvin Windows &Doors Karl A. Lips-Eakins Architectural Testing,Inc. � � 92354.01-201-47 Architectural Testing Page14of15 Detailed drawings, data sheets,representative samples of test specimens, a copy of this report, or other pertinent project documentation will be retained by Architectural Testing, Inc. for a period of four years from the original test date. At the end of this retention period, such materials shall be discarded without notice and the service life of this report will expire. � Results obtained are tested values and were secured by using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this � laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full,without the written approval , of Architectural Testing,Inc. , - For ARCHITECTURAL TESTING,INC. .i , _ , r`�- �G� - ,�' - - �+e�rs�a er•�s�,u,a�. o�uys�„oa by:o�oiaron Eric J. Schoenthaler Daniel A. Johnson - Project Manager Director-Regional Operations EJS:es Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: WDMA Submittal Forms(2) Appendix-B: Drawings(44) , J , � � � 92354.01-201-47 Architectural Testing Page 15 of 15 , Revision Log Rev.# Date Pase(s) Revision(s) . 0 07/22/09 N/A Original report issue. Report and drawings forwarded to AMS for Hallmark Certification. 'd'his report produced froni controlled document temp➢ate A'�d OiD165, revised 03/OS/09. � � � , � � � � �6� 1 '� Architectural Testing � Reference Project Doors#B02, B03& D103 ASTM E1�86 and ASTM E1996'�EST REPORT Report No.: F4631.03-201-47 Rendered to: INTEGRITY WINDOWS AND DOORS FROfVI MARVIN West Fargo, North Dakota PRODUCT TYPE: Fiberglass Clad Wood Sliding French Door with Impact Glazing SERIES/MODEL: Integrity Impact Sliding French Door—IZ3 Test Dates: 01/11/16 Through: 01/13/16 Report Date: 01/20/16 Test Record Retention End Date: 01/13/20 �� , � Test Report No.: F4631.03-201-47 ' Report Date: 01/20/16 ArchiYeetural Testing Page 1 of 13 1.0 Report Issued To: Integrity Windows and Doors ' 1320 9th St N.E. West Fargo, North Dakota 58078 2.0 Test Laboratory: Architectural Testing, Inc., an Intertek Company("Intertek-ATI") 849 Western Avenue North St. Paul, Minnesota 55117 651-636-3835 � • 3.0 Project Summary: 3.1 Product Type: Fiberglass Clad Wood Sliding French Door with Impact Glazing 3.2 Series/Model: Integrity Impact Sliding French Door—IZ3 3.3 Compliance Statement: Results obtained are tested�values and were secured by using the designated test methods.The specimens tested met the performance requirements set forth in the referenced test procedures for a +2640/-2640 Pa (+55.13/-55.13 psf) Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 3. 3.4 Test Dates: 01/11/16-01/13/16 3.5 Test Record Retention End Date: All test records for this report will be retained until ' January 20, 2020. 3.6 Test Location: Integrity test facility in West Fargo, North Dakota. Calibration of test equipment was performed by Intertek-ATI in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories". 3.7 Test Specimen Source: The test specimens were provided by the client. Representative - samples of the test specimen will be retained by Intertek-ATI for a minimum of four - years from the test completion date. � 3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimens reported herein. Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix A. Any deviations are documented herein or on the drawings. 3.9 List of Official Obseroers: Name Company Scott Lemke Integrity Windows and Doors Karl Lips-Eakins Intertek-ATI www.archtest.com . www.intertek.com/building � . �� Test Report No.: F4631.03-201-47 � 6� Report Date: 01/20/16 Architectural Testing Page 2 of 13 4.0 Test Specifications:' ASTM E1886-05,Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(sJ and Exposed to Cyclic Pressure Differentials ASTM E1996-09,Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 5.0 Test Specimen Description: 5.1 Product Sizes: Overall Area: Width Height , 5.85 m2 millimeters inches millimeters inches (63.0 ft2) Overall size 2413 95 2425 95-1/2 Active panel 1209 47-5/8 2338 92-1/16 Fixed panels 1209 47-5/8 2338 92-1/16 Screen 1198 47-3/16 2363 93-1/16 5.2 Frame Construction: Frame Member Material Description Frame was composed of a fiberglass pultrusion. Fiberglass, An aluminum screen track was fastened through Exterior head jamb aluminum,wood the exterior and into a wood backer with#8 x 5/8 screws. An aluminum panel stop was secured to the interior with#8 x 5/8" screws. Exterior side jambs Fiberglass Frame was composed of a fiberglass pultrusion. and sill The frame was composed of pine wood on the Interior Wood jambs and head jamb liners. The sill liner was oak or white ash. www.archtest.com � www.intertek.com/building } �' Test Report No.: F4631.03-201-47, � Report Date: 01/20/16 Archltectural TestlnQ Page 3 of 13 5.0 Test Specimen Description: (Continued) 5.2 Frame Construction: (Continued) Joinery Type Detail Fiberglass head Secured with nylon corner keys, sealed with Miter-cut corners silicone,and fastened with eight#8 x 1/2" screws. Secured with nylon corner keys, sealed with _ Fiberglass sill silicone, and fastened to the jambs with two#8 x Butted 1/2" screws and secured to the sill with one #8 x corners 2" screw, one #8 x 2-1/2", and one #8 x 3" screw per corner. Wood liners, gutted Snap fit to the fiberglass member and fastened - jamb/head with two 1/8" crown x 1-1/8"staple per corner. - Sill liner _ Butted Attached to the sill with 1/2"x 0.031"wide glazing � tape. 5.3 Panel Construction: Panel Member Material Description Exterior Fiberglass Composed of a fiberglass pialtrusion. Exterior stile qluminum Covers Euro Groove on meeting stiles of cover stationary panels. Interior Wood Composed of clear pine. Covers Euro Groove on meeting stile of operator Interior stile filler LVL panel. It was fastened to the panel with #8 x 2- � 1/2" screws. Joinery Type � Detail Secured with nylon corner keys and sealed with � silicone. The lower corners were fastened with Exterior Coped and butted one #8 x 1" screw, one #8 x 2" screw, and two#8 fiberglass x 1-3/4" screws. The upper corners were secured with three #8 x 1" screws and one #8 x 1-3/4" screw. Interior wood Coped and butted Secured to each other with 1/4"x 2"wood dowels, three per lower corner and two per upper corner. Exterior Interior wood is joined to exterior fiberglass with fiberglass to Face bonded 1-1/2" x 1/32" glazing tape and one 4 mm interior wood diameter discontinuous bead of sealant. www.archtest.com � www.intertek.com/building , t �' Test Report No.: F4631.03-201-47 Report Date: 01/20/16 Architeetural Testing Page 4 of 13 5.0 Test Specimen Description: (Continued) 5.4 Weatherstripping: Description Quantity Location Vinyl leaf 1 Row Frame perimeter. Interlock with flexible bulb 1 Rows Operator to stationary meeting stile. Interlock with vinyl leaf 1 Rows Operator to stationary meeting stile. Closed cell foam tape 1 Surrounding stationary panel at jambs and head jamb. Closed cell foam rod, 3/8" 1 Row Under stationary panel. diameter 60 mm (2-3/8")x 16 mm (5/8")x 1 Above stationary interlock. � 13 mm (1/2") pile pad Sealed to sill weatherstrip and stationary Interlock end plug seal with 1 panel with sealant at the bottom end of attached pile pad stationary interlock. Pile pad seals against operator panel. 5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimen can be made. _ Glass Spacer Interior Lite Exterior Lite Glazing Method Type Type 8.0 mm 6.9 mm Lami The glass was silicone glazed „ comprised of 2.2 (0.325 ) mm (3/32") 3.9 mm W�th Dow Corning 791 on the 19 mm desiccant annealed/0.090" (5/32") interior and exterior. The glass (0.75") IG filled SGP interlayer/ Tempered Was backfilled around the � metal 2.2 mm (3/32") perimeter with Dow Corning spacer annealed 791' Location Quantity Daylight Opening Glass Bite millimeters inches Panels 2 1026 x 2094 40-3/8 x 82-7/16 16 mm (5/8") www.archtest.com . www.intertek.com/building , �' • Test Report No.: F4631.03-201-47 ' Report Date: 01/20/16 Archltectural Testi�g Page 5 of 13 5.0 Test Specimen Description: (Continued) 5.6 Drainage: Drainage Method Size Quantity ' Location Exterior weep 27 x 9 mm On face below exterior sill nose. notch (1"x 1/4") Z Located 1116 mm (43-15/16") from both ends. On interior side of sill parting stop, Interior weep 51 x 8 mm located 38 mm (1-1/2")from each end notch (2"x 0.30") 3 of sill and 1852 mm (72-7/8") from stationary panel end of the sill. 5.7 Hardware: Description Drawing Quantity Location Number Two point reach-out Operating panel locking stile, 914 mm lock with keeper on 00025667 1 and 1080 mm (36", 42-1/2") from the � astragal bottom rail. � Pull handle 00051092 1 Operating panel locking stile, 1041 mm 00051457 (41") up from the sill. Adjustable metal Operating panel bottom rail, 114.mm rollers 00003684 2 (4-1/2")from bottom rail. 5.8 Reinforcement: � Drawing Number Location Material 98680 Stationary panel stile Aluminum. 83733 Operator panel stile LVL. - 5.9 Screen Construction: Frame Material Corner Construction Mesh Type Mesh Attachment Method Extruded Miter-cut and keyed Fiberglass Vinyl spline. aluminum www.archtest.com . www.intertek.com/building ��'A Test Report No.: F4631.03-201-47 " � Report Date: 01/20/16 Archltectural Testing Page 6 of 13 6.0 Installation: 6.1 Test Specimens#1-3: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with sealant. Location Anchor Description Anchor Location „ Spaced a max of 152 mm (6)" from corners Nail flange 2 roofing nails and 178 mm (7") on center. Installation clips were secured to the frame with three #7 x 5/8" screws and to the buck Head and Jambs Installation Clips with three #8 x 1-1/4" screws. Clips were within 152 mm (6") of the corner and then max of 457 mm (18") spacing. 178 mm (7")and 610 mm (24")from the head Stationary jamb #8 x 3"screw jamb. 216 mm (8-1/2"), 648 mm (25-1/2"), and 1054 mm (41-1/2")from sill. , 178 mm (7")and 610 mm (24")from the head Operator jamb #8 x 3"screw 1amb. 216 mm (8-1/2"), 648 mm (25-1/2"), 956 mm (37-5/8"), 1054 mm (41-1/2"), and 1145 mm (45-1/8")from sill. Side jamb, 924 mm (36-3/8"), 1004 mm (39- Keeper #8 x 3" screw 1/2"), 1098 mm (43-1/8"), and 1177 mm (46- 5/8")from sill. Sill Grade NS, Class 25 Three 10 mm (3/8") dia. beads between the sealant" sill plate and buck. Brackets were secured through the sill and into the sub floor using two #10 x 2-3/4" Sill Sill installation bracket Masonry screws. The brackets were spaced 152 mm (6")from each jamb and 152 mm(6") on either side of the interlock. One through the top stationary panel bracket 1250 mm (49-7/32") from the stationary Head jamb #8 x 3" screw jamb. Additional screws spaced 86 mm (3- 3/8")from corner and a maximum of 483 mm (19") on center. www.archtest.com . www.intertek.com/building . � Test Report No.: F4631.03-201-47 . Archlteetural Testing Report Date: 01/20/16 , Page 7 of 13 6.0 Installation: (Continued) , , 6.2 Test Specimen#2: , _ The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with sealant. Location Anchor Description Anchor Location ' Structural brackets were attached to the unit with one #7 x 5/8" screw and construction Head and Jambs Structural brackets adhesive, and to the buck with two #8 x 1- 5/8" screws 152 mm (6") from each end and spaced 304 mm (12") on center. , 178 mm (7")and 610 mm (24")from the head Stationary jamb #8 x 3" screw � jamb. 216 mm (8-1/2"), 648 mm (25-1/2"), and 1054 mm (41-1/2")from sill. ; 178 mm (7")and 610 mm (24")from the head � Operator jamb #8 x 3" screw 1amb. 216 mm (8-1/2"), 648 mm (25-.1/2"), 956 mm (37-5/8"), 1054 mm (41-1/2"), and 1145 mm (45-1/8")from sill. - Side jamb, 924 mm (36-3/8"), 1004 mm (39- Keeper #8 x 3"screw 1/2"), 1098 mm (43-1/8"), and 1177 mm (46- 5/8")from sill. Sill Grade NS, Class 25 Three 10 mm (3/8") dia. beads between the sealant sill plate and buck. � Brackets were secured through the sill and into the sub floor using two #10 x 2-3/4" Sill Sill installation bracket Masonry screws. The brackets were spaced 152 mm (6")from each jamb and 152 mm(6") on either side of the interlock. One through the top stationary panel bracket 1250 mm (49-3/16") from the stationary Head jamb #8 x 3"screw jamb. Additional screws spaced 86 mm (3- � 3/8")from corner and a maximum of 483 mm ' (19")on center. www.archtest.com . www.intertek.com/building Test Report No.: F4631.03-201-47 Arehltectural Testing Report Date: 01/20/16 Page 8 of 13 . 7.0 Test Results: The results are tabulated as follows: ASTM E1886,Large Missile Impact Conditioning Temperature: 21°C(70°F) Missile Weight: 4128 g(9.1 Ibs) � Missile Length: 2.4 m (96") Muzzle Distance from Test Specimen: 4.9 m (16') Test Unit#1: Orientation within±5�of horizontal Impact#1: Missile Velocity: 15.0 m/s(49.9 fps) ' Impact Area Center of glass Observations Missile hit target area, no rips tears or penetrations Results Pass � Test Unit#2: Orientation within±5°of horizontal Impact#1: Missile Velocity: 15.2 m/s(50.0 fps) Impact Area Lower right corner of glass Observations Missile hit target area, no rips tears or penetrations Results Pass Test Unit#3: Orientation within±5°of horizontal , Impact#1: Missile Velocity: 15.2 m/s(50.0 fps) Impact Area Upper left corner of glass Observations Missile hit target area, no rips tears or penetrations Results Pass " Test Unit#4: Orientation within±5'of horizontal Impact#1: Missile Velocity: 15.2 m/s (50.0 fps) Impact Area Center of glass Observations Missile hit target area, no rips tears or penetrations Results Pass www.archtest.com . www.intertek.com/building �' Test Report No.: F4631.03-201-47 " Report Date: 01/20/16 Architectural Testing Page 9 of 13 7.0 Test Results: (Continued) ASTM E1886,Air Pressure Cycling Test Unit#1 Design Pressure: +2640/-2640 Pa (-55.13/+55.13 psf) � POSITIVE PRESSURE � Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) 528 to 1320 (11.0 to 27.6) 3500 2.70 No rips or tears. 0 to 1584 (0.0 to 33.1) 300 4.70 No rips or tears. 1320 to 2112 (27.6 to 44.1) 600 3.00 No rips or tears. 792 to 2640 . � (16.5 to 55.1) 100 4.90 No rips or tears. NEGATIVE PRESSURE Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) , 792 to 2640 (16.5 to 55.1) 50 4.90 � No rips or tears. 1320 to 2112 1050 2.80 No.rips or tears. (27.6 to 44.1) 0 to 1584 - (0.0 to 33.1) 50 4.80 No rips or tears. 528 to 1320 (11.0 to 27.6) 3350 3.00 No rips or tears. Result: Pass � www.archtest.com . www.intertek.comlbuilding �' Test Report No.: F4631.03-201-47 Archlt�l Testing Report Date: 01/20/16 Page 10.of 13 � 7.0 Test Results: (Continued) ASTM E1886,Air Pressure Cycling Test Unit#2 Design Pressure: +2640/-2640 Pa (-55.13/+55.13 psf) _ POSITIVE PRESSURE Pressure Average Cycle ' Range Number of Time Observations Pa (ps� Cycies (seconds) 528 to 1320 � (11.0 to 27.6) 3500 2.70 No rips or tears. 0 to 1584 300 4.70 No rips or tears. (0.0 to 33.1) 1320 to 2112 600 3.00 No rips or tears. (27.6 to 44.1) 792 to 2640 (16.5 to 55.1) 100 4.90 No rips or tears. NEGATIVE PRESSURE Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) 792 to 2640 - (16.5 to 55.1) 50 4.90 No rips or tears. 1320 to 2112 (27.6 to 44.1) 1050 2.80 No rips or tears. 0 to 1584 (0.0 to 33.1) 50 4.80 No rips or tears. 528 to 1320 3350 3.00 No rips or tears. (11.0 to 27.6) Result: Pass www.archtest.com v www.intertek.com/building �� Test Report No.: F4631.03-201-47 � Report Date: 01/20/16 Archltectural Testing Page 11 Of 13 7.0 Test Results: (Continued) ASTM E1886,Air Pressure Cycling Test Unit#3 Design Pressure: +2640/-2640 Pa (-55.13/+55.13 psf) POSITIVE PRESSURE Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) 528 to 1320 3500 2.50 No rips or tears. (11.0 to 27.6) 0 to 1584 (0.0 to 33.1) 300 4.50 No rips or tears. 1320 to 2112 (27.6 to 44.1) 600 2.80 No rips or tears. 792 to 2640 (16.5 to 55.1) 100 4.80 No rips or tears. MEGATIVE PRESSURE Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) 792 to 2640 (16.5 to 55.1) 50 4.90 No rips or tears. 1320 to 2112 1050 2.80 No rips or tears. (27.6 to 44.1) 0 to 1584 (0.0 to 33.1) 50 4.50 No rips or tears. 528 to 1320 (11.0 to 27.6) 3350 2.90 No rips or tears. Result: Pass www.archtest.com . www.intertek.com/building ' �' Test Report No.: F4631.03-201-47 Archlt�l Testing Report Date: 01/20/16 Page 12 of 13 7.0 Test Results: (Continued) ASTM E1886,Air Pressure Cycling Test Unit#4 � Design Pressure: +2640/-2640 Pa (-55.13/+55.13 psf) POSITIVE PRESSURE Pressure Average Cycle Range Number of Time Observations Pa (psf) Cycles (seconds) 528 to 1320 (11.0 to 27.6) 3500 2.50 No rips or tears. 0 to 1584 300 4.50 No rips or tears. (0.0 to 33.1) 1320 to 2112 (27.6 to 44.1) 600 � 2.80 No rips or tears. 792 to 2640 � (16.5 to 55.1) , 100 4.80 No rips or tears. NEGATIVE PRESSURE Pressure Average Cycle Range �umber of Time Observations Pa (psf) Cycles (seconds) 792 to 2640 50 4.90 No rips or tears. (16.5 to 55.1) 1320 to 2112 1050 2.80 No rips or tears. (27.6 to 44.1) 0 to 1584 (0.0 to 33.1) 50 4.50 No rips or tears. 528 to 1320 3350 2.90 No rips or tears. (11.0 to 27.6) Result: Pass � www.archtest.com . www.intertek.com/building � �' Test Report No.: F4631.03-201-47 Repo,rt Date: 01/20/16 Archltectural Testlng Page 13 of 13 General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E1996. � 7.0 Test Equipment: , Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine � Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were used to seal against air leakage during structural testing. In our opinion,the tape and film did not influence the results of the test. - Intertek-ATI will service this report for the entire test record retention period. Test records such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation, will be retained by Intertek-ATI for the entire test record retention period. This report does not constitute certification of this product nor an opinion or endorsement by , this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI. For INTERTEK-ATI: , � ' _ � - , ✓ ���.�� - '-- - ��d���,so�,�, �B�DY�W��W��� ��g�N Si9r�dta:Damel A.bhraon byJan Bnsfld Karl A. Lips-Eakins Daniel A.Johnson Senior Technician Director—Regional Operations KLE/jb Attachments(pages): This report is complete only when all attachments listed are included. Appendix A: Drawings(66) www.archtest.com . www.intertek.com/building � R ' Test Report No.: F4631.03-201-47 Archltectural Testing Report Date: 01/20/16 Appendix A Drawings www.archtest.com � . www.intertek.com/building f . , y � ;�. , � Architectural Testing Reference Project Door's#102A, 102B & 102C , ASTM E 1886 and ASTM E 1996 TEST REPORT � Report No.: B0802.01-201-47 Rendered to: INTEGRITY FROM MARVIN WINDOWS AND DOORS � West Fargo,North Dakota PRODUCT TYPE: Fiberglass Clad Wood Hinged Glass Doors and Fixed Door/Sidelite SERIES/MODEL: Fiberglass Clad Wood Hinged Glass Doors and Fixed Door-IZ3 IODF , , �Test Dates: 06/07/11 Through: 06/13/11 Report Date: 06/27/11 Test Record Retention End Date: 06/07/15 � s, . ; - � . 1 t � Test Report No.: B0802.01-201-47 � � ' Report Date: 06/27/11 _ Test Record Retention End Date: 06/13/15 /�rchitectural Testing• Page 1 of26 1.0 Report Issued To: Integrity from Marvin Windows and Doors 1320 9th Street NE � , West Fargo,North Dakota 58078 2.0 Test Laboratory: Architectural Testing,Inc. _ 849 Western Ave. N. � St. Paul,MN 55117 651-636-3835 3.0 Project Summary: , 3.1 Product Type: Fiberglass Clad Wood Hinged Glass Doors and Fixed Door/Sidelite 3.2 Series/Model: Fiberglass Clad Wood Hinged Glass Doors and Fixed Door- IZ3 IODF 3.3 Compliance Statement: Results obtained are tested values and�were secured by using the designated test methods. Test samples #1, #2, #3 and #4 tested met the performance requirements set forth in the protocols for ±2640 Pa (±55.00 ps� Design Pressure rating. Test samples #5, #6, #7, #8 tested met the performance requirements set forth in the protocols for +2640 / -3120 Pa (+55.00 / -65.00 ps� � � Design Pressure ratings. Missile impacts corresponding to Missile Level D and Wind Zone 3. ' 3.4 Test Dates: 06/07/2011- 06/13/2011 . � 3.5 Test Location: Architectural Testing, Inc test facility in St. Paul, Minnesota. Calibration of test equipment was performed by Architectural Testing in accordance with AAMA 205-01 "In-Plant Testing Guidelines for Manufacturers and Independent Laboratories". 3.6 Test Sample Source: The test specimens were provided by the client. Representative samples of the test specimens will be retained by Architectural Testing for a minimum of four years from the test completion date. 3.7 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimens reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix C. Any deviations are documented herein or on the drawings. . 3.8 List of Official Observers: Name CompanX Joe Ondracek Integrity from Marvin Windows and Doors Jeff Crandall Architectural Testing,Inc. ' � www.archtest.com ' f , + 1 � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Test9n$ Page 2 of 26 4.0 Test Specifications: ASTM E 1886-05, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. ASTM E 1996-05, Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes 5.0 Test Specimen#1 and#2 Descriptions: 5.1 Product Sizes: Overall Area: Width Hei ht 4.4 mz (47.1 ftz) millimeters inches millimeters inches Overall size 1803 71 2426 95-1/2 Primary panel 878 34-9/16 2375 93-1/2 Secondary panel 878 34-9/16 2355 93-1/4 5.2 Frame Construction: Frame Member Material Descri tion ' Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. Joinery T e Detail Secured with two corner keys per each corner and two #8 x 5/8" long screws per corner key. The exterior corner key was sealed with silicone. The lower corners of the fiberglass Fiberglass Miter cut and were butt joints secured with a corner key in corners butted each jamb to sill joint. Each corner was secured with four #8 x 1" screws through the sill and two #8 x 5/8" screws through the jamb. The corner keys were sealed with silicone. Wood frame members were snap-fit into the fiberglass members and secured with two 1/8" Wood Corners Butted x 1-1/8" staples were used at each head butt joint. The wood sill liner was fastened to the sill with ta e. www.archtest.com � i ,l� � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Arcliitectural'Test9ng• Page 3 of 26 5.0 Test Specimen#1 and#2 Descriptions: (Continued) 5.3 Panel Construction: , Panel Member Material Description Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. Joinery Type Detail , , Coped,butted and The lower corners were secured with three #8 Exterior All silicone-injected x 1" screws and one #8 x 2-1/2" screw per , ' corner keys. corner. The�upper corners were secured with � four#8 x 1 screws er corner. Secured to each other with three 1/4" x 2" wood dowels per lower corner and two 1/4" x Interior All Coped and butted 2" wood dowels per upper corner. The wood and fiberglass were attached with 1-1/2" x 0.031" lazin ta e. 5.4 Weatherstripping: Description Quantity Location Interior wood astragal; frame head Hollow vinyl bulb 1 Row jamb, jamb and sill; panel hinge stile and to rail. Foam-filled vinyl leaf 1 Row Exterior aluminum astragal. 5.5 Glazing: Glass Spacer Exterior T e T e Interior Lite Lite Glazing Method 2.3 mm (0.090") The glass was silicone glazed 18'8 8.0 mm annealed/2.3 mm 3.9 mm With Dow Corning 791 on the ' mm„ (0.314") (0.090") SGP (0.153") interior and exterior.The (0.740 ) metal interlayer/2.3 mm tempered � glass was backfilled around IG (0.090") annealed the perimeter with Dow Cornin 791. Location Quantity Daylight Opening Glass Bite _ - millimeters inches Panels 2 695 x 2108 27-3/8 x 83 5/8" 5.6 Drainage: Drainage Method Size Quantity Location Sloped sill N/A 1 Sill. www.archtest.com , i . + � � Test Report No.: B0802.01-201-47 � � Report Date: 06/27/11 ' Test Record Retention End Date: 06/13/15 Architectural,Testing Page 4 of 26 5.0 Test Specimen#1 and#2 Descriptions: (Continued) ' 5.7 Hardware: � Descri tion Quantity Location - Hinges 8 191 mm (7-1/2"), 838 mm (33"), 1492 mm (58- 3 4" ,2146 mm 84-1 2" from bottom rail. Shoot bolts 4 Top and bottom rails. Lever 1 914 mm (36") from bottom rail. Dead bolt 1 787 mm (31")from bottom rail. ' 6.0 Installation: 6.1 Test Specimen#1: � The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Descri tion Anchor Location Jambs and 2��roofing nails Through nailing flange 101 mm (4") head from corners and 203 mm 8 on center. ' Jambs and 152 mm (6") from corners and 457 mm • head Installation clips 18" on center. Sill Construction adhesive Sill. 6.2 Test Specimen#2: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Descri tion Anchor Location Structural brackets were attached to the , wood frame with two #7 x 5/8" screws and to the buck with two #8 x 2" screws. The brackets were spaced 152 mm (6") Jambs and from each end and 304 mm (12") on head Structural brackets center. Two #8 x 2-1/2" screws were fastened through each hinge and the head jamb strike on operating units. An additional 3/16" x 2-3/4" masonry screw was fastened through the wood liner on the sill. Sill Construction adhesive and Sill, 152 mm (6") from corners and 305 � Structural Brackets mm 12" on center. www.archtest.com ' , . , Y '� Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 _ Test Record Retention End Date: 06/13/15 Architectural Testing Page 5 of 26 7.0 Test Specimen#3 and#4 Descriptions: (Continued) � 7.1 Product Sizes: Overall Area: Width Hei ht ' 3.8 m2 (40.4 ftz) millimeters inches millimeters inches ' Overall size 1803 71 2083 82 Primary panel 878 34-9/16 2042 79-3/16 Secondary panel 878 34-9/16 2042 79-3/16 ' 7.2 Frame Construction: ' Frame Member Material Descri tion � Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. � joine T e Detail Secured with two corner keys per each corner � and two #8 x 5/8" long screws per corner key. � The exterior corner key was sealed with silicone. The lower corners of the fiberglass Fiberglass Miter cut and were butt joints secured with a corner key in corners butted each jamb �to sill joint. Each corner was � secured with four #8 x 1" screws through the sill and two #8 x 5/8" screws through the jamb. The corner keys were sealed with silicone. , Wood frame members were snap-fit into the fiberglass members and secured with two 1/8" Wood Corners Butted x 1-1/8" staples were used at each head butt joint. The wood sill liner was fastened to the sill with ta e. ' www.archtest.com _ . ' , 7 � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 , Test Record Retention End Date: 06/13/15 Architectu,ral Testing Page 6 of 26 7.0 Test Specimen#3 and#4 Descriptions: (Continued) � 7.3 Panel Construction: Panel Member Material Descri tion Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. Joinery T e Detail � Coped,butted and The lower corners were secured with three #8 Exterior All silicone-injected x 1" screws and one #8 x 2-1/2" screw per corner keys corner. The,upper corners were secured with four#8 x 1 screws er corner. Secured to each other with three 1/4" x 2" wood dowels per lower corner and two 1/4" x � Interior All Coped and butted 2" wood dowels per upper corner. The wood and fiberglass were attached with 1-1/2" x 0.031" lazin ta e. � 7.4 Weatherstripping: Descri tion Quantity Location Hollow vinyl bulb 1 Row Interior wood astragal; frame head jamb,jamb and sill; anel hin e stile and to rail. Foam-filled vinyl leaf 1 Row Exterior aluminum astragal. 7.5 Glazing: � Glass Spacer Exterior T e T e Interior Lite Lite Glazing Method 18$ 2.3 mm �.090") The glass was si�licone glazed 8.0 mm annealed 2.3 mm 3.9 mm with Dow Cornin 791 on the (0.740") �0.314") (0.090") SGP (0.153") interior and exterior. The glass IG metal interlayer/2.3 mm tempered was backfilled around the 0.090" annealed erimeter with Dow Cornin 791. Location Quantity , Dayli ht O enin Glass millimeters inches Bite � Panels 2 695 x 1767 27-3/8 x 69-9/16 5/8" www.archtest.com � , , , • � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectu,ral Testing Page 7 of 26 7.0 Test Specimen#3 and#4 Descriptions: (Continued) 7.6 Drainage: Drainage Method Size Quantity Location � Sloped sill N/A 1 Sill. 7.7 Hardware: Description Quantity Location Hinges 6 241 mm (9-1/2"), 1054 mm (41-1/2"), and 1867 mm 73-1 2" from bottom rail. Lock was located 914 mm (36") from the bottom rail with two bolts through the top 3-point lock on primary panel 1 and bottom of the panel into the receivers in the frame and one bolt at the center into the receiver in the seconda anel. � Lock was located 914 mm (36") from the 2-point lock on secondary panel 1 bottom rail with two bolts through the top and bottom of the panel into the receivers in the frame. Dead bolt 1 787 mm (31") from bottom rail. 8.0 Test Specimens#3 and#4 Installations: 8.1 Test Specimen#3: , The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Description Anchor Location Through nailing flange 101 mm Jambs and 2"roofing nails (4") from corners and 203 mm head 8" on center. Jambs and Installation clips 152 mm (6") from corners and head 457 mm 18" on center. Sill Construction adhesive Sill. www.archtest.com � . � •, y `� ` . Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 �Architectural Testing Page 8 of 26 8.0 Test Specimens#3 and#4 Installations: (Continued) 8.2 Test Specimen#4: , The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. . Location Anchor Description Anchor Location Structural brackets were � attached to the wood frame with two #7 x 5/8" screws and ' to the buck with two #8 x 2" ' screws. The brackets were - spaced 152 mm (6") from each Jambs and end and 304 mm (12") on head Structural brackets center. Two #8 x 2-1/2" screws were fastened through each hinge and the head jamb strike on operating units. An additional 3/16" x 2-3/4" masonry screw was fastened through the wood liner on the sill. Sill Construction adhesive and Sill, 152 mm (6") from corners � Structural Brackets and 305 mm 12" on center. www.archtest.com . y • s �► Test Report No.: B0802.01-201-47 � � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 A�chitectura,'l =Testing Page 9 of 26 9.0 Test Specimen#5 and#6 Description: 9.1 Product Sizes: Overall Area: Width Hei ht 2.2 mz (23.9 ft2) millimeters inches millimeters inches Overall size 922 36-5/16 2425 95-1/2 Panel 879 34-5/8 2355 92-3/4 9.2 Frame Construction: Frame Member Material Descri tion Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. Joinery T e Detail The fiberglass frame was mitered at the top . joints and secured with two corner keys in each corner and each corner key was attached with two #8 x 1/2" screws per corner key. The Fiberglass Mitered,Butted exterior corner key was sealed with corners and Corner Key Thermoplastic elastomer (TPE). The bottom corners of the fiberglass were butt joints with a corner key in each corner. Each corner key was " fastened with one #8 x 1" screw and one #8 x , � 2-1/2" screw. The corner key was sealed with silicone. Wood frame members were snap-fit into the ' fiberglass members and secured with two 1/2" by 1-1/2" staples were used at each head butt Wood Corners Butted joint. The wood sill liner was fastened to the sill with tape. The bottom of the jamb liners were attached to the sill corner keys with two . #8 x 2-1 2"screws er corner. www.archtest.com , } . � ` ` '� Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 , Test Record Retention End Date: 06/13/15 , A�chitectural '1'esting� Page 10 of 26 9.0 Test Specimen#5 and#6 Description: (Continued) 9.3 Panel Construction:" � Panel Member Material Description' Exterior All Fiberglass Stone White Ultrex. � Interior All Wood Unfinished Wood. Joinery Type - Detail - Secured with silicone-injected corner keys. The lower corners were secured with three #8 Exterior All Coped and butted x 1" screws and one #8 x 2-1/2" screw per corner. The upper corners were secured with � four#8 x 1 "screws er corner. Secured to each other with three 1/4" x 2" wood dowels per lower corner and two 1/4" Interior All Coped and butted by 2" wood dowels per upper corner. The . wood and fiberglass were attached with 1-1/Z" , x 0.031" lazin ta e. 9.4 Weatherstripping: � Description Quantity Location Hollow vinyl bulb 1 Row Frame perimeter. Hollow vinyl bulb 1 Row Panel stiles and top rail. 9.5 Glazing: Glass Spacer Exterior � T e T e Interior Lite Lite Glazing Method. 2.3 mm (0.090") The glass was silicone glazed ' 18'8 8.0 mm annealed/2.3 mm 3.9 mm �^'ith Dow Corning 791 on the mm�� �0.314") (0.090") SGP (0.153") interior and exterior. The (0.740 ) metal interlayer/2.3 mm tempered glass was backfilled around IG (0.090") annealed the perimeter with Dow Cornin 791. Location Quantity Daylight Opening Glass Bite � millimeters inches Panel 1 692 x 2108 27-1/4 x 83 5/8" 9.6 Drainage: - Drainage Mett�od Size Quantity Location � Sloped sill N/A 1 Sill. � www.archtest.com . l • •) a Test Report No.: B0802.01-201-47 � � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Testing Page 11 of 26 � 9.0 Test Specimen#5 and#6 Description: (Continued) • 9.7 Hardware: No hardware was utilized. 9.8 Reinforcement: No reinforcement was utilized. 10.0 Test Specimens#5 and#6 Installations: 10.1 Test Specimens#5 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. , Location Anchor Descri tion Anchor Location Jambs and Through nailing flange 101 mm head 2"roofing nails (4") from corners and 203 mm 8" on center. Jambs and Installation clips 152 mm (6'�) from corners and head 457 mm 18 on center. Sill Construction adhesive Sill. 10.2 Test Specimens#6 Installation: . The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Descri tion Anchor Location Structural brackets were -attached to the wood frame with two #7 x 5/8" screws and Jambs and Structural brackets to the buck with two #8 x 2" head . screws. The brackets were spaced 152 mm (6") from each end and 304 mm (12") on center. Sill Construction adhesive and Sill, 152 mm (6") from corners Structural Brackets and 305 mm 12" on center. www.archtest.com , � • '� . � � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 _ Test Record Retention End Date: 06/13/15 Architectural Tesfing• Page 12 of 26 11.0 Test Specimens#7 and#8 Description: 11.1 Product Sizes: Overall Area: Width Hei ht 2.2 m2 (24.1 ftz) millimeters inches millimeters inches Overall size 924 36-5/16 2413 95-1/2 Panel 879 34-5/8 2355 94-3/4 11.2 Frame Construction: � Frame Member Material Descri tion Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. Joinery T e Detail The fiberglass frame was mitered at the top joints and secured with two corner keys in each corner and each corner key was attached with two #8 x 1/2" screws per corner key. The Fiberglass Mitered,Butted exterior corner key was sealed with corners and Corner Key Thermoplastic elastomer (TPE). The bottom corners of the fiberglass were butt joints with a corner key in each corner. Each corner key was fastened with one #8 x 1" screw and one #8 x 2-1/2" screw. The corner key was sealed with silicone. Wood frame members were snap-fit into the fiberglass members and secured with two 1/2" x 1-1/2" staples were used at each head butt Wood Corners Butted joint. The wood sill liner was fastened to the sill with tape. The bottom of the jamb liners � were attached to the sill corner keys with two #8 x 2-1 2"screws er corner. www.archtest.com ' � • `� . � � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 �Architectu,ral 7'esting• Page 13 of 26 11.0 Test Specimens#7 and#8 Description: (Continued) 11.3 Panel Construction: Panel Member Material Descri tion Exterior All Fiberglass Stone White Ultrex. Interior All Wood Unfinished Wood. joinery T e Detail Secured with silicone-injected corner keys. � The lower corners were secured with three #8 . Exterior All Coped and butted by 1" screws and one #8 x 2-1/2" screw per corner. The upper corners were secured with four#8 x 1 "screws er corner. Secured to each other with three 1/4" x 2" , wood dowels per lower corner and two 1/4" x Interior All Coped and butted 2" wood dowels per upper corner. The wood and fiberglass were attached with 1-1/2" x � 0.031" lazin ta e. 11.4 Weatherstripping: Descri tion Quanti Location Hollow vinyl bulb 1 Row Frame perimeter. Hollow vinyl bulb 1 Row Panel hinge stile and top rail. � www.archtest.com . y . ` .` ♦ � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 t.l�chitectural 7'estin�� Page 14 of 26 11.0 Test Specimens#7 and#8 Description: (Continued) - 11.5 Glazing: Glass Spacer Exterior T e T e Interior Lite Lite Glazing Method 2.3 mm (0.090") The glass was silicone glazed 18'8 8.0 mm annealed/2.3 mm 3.9 mm With Dow Corning 791 on the mm�� �0.314") (0.090") SGP (0.153") interior and exterior. The � (0.740 ) metal interlayer/2.3 mm tempered glass was backfilled around IG (0.090") annealed the perimeter with Dow Cornin 791. Location Quantity Da li ht O enin Glass Bite millimeters inches Panel 1 692 x 2108 27-1/4 x 83 5/8" 11.6 Drainage: Draina e Method Size Quanti Location Sloped sill N/A 1 Sill. 11.7 Hardware: . Descri tion Quanti Location � 191 mm (7=1/2"), 838 mm (33"), 1492 Hinges - 4 mm (58-3/4"), 2146 mm (84-1/2") from bottom rail. Shoot bolts 2 Top and bottom rails. Lock was located 914 mm (36") from the bottom rail with two bolts through the 3-point lock 1 top and bottom of the panel into the receivers in the frame and one bolt at the center into the receiver in the seconda anel. Dead bolt 1 787 mm (31") from bottom rail. 11.8 Reinforcement: No reinforcement was utilized. - www.archtest.com . y • �1 c �: Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 A�chitectural,Testing ' Page15of26 11.0 Test Specimens#7 and#8 Description: (Continued) 12.0 Test Specimens#7 and#8 Installations: 12.1 Test Specimen#7 The specimen was installed into a Spruce=Pine-Fir wood buck The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Descri tion Anchor Location � Jambs and Through nailing flange 101 mm head 2"roofing nails (4") from corners and 203 mm 8" on center. Jambs and Installation clips 152 mm (6'�) from corners and head 457 mm 18 on center. Sill Construction adhesive Sill. � 12.2 Test Specimen#8 � The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/2" shim space. The exterior perimeter of the window was sealed with silicone. Location Anchor Descri tion Anchor Location Structural brackets were � attaclied to the wood frame with two #7 x 5/8" screws and to the buck with two #8 x 2" screws. The brackets were spaced 152 mm (6") from each Jambs and end and 304 mm (12") on head Structural brackets center. Two #8 x 2-1/2" screws , were fastened through each hinge and the head jamb strike on operating units. An additional 3/16" x 2-3/4" masonry screw was fastened through the wood liner on the sill. Sill - Construction adhesive and Sill, 152 mm (6") from corners Structural-Brackets and 305 mm 12" on center. www.archtest.com � ', ' � , w � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 .ArcFiitectural Testing Page 16 of 26 13.0 Test Results: The results are tabulated as follows: ASTM E 1886,Large Missile Impact Conditioning Temperature: 22°C (71°F� Missile Weight: 4173 g (9.21bs) Missile Length: 2.5 m (8'04") 1�Iuzzle Distance from Test Speciinen: 4.9 m (16'00") Test Unit#1: Orientation within±5°of horizontal Im act#1: Missile Velocity: 15.5 m s 50.9 s) Impact�1rea: Upper left corner of glass on primary panel Observations: Missile hit target area,Deglazed ' Results: Fail Test Unit#1: (Retest) Orientation within±5°of horizontal Im act#1: Missile Velocity: 15.5 m s 51.0 f s Impact Area: Lower right corner of active panel Observafions: Missile hit target area,no rips tears or penetrations Results: Pass � Test Unit#2: Orientation within±5°of horizontal Im act#1: Missile Veloci : 15.3 m s 50.3 f s) ' ImpactArea: Center of glass Observations: Missile hit target area,no rips tears or penetrations - Results: Pass Test Unit#3: Orientation within±5°of horizontal Im act#1: Missile Velocity: 15.5 m/s 50.9 f s) Impact Area: Lower right corner of active panel Observations: Missile hit target area,no rips tears or penetrations Results: Pass w�nrw.archtest.com � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Testing Page 17 of 26 13.0 Test Results: (Continued) Test Unit#4: Orientation within±5° of horizontal Impact#1: Missile Velocity: 15.2 m s (49.9 fps Impact Area: Center of glass on primary panel Observations: Missile hit target area,no rips tears or penetrations Results: Pass Test iJnit#5: Orientation within±5° of horizontal Impact#1: Missile Veloci : 15.5 m/s (50.8 s Impact Area: Lower left corner of glass Observations: Missile hit target area,no rips tears or penetrations Results: Pass Test Unit#6: Orientation within±5°of horizontal Im act#1: Missile Veloci : 15.2 m s (50.0 fps Impact Area: Center of glass Observations: Missile hit target area,no rips tears or penetrations Results: Pass Test Unit#7: Orientation within±5°of horizontal Im act#1: Missile Veloci : 14.9 m s (49.1 f s Impact 1�rea: Center of glass Observations Missile hit target area,no rips tears or penetrations Results: Pass Test Unit#8: Orientation within±5° of horizontal Im act#1: Missile Veloci : 15.3 m s 50.1 f s) ImpactArea: Center of glass Observations: Missile hit target area,no rips tears or penetrations Results: Pass www.archtest.com , - ` � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 ArcFiitectura'1 Test9ng Page 18 of 26 13.0 Test Results: (Continued) - ASTM E 1886,Air Pressure Cycling Test Unit#1 � Design Pressure: ±2640 Pa (±55.0 psf� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s � seconds , 527 to 1317 3500 1.99 No rips or tears - 11.0 to 27.5 0 to 1580 300 2.88 No rips or tears 0 to 33.0 1317 to 2107 600 1.53 No rips or tears 27.5 to 44.0 790 to 2633 100 2.69 No rips or tears 16.5 to 55.0 � NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 790 to 2633 50 2.72 No rips or tears 16.5 to 55.0 1317 to 2107 1050 1.85 No rips or tears 27.5 to 44.0 0 to 1580 - 50 2.54 No rips or tears 0 to 33.0 527 to 1317 3350 1.83 No rips or tears 11.0 to 27.5 � Result: Pass www.archtest.com � � . . •, . , � � Test Report No.: B0802.01-201-47 ��►. � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 A�chitectu,ral,Testing� Page 19 of 26 13.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#2 Design Pressure: ±2640 Pa (±55.0 psf� POSITIVE PRESSURE Pressure Number of Average Range Cycles � Cycle Time Observations Pa s seconds ' . - 527 to 1317 3500 1.70 No rips or tears 11.0 to 27.5 0 to 1580 300 3.00 No rips or tears 0 to 33.0 1317 to 2107 600 2.00 No rips or tears 27.5 to 44.0 790 to 2633 100 3.00 No rips or tears 16.5 to 55.0 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations _ Pa s seconds 790 to 2633 50 3.30 No rips or tears 16.5 to 55.0 1317 to 2107 1050 2.00 ' No rips or tears 27.5 to 44.0 0 to 1580 50 3.00 No rips or tears 0 to 33.0 � 527 to 1317 3350 1.70 No rips or tears 11.0 to 27.5 Result: Pass www.archtest.com ` A ' ') t � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Testing Page 20 of 26 13.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling , Test Unit#3 Design Pressure: ±2640 Pa (±55.0 pst� � POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 527 to 1317 3500 1.44 No rips or tears 11.0 to 27.5 0 to 1580 300 2.42 No rips or tears 0 to 33.0 , 1317 to 2107 600 1.20 No rips or tears 27.5 to 44.0 _ 790 to 2633 100 2.67 No rips or tears 16.5 to 55.0 NEGATIVE PRESSURE ' � Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 790 to 2633 50 3.09 No rips or tears 16.5 to 55.0 1317 to 2107 1050 2.05 No rips or tears ' 27.5 to 44.0 0 to 1580 50 2.82 No rips or tears 0 to 33.0 527 to 1317 3350 2.36 No rips or tears 11.0 to 27.5 Result: Pass www.archtest.com ' � . • ', . � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 A�chitectural Testing Page 21 of 26 13.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#4 Design Pressure: ±2640 Pa (±55.0 ps� POSITIVE PRESSURE Pressure �umber of Average Range Cycles Cycle Time Observations Pa s seconds 527 to 1317 3500 1.70 No rips or tears 11.0 to 27.5 0 to 1580 300 3.00 No rips or tears ' 0 to 33.0 1317 to 2107 600 2.00 No rips or tears 27.5 to 44.0 790 to 2633 100 3.00 No rips or tears 16.5 to 55.0 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds - 790 to 2633 50 3.30 No rips or tears 16.5 to 55.0 1317 to 2107 1050 2.00 No rips or tears 27.5 to 44.0 0 to 1580 50 3.00 No rips or tears 0 to 33.0 527 to 1317 3350 1.70 No rips or tears 11.0 to 27.5 Result: Pass www.archtest.com , T - � ,� t � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 �A�chitectural,-Testing Page 22 of 26 13.0 Test Results: (Continued) , ASTM E 1886,Air Pressure Cycling Test Unit#5 Design Pressure: +2640 Pa (+55.0 psf� -3120 Pa (-65.0 ps� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds , 527 to 1317 3500 1.60 No rips or tears 11.0 to 27.5 0 to 1580 300 2.13 No rips or tears 0 to 33.0 1317 to 2107 600 1.97 No rips or tears 27.5 to 44.0 790 to 2633 100 1.80 No rips or tears 16.5 to 55.0 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 934 to 3112 50 2.62 ' No rips or tears 19.5 to 65.0 1556 to 2490 1050 1.81 No rips or tears � 32. 5 to 52A 0 to 1867 50 2.48 No rips or tears 0 to 39.0 622 to 1556 3350 1.87 No rips or tears 13.0 to 32.5 Result: Pass www.archtest.com ` * . � 'o w � :�; Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 �Architectural Test9ng Page 23 of 26 13.0 Test Results: (Continued) ' ASTM E 1886,Air Pressure Cycling Test Unit#6 Design Pressure: +2640 Pa (+55.0 ps� -3120 Pa (-65.0 ps� . POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 527 to 1317 3500 1.50 No rips or tears - 11.0to27.5 - 0 to 1580 300 2.40 � No rips or tears 0 to 33.0 , . 1317 to 2107 600 2.00 No rips or tears 27.5 to 44.0 790 to 2633 100 3.00 No rips or tears 16.5 to 55.0 NEGATIVE PRESSURE Pressure Number of Average - - Range Cycles Cycle Time Observations Pa s seconds 934 to 3112 50 3.00 No rips or tears - 19.5 to 65.0 � 1556 to 2490 1050 2.20 No rips or tears 32. 5 to 52.0 0 to 1867 50 3.00 No rips or tears 0 to 39.0 622 to 1556 3350 1.50 No rips or tears 13.0 to 32.5 Result: Pass - www.archtest.com , R , . � , � � �i� Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 ��4rchitectu,ral;Testing Page 24 of 26 13.0 Test Results: (Continued) , ASTM E 1886,Air Pressure Cycling Test Unit#7 Design Pressure: +2640 Pa (+55.0 ps� -3120 Pa (-65.0 ps� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 527 to 1317 3500 1.50 No rips or tears 11.0 to 27.5 0 to 1580 300 2.40 No rips or tears 0 to 33.0 1317 to 2107 600 2.00 No rips or tears 27.5 to 44.0 790 to 2633 100 3.00 No rips or tears 16.5 to 55.0 1VEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations � Pa s seconds 934 to 3112 50 3.00 No rips or tears 19.5 to 65.0 � 1556 to 2490 1050 2.20 No rips or tears 32. 5 to 52.0 0 to 1867 50 3.00 No rips or tears 0 to 39.0 622 to 1556 3350 1.50 No rips or tears 13.0 to 32.5 �Result: Pass www.archtest.com i , �� � � • ,/ 4 , � � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Testing Page 25 of 26 - 13.0 Test Results: (Continued) ASTM E 1886,Air Pressure Cycling Test Unit#8 Design Pressure: +2640 Pa (+55.0 ps� -3120 Pa (-65.0 ps� POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 527 to 1317 3500 1.50 No rips or tears 11.0 to 27.5 0 to 1580 300 2.40 No rips or tears 0 to 33.0 1317 to 2107 600 -2.00 No rips or tears 27.5 to 44.0 790 to 2633 100 3.00 No rips or tears 16.5 to 55.0 ' NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations Pa s seconds 934 to 3112 50 3.00 No rips or tears 19.5 to 65.0 1556 to 2490 1050 2.20 No rips or tears 32. 5 to 52.0 0 to 1867 50 3.00 No rips or tears 0 to 39.0 • 622 to 1556 3350 1.50 No rips or tears 13.0 to 32.5 Result: Pass Note: TestSpecimens#6, #7 and#8 were cycled in�a common chamber. www.archt�est.com � ' w ' 3 , V u � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 'A�chitectural Testing Page 26 of 26 General Note: Upon completion of testing, the specimens met the requirements of Section 7 of ASTM E 1996. 14.0 Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic Beam Type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Tape and film were used to seal against air leakage during structural testing. In our opinion, � the tape and film did not influence the results of the test. The service life of this report will expire on the stated Test Record Retention End Date, at which time such materials as drawings, data sheets,samples of test specimens, copies of this report,and any other pertinent project documentation,shall be discarded without notice. If test specimen contains glazing, no conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed test specimens can be made. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing,Inc. - For ARCHITECTURAL TESTING,Inc. ,�- - � � - � ' �� -—-- � ' --- - o�9�y s�y�d ny:a„mo�,y c,�ra, Dig'�Ity Signed by:Daniel0.Johnso Tony D. Gavin Daniel A.Johnson Technician Director-Regional 0'perations TDG/jb Attachments(pages): This report is complete only when all attachments listed are included. Appendix-A: Alteration Addendum(1) Appendix-B: WDMA Submittal Forms[2) Appendix-C: Drawings(94) This�epoi-t prod�nced from controlled document temg��ate A�'Y 00498,issued 02/28/11. www.archtest.com , ' . � �C� .� � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 �►rchitectural Testing Appendix A Alteration Addendum www.archtest.com e � ` '� •a �.- � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 ArcFiitectural Testing Appendix B ' - WDMA Submittal Forms , ' www.archtest.com . � � �f� � .� y ��� NIANUFAC�URERS�ISSOCIFtTION� . - ���� 111I M�A ��� D WDMA HALLMARK CERTIFICATION PROGRAM � REPORT SUBMISSION FORM THIS FORM IS TO BE COMPLETED BY THE MANUFACTURER AND SUBMITTED TO AMS ALONG WITH SUBMISSION OF EACH NEW OR REVISED TEST REPORT FOR CERTIFICATION TO THE HALLMARK PROGRAM.ANY QUESTIONS PLEASE CONTACT AMS AT 315-646-2234 OR staff(d�amscert.com. � Manufacturer: Integrity Windows _ Contact:Scott Lemke Plant Location(s):Fargo ND, Roanoke Va Phone: (list all plants where product is made) _ - Test Report#:B0802.01-201-47 Email:f scottl@marvin.com Product Relationshiq: . Extension of currently certified product? � yes ❑ no If yes,what CCL# ?�--T�� Extension of currently pending product? ❑ yes � no If yes,what test report# ? Difference from Certified Product: Does this report require a Gateway Report# ? ❑ yes � no Report#: Impact Report: � If this is not an impact report check here: ❑ AWS Report# 60797.01 Test Plan # ?01-040711 � yes ❑ no Installation Instructions submitted ? � yes ❑ no Additional Information:Impact Report 60802.01-201-47 WD-08 07/15/09 � � _. t �� �J �`. � -- ■�� wirv�oUv�r�ooR, MANUFAC3URERS aSSOCIATIQN Q� 1111D MA WDMA HALLMARK CERTIFICATION PROGRAM . REPORT SUBMISSION FORM Product Name: Fiberglass Clad Wood Hinged Glass Doors and Fixed Door (As to be listed on CCL—must match test report) Product Type:Fiberglass Clad Wood Hinged Glass Doors and Fixed Door/Sidelite Additional Manufacturer ID #: IZ3 IODF ❑ n/a Check here for individuai CCL listing � Check here for full CCL listing � Hallmark CCL Standard Ratina ❑ ANSI/AAMA/NWWDA 101/I.S. 2 97 ❑ 101/I.S.2/NAFS-02 ❑ AAMA/WDMA/CSA/101/I.S.2/A440-05 ❑ AAMA/WDMA/CSA/101/I.S.2/A440-08 ❑ ASTM E 1996 99/ E1886-97 ❑ ASTM E 1996 01/ E1886-97 � ASTM E 1996 02/ E1886-02 DP+55/-65 ❑ ASTM E 1996 03/ E1886-02 ❑ ASTM E 1996 04/ E1886-04 � ASTM E 1996 05/ E1886-05 DP +55/ -65 ❑ ASTM E330 02 ❑ TAS 201-94 � ❑ TAS 202-94 ❑ TAS 203-94 ❑ AAMA 450-06 ❑ Other: WD-08 07/15/09 h � I f ' ,�\ r �� y ' � Test Report No.: B0802.01-201-47 � Report Date: 06/27/11 Test Record Retention End Date: 06/13/15 Architectural Testing Append�C Drawings www.archtest.com i � f - , ;/9 �,�� � BRADBEER RESIDENCE 1153 TREASURE POND RD FISHERS ISLAND NY TITLE PAGE � 10/31/2014 SHEET# DESCRIPTION - Attachment - ResCheck Compliance Certificate - Attachment - Marvin Windows & Doors - Storm Plus IZ3 SK-1 Front Elevation - Rendered Sketch SK-2 Rear Elevation - Rendered Sketch � A1 First Floor Framing Plan & Lower Level Floor Plan � A2 Second Floor Framing Plan & Proposed First Floor Plan A3 Attic Ceiling Framing Plan & Proposed Second Floor Plan � A4 Roof Framing Plan/Roof Plan A5 Left Side Elevation; Front Elevation & Typical Wall Section A6 Right Side Elevation; Back Elevation & Exterior Trim Details A7 _ Building Section & Dormer Details � A8 Interior Elevations - Wet Bar & Living Room EX-1 Existing Lower Level Floor Plan - , -EX-2 Existing First Floor Plan � SO Structural - General Notes & Typical Details S1 Structural - Sections & Details S2 Structural - Typical Details P-101 Plumbing - Schematic Drain & Vent Riser Diagram WDS-1 Window & Exterior poor Schedule � � PETER �3ATCHELOR, AIA , 20 PAOLI P(KE PAOL(, PA (�so) 3�s-ss�z , � ,;, Bradbeer Residence - Window & Exterior poor Schedule Unit Number Call Number Rough Opening Impact Zone 3 Lo- Tempered Lite Cut White Hardware Charcoal Fiberglass Screen Jamb Depth Exterior Color Interior Finish Installation Method Remarks Additional Notes E 2 with Argon Mesh, White Surround 001 ITDH2648 26-3/4" x 48-3/8" X 2W2H/1 X X 6-9/16" Stone White White Painted Nailing fin, loose structural brackets 002 ITDH2648 26-3/4"x 48-3/8" X 2W2H/1 X X " " " " 101 ITDH3872 38-3/4" X 72-3/8" X 3W3H /1 X X " " " " 102 ITDH3872 38-3/4" X 72-3/8" X 3W3H /1 X X " " " " 103 ITDH2660 26-3/4" X 60-3/8" X 2W2H /1 X X " " " " 104 ITDH3872 38-3/4" X 72-3/8" X 3W3H /1 X X " " " " 105 ITDH3872 38-3/4" X 72-3/8" X 3W3H /1 X X " " " " 106 IAWN2539 25" X 39-5/8" X 2W3H X X " " " " 107 ITDH3860 38-3/4" X 60-3/8" X 3W2H/1 X X " " " " 108 T IAWN CUSTOM 3-WIDE 77-3/4" X 19-5/8" X 2W2H X X " " " " 108 ITDH2644-3 77-3/4" X 44-3/8" X 2W2H/1 X X " " " " 109 ITDH2648 26-3/4" X 48-3/8" X 2W2H/1 X X " " " " 110 ITDH2648 26-3/4" X 48-3/8" X 2W2H/1 X X " " " " 111 ITDH2648 26-3/4" X 48-3/8" X 2W2H/ 1 X X " " " " 112 ITDH3860 38-3/4" X 60-3/8" X 2W2H X X " " " " 113 ITDH3860 38-3/4" X 60-3/8" X 2W2H/1 X X " " " " 114 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H/ 1 X X " " " " 115 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H/1 X X " " " " 116 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H/ 1 X X " " " " 117 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H/ 1 X X " " " " 118 CUAWN2420 V 25" X 19-5/8" X 1 LITE X X " " " " 119 CUCA2472 S 25" X 71-5/8" X X 1 LITE " 120 CUCART25 41" X 61-15/32" X X 1 LITE " " " " 121 CUCAP4072 41" X 71-5/8" X X 1 LITE " " " " 122 CUCART6 61" X 66-1/2" X X 1 LtTE " " " " 123 CUCAP6072 61"X 71-5/8" X X 1 LITE " " " " 124 CUCART26 41" X 61-15/32" X X 1 LITE " " " " 125 CUCAP4072 41" X 71-5/8" X X 1 LITE " " " " 126 CUAWN2420 V 25" X 19-5/8" X 1 LITE X X " " " " 127 CUCA2472 S 25" X 71-5/8" X X 1 LITE " " " " 128 ITDH3872 38-3/4" X 72-3/8" X 3W3H /1 X X " " " " 129 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H / 1 X X " " " " 201 ITDH3860 38-3/4" X 60-3/8" X 3W2H/1 X X " " " " 202 ITDHP6260 62-3/4" y�b0-3/8" X X 1 LITE " " " " 203 ITDH3860 38-3/�" X 60-3/8" X 3W2H / 1 X X " " " " 204 ITDH2660 26-3/4" X 60-3/8" X 2W2H/1 X X " " " " 205 ITDH266A 26-3/4" X 60-3/8" X 2'�V2H/1 X X " " " " 206 ITDHPSOSO 50-3/4" X 60-3/8" X X 1 LITE " " " " 207 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X X " " " " 208 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H/1 X X " " " " 209 ITDH2660 26-3/4" X 60-3/8" X 2W2H/1 X X " " " " 210 CUCART2750 � 25-1/2" X 25-1/2" X SUNBURST . " " " " ,. „ �� �E►'�PE�L.E� �I�ZA�ZAous ��4T�0� 7��3 211 ITDH3860-2 76-1 4" X 60-3/8" X X 3W2H/1 X X " . 3 212 ITDH2660 26-3/4" X 60-3/8" X 2W2H/1 X " " " " 213 ITDHP5060 50-3/4"X 60-3/8" X X 1 LITE X " " " " 214 ITDH2660 26-3/4" X 60-3/8" X 2W2H/1 X " " " " Door B02 ISFD6068 OX 72-1/4" X 82-5/8" X X 1 LITE X X " " " " Door B03 ISFD6068 XO 72-1/4" X 82-5/8" X X 1 LITE X X " " " '� Door D102A IOFD6080 XX LH 72-1/4" X 96-1/8" X X 1 LITE X " " " " Door D102B IOFD3080 O 37-9/16" X 96-1/8" X X 1 LITE " " " '� Door D102C IOFD3080 O 37-9/16" X 96-1/8" X X 1 LITE " " " " DOOR D103 ISFD6068 XO 72-1/4" X 82-5/8" X X 1 LITE X X " " " Door B01 Lemieux F-944-T 36" X 82-1/2" 9 Lite/2 Panel Bare Bare Torrefied Fir Door D101 Lemieux F1705-FC66-F1705 65-1/2"x 86-1/2" 5-lite/6panel/5-lite Bare Bare TorrefiEd Fir �,�;:I.:�� �. .. .. . ' �. ` . . � ' ' � ". ' ' 'i"'. .. . . . _ . . "� . 'M . . • ». " � . . , . . . . .. . '..r�t'., ' . .. .. " f, Y. � ' � . . � - %! 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'�� � ��$ §� �� � , V� � �y � . ����� ��� �� . � :�- � r=-°' `� ( �' �'1 � ��i�...,�..,� �.._�..Y.�.. � . _� _— — __�- ,� � ��. � _� � �, ,�, � � � � � � _ --- ---- __...__....__....._..._...�.�..�. � �� `�� t�--.�- � -P-y,�`-t� (��. �..- �' �. l��,a �� �..� � ,�" ��,�t'��' �l, I� : �,, p`' � � � (C.��i 't�2�F��aR� '��►�!� YL'�, ��5��'�s �S�.�k�I�� � � �? �{a-'t'� "�'l��.�,, �rl� ���..�,.' �Oy� � � ���� ._._._._.._. ..�.....a. �.. 2.0 �p�o1,t ��P"�` ���+i (+�' �� �. � . C�ld>�t,� � �. I �l� ��' � r , , . � . ° � ; - . GENERALSTRUCTURALNOTES � BUILDING DESIGN LOADS � � � � LIVE LOADS � � � � � � � RESIDENTIAL DWELLING HABITABLE AREAS WOOD � � � FIRST FLOOR+DECK 40 PSF SECOND FLOOR 30 PSF 1. ALl FRAMING LUV�/IBER SHALL BE DRY(19% MAXIMUM M(�ISTURE CONTENT) 1'-4" SQ. 3/4"DIA. BOLTS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLUWING ALLOWABLE UNIT I SNOW LOADS STRESSES: d' GROUND SNOW LOAD, Pg=20 PSF �, CONCRETE BENDING, REPET'ITIVE USE Fb = 1, 035 psi �- PIER FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDWG, SINGLI�USE Fb = 900 w j � � i -�- � TENSION PARALI_EL TO GRAW Ft = 575 t- I � � �- (3)1 3/4"x 11 7/8"LVL _ WIND LOADS COMPRESSION F'ARALLEL TO GRAIN Fc(Par.) = 1, 350 a � W � r,� W 1/2"DIA. BOLTS AT 2 FT oc f��������� ������y��� 9�� IMPORTANCE FACTOR, I = 1.0 SHEAR PARALLEL TO GRAIN Fv = 180 �. z a ( a STAGGERED ��� I COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 r p WIND EXPOSURE CATEGORY: C MODULUS OF ELASTICITY E = 1,700,000 v ANGLE BASIC WIND SPEED= 120 MPH (3 SEC. GUST) � - - - � 3/4"DIA. CONNECTION 2 . WHERE FRAMINC�CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE ANCHOR BOLT L9x4x1/2"x0'-8" PER MANUFACTURER'S RECOMMENDATION�. L9x4x1/2x0'-8" 5 3/8" 3 3/8" EMBED 12" MIN. + 3/8"END PL. EXISTING FIN. FLOOR ELEV. �1 3 +O E L/v1 S T �E E T GENERAL 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4 oc, UNLESS NOTED OTHERWISE , + 3/4"DIA. BOLT +FLOOR SHEATHING,V.I.F. AT EDGES, 10"O�C AT INTERMEDIATE SUPPORTS, UNLESS SHOWN +3/8' END � � N p 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 INTERNATIONA� OTHERWISE. PLATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PQ S T C�F F I�E l�QX H O 2 RESIDENTIAL CODE PORTION OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE 4. ALL OPENINGS SHALL BE FRAMED WfIH DOUBLE M�MBERS UNLESS OTHERWISE NOTED ON PLANS. EA. SIDE OF I � � � C� �A Y S R�� K IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES LVL 3 LVL h� � 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. ,�,{' FLUSH FRAME LVL's �O[ V I� E� �I�U T C}�4 7 J 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF UNLESS OTHERVVISE NOTED: 2x PT �-- 2x WOOD PT SILL PLATE PER PLAN JOISTSBEAM PER Qr ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS �qMINATED VENI=ER LUMBER(LVL) PLAN PLATE UNDER LVL BEAM AT PIER. P H C�� E : V V O ��S � L�� NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. - in ATTACH TO CONCRETE 4. THE STRUGTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTWG MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi a -0��, _ WITH 4-1/4"SIMPSON �AX : 8 �O 3 8 8 4 6 7 3 BENDING, SINGLE USE Fb = 2,600 16"SQ. CONC PIER AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY HUS1.81/10 TITEN CONCRETE t� ,� FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT L.IMITED TO C O M P R E S S I O N A L P A R A L L E L T O G R A I N Fc(Par)= 2,5 1 0 PLAN-SIDE DETAIL AT TEE FACE MOUNT - ' � W I T H 4-#5 V E R T SGREws. G N C B E N G I N E E R S.C�1 v i METHUD AP�lD SEQUENCING OF ERECTION,AND TEMPORARY SHORWG AND BRACING. HORIZONTAL SHEAR Fv = 285 ° -� BARS+STD HO�K COMPRESSION F'ERPENDICULAR TO GRAIN/ Fc(Per)= 750 HANGER �� � ' A N D EMBED 3"MIN. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, LVL JOIST TO BEAM �°`� ��' WIND AND OTHER LATERAL FORCES. PARALLEL TO GL.UE LINE _ . ' 4 #3 TIES AT 12"oc TENSION STRES�S Ft - 1,5 5 5 TYP., UNO _ KEYNOTES/GENERAL NOTES: FOUNDATIONS 1'-4" � 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. TYPICP,�L 16"x16"SQUARE � ` `� 7. ALL PENETRATIONS THROUGH ENGINEEREp LUMBER SHALL BE SUBMITTED TO THE CONCR,ETE PIER. a 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON NATURAL � � J - -° �-4 �. - UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS OR STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. REINF 4NITH: 1 1/2" \ � -�- � � -�`a ',Q_ ,� �� � ��_ � 4"CONCRETE SI..AB LIST OF DRAWINGS: CONTROLLED STRUCTURAL FILL HAVING A MINIMUM ALLOWABLE BEARING VALUE 8. ALL EXPOSED DE=CK/PORCH FRAMING TO BE PRESSURE TREATED WOOD. CLR. OF 2.5 TON� PER SQUARE FEET. 9. FRAMING CONNE'_CTORS AND NAILS AT EXPOSED DECK TO BE STAINLESS STEEL, 4-#5 VE:RT AND , j 2. NOTIFY GN�CB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. #3 TIES�AT 12"oc SO GENERAL NOTES&TYPICAL DETAILS OR OTHER FINISH APPROVED BY ENGINEER. � � OPTION: S1 SECTIONS+DETAILS 4-#5 D�WELS TO 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0" BELOW 1 Q. INSTALL BLOCKIIVG BETWEEN JOISTS AT ALL SUPPORTS. � a �`°p ,° - 4 , '� a - .- d�,, ° 4"° ,-_.-oQ:• •° � PIER MAY BE CONSTRUCTED WITH S2 TYPICAL DETAILS EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD FOOTIIWG � e ��� , o : _ . � � CONCRETE MASONRY UNITS C O N D I T I O N S E N C O U N T E R E D. 11. WOOD I-JOIST SE=RIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. �- ,� 4p�:� _ �a.;�°' � � _ � Q �; �,a °' - - �- �- 8x8x16 CMU NOTES: 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. , � �Q_.��,; �Q _ ~°° ��- ' � REINFORCED WITH#5 BAR 1. THE DRAWINGS SHOW STRUCTURAL WORK 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. , - VERTICAL AT CENTERLINE+HOOK 6. PROVIDE CIRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTWG BASE. BOTT�M OF 3-#5 BARS FULLY GROUT CELL. FOR RENOVATIONS TO THE EXISTING 7. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL FOOTING AT BOTTOM. RESIDENCE. SURFACE TOPSO{L DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. EXISTING FROST DEPTH EACH WAY GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS RECOMPACTED WITH '�6��X"I��� CONCRETE PIER PLAN VIEW 3'-0"SQ. 2. STRUCTURAL FRAMING AND SHEAR WALL A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL NAILING SCHEDULF � R�QUIREMENTS ARE SUPERIMPOSED REQUIRED TO THE UNDER5IDE OF SLAB SHALL BE COMPACTED GRAVEL FI�L, MIN 9- REINF. CONCRETE FOOTING U�'ON THE ARCHITECTURAL QRAWINGS. IN REQUIRE. CONNECTION NAILING JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 3. AT THIS TIME, NOT ALL FRAMING AND CONDITIONS ARE KNOWN. ONCE REINFORCE[�CONCRETE BRIDGING TO JOIS'f, TOE NAIL EACH END 2-8d DEMOLITION HAS TAKEN PLACE,AND CONCEALED SOLE PLATE TO JOIST OR BLOCKiNG, FACE NAfL 16d AT 16"oc INTERIOR CONCRETE PIER AREAS HAVE BEEN OPENED UP,CONTACT GNCB 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES TOP PLATE TO STI,ID, END NAIL 2-16d CONSULTWG ENGINEERS, P.C.TO DETERMINE SPECIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. EXISTING CONDITIONS,AND MAKE 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE STUD TO SOLE PL��TE,TOE NAIL 4-8d RECOMMENDATIONS FOR REVISIONS, NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH pOUBLED STUDS, f=ACE NAIL 16d AT 24"oc IF REQUIRED. AS FOLLOWS: DOUBLED TOP PLA,TES, FACE NAIL 16d AT 16"oc WALLS AND FOUNDATIONS 3,000 PSI INTERIOR SLAB ON GRADE 2,500 PSI TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CLIMf4TIC AND GEOGRAPHIC DESIGN CRITERIA EXTERIOR SLAB ON GRADE 3,500 PSI CONTINUOUS HEADER,TWO PIEGES 16d AT 16"oc ALONG EACN EDGE 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD GRADE 610. CEILING JOISTS TC� PLATE,TOE NAIL 3-8d SNOV'1! SPEED DESIGN UNDERLAYMENT HAZARDS 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. CONTINUOUS HEADER TO STUD,T�E NAIL 4-8d LOADi CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR CEILING JOISTS, LE�PS OVER PARTITIONS, FACE NAIL 3-16d DEPTH SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN CEILING JOISTS TC�PARALLEL RAFTERS, FACE NAIL 3-16d REFERENCE IS MADE TO A MAP ENTITLED: POSITIO�JS INQICATED. 20 PS�F 120 MPH B SEVERE 3 FT. DEEP MODERATE PROVIDED NOT APPLICABLE SITE PLAN 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE RAFTER TO PtATE, TOE NAIL 3-8d TO HEAW PREPARED FOR INDICATED SHALL BE: BUILT-UP CORNER STUDS 16d AT 24"oc FI LOOKOUT, LLC BUILT-UP GfRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP 1'�53 TREASURE POND ROAD CONCRETE POURED AGAINST EARTH 3" � AND BOTTOM AND STAGGERED RE�IDENTIAL CODE OF NEW YORK STATE FISHERS ISLAND, NEW YORK CONCRETE POURED IN FORMS, BUT DATED: JUNE 5,2014, REV.AUG. 15,2014 EXPOSED TO EARTH OR WEATHER: 2-20d AT ENDS AND AT PREPARED BY: a. BARS#5 AND SMALLER 1-1/2" EACH SPLICE CME ASSOCIATES ENGINEERING, b. BARS LARGER THAN#5 2" PLYWOOD: UNLESS OTHERWISE NOTED LAND SURVEYING&ARCHITECTURE, PLLC 1MOODSTOCK, CT 6. EPDXY GROUT ADHESIVE TO BE HILTI HIT OR EQUAL. STURD-i-FLOOR PLYWOOD SHEATF�ING MASONRY 3/4"TONGUE AND�3ROOVE gd � SAW CUT AS SOON WIRE MESH REINFORCEMENT MUST LAP ONE ENT TLEDCE IS MADE TO DRAWINGS LL.U AS CONCRETE WILL FULL MESH AT SIDE AND END LAPS AND SHALL BE BRADBEER RESIDENCE 1. ALL MASONRY WORK SNALL CONFORM TO THE BUILDING CODE WALL SHEATHING �N NOT RAVEL(24 HRS WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/A5GE5(fMS402. �f � MAX) FOR MESH TO ENSURE COVER. 1153 TREASURE POND ROAD 2. CONCRETE MASONRY UNITS, HOLLOW CORE, CONFORM TO ASTM C90 ��2�� 8d � FISHERS ISLAND, NY WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,900 PSI. , -. � a a , . .. . ,e, , ,; . , WWF 6x6-W1.4xW1.4 PREPARED BY: NOTES: o e.x_ ; .a. .qx • ,�. -d.�--"�x-�-� °- - ,a< : e P. BATCHELOR,AIA 3. ALL MORTAR SHALL BE TYPE M. � • - .. •• - - PAOLI, PA 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. SCHEDULE BASED UPON COMMON WIRE NAILS. � - "� � � ` �4 ` 5. ALL REINIFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. LARGER NA1L SIZES REQUIRED FOR BbX OR PNEUMATIC DRIVEN FASTENERS. DATED: OCTOBER 24,2014 6. ALL REINIFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE SUBSTITUTING PN�UMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. USING LOW LIFT GROUTWG TECHNIQUES. CLEAN-OUTS SHALL BE SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. REINFOt�CING. 7. ALL SPLIICES SHALL BE LAPPED AS FOLLOWS: COMMON WIRE NA,IL DIAMETERS #3 BARS 1'-6" #4 BARS 2'-0" 6d 0.113" #s BARS z�-s° sd 0.131° TYPICA,L SLAB 4N GRADE CONTROL JOINT #6 BARS s�-o° DETAIL 8. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED 10d 0.148" OR PLAS'TIC BAR POSITIONERS. 12d 0.148" 9. HORIZONTAL REINFORCING SHALL BE NO. 9 GAGE WIRE CONFORMING 16d 0.162" 360�P� �F NEVV y TO ASTIWA82 AND SHALL BE PLACED EVERY OTHER COURSE, U.N.O. 20d 0.192" �� GURTIg O�Q 10. ALL MAS�ONRY WORK SHALL BE PLACED IN RUNNING BOND. ,tQ' �,5 B9 'f" � Q� �� - - - - - - - - - - - - - - z 2 SHEAR WALL NOTES CONT BOTTOM WALL � � I � � 1. SHEAR WALL LOCATIONS ARE NOTED ON REINFORCEMENT 36 DIA. _ � ,, �.-`: ARCHITECTURAL PLANS. TYP. / � � � u.. ��. 083685 � ' PSON HOLDOWNS AT EACH END OF SHEAR WALL � �� s Op� �t0���, 2. SIM � PANEL PER PLAN AND SCHEDULE BELOW. 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN 5/8"DIA.ANCHOR ANCHORS EMBEDDED INTO FOUNDATION. BOLT WITH �� 3"x3"x.229" � ffi�'<. � 4. EMBED 5�/8"DIA.ANCHOR 10"MIN. INTO FOUNDATION. PLATE WASHERS � � �"� i � � FTG"D" CONT. BOTTOM EMBED 7'/8"DIA.ANCHOR 15"MIN. INTO FOUNDATION. ��- U.N.O. � i - MIN. FOOTING REINF., 5. UNO, DO�UBLE UP WOOD FRAMING AT SHEAR WALL � � � � N TYP. CHORDS OR USE SOLID WOOD POST AT EACH SHEAR / i WALL PANEL END. ATTACH STUDS TOGETHER WITH �\ / '�/ �p�PG��JG 36 DIA. : � � FOOTING LL 1153 TREASU RE PON D ROAD 1/4"x 3"SDS SCREWS AT 8"oc. 2x6 WOOD F I S H E R � 6. PLYWOO�D SHEATHWG 15/32° ��. \ ` � i� SQ ; '� 2 NAILED VNITH 10d(C�MMON WIRE NAIL SIZE) STUD WALL _ _ _ S S LAN D, NY AT 4"oc A�T PANEL EDGES AND 10'bc AT FIELD. � 7. NO HORI;ZONTAL JOINT(N SHEATHING FOR A MINIMUM OF 1 FT ABOiVE AND BELOW RIM BOARD. #4 x 4'-0" L 2x6 PT ��, SEOE PLA OF FTG EL 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL AT 18"oc TOP SILL PLRTE+ �=p„ \ �� 36 DIA. ELEVATION SIZE TO IMATCH FRAMING. CENTER UNDER 1/2"DIA.ANCHOR BOLT �9�- � 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES WALL AT 4 FT oc OF SHEA�R WALL, OFFSET VERTICAL PANEL EDGES � � � TO FALL ON DIFFERENT FRAMING MEMBERS. � � SHEARWALLHARDWARESCHEDULE: Q � -�'�V � � � GENERAL NOTES & TYPICAL SIMPSON HARDWARE ANCHOR BOLT MIN.WOOD �� MEMBER THICKNESS � � _ _ � o r I I � DETAI LS SLAB DEPTH -- --�"-��- I � 1 LFTA, 16 FLOOR TIE ANCHOR NOT APPLICABLE 3" � I I I 2-#5 BARS CONT. � 2 HDUS SDS2.5 HOLDOWN 5/8"DIA. 3" 3"CLEAR COVER ��_2�� TYPICAL ANCHOR BOLT DETAIL PLAN NOTES: � 3 HDQ�SDS3 HOLDOWN 7/8"DIA. 4.5" MIN. 1. PROVID� MINIMUM 12"EMBEDMENT. THICKENED SLAB BELOW BEARING WALL 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16". TYPICAL STEPPED FOOTING CONSTRUCTION PHASE INST�ILL HARDWARE PER MANUFACTURER'S REQUIREMENTS. ON CONCRETE SLAB ON GRADE 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. THICKENED SLAB FOUNDATION -ANCHOR BOLTS STEPPED FOOTING, TYP. DETAIL DATE: OCTOBER 31 2014 DRAWING NO. JOB NO. 14086 SCALE: As indicated C O DRN BY: RLB V CHK BY: CCB C:1UsersIGNCB030\DocumentsUocai revitl1408fi 1153 Treasure Pond FI\14086 Oct312(Dt4 1153 Treasure Pond FI S14.rvt � 1 3/4x 11 1/4" � � � � � PSL LEDGER � � � � BOLTED TO ^-��� � � � WALL STUDS � � � � 1/2"DIA. BOLTS � � FASTEN HARDU'VARE , N 2x8 PER MANUFACTURER'S • REQUIREMENTS 2x10 ° �" JOISTS � � -� JOISTS zx6 „ � �����'��r� �� ������ , . WOOD STUD BEDROOM 1 , ( WALL AT 16 oc � 7 LUS210 � I EACH END 15/32 1/2"DIA.A307 BOLT SIMPSON H6 STRAP THROUGH BOLTED OF JOIST TO � I STRAP HURRICANE CLIP PLYWOOD 1 3/4x11 7/8 LVL STRAP TIE AT AT DOUBLE TOP PLATE AND LEDGER BOARD , ; POSTS TO RAFTER TO POST SHEATHING LEDGER TO WALL CANTILEVER JQIST TO BEAM LAG SCREW TO TOP OF HEADER AT BREEZEWAY � I �I 3 +O E L M S T �E E T �, STUDS ` � CLEAT AND SIMPSON 3/4"STURD-I-FLOOR � I P C.�S T O F F I C E B C�X 8 0 2 CLEAT TO LVL SCREW 2x2 CLEAT TO SADDLE SOLID BLOCK � v,/ t� p AND LEDGERLOK CLEAT INTO RAFTER � ST2215 STRAP PLYWOOD FLO�OR SHEATHING BETWEEN JOISTS BREEZEWAY � � L � S A i 1.., 1'�.�� � THROUGH SLEEPER F-�ERS STUD TO BEAM � 2x PT ---�-_.�__ 2x4 PT SLEEPERS 2��6 0 � � �Q�y N E�T(C U � ��?�'7� SILL `� (FLAT) A � 1 3/4"x 11 7/8" LVL 15/32 � � P I-I fl N E: ��V ��U � G.2� t- AT 96'ocD-SEOE p�LqNAMiNG JOISTS PLYWOOD F AX : S �O 3 � v �� rI 3 LVL SADDLE SLOPED SEAT r', WALL SHEATHING ►( � RIM BOARDS RAFTER JOIST TO � ��� BOTH SIDES OF WALL ' � G N C B E I`�!G I f`ol E E RS.CQ M AT PERIMETER LEDGER LVL HEADER u I 2x6 WOOD STUD WALL r" STRAP TO RAFTERS �SSU210 � LVL HEADER � � AT 16"oc SIMPSON N� 2X6 a°- f � KEYNOTES/GENERAL NOTES: (2) 1 3/4"x 11 7!8" HUS1.81/10 WOOD STUD � � LVL JOIST HANGER ; WALL 16"oc ST22 STRAP � oa � LOWER LEVEL DOUBLE UP RAFTERS BELOW CUPOLA AREA 15/32 STRAP HEADER TO POST ( °o ; SCREENED PLYWOOD BEAM/POST LIVING ROOM BOTH SIDES � °o°, � SEE ROOF RIDGE DETAILS PORCH SHEATHING OVER , ATTACHMENT OF CUPOLA FOR FURTHER NOTES (3) LVL HEADER 5 114"SQ. PSL TOP OF WALL � BOLTED POST PER ARCHITECT � d TO RDOF NOTE: � WALL�EL - . .__ '=;� ,-, x " • x-8-x• . �'x-a� CONCRETE ARCHITECT TO PROVIDE ° °� " ' " •--=-� " S�B SIMILAR CANTILEVER CONDITION .-� ,�..��- .�J .� ,�_,;. ,�;;.,� ,,� OVERBUILD CUPOLA ONTO GABLE ROOF CUPOLA DIMENSIONS AND AT CANTILEVEI�BAYS AT CONCRETE , < DETAILS —x x x x x ;�;=,. -� �' > , : , SIDE VIEW SOUTH WALL NEAR BREEZEWAY FRONT VIEW SLAB " '. : �` BEDROOM 1 CANTILEVER FLOOR FRAMING AT NORTH WALL A',T KITCHEN ,,'-�� , ��-; -�, -� ���: ' ,��� � ' , ' - �-, �- %- ROOF RIDGE AT CUPOLA SCREENED PORCH EAST WALL � :*; ,� -;. - � � ,"± _ _ _: ' sEE ao�iTioNa�NOTEs , ., . � -�.:~�.�-, ,- -� -�,. -. _ - - AT SECTION BELOW / .--: ..---_-.- -- -_ _ _r-, 1--- -- � ' i - - n . - • -c°. .da,_ . � • _ ��- � � g • ` ° - - " ., 2�'��r _� � 2x6 WOOD STUD WALL � REINF. CONC. FTG. AT 16"oc � I SIMPSON STRONG-TIE f NEW WEST SIDE CONSTRUCTION AT BREEZEWAY � 15/32 ►( a=o SHEARWALL HOLDOWN+ PLYWOOD '� �° THREADED ROD SIMPSON � ° �� WALL SECTION AT BREEZEWAY WA�L SHEATHING,TYP. I, a°o' LFTA i .,. .. .. .. .,„ . „ . .. .. .. ... : . . . . .. .. .... 2 3/4�� _ ��-O�� 10d NAILWG AT 4"oc � ` SOLID BLOCK BELOW FLOOR 70 FLOOR , AT PANEL EDGES, �, SHEAR WALL CHORD TIE ANCHOR AT 10'bc AT FIELD,TYP. � � SHEARWALLS E FLOOR FRAMiNG �: .. .,... . ..... . .... ,. „„ .,,. . ,„.. , , „ . „, ` PER PLAN 4, FLOOR FRAMING � � PER PLAN , TOP OF WALL � RIM BOARD i PER ARCHITECT � , -�-- TOP � � OF - 2xPT SILL+ f WALL � ANCHOR BOLT(NOT SHOWN) ` EL SEE TYP. DETAILS I � (2)#4 BARS � CONT. 15/32 BOND BEAM PLYWOOD BLOCK WALL SHEATHING, � TYP. 10d NAILING AT 4"oc AT PANEL EDGES, 10"oc AT FIELD, TYP. 2x6 WOOD STUD WALL AT EAST SIDE OF EXISTING HOUSE 15/32 2x6 WOOD STUD WALL _ � i AT 16'bc,TYP. DEMO FRAMING DOWN TO THE TOP OF THE PLYWOOD AT 16"oc FOUNDATION. WALL SHEATHING, 3/4" PLYWOOD STURD-I-FLOOIR TYP. � SIMPSON I � SHEATHING NEW TOP OF FINISH FLOOR ELEVATION TO 10d NAILING AT 4"oc SIMPSON BASEMENT SHEARWALL � MATGH EXIST. FIN. FLR ELEV. V.I.F. MATCH EXISTING,V.I.F. AT PANEL EDGES, HOLDOWN+ ; 10"oc AT FIELD,TYP. SHEARWALL �(' HOLDOWN+ THREADED ROD I " _ _ ___________________ REMOVE(2)TOP CMU COURSES,V.I.F. ; THREADED ROD „„ ., .. .. ,.,. , . „., .„,. ., , , , . . DETERMINE EXISTING BAR REWFORCING. ` � � IF THERE ARE NO EXISTING VERTICAL BARS, 10°CMU WALL 10' CMU WALL LVL RIM �- � 2xPT SILL+ REINFORCED WITN: '`- FLOOR FRAMING ADD(1)#4 BAR AT 2 FT OC AND AT CORNERS REINFORCED WITH: f ANCHOR BOLT NOT SHOWN) NO.4 BAR AND GROUT CELLS SOLID. NO.4 BAR , � VERT: 4 FT oc AND CORNERS PT WOOD SILL+ PER PLAN VERT: 4 FT oc AND CORNERS ' SEE TYP. DETAILS AT CENTERLINE ANCHOR BOLT INSTALL NEW BOND BEAM BLOCK COURSE AT CENTERLINE � ` �EW YOR HORIZ: #9 GA.WIRE ` (NOT SHOWN) ---------- AND NEW WOOD FRAMING. HORIZ: #9 GA. WtRE (2)#4 BARS pF �SIS Bq � SEE TYP. DETAILS — SOLID BLOCK BELOW � �° CONT. � �,U O�y SHEARWALL CHORD � B OCK EAM Q � d NO.4 BAR DOWEL+STD HOOK � ,�, �, y � #4 BAR ---� (2)#4 BARS TOP OF WALL �F v1 a z AT 2 FT.oc CONT. CRAWL SPACE PER ARCHITECT v � '� �" � APPROX. +CORNERS BOND BEAM APPROX. � pFP _ —x: .-, �� " -�=s=x�-, -� �: " CONCRETE �� •'og360�' � EXISTWG GRADE V.LF. FULLY GROUTED \ BLOCK GRADE V.I.F. WALL °- � �• � � '� �- � SLAB C* �p� � �-�.�-" =� �1,�- SEE CONTROL JOINT ,D�p�p � ._��- :�; �_�:y ;-;��� �:�J � =`�=' . ,F_. _ �.,_ ,.�, EL ^'- � �� �_;�. r :�- �;� , :�: ._. ._t: � -a �� TYP. DETAIL , —x, x �x x - — = =Hx'. � ;� �x "x° - CONCRETE """�' "��-=�-`=�' l` f`'-�'`y�� � ` . ,. � ;;\�:; �i�,;' � ' � S�B `. .n��A; =\J �.r .�.�.� •�'� � i-�_t'�i�_/�. \� - ,-�.. '___'� ��v�'�; .Y`'� � ''� - , - - -- — � - '�i% `�.r.�=_.r:;- `--�� -�;::�-! '�-�`'='' �"�'.<%�' _ ,�_..=V�!��_..,f-�,.;✓�'�%�1�- i --. — \' '.a .v. �.:, _ ��.,<_,•.---t �,. Z /< - —- — =�' �_ %� ;;: _ _ _ SEE CONTROL JOINT --- -- - z � - --- - - � - - - -- I -- - ,. „. .,,.. . .,,. �� < , . - - - - <-s - - - - .. , ... ���.�,; ;� � � ,_ . p � ;.f `: �, �., ;�'� :�� ,=�'-c�,� CONCRETE .=-�_�.`��.��=:���� .,r-.=.:=r��µ' `-� _--= -_ - - z �i �:��`,` 1';"-�-�r�..�;�1�.,-�_ � /� ��✓. - �-V��_� �,: TYP. DETAIL � i _ � :�7 ''`� ` . � .� SL/'�B `j � ~_'�"3:%J � _ _ _ U C7 n. � -;.r` ,F�`` r 'i-`s;�s,l��=-�,r . �_ .�_i .,t-'�,r`',i-I/� �`' - U U` � .-t r �" �'_,., �-� -r,, t ,t,�,.�,-�a .� o �-. W g _ �--�_..., _ SEE CONTROL.JOINT _ - ` p � w __ cn � ��C N - = �. ' =J TYP. DETAI� EXISTING CMU � _.;. — _- LOW�R GRADE AS REQUIRED TO MATCH � � Q ' - " _ : J : � M � �C�7 7 1/4' 7 1/4' T � ' ' _. _ L WALL,V.i.F. : � ,T' �._ FINISH FLOOR ELEVATIC?N AND STEP DOWN � � �� 7 1/4" 7 1/4�� ' 1153 TREASURE POND ROAD o _ = AT NEW SCREENED PORCH. M � � � °o � -� _= - ==-� ``' > = _- , - - . ^ --_ � °a �� ' FISHERS ISLAND, NY � m m - _ � �a��" ` � =�� �- (1)#4 BAR STEP FOOTING TO � m m „ " 4 . � (1)#4 BAR mo � a-a '" ;, :-. t°. .•- a•. CONT. TRANSITION FROM NEW ----- -- -- - --- m o U - . �, " _ " . a. CONT. � i-- "a"' ,, . - ��� " TO EXISTING FOOTWG �_ f- 'd°�� " . • > -~ � "' � � °�p.��= OR UNDERPIN EXISTING -- EX{STING FOOTING � _ ..'`,.;�- - � �°,.,�• � - ' ' •- • - , � ' � - � AS REQUIRED,V.I.F. W���F• � - ' � - -- - - - 2-#5 BARS 2-� 2-#5 BARS 2�-��� CONT. BOTT. REINF. CONC. FTG. CONT. BOTT. REINF. CONC. FTG. 3"CLR COVER 3"CLR COVER NEW 10"CMU WALL EXISTING 8"CMU WALLAT EAST SIDE OF HOUSE SECTIONS + DETAI LS NEW WEST SIDE CONSTRUCTION FOUNDATION WALL SECTIONS � 3/4" = 1'-0" CCJNSTRUCTION PHASE DATE: OCTOBER 31 2014 DRAWING NO. JOB NO. 14086 SCALE: As indicated C 1 DRN BY: RLB V I CHK BY: CCB C:\Users\GNCB030lDocumentsUocal revit114086 1153 Treasure Pond FI\14086 Oct31201A 1153 Treasure Pond FI S14.M � � � � � � � � � � � � � � � � 5/8"T&G RO�F SHEATHING,TYP. PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE METAL STRA6'WITH 8-1 1/2"x10d NAILS BEVELED PER SIDE EA�H RAFTER BLOCKING AT � (16 NAILS PER STRAP) —� EACH RAFTER ���������� ���������, ��. WASHERS REQUIRED. SLOPED SEAT � RAFTERS. SEE PLAN FOR SIZE. BOLT HOLES 9/16"DIA. MAX. RAFTER HAN�GER � MIN. END DISTANCE 6". EACH RAF7ER RIDGE BEAM. SEE PLAN FOR SIZE. �1 3 Q � L l�✓1 S T R E E T POST CaFFICE BC�X 802 1'-0" 2 0 RI DGE BEAM - RAFTERS � L. [.� S A Y S �'.�� K �CC�NI�IECTICUT Q6475 � o— - --r- - � — - PHC.�NE. 8C�0 3�i8 1224 � m � C Q r� RIDGE STRAP. INSTALL 1 AX : (.�► �0 � V S �� � � N ¢ � ' � RECOMMENDATIONS S PROVIDE 1 1/4"x 18 GA UNLESS NOT�ED OTHERW S'E YP� � N C B E N G I N E E RS.�C.l M LVL'S METAL STRAP WITH 2, �„ 8-1 1/2"x10d NAILS BEVELED PER SIDE EACH RAFTER RIDGE BEAM ON POST (16 NAILS PER STRAP) BLOCKING AT KEYNOTES!GENERAL NOTES: —� EACH RAFTER STRUCTURAL RIDGE BEAM AT POST SLOPED SEAT A,�'IULTI MEMBER LVL CONNECTION POST ON LVL BEAM � RAFTERS. SEE PLAN FOR SIZE. HEADER RAFTER HANGER EACH RAFTER � RIDGE BOARD. SEE PLAN FOR SIZE. LSSU210 " � ANCHOR POST TO BEAM RIDGE BOARD - RAFTERS WITH SIMPSON POST ON LVL BEAM STRAP POST LTS12 STRAP HEADER CCQ5-6SDS2.5 TO BEAM EACH SIDE COLUMN CAP HEADER/POSTS POST ON SUPPORT BEAM ROOF RIDG� BEAM DETAILS RO�F RIDGE DETAILS BLOCK JOISTS AT WALL APPLY,AT ALL TYPICAL AND SIMILAR CONDITIONS (3) 1 3/4°x7 1/4° LVL BEAM FRAMIf�1G CONDITION CONNECTOR COMMENTS GRAPHIC BEARING WALL ABOVE AND BELOW FLOOR LVL ° LVL TO LVL BEAM HANGER JOISTS FRAMING TO LEDGERLOKS AT CONT PT HU68 LEDGER ON FLOOR TOP AND BOTTOM 8"oc LEDGER RIM STAGGERED JOIST CONT RIM BEAM HANGER BOARD OR DECK JOIST WALL STUDS WSTALL FACE HANGER LUS28 � ' MOUNTED HANGER DECK JOIST TO LEDGER � FASTENERS PER O � - SIMPSON MANUFACTURER'S � DTT2Z RECOMMENDATIONS TENSION TIE LEDGERLOK 2 PER DECK SCREWS MIN. STAGGERED 2x8 JOIST 2x8 2Xg HANGER TO BEAM LUS28 WOOD POST PER PLAN B�M OR QUANTITY OF STUDS EQUAL TO BEAM WIDTH DOWN TO FOUNDATION RIM JOIST PT � JOIST 0 SCREWED 2 FT. PROVIDE 2x DIAGONAL WOOD FRAN1ING TO FLUSH WOOD BEAM BEAM A�f TOP TO JOIST END C�1� k WOOD BEAM BEARING ON WALL OF DECfK POST AND PIERP �TO THER BOLT BUILT UP BEAM BEAM AT EACH POST 1/2"DIA.A307 BEARING WALL AND FLUSH FRAMING DETAILS �i2°DIA.THROUGH N� AT 2 FT oc TOP&BOTT BOLT � Sl'AGGEREQ � 2 FT. H5 CLIP JOIST TO 6x6 PT WOOD POST TO BEAM COLUMN CAP 2x BRACE BEAM POST EPC66 OFNEwyO DECK PCJST BASE ` C666 �y�pURTIS e9'Q•�. � POST �r 2 BASE � � � i� <ii� `'�`` C� �, � oassa5 � � P ��- 12"DIA F ��� �p� CONC PIER � SOLID BLOCK AT z o WITH 1-#5 VERT+ _ PANELEpGES � � HOOK o Z � � AT CENTERLINE � � � � � 3-#5 BARS LAP PLYWOOD –,– _ _ O W EACH WAY ABV& BEL'FLR _ O o BOTTOM � 1153 TREASURE POND ROAD o z CONT RIM : � 2 FT SQ. CONCRETE F I S H E RS I S LAN D, NY � � SIMPSON H2A BOARD HURRICANE CLIP _ . �._ � FOOTING EACH RAFTER END SOLID BLOCK AT PANEL EDGES WALL SHEATHING LAP RAFTER TO WALL CONNECTION TYPICAL DE.CK FRAMING DETAILS TYPICAL DETAILS CONSTRUCTION PHASE DATE: OCTOBER 31 2014 DRAWING NO. JOB NO. 14086 SCALE: As indicated C� DRN BY: RLB �� CHK BY: CCB C:\Users\GNCB030\DocumentsUocal revit114086 1153 Treasure Pond FI\14086 Oct312014 1153 Treasure Pond FI S14.rvt - - . : - . . . _ _ ' . . . . . . . _ . . � �,- . r . . .. _ - : . • " , , i - _ : ' . . , . .. �. �~ . ' - ' . . � - _ • , . .. .. . . :�::::.. ...: . .:. . . . .. � - - . • , . , Pt�u��rNG - sCH�M�rrC D�►rN/v�Nr Rrs�R rarAG�ar�r . �;' : --- . �f' .,.�-, �' --�-, . � � , . . . - t i � ` - . � . - , � k 1 1 UI,yU�3t�;; �vT�?: . - , . . . 8 � . I 1 DQ :\0T SCALE FR01,� THIl5 D�A`r'iIN,^,. ' � _ ,. ., � iO`E��`BA'j'H 1 f � :V'�\�'BA'T�i 2 � , • • . . , • � . . C+,' r: .: FYr'�-`s . 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Bradbeer Residence - Window & Exterior poor Schedule sc.c A�r�c�w��r � Unit Number Call Number Rough Opening Storm Plus IZ3 Lo-E Tempered Lite Cut Satin Nickel Hardware Charcoal Hi-Transparency Jamb Depth Exterior Color Interior Finish Installation Method Remarlcs Additional Notes 272 with Argon Screen Mesh 001 CUDH2O20 30-3/8" X 48-7/8" X X 2W2H / 1 X X 6-11/16" Stone White Primed Pir�e Alum Nailing fin, loose structural brackets 002 CUDH2O20 30-3/8" X 48-7/8" X X 2W2H / 1 X X " " " " 003 CUAWN2424 V 25" X 23-5/8" X 2W2H X X " '� �� " 004 CUAWN1836 V 19" X 35-5/8" X 2W3H X X " " " " 005 CUAWN1836 V 19" X 35-5/8" X 2W3H X X " '� " " 006 CUAWN1836 V 19" X 35-5/8" X 2W3H X X " " " " 007 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " _ " " " 008 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 009 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 010 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 101 CUDH3232 38-3/8" X 72-7/8" X 3W3H / 1 X X " " " " 102 CUDH3232 38-3/8" X 72-7/8" X 3W3H / 1 X X " " " " 103 CUDH2O26 26-3/8" X 60-7/8" X 2W2H / 1 X X " " " " 104 CUDH3232 38-3/8" X 72-7/8" X 3W3H / 1 X X " " " " — --- -- 105 CUDH3232 38-3/8" X 72-7/8" X 3W3H / 1 X X " " " " 106 CUCA2440 LH 25" X 39-5/8" X 2W3H X X " " " " 107 CUDH3232 38-3/8" X 72-7/8" X 3W3H / 1 X X " " " " 108 TRANSOM CUDHT2012-3 77-1/8" X 20-3/16" X 2W2H �� �� �� �� 108 CUDH2O18-3 77-1/8" X 44-7/8" X X 2W2H / 1 X X " �� " " 109 CUDH2O24 26-3/8" X 56-7/8" X X 2W2H / 1 X X " " " " - - - - 110 CUDH2O20 26-3/8" X 48-7/8" X 2W2H / 1 X X " " " " 111 CUDH2O20 26-3/8" X 48-7/8" X 2W2H / 1 X X " " " " 112 CUAWN2424 V 25" X 23-5/8" X 2W2H X X " �� " " 113 CUDH2O20-2 51-3/4" X 48-7/8" X 2W2H / 1 X X " " " " 114 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 115 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 116 CUDH3226 38-3/8" X 60-7/8" X X 3W2H / 1 X X " " " " 117 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 118 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " — ------ -- - 119 CUDH2O20 26-3/8" X 48-7/8" X 2W2H / 1 X X " " '� " 120 CUDH3226-2 75-3/4" X 60-7/8" X 3W2H / 1 X X " " �� " 121 CUDH3226-2 75-3/4" X 60-7/8" X 3W2H / 1 X X �� �� �� �� 122 CUAWN4024 V 41" X 23-5/8" X 1 LITE X X '� �� �� " 123 CUCAP4072 41" X 71-5/8" X X 1 LITE �� �� �� �� 124 CUAWN4024 V 41" X 23-5/8" X 1 LITE X X i " �� �� �� - - - 125 CUCAP4072 41" X 71-5/8" X X 1 LITE � �� " �� �� -___T' 126 CUAWN6024 S 61" X 23-5/8" X 1 LITE � �� �� �� �� 127 CUCAP6072 61" X 71-5/8" X X 1 LITE I �� " " �� --- ----f-- - - --- 128 CUAWN2424 V 25" X 23-5/8" X 1 LITE X X " " " " � 129 CUCA2472 S 25" X 71-5/8" X X 1 LITE �� �� �� �� 130 CUCART25 41" X 61-1/2" X X 1 LITE '� " �� " 131 CUCAP4072 41" X 71-5/8" X X 1 LITE �� �� " �� 132 CUCART6 60" X 66" X X 1 LITE �� �� �� �� 133 CUCAP6072 61" X 71-5/8" X X 1 LITE �� �� '� �� ----- 134 CUCART26 41" X 61-1/2" X X 1 LITE �� �� �� �� 135 CUCAP4072 41" X 71-5/8" X X 1 LITE �� �� �� �� 136 CUAWN2424 V 25" X 23-5/8" X 1 LITE X X " " " " 137 CUCA2472 S 25" X 71-5/8" X X 1 LITE �� �� �� �� 138 CUDH3232-2 76-3/4" X 72-7/8" X 3W2H / 1 X X " " " " 139 CUDH3232-2 76-3/4" X 72-7/8" X 3W2H / 1 X X " " " " 201 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 202 CUDHP6058 62-3/8" X 60-7/8" X 1 LITE �� " " " --- 203 CUDH3226 38-3/8" X 60-7/8" X 3W2H / 1 X X " " " " 204 CUAWN2024 V 21" X 23-5/8" X 2W2H X X " " " " 205 CUDH2O26 26-3/8" X 60-7/8" X 2W2H / 1 X X " " " " 206 CUDHP4858 50-3/8" X 60-7/8" X 1 LITE II II 11 II 207 CUDH2O26 26-3/8" X 60-7/S" X 2W2H / 1 X X " " " " 208 CUDH3226-2 75-3/4" X 60-7/8" X 3W2H / 1 X X " " " " 209 CUDH2O26 26-3/8" X 60-7/8" X 2W2H / 1 X X " " " " 210 CUCA2432 S 25" X 31-5/8" X 2W3H " " " " 211 CUDH2620 32-3/8" X 48-7/8" X 3W2H / 1 X X " " " " 212 CUDH2620 32-3/8" X 48-7/8" X 3W2H / 1 X X " " " " i 213 CUCART2750 25-1/2" X 25-1/2" X SUNBURST " " " " I 214 CUDH3226-2 75-3/4" X 60-7/S" X X 3W2H / 1 X X " " " " 215 CUDH2O26 26-3/8" X 60-7/8" X 2W2H / 1 X " " " " 216 CUDHP4858 50-3/8" X 60-7/8" X 1 LITE X " " " " 217 CUDH2O26 26-3/8" X 60-7/8" X 2W2H / 1 X " " " " Door B03 CUSFD6068 OX 73-5/8" X 82-1/2" X X 1 LITE X X " " " " Door B04 CUSFD6068 XO 73-5/8" X 82-1/2" X X 1 LITE X X " " " " ------ Door D102 CUSFD9068 OOX 111-3/4" X 82-1/2" X X 1 LITE X X " " " " IZ-3 Glass Only, NOT Ceritfied Door D103 CUSFD12068 OXXO 144" X 82-1/2" X X 1 LITE X X " " " " IZ-3 Glass Only, NOT Ceritfied Door B01 Lemieux F-944-T 36" X 82-1/2" 9 Lite/2 Panel " Qare Bare Torrefied Fir Door B02 Lemieux F-944-T 44"x 82-1/2" 9 Lite/ 2 Panel Bare Bare Torrefied Fir Door B06 Lemieux F-944-T 38" x 82-1/2" 9 Lite/ 2 Panel Bare Bare Torrefied Fir Door D101 Lemieux F1705-FC66-F1'705 65-1/2" x 86-1/2" 5-lite/6panel/5-lite Qare Bare Torrefied Fir �/�s — 1 �0�3,/, � ., . . ..,. .. . .............. .. ... ,. . . . .. .. ... . .. ..... . ,... . ... , . .. , .. ... ,. , .. . .. .: . .. . ..... . ..op....,..... . . .. .. . ..... . .. . . ._... ... .... . . . .. ...... . .. � .-�'�`.. � . � . 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'"".. _ ..w- .��_..�...,..... _ +'�`� � � - - y � � � � � � � � �z w.��. �. �' �:�.�� � , � � .,� f � � . � i� � ~~� � ��,t� ��r �►�`� �c�t�"� � � � � � � � � � � �� � � � �� ���.�� ��� Y� ��� � �� � �-A� �` . �� �� �` �� �� � � � . � � ���� ��� . � �=-� .� ��� �. #�� .� k �� � � � � ��� �r '����� ���!y� ��� �� ;�`�, �.���,�� i``� � �� �����'�t �� L ��-�'�': �. ��j- ��' �� �,�'l.� � I� �� If �� �'' '� .� .�, ,�,� � �� � •��,� ,. � :��� TM�.�.�..n..�.�.,._.�....___....�.�___ .. . ' _._...___.._.__,___..__._._____._..___..�._�._,.,_. _ .. .� .� _� . .� . . .� .� ,,. . p . . .__ . _. . , . . .� . . . , ._ .M .._ . ,_._.__._._. . . ._ ._.. . ..s_ � ._-_____ .._ .. . . � . . � . . . . . . _ _ _ . . _ . ._ . , .,. , — . . .�._ _, . _ ..,. _ �. _ , . . ,_._ . _ � . . ,., ._ . .. . _ _ � .. , � .. . _. . .., . . _. , . . , . ,� . � _ . . . .. . . . ., , _ GENERAL STRUCTURAL N(JTES • BUILDING DESIGN LOADS e a • o 0 LIVE LOADS o . = • • • RESIDENTIAL DWELLING HABITABLE AREAS N104D � � � � �1 '` : � • ..� . �•. .r;� a . u��,� : �t FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF �°' '�` '` �. , .� ,,:-. <: '..,�.�,.. . 3�� r� � `�;;.;�;:..:. : 1. ALL FRAMING LUMBER SHALL BE DRY(19°/ MAXIMUM MOISTURE GONTENT) 1'-4" SQ. 3/4"DIA. BOLTS �, �. , �_ , �''����� �.-�:�,._..,,.; O �5�: ., � �, i,Yu.;' 44..i ��5 SNOW LOADS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT `v �E ..r., ,,.,;;,;,. ,.., STRESSES: �, CONCRETE " "k,;.,;:„� � GROUND SNOW LOAD, Pg=20 PSF PIER ,; � T -i Z FLAT/SLOPED R�OOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1,035 psi W ; -� � BENDING,51NG�E USE Fb = 900 F- � � � a (3)1 3/4"X 11 7/8" LVL EXISTING FIN. FLOOR ELEV. , t� . WIND LOADS TENSION PARALLEL TO GRAIN Ft = 575 � �W r, W 1/2"DIA. BOLTS AT 2 FT oc V.I.F. ��'"t s'�"� ��(p"�� 1���^y�t Yg���� �` COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 � v a � a. STAGGERED i ��„7 (1 1 L�.� t 11 � y .l�+r. IMPORTANCE F/�GTOR, I= 1.0 z SHEAR PARALLEL TO GRAIN Fv = 180 r- WIND EXPOSURE CATEGORY:G COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.} = 625 � �� ANGLE 3/4"T&G STURD-I-FLOOR BASIG WIND SPEED= 120 MPH (3 SEC.GUST) MODULUS OF ELASTICITY E = 1,700,000 - 3/4"DIA. CONNEGTION PLYWOOD SHEATHING 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE ANCHOR BOLT L9x4x1/2"x0'-8" GENERAL L9x4x1/2x0'-8" 3/8" 3 3/8" EMBED 12"MIN. +3l8"ENo P�. � 3 � E L 1vt 5T R E ET 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 INTERNATIONAL PER MANUFACTURER'S RECOMMENDATIONS. +3/8"END �' +3/4"DIA. BOLT 3. FOR PLYWOOD NaILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE RESIDENTIAL CODE PORTION OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AT EDGES, 10"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN PLATE _ _ _ _ _ _ _ _ _ _ _ _ N P��T F F I�E B�X �C�2 IN ACCORDANCE WITH AGCEPTED ENGINEERING PRACTICE. OTHERWISE. EA. SIDE OF I ,; ,, �....../ L� �AYY B R�.�.!� K 2. DIMENSIONS AND DETAILS SHALL BE GHECKED AGAINST ARCHITECTURAL DRAWINGS 4. ALL OPENINGS SHALL BE FRAMED WTIH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. LVL 3 LVL ,,, ,, AND EXISTI�JG CONDITIONS. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES �-�I' FLUSH FRAME LVL's ;i ;; C�hJ f�J E�T I C UT 'Q��/�Jr' 3. THE CONTR,�ACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF UNLESS OTHERWISE NOTED: PER PLAN JOISTS/BEAM PER ,; ;! �; 2x PT � 2x WOOD PT SILL PLATE ALL OPENINiGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS pLAN I; , PLATE UNDER LVL BEAM AT PIER. P H C��E: S�Q 3 S SS �I ��A� N OT SPECIF ICALLY SHOWN SHALL BE APPROVED BY THE ARCH ITECT. �n �� � ATTACH TO CONCRETE LAMINATED VENEER LUMBER (LVL) WITH 4-1/4"SIMPSON �A�� ��j(� ��� 1.�.� '� �, 4. THE STRUC1fURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi Q d - 16"S�.CONC PIER HUS1.81/10 TITEN CONCRETE ,�^� AFTER CON�TRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY BENDING,SINGLE USE Fb = 2,600 PLAN-SIDE DETAIL AT TEE FACE MOUNT - WITH 4-#5 VERT scREws. � N�B E N G l N E E RS.��...!� FOR THE BUILDING DURING CONSTRUGTION, INCLUDING, BUT NOT LIMITED TO COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2 510 �'`e- . - BARS+STD HOOK METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRAGING. _ ' HANGER , � ^ EMBED 3"MIN. HORIZONTAL SHEAR Fv - 285 �a,-. --°, AND 5. FOUNDATIO�1 WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSION PERPEND IGULAR TO GRAIN/ Fc(Per)= 750 LVL JOIST TO BEAM , ° #3 TIES AT 12"oc WIND AND C�THER LATERAL FORCES. PARALLEL TO GLUE LINE TENSION STRESS Ft = 1,555 n'P., UNO _ KEYNOTES/GENERAL NOTES: FOUNDATIONS 1'-4" 6. BUILT-UP LVL's TO BE GONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. ' - . ' �° 1. ALL EXTERIOiR STRIP AND INTERIOR SPREAD FOOTINGS SHALI.BEAR ON NATURAL 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE TYPICAL 16"x16"SQUARE J a,_�..� ,,• CONCRE'TE PIER. ' � UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS OR STRUGTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 1 1�2" ` ` - � - �`a ';,� �� '� ..4 . 4"CONCRETE SLAB LIST OF DRAWINGS: CONTROLLED STRUCTURAL FILL HAV�NG A MINIMUM ALLOWABLE BEARING VALUE 8. ALL EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. REINF WIITH: CLR. _ _ "' OF 2.5 TONS PER SQUARE FEET. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, 4-#5 VER'T AND _ _ _ 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. OR OTHER FINISH APPROVED BY ENGINEER. #3 TIES WT 12"oc _ ,'� _ SO GENERAL NOTES&TYPICAL DETAILS 4-#5 DOVIVELS TO OPTION: S1 SECTIONS 3. ELEVATION QF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOOTINC-a � a • 4 , � d � � 64� ' a � -,�4;' '° PIER MAY BE CONSTRUCTED WITH S2 TYPICAL DETAILS/DETAILS EXISTING GRRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD `* �� �. - • '' � ' � - -• � �i CONCRETE MASONRY UNITS CONDITIONS ENGOUNTERED. 11. WOOD I-JOIST SERIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. T , ,�,' , b ..-�' � �� � �._ - - �- r 8x8x16 CMU NOTES: 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MEGHANICAL PIPING. � �°;;- ' "A � � REINFORCED WITH#5 BAR 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. VERTICAL AT CENTERLINE+ HOOK 1. THE DRAWINGS SHOW STRUCTURAL WORK 6. PROVIDE GRUSHED STONE IF WATER 15 ENCOUNTERED AT FOOTING BASE. BOTTOM OF 3-#5 BARS FULLY GROUT CELL. FOR RENOVATIONS TO THE EXISTING 7. FOR SLAB Oh�GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL FOOTING AT gp�pM_ RESIDENCE. SURFACE TCoPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. EXISTING FROST DEPTH EACH WAY GRANULAR�r1ATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS RECOMPACTED WITH 16"X16��� CONCRETE PIER PLAN VIEW 3'-0"SQ. 2. STRUCTURAL FRAMING AND SHEAR WALL A MINIMUM qF 6 PASSES OF A HEAVY VIBRATORY ROLLER. ANY REMAINING FILL NAILING SCHEDULE REQUIREMENTS ARE SUPERIMPOSED REQUIRED T�JJ THE UNDERSIDE OF SLAB SHALL BE COMPACTED GRAVEL FILL, MIN 9- REINF.CONCRETE FOOTING UPON THE ARCHITECTURAL DRAWINGS. IN REQUIRE. CONNECTION NAILING 3. NOT ALL EXISTING CONDITIONS ARE KNOWN. JOIST TO SILL OR GIRDER, TOE NAIL 3-8d CONTACT GNGB CONSULTING ENGINEERS, P.C.TO REINFORCED CONCRETE BRIDGING TO JOIST,TOE NAIL EACH END 2-8d MAKE RECOMMENDATIONS FOR REVISIONS, 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES S�LE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc INTERIOR C�NCRETE PIER IF REQUIRED. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. TOP PLATE TO STUD, END NAIL 2-16d 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE STUD TO SOLE PLATE,TOE NAIL 4-$d NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH DOUBLED STUDS, FACE NAIL 16d AT 24"oc AS FOLLOWS: DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc WALLS AND FOUNDATtONS 3,000 PSI INTERIOR SLAB ON GRADE 2,500 PSI TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CLIMA1i'IG AND GEOGRAPHIC DESIGN CRITERIA EXTERIOR SLAB ON GRADE 4,500 PSI CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc ALONG EACH EDGE 3. ALL REINFtJRCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 CEILING JOISTS TO PLATE,TOE NAIL 3-$d GROUf�D WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD GRADE 60. SNOW SPEED DESIGN UNDERLAYMENT HAZARDS 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d LOAD CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR CEILING J015TS,LAPS OVER PARTITIONS, FACE NAIL 3-16d DEPTH SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d REFERENCE IS MADE TO A MAP ENTITLED: POSITIONS INDICATED. 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE PROVIDED NOTAPPLICABLE SITE PLAN 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE RAFTER TO PLATE,TOE NAIL 3-Sd TO HEAVY PREPARED FOR INDICATED►SHALL BE: BUILT-UP CORNER STUDS 16d AT 24"oc FI LOOKOUT, LLC CONCRETE POURED AGAINST EARTH 3" BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP 1153 TREASURE POND ROAD CONCRETE POURED IN FORMS,BUT AND BOTTOM AND STAGGERED RESIDENTIAL CODE �F NEW YORK STATE FISHERS ISLAND, NEW YORK DA1�ED: JUNE 5,2014, REV.APRIL 14,2015 EXPOSED TO EARTH OR WEATHER: 2-20d AT ENDS AND AT PREPARED BY: a. BARS#5 AND SMALLER 1-1/2" b. BARS LARGER THAN#5 2" EAGH SPLICE CM ASSOCIATES ENGINEERING, PLYWOOD: UNLESS OTHERWISE NOTED LAND SURVEYING&ARCHITECTURE, PLLC 6. EPDXY ADHESIVE TO BE HILTI HIT OR EC�UAL, UNLESS NOTED OTHERWISE. WOODSTOCK,CT STURD-i-FLOOR PLYWOOD SHEATHING REFERENCE IS MADE TO DRAWINGS MASONRY � SAW CUT AS SOON WIRE MESH REINFORCEMENT MUST LAP ONE 3/4"TONGUE AND GROOVE 8d � -� AS CONCRETE WILL FULL MESH AT SIDE AND END LAPS AND SHALL BE ENTITLED: 1. ALL MASOPVRY WORK SHALL CONFORM TO THE BUILDING CODE WALL SHEATHING �N ,� NOT RAVEL(24 HRS WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS BRADBEER RESIDENCE REQUIREMIENTS FOR MASONRY STRUCTURES ACI 530/ASCES/TMS402. � � MAX} FOR MESH TO ENSURE COVER. 1153 TREASURE POND ROAD 2. CONCRETE MASONRY UNITS, HOLLOW CORE,CONFORM TO ASTM C90 1�2� $d � F I S H E R S I S L A N D, N Y ` PREPARED BY: � WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,900 PSI. , � WWF 6x6-W1.4xW1.4 3. ALL MORT/4R SHALL BE TYPE M. NOTES: . ' �/ �y°�� ���,/ �/ � -"" °� � +� ` P. BATCHELOR,AIA Q , /X. a .a "./1-%�. Q./�-�X."r-%� � p�.,_ ,a 4. FILL ALL VOIDS AND BLOCK CELLS SOL�DLY WITH GROUT. SCHEDULE BASED UPON COMMON WIRE NAILS. � � - - -� � ' � - � ���° ' - - � PAOLI, PA 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. DATED: MARCH 16,2015 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE SUBSTITUTING PNEUMATIC NAILS OF E�UAL DIAMETER OR LARGER IS ACCEPTABLE. USING LOV'V LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CANTAINING FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. REINFORC ING. 7. ALL SPLICES SHALL BE LAPPED AS FOLLOWS: #3 BA�RS 1'-6" GOMMON WIRE NAIL DIAMETERS #4 BA,RS 2'-0" 6d 0.113" #5 BaRs 2�-s� 8d 0 131„ TYPICAL SLAB ON GRADE CONTROL J�INT #s BaRs s�-o� 1 od 0.14$� D ETA I L 8. VERTICAL IREINFORCING BARS SHALL BE PLAGED USING GALVANIZED OR PLASTIC BAR POSITIONERS. 12d 0.14$" 9. HORIZONT.'AL REINFORCING SHALL BE NO.9 GAGE WIRE CONFORMING 16d 0.162" 36��A �P��OCURT�� � TO ASTMA�2 AND SHALL BE PLACED EVERY OTHER COURSE, U.N.O. 20d 0.192" 5 Q�,�c /S� �,p 10. ALL MASOfVRY WORK SHALL BE PLACED IN RUNNING BOND. �Q 90 � c� � - - - - - - - - - - - - - � z SHEAR WALL NOTES CONT BOTTOM WALL REINFORCEMENT 36 DIA. Q � o � � � C�I �� 1. SHEAR WA,LL LOCATIONS ARE NOTED ON PLANS. TYP. � � ~ 8 � 2. SIMPSON HOLDOWNS AT EACH END OF SHEAR WALL � � �- s � ..� PANEL PER PLAN AND SCHEDULE BELOW. i 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN i ANCHORS EMBEDDED INTO FOUNDATION. 5/8"DIA.ANCHCJR BOLT WITH � 4. EMBED 5/8"DIA.ANCHOR 10"MIN. INTO FOUNDATION. i EMBED 7/8"DIA.ANCHOR 15"MIN. INTO FOUNDATION. 3"x3"x.229" � � � � �- FTG"D" CONT. BOTTOM PLATE WASHERS i MIN. FOOTING REINF., 5. UNO, DOUBLE UP WOOD FRAMING AT SHEAR WALL i i x � CHORDS OR USE SOLID WOOD POST AT EACH SHEAR U.N.O. � i Q o TYP. WALL PANEL END. ATTACH STUDS TOGETHER WITH i � � � N 1/4"x 3"SDS SCREWS AT$"oc. �� �A� � � I CONT WALL 6. PLYWOOD SHEATHING 15/32" � � � �P�`G�� 36 DIA. � FOOTING 1153 TREASU RE PON D R4AD AT 4"0o AT' PANEL(EDG S�AND IRO"c AT FIELD. �b � \ �i SeA a� 1 7. NO HORIZONTALJOINT IN SHEATHING FORA MINIMUM OF _ FISH ERS ISLAN D, NY -------- - -------------- ------- 1 FT ABOV�AND BELOW RIM BOARD. � BOTTOM OF FTG EL 8. SOLID BLO�CK AT ALL PANEL EDGES WITH DIMENSIONAL �A SIZE TO MATCH FRAMING. r�p., �A� 36 DIA. j ELEVATION SEE PLAN 9. IF SHEATHING IS INSTALLED ON BOTH SIDES M'�.{- OF SHEAR WALL,OFFSET VERTICAL PANEL EDGES TO FALL ON DIFFERENT FRAMING MEMBERS. � � � SHEAR WALL HARDWARE SCHEDULE: � I SIMPSON HARDWARE ANCHOR BOLT MIN.WOOD � � � G Ef�ERAL N4TES & TYPICAL MEMBER THICKNESS I I ' D ETAI LS Q 1 LFTA 1� FLOOR TIE ANCHOR NOT APPLICABLE 3" I I I � 2 HDUS SDS2.5 HOLDOWN 5/8"DIA. 3" TYPICAL ANICHOR BOLT DETAIL PLAN NOTES: � 3 HDQS SDS3 HOLDOWN 7/8"DIA. 4.5" - 1. PROVIDE MINIMUM 12"EMBEDMENT. 2. MAXIMI�M PERMITTED HOLE SIZE FORANCHOR BOLT IS 11/16". TYPICAL STEPPED FOOTING CONSTRUCTION PHASE INSTALL HARDWARE PER MANUFACTURER'S REQUIREMENTS. 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. FOUNDATION - ANCHOR BOLTS STEPPED FC}OTING, TYP. DETAIL DATE: APRIL 16,�o,s DRAWING NO. JOB NO. 14086 SCALE: As irxiicated C O DRN BY: RLB V CHK BY: CCB C:ulsers\GNCB039�,Local RevitU4086 Bradbeer FI NY Apnl 2015 Rvi15 Locap14086 April 20151153 Treasure Pond Road,FI NY R15.rvt � • • o • • o r o • � y.W ,� s • o ; v,, M,,, e e � �: i 5 s� � r� �4 �� q;; � ?. i � , i�' � ��� �t ' V.a��r��� ��, .wi'. , __ 'r � � I��e �g WOOD STUD BEDROOM 1 ����'�I�� �� ��"� ��" �i WALL AT 16"oc ! " 15l32 1/2"DIA.A307 BOLT SIMPSON H6 FASTEN HARDWARE PLYWOOD 1 3/4x11 7/8 LVL STRAP TIE AT EACH PER MANUFACTURER'S SHEATHING ' LEDGER TO WALL SIDE OF CANTIILEVER JOISTS REQUIREMENTS 1 3 C� E L 1'�,�1 ST F�E ET �, STUDS SIMPSON 3/4"STURD-I-FUOOR PQST +OFFI+CE BOX 8tJ2 S ST2215 STRAP PLYWOOD FLOORSHEATHING � � � ���' � R�"�r�`�. � R�F�ER STUD TO BEAM '�._..�t...! ���6.Q� ��3i'�INE+�TI�UT �J�475 � 1 3/4"x 11 7/8"L'VL PHt��`�JE: �8�iQ 388 1224 �` SECOND FLOOR FRAMING JOISTS ���• ��� ��� �,� '� � RAFTER O ST TO T AT 16"oc-SEE PILAN G N�B F N G I f�1 E E�S.���/�I LEDGER LVLHEADER LSSU210 SIMPSON (2) 1 3/4"X 11 7/$" HUS1.81/10 N� WOOD STUD KEYNOTES/GENERAL NOTES: LVL JOIST HANGER WALL BEYOND 15/32 SCREENED PLYWOOD LIVING ROOM PORGH SHEATHING OVER (3) LVL HEADER BOLTED BEDRQQM 1 CANTILEVER FLOOR FRAMING AT SCREENED P�RCH -�--�� � 2x6 WOOD STUD WALL ' AT 16"oc f I SIMPSON STRONG-TIE � 15/32 —� a°,a � SHEARWALL HOLDOWN+ PLYWOOD ' THREADED ROD SIMPSON � WALL SHEATHING,TYP. I o° LFTA 10d NAILING AT 4"oc i ` SOLID BLOCK BELOW FLOOR TO FLOOR � AT PANEL EDGES, SHEAR WALL CHORD TIE ANCHOR AT � FLOOR FRAMING 10"oc AT FIELD,TYP. ' SHEARWALLS � PER PLAN � FLOOR FRAMING � _ PER PLAN , TOP OF WALL � RIM BOARD i PER ARCHITECT , � pFP 2xPT 51LL+ I WALL ANCHOR BOLT(NOT SHOWN� ' EL SEE TYP. DETAILS I � (2)#4 BARS � CONT. 15/32 BOND BEAM PLYWOOD BLOCK WALL SHEATHING, TYP. 10d NAILING AT 4"oc � AT PANEL EDGES, 10"oc AT FIELD,TYP. - 2x6 WOOD STUD WALL AT EAST SIDE OF EXISTING HOUSE i AT 16"oc,TYP. DEMO FRAMING DOWN TO THE TOP OF THE FOUNDATION. � a° 3/4"PLYWOOD STURD-I-FLOOR SIMPSON SHEATHING NEW TOP OF FINISH FLOOR ELEVATION TO BASEMENT SHEARWALL I � MATCH EXIST. FIN. FLR ELEV.V.I.F. MATCH EXISTING, V.�.F. HOLDOWN+ � THREADED ROD I - _ _—__—__—__—________ DEM RMINE E�XPST NG B�AR RE NFORCING. 10"CMU WALL LVL RIM IF THERE ARE NO EXISTING VERTICAL BARS, REINFQRCED WITH: ADD (1)#4 BAR AT 2 FT OC AND AT CORNERS NO.4 BAR FLOOR FRAMING AND GROUT CELLS SOLID. ,��OF NF� VERT: 4 FT oc AND CORNERS PT WOOD SILL+ PER PLAN ��P��s cuRr,s �o AT CENTERLINE ANCHOR BOLT INSTALL NEW BOND BEAM BLOCK COURSE �QQ' �90�� HORIZ: #9 GA.WIRE (NOT SHOWN) AND NEW WOOD FRAMING. � � NO.4 BAR DOWEL+STD HOOK SEE TYP. DETAILS SOLID BLOCK BELOW _ � .' z � � SHEARWALL CHORD � ; ��. � � �� `� 1 #4 BAR (2)#4 BARS 5 l AT 2 FT.oc CONT. CRAWL SPACE �� � APPROX. +CORNERS BOND BEAM EXISTING GRADE V.I.F. �F FULLY GROUTED BLOGK � a r-x` X X ' � 'x ,. � �_ � 4 CONGRETE '� \ ��,� ..-. -.", - a-=�-, , a — � ,�� ,:; � -�x� ', x,--=x : , — �r � ��� SLAB . , . - .t _', �.L.,_. _ _. � .,�<:.-�;-��t�_A —°�.�=;:�='�-�__- � % \ . , -_�: � - EE NTR L Z : . �� -_ .=�,: �`� ,t._<<; �;� -.c,,._, �`� ,c��"...r�� = S CO O JOINT p ''� _ ;�s"'1'=� _ �-�'�-�;� CONCRETE =� ;=a �f {`�' il;��-7 :,_,-..,.:...,= .`�� — z \ �-��',; w.r-,.�,��t.�_ N;%;_ ,��-�=. �+� nO - - ...f,�,.,=, Y;s TYP. DETAIL ~, a — r}ti,- - - ��):.�-`'r.V .�-yd' --,;:(�=.�� Ju�1u .. ',- - �_�` :�laJ�',- U c� ¢ � =_ _r'' fry�'='>`X L SEEGONTRO�JOINT �` }�_ `t','' --�'J`r`; Q �w J _�.,�;; �;� _� �, �r_.= �`- � u'❑ o ',`�---' ��--� ,I!�=--=� ; = TYP. DETAIL EXISTIR(G CP�Al.I � ~�` --- � , ' 'l==i';4! I'=-==- i LOWERGRADEAS REQUIRED TO MATCH � �Q If �=l .�--_ --'�� -:-,'�; �'--r: ��. „rl .__1't`=-=-�' ltr- _ I; I, „ p � 0� N ���'�_—7T;� , Tr irk: � o • e • � � ; ,�4 � _• � • � • • • ;w� ,�" � ,;;. .,, o a �`' ,� �^'' i f 1'i'. i. , :' '� ' "' �,.' - � r.�' i . . ��e }'�Y � 5/8"T&G ROOF SHEATHING,TYP. PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE METAL STRAP WITH gEVELED L,�l������I 1� , � ��� ' �� . , $-1 1/2"x10d NAILS PER SIDE EACH RAFTER y (16 NAILS PER STRAP) BLOCKING AT EACH RAFTER SLOPED SEAT RAFTERS.SEE PLAN FOR SIZE. � � � E L I v, ST R E ET RAFTERHANGER P��T dF���E BQX tad� EAGH RAFTER RIDGE BEAM.SEE PLAN FORSIZE. � L C.� �AY B R�� K �ssu2lo C+C�i`JNECTI�tJT (�G475 RIDGE BEAM - RAFTERS PHC.�NE. 86C� 388 122� F�.�: �+�a � s� �+� � � G NCBENG I NEEl2S.C�M RIDGE STRAP. INSTALL PER MANUFACTURER'S 5/8"T&G ROOF SHEATHING,TYP. RECOMMENDATIONS PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE KEYNOTES/GENERAL NOTES: ' METAL STRAP WITH 8-1 1/2"x10d NAILS BEVELED PER SIDE EACH RAFTER BLOCKING AT RIDGE BEAM ON POST (16 NAILS PER STRAP) EqGH RAFTER � WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. MIN. END DISTANCE 6��. STRUCTURAL RIDGE BEAM AT POST POST ON LVL BEAM � RAFTERS.SEE PLAN FOR SIZE. 1 �^ HEADER RAFTER HANGER EACH RAFTER RIDGE BOARD.SEE PLAN FOR SIZE. LSSU210 �, J— — --r — � — — � - ANCHOR Posr To BEann RIDGE BOARD - RAFTERS � m � WITH SIMPSON POST ON LVL BEAM � � LTS12 STRAP HEADER CV M_ _ _� _ _ _ � EACH SIDE ¢ _c�� CCQS-fiSDS2.5 LVL'S COLUMN CAP 2'-0" HEADER/PQSTS P�ST OIN SUPPORT BEAM MULTI MEMBER LVL CONNECTION R��F RIDGE DETAILS ROOF RIDGE BEAM DETAILS BLOCK JOISTS AT WALL (3} 1 3/4"x7 1/4"LVL BEAM �EARING WALL ABOVE AND BELOW FLQOR LVL • : LVL TO LVL BEAM NANGER � HU68 BEAM ���F NEwY INSTALL FACE �,����5 CURTjs�9��� MOUNTED HANGER FASTENERS PER U '`y� Z MANUFACTURER'S �,_. �� � .0 RECOMMENDATIONS �� � �J ��FSS►ONP�'� 2x8 JOIST 2x8 2x8 HANGER TO BEAM LUS28 SOLID BLOCK AT WOOD POST PER PLAN BEAM PANEL EDGES OR QUANTITY OF o Z EAM WIDTH DOWN T � 1153 TREASU RE PON D R4AD TO FOUNDATION PANEL 1 OOM N FISHERS ISLAND, NY ABV&BEL FLR WOOD BEAM BEARING �N WALL WOOD FRAMING T� FLUSH WOOD BEAM o z CONT RIM T � BOARD � SIMPSON H2A HURRICANE CLIP � SOLID BLOCK EACH RAFTER END AT PANEL EDGES BEARING WALL AND FLUSH FRAMING DETAILS WALL SHEATHING LAP RAFTER TO WALL CONNECTION TYPICAL DETAILS CONSTRUCTION PHASE DATE: APRIL 16,2015 DRAWING NO. JOB NO. 14086 SCALE: As indicated C� DRN BY: RLB �� CHK BY: CCB C:uJsers\GNCB0391Locsl Fevi1114Q86 Bradbeer FI NY April 2015 Rvt15 locaA14086 April 20151153 Treasure Pond Roetl,FI NY fl15.rvt Bradbeer Residence - Window & Exterior poor Schedule Unit Number Call Number Rough �pening Impact Zone 3 Lo- Tempered Lite Cut Satin Nickel Hardware Charcoal Fiberglass Screen Jamb Depth Exterior Color Interior Finish Installation Method Remarks Additional Notes E 2 with Argon Mesh, White Surround 001 ITDH2648 26-3/4" x 48-3/8" X 2W2H/ 1 X X 6-9/16" Stone White White Painted Nailing fin, loose structural brackets 002 ITDH2648 26-3/4"x 48-3/8" X 2W2H/ 1 X X " " " " 101 ITDH3872 38-3/4" X 72-3/8" X 3W3H/ 1 X X " " " " 102 ITDH3872 38-3/4" X 72-3/8" X 3W3H / 1 X X " " " " 103 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X X " " " " 104 ITDH3872 38-3/4" X 72-3/8" X 3W3H / 1 X X " " " " 105 ITDH3872 38-3/4" X 72-3/8" X 3W3H/ 1 X X " " " " 106 ICA2539 LH 25" X 39-5/8" X 2W3H X X " " " " 107 ITDH3860 38-3/4" X 60-3/8" X 3W2H /1 X X " " " " 108 T IAWN CUSTOM 3-WIDE 77-3/4" X 19-5/8" X 2W2H X X " " " " 108 ITDH2644-3 77-3/4" X 44-3/8" X 2W2H /1 X X " " " " 109 ITDH2656 26-3/4" X 56-3/8" X 2W2H /1 X X " " " " 110 ITDH2648 26-3/4" X 48-3/8" X 2W2H /1 X X " " " " 111 ITDH2648 26-3/4" X 48-3/8" X 2W2H /1 X X " " " " 112 ITDH3860 38-3/4" X 60-3/8" X 2W2H X X " " " " 113 ITDH3860 38-3/4" X 60-3/8" X 2W2H /1 X X " " " " 114 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H / 1 X X " " " " 115 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H / 1 X X " " " " 116 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H /1 X X " " " " 117 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H /1 X X " " " " 118 CUAWN2424 V 25"X 23-5/8" X 1 LITE X X " " " " 119 CUCA2472 S 25"X 71-5/8" X X 1 LITE " 120 CUCART25 41" X 61-1/2" X X 1 LITE " " " " 121 CUCAP4072 41" X 71-5/8" X X 1 LITE " " " " 122 CUCART6 61"X 66-1/2" X X 1 LITE " " " " 123 CUCAP6072 61" X 71-5/8" X X 1 LITE " " " " 124 CUCART26 41" X 61-1/2" X X 1 LITE " " " " 125 CUCAP4072 41" X 71-5/8" X X 1 LITE " " " " 126 CUAWN2424 V 25" X 23-5/8" X 1 LITE X X " " " " 127 CUCA2472 S 25"X 71-5/8" X X 1 LITE " " " " 128 ITDH3872 38-3/4" X 72-3/8" X 3W3H/ 1 X X " " " " 129 ITDH3872-2 76-1/4" X 72-3/8" X 3W3H / 1 X X " " " " 201 ITDH3860 38-3/4" X 60-3/8" X 3W2H /1 X X " " " " 202 ITDHP6260 62-3/4" X 60-3/8" X X 1 LITE " " " �� 203 ITDH3860 38-3/4" X 60-3/8" X 3W2H / 1 X X " " " " 204 ITDH2660 26-3/4" X 60-3/8" X 2W2H /1 X X " " " " 205 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X X " " " �� 206 ITDHP5060 50-3/4" X 60-3/8" X X 1 LITE " " " " 207 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X X " " " " 208 ITDH3860-2 76-1/4" X 60-3/8" X 3W2H/1 X X " " " " 209 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X X " " " " 210 CUCART2750 25-1/2" X 25-1/2" X SUNBURST " " " " 211 ITDH3860-2 76-1/4" X 60-3/8" X X 3W2H/1 X X " " " " 212 ITDH2660 26-3/4" X 60-3/8" X 2W2H /1 X " " " " 213 ITDHP5060 50-3/4"X 60-3/8" X X 1 LITE X " " " " 214 ITDH2660 26-3/4" X 60-3/8" X 2W2H / 1 X " " " " Door 602 ISFD6068 OX 72-1/4" X 82-5/8" X X 1 LITE X X " " " �� Door 603 ISFD6068 XO 72-1/4" X 82-5/8" X X 1 LITE X X " " " '� Door D102A IOFD6080 XX LH 72-1/4" X 96-1/8" X X 1 LITE X " " " " Door D102B IOFD3080 O 37-9/16" X 96-1/8" X X 1 LITE " " " " Door D102C IOFD3080 0 37-9/16" X 96-1/8" X X 1 LITE " " " " DOOR D103 ISFD6068 XO 72-1/4" X 82-5/8" X X 1 LITE X X " " " Door B01 Lemieux F-944-T 36" X 82-1/2" 9 Lite/2 Panel Bare Bare Torrefied Fir Door D101 Lemieux F1705-FC66-F1705 65-1/2" x 86-1/2" 5-lite/6panel/5-lite Bare Bare Torrefied Fir � � -�� -r� .fi' —�~ i � i � i 4 � � , . � ;'�'EQI+8;�1�'E�1 � � � :��EXh'�.+,'�1 r 9 . _ �l�6'•`�"� , .14l=� . m 1 � ti � �.,�L4 q � C�.4' �� : 6�4 ` � .�� 1 1 ' ' " �; � � , ����' ..�� ' k �ti,," 1 . .w. ,�, � �' —� I I � � - ! � � � �; � � � St�+��K e �rra�:�r: � L7Y" � 1 � � y . i =� Y1Y�i }�T �~. � ���� � �. .� ti�, � � i y ; �} � ••r��r<� � �.' ��.• y ; ti, � ti ! � � . ; � ; , �- _..� j ,�' �._ ..�- _�. i � a i . :� � � � - - � :b ie 1 Y��lil'C � i: .�..���'��1:�.T 1 i. q' ' ' � ' � � � �T•'IN� � ��+y �¢ � ( �� t�9.4' � � L�,'� � 1 � I 1 i � I � _ � � i - - �-------� i �ti:- ��`=ti� i . � a-..: . _�� � � I 1 .1—. ,,�—. -j• I �ti*� ,f 3 � , � ' , � � __..._..._......._...�,_���,�„�„�.-,— � 1 9 � . 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'b 1: � ,1 �� , a � i t; , i _ . . _ i� J I _ - . _ _ _ ' _ , _ - - . � ' - _ " I � � . � 4 � i ' • I i � . --__-- _ _ , .. . . . .--.,..,,�.,��..�.___ ,•_._.. _ _ _ �- Y� �r_�ri� �ea•�t lt 1L��.� ' , . .--.�-f�•<-.. .,._ _ �---.--••, - - --- ____._.,..,,,,�,..._,,.T,._...._.�__-..�.......�.���r*-�, . P..�>,. . `� . � ������� ���r����� • �� .�e-�seee___ , , : � i i.��+ 'rt���.�'y:�"�"E ���F� f�L� .��IFr�,� ��L.��a�.� ra":{ 3.'. �'�',.i�"i,°FL�"r'._�.!#� ���TF : ` ; �,�- � , . � F'14.�r`i;.� FIk� .A���La'. �'� �. �'�—�� ' ; 3-16-15 , . . �•1��.�`.B.i;rr��