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HomeMy WebLinkAbout41724-Z 1 �4�psUFF�c Town of Southold 6/5/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39690 Date: 6/5/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Munnatawket Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-3-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2017 pursuant to which Building Permit No. 41724 dated 6/8/2017 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 dwelling with covered porch second floor balcM and stairway only access to roof top deck as applied for. The certificate is issued to Holzner,Mark&Marshall,Leslie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0060 3/5/2018 ELECTRICAL CERTIFICATE NO. 41724 10/18/2017 PLUMBERS CERTIFICATION DATED 9/19/2017 G Gello t o ' d ignature �gUFEnI TOWN OF SOUTHOLD moo �c�Gy BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy,• SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41724 Date: 6/8/2017 Permission is hereby granted to: Holzner, Mark 164 Farist Rd Fairfield, CT 06825 To: Construction of a single family dwelling as applied for per SCHD approval. Replaces BP# 38905. At premises located at: Munnatawket Ave., Fishers Island SCTM # 473889 Sec/Block/Lot# 6.-3-3 Pursuant to application dated 6/8/2017 and approved by the Building Inspector. To expire on 12/8/2018. Fees: PERMIT RENEWAL $700.60 Total: $700.60 wilding I spector ��SUF of ��co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE yx�l �ap�S SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38905 Date: 5/27/2014 Permission is hereby granted to: Holzner, Mark & Marshall, Leslie 164 Farist Rd Fairfield, CT 06825 To: Construction of a single family dwelling as applied for per SCHD approval. At premises located at: Munnatawket Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 6.-3-3 Pursuant to application dated 5/12/2014 and approved by the Building Inspector. To expire on 11/26/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,401.20 Total: $1,401.20 Building In Form No.6 TOWN OF SOUTHOLD BUILDING DEPART ® '3C ENT. TOWN HALL 765-1802 APPLICATION FOR CERTIFICAT O A` )P1� This application must be filled in by typewriter or ink and submitted to the Builldigg, tib%"jth the following: A. For new building or new use: TOWNU�0F vOU'I`"®LD 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. ApprovaFof 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, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$15.00 / Date. �54 New Construction: Old or Pre-existing Building: (check one) Location of Prop e 12.9 M LANJ N ATA"" f,-A-" 1 S R Hamlet House No. � g 4 SXoL7_f� et er or Owners of Pro e � � � L Own Property: �y I Suffolk County Tax Map No 1000,Section -/73 OV (0' Block Lot SubdivisionI Filed Map. Lot: Permit No. -1 Date of Permit. 17 Applicant: �i kk 4 E2 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate*App heck one) Fee Submitted:$ t Signature pF SOU��®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road jr jr CAFax(631)765-9502 P.O.Box 1179 ® �@ roger.richerta-town.Southold.ny.us Southold,NY 11971-0959 C®Uo,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Holzner Address: Munnatawket Avenue city,Fishers Island st: New York zip: 06390 Building Permit#: 41724 Section: 6 Block: 3 Lot- 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gary Rubertone Electric Inc. License No: 42329-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 42 Ceiling Fixtures $ HID Fixtures Service 3 ph Hot Water GFCI Recpt 32 Wall Fixtures 27 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 111 CO Detectors Sub Panel 2-100 A/C Blower 3 Range Recpt Fluorescent Fixture $ Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches $$ Twist Lock Exit Fixtures �] TVSS Other Equipment: 1- Range Hood, Duel Fuel Range, 3- Exhaust Fans, 4- ARC Fault Circuit Breakers, 1- GRCI Circuit Breaker, 2- Combination GFCI &ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: October 18, 2017 0-Cert Electrical Compliance Form.xls 2033683425 Holzner Construction 12:29:09 p.m. 09-29-2017 111 Z & S Contracting, Inc. P. O. Box 202 Fishers Island, NY 06390 Tel: (631) 788-7857 * Fax: (631) 788-5600 zands(a)lishersisland.net CERTIFICATION Date___;A Z17I Building Permit No. i Z` Owner M. alt /fid Z40ie (please print)) '� Plumber aeO (x// (please print) I certify that the above mentioned water supply system is solely Pex type tubing. (plumber's signature) Sviorn to bef m�e this day of�,:-Itw 20Lj- tary ic) Notary Public, -�AFft 4-,a- County D OCT - 2 2017 BUILDING DEPT. TOWN OF 3OUMOLD ;, pE SOUlyOlo ��y000M'1,0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�ISOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L CCvov Y% Afrm S F ti� �y1� 1• �tt'D W1 ' �( '� na�, •C.- D%/ cea" R a� 0"-4 �- o'm fQe,ov wb aC QIv4--, },D DATE 114 W INSPECTOR OE SOUTyo! CpUMY,� TOWN OF SOUTHOLD BUILDING-DEPT: 765-1802 INSPEC N [ ] FOU DATION 1ST- [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE' VIOLATION [ ] CAULKING REMARKS:__�XLa 64;;�) A� � Ale- amr 63 CLDATE INSPECTOR r ( E s ' OE SOUly� cout '�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN NALATION [ ] FRAMING / STRAPPING [ FIL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 24n-- f>�l /S INSPECTOR DATE 4 Z '�'�' �o��OF SOUIyo� � # TOWN OF SOUTHOLD BUILDING DEPT. Cour" 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 rh MWAAVW�d Ar DATEINSPECTOR ANIV1 .1 �rGl Lj �Of SOUTy hod °�o ��'YOOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765®1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ ] FINAL Al [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) BARKS: &C," .2 vi ®i l IJDD14 WAtgW4�- i nC A DATE - INSPECTOR - r -...:moi �/!>_4.' fAr!, M . ROUGH it PLU _ 1: 1 s� IN$UL,ATION PER N.Y. STATE ENERGY , t � MAP MIT= M MW �, �lippill� IRIMP114"Mill: WIN& NMI IM _> MUFM v :� ►��'� , t 1,Crrff l U au L o i NA� t, �.±v', TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL dBoard of Health SOUTHOLD,NY 11971 V4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.QJ /Cheek '-j G S, 01 Oou Septic Form MY S.D E.C. Trustees Flood Permit Examined v 20 /Storm-Water Assessment Form l Contact: /11 t',-�1< W C, 'Lf4 Approved .20 9 Mail to l LA tl la,% a'T' 1ev,�, Disapproved ale t RF LL ' S C- Ob g Z g' / Phone.-2 0 3 64 10 at F Expiration R 20 Bulilling Inspector APPLICATION FOR BUILDING PERMIT Date 2014 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced 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 building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire 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 in the interim,the Building Inspector may authorize,in writing,the extension of the permit 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 Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) �,�% z� ��t , iL A1 e7 (Mailing address of applicant) a&(R State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ® W A.ER, Name of owner of premises olky, �4j o�,-Q f-q, (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whi h r p ed r will be done A MLA House Number Street Hamlet County Tax Map No. 1000 Section®®6 Block '-� Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i N l9�yrn�i 1 /�cJir? b. Intended use and occupancy r-,1 om T 3. Nature of work(check which applicable):New Building J^ Addition Alteration Repair Removal Demolition Other Work e (Description) 4. Estimated Cost 5 ,00c)' Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 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 44 -Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear �3 Depth �` °yl«°' Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories `2:L 9. Size of lot:Front 7` e Rear a ele Depth ° 10.Date of Purchase �� Name of Former Owner L f t dt! (-�, V y b E 9j,3\A) 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises �1=E �`!C M ess Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 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. s� 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. CT STATE OF NEW YORK) S: _ COUNTY OF-F—..,°�X N?N k4l 1q �O LIA ® being duly swom,deposes and says that(s)he is the applicant (Name of individual signiqg contract)above named, (S)He is the LA:-','�l (Contractor,Agent,Corporate Officer,etc.) ttttttuumnurrr,� Ott ENS �' er or owners,and is duly authorized to perform or have performed the said work and to make and file this application; yiments contained in this application are true to the best of his knowledge and belief;and that the work will be Q :"�P pad i' the manner set forth in the application filed therewith. g:o13 i� MYg n: COMMIS5�8 tabeffire me this N '•, EXPI om =day of -C', � 20� '.,�Pj •. 5/31/2014 .N /!G� U b '//�� OF CONN� Notary Publ� \"SigAatuke of Applicant ��rrrnn n nntttttt � 8��s GARY RUBERTONE ELECTRIC INC. ,-» 3 318 8 NOTRE DAME ROAD P.O.BOX 885 'DATE U ; SAG ZRR,N 963 a l (� PAY TO TH .� _ i e_ J / - f D ORDER OF -r' - -w- -;rphone(631)t 765-1802 Apple Bank for Savings (WrnSOu y1S 138MOnStrict BApple ' Sag Harbor,NY 11963 ; MEM 4 2 26070.5841: 741 000.23-9311° VuVM APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- P4_%4P Date: le7hll6 Company Name: ZIL,0�,_,- INa.me: ;.: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 2 AICA }Address: N ,� *Cross Street: *Phone No.: Permit No.: Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In Final *Do-you need a Temp Certificate: YES/ NO ` Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form f ,t h l LIBERTY PROPERTY SERVICES, INC. 28 LIBERTY STREET,WESTHAMPTON BEACH, NY 11978 (631) 288-4359 FAX (631) 288-4296 March 5, 2014 Search Number: LPS-C-0299 County of Suffolk) State of New York) This is to certify that Mark W. Holzner and Leslie J. Marshall are the owners of record of the following premises: District 1000, Section 006.00, Block 03.00, Lot 003.000, also known as 827 Munnatawket Avenue, Fishers Island,Town of Southold, County of Suffolk, State of New York. That Mark W. Holzner and Leslie J. Marshall acquired title thereto by deed dated July 30, 2013 and recorded in Liber 12739 Cp 532 on August 8, 2013. That I have made a search of the records of the Suffolk County Clerk and/or Registrar's Office, and that said search shows that neither the said owner nor any predecessor in title of the said premises owned contiguous property at any time since January 1, 1983, except as follows: None That the applicant herein does not own any contiguous property except as follows: None This certification is made with the intention of the reliance thereon by the Board of Appeals and/or Building Department of the Town of Southampton and the Suffolk County Health Department. Cornelius Kelly, President Liberty Property Services,Inc. ISSUING AGENT OF 1 FIRST AMERICAN TITLE INSURANCE COMPANY Search Number: LPS-C-0299 Subject Premises: 1000 -006.00-03.00-003.000 Fishers Island Farms, Inc. Deed To Dated: 11-30-49 Elmore V. Kee and Ruby M.Kee,his wife Rec'd: 12-6-49 Liber 3024 Cp 138 Norma Larkin,Naida Dozier, Douglas Kee, Deed as devisees under the Last Will and Dated: 6-27-69 Testament of Elmore V. Kee Rec'd: 7-24-69 To Liber 6591 Cp 143 Walter A. Thuer John B. Pearson, as Administrator of the Deed Estate of Walter A. Thuer Dated: 12-6-85 To Rec'd: 1-16-86 John C. Clavin and Susan E. Clavin Liber 9957 Cp 260 John C. Clavin and Susan E. Clavin Dated: 9-11-00 To Rec'd: 9-20-00 Lawrence P. Rubinow and Liber 12072 Cp 97 Betty Ann Rubinow Lawrence P. Rubinow and Deed Betty Ann Rubinow Dated: 7-30-13 To Rec'd: 8-8-13 Mark W. Holzner and Leslie J. Marshall Liber 12739 Cp 532 Last Owner of Record 2 in ,� v o 11 Ito ry 1 Southold Town Building Department gUFFOL q��oGy P.O.Box 1179 Permit#: 38905 53095 Main Rd Southold New York 11971 Permit Date: 5/27/2014 (631)765-1802 Expiration Date: 11/26/2015 Parcel ID: 6.-3-3 BUILDING PERMIT RENEWAL LETTER Dated: 5/19/2017 Applicant: Holmer,Mark&Marshall, Leslie Location: Munnatawket Ave,Fishers Island Work Description: SINGLE FAMILY DWELLING Construction of a single family dwelling as applied for per SCHD approval. A FEE OF $700.60 IS REQUIRED TO'RENEW THIS BUILDING PERMIT. Owner: Holmer, Mark&Marshall, Leslie Address: 164 Farist Rd Fairfield, CT 06825 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 14I-]Z)y P A T R I Q U I N A R C H I T E C T S September 26,2017 Michael Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Holzner/Marshall Residence, Munnatawket Avenue Fishers Island,NY Hello Mr.Verity, I am writing to you in regards to a pending Certificate of Occupancy application for the above mentioned property on Fishers Island, New York. We were hired as architects, licensed in New York State,to design and provide construction documents for this property. I am certifiying that to the best of my professional knowledge,the items belo'm comply with the New York building codes applicable at the time of permitting. ■ Footings ■ Foundation ■ Damp-proofing ■ Strapping ■ Insulation • Framing ■ Fire-caulking/stopping Respe tfully submitt CC `\W r D Karin Patriquin,AIA, LEED Principal ,,.�t PATRIQUIN ARCHITECTS OCT - 3 2017t,;;;�-r. 20 Grand Avenue New Haven, CT 06513 BUMD1NG DEPT, TOWN OF SOUTHOLD 20 GRAND AVENUE,NEW HAVEN,CT 06513 (203)535-1688 PATRIQUINARCHITECTS.COM ��� Superiovr SupenorWalls ofAmenca,Ltd. December 12, 2017 Walls Corporate Headquarters 937 East Earl Rd Mr. Michael J. Verity New Holland,PA 17557 Chief Building Inspector Phone:800.452-9255 Town of Southold Fax: 717-351-9262 54375 Route 25 www.supedorwalls.com Southold, NY 11971 RE: Approval of Superior Walls without a thermal barrier. Dear Mr. Verity: I am writing this letter to ask that you approve the use of the Superior Walls precast foundation system in your jurisdiction without a thermal barrier. Here are some facts to help you. 1.) The 2015 International Residential Code allows for properly tested assemblies to be approved without a thermal barrier according to section R316.6 titled "Specific Approval". The Superior Walls Xi product was tested in accordance with the UL-1715, which is one of the approved fire tests listed in Section R316.6. The wall did'not flame or smoke during the test. See page TDFG:34 from the Superior Walls Technical Guide. This page summarizes the UL1715 fire test results for the Xi wall system. Also attached is a code commentary logic diagram. It highlights the IRC use and installation requirements of foam plastic in building construction, which includes the pathway to compliance of an assembly meeting the requirements of section R316.6. 2.) ESR-1662 Section 4.4 titled "Thermal Barrier" says that"An independent thermal barrier, separation the foam plastic is not required based on testing conducted in accordance with Section 2603.9 of the applicable code." Section 2603.9 includes the UL-1715 fire test. This statement encompasses both commercial and residential projects, because ESR- 1662 Evaluates the Superior Walls Xi precast concrete foundation wall to both the 2006, 2009, 2012 and 2015 IRC and IBC. If the product meets the requirements for section 2603.9 then it also meets the requirements of section R314.6. I invite you to call me if you have any further questions. My direct number is (717)208-2417, or my cell (717)490-5894. Please see our web site for more details about the product—www.superiorwalls.com Respectfully, SUPERIOR WALLS OFA ERICA, LTD. Ed Helderman Codes and Standards Manager Enclosure: ESR-1662, p3-79 and p3-85 of 2006 Code Commentary, Page FT3 from the Superior Walls Technical Guide. Cc. Mike Patterson 1 IN, Docs 'he applicado'll Inee, Spliction R316, thick max, or is it covered by th,,L No Drj,-,s the application No r n-aE t any of 1ha, Fpc NoL c,-dc- Does,the plical,on plinni meet Section R:316.6? raqwremeniz in Serunr. 38;16.5 Is vi-,,eo a thexlnd nrio, NO Irl plau., p..rj,,Section 316.,47 Yes Yes as the A- applic,5ttan irf No very heavy"' ,ormite,- Wr's-i.aCon area MEETSC Yes Is thu, u8c Of foarn pla,I ic,in N101 r�or%, Hprf-,al�rn in compliant 5fr-,?on R,; 8.3? yes 1 MEETS COD7E Jarski, John From: Mark Holzner <mholzner@me.com> Sent: Thursday, December 28, 2017 3:07 PM To: Jarski,John Subject: Re: Fi island Please cal thanks Mark H. 2034108311 Sent from my iPhone >On Dec 20,2017, at 5:54 PM, Mark Holzner<mholzner@me.com>wrote: > Hi John I didn't hear back dose that mean last idem are walls please advise Mark H >Sent from my iPhone >>On Nov 29,2017, at 1:34 PM,Jarski,John<iohni@southoldtownny.gov>wrote: >> Paperwork was received. I need to review. >>-----Original Message----- » From: Mark Holzner[mailto:mholzner@me.com] >>Sent:Wednesday, November 29,2017 10:39 AM >>To:Jarski,John >>Subject: Fi island >> Hi John did you get the paper work on the wall system in basement from Roy?Thanks Mark Holzner >>Sent from my iPhone 5 i Jarski, John From: Ed Helderman <ehelderman@superiorwalls.com> Sent: Friday,January 19, 2018 10:41 AM To: Jarski,John Cc: Roy Schweitzer; mholzner@northeastgenerator.com Subject: Approval of Superior Walls without a thermal barrier - Southold NY Attachments: Lt to John Jarski-1-19-18 Superior Walls Thermal Barrier.doc;IRC Figure R316.1 jpg Mr.Jarski, I tried to reach you on the phone yesterday,since I could not, I left you a voice mail asking you to call me back. This email is a follow-up to that voice mail. On December 201h of 2017, it looks like I emailed you two documents—1)ESR-1662 and 2)a copy of the Superior Walls UL-1715 fire test summary, but it did not include any further explaination. My records also show that Roy Schweitzer, our regional sales representative,also emailed 3 documents to Mike Zerity on 11/15/2017 concerning the same topic. That email included a letter from me to Mike Zerity and a copy of the Flow Chart R316.1 from the code, both of which provided more details than I emailed you on Dec 20th 2017. You may not have seen those additional details on how the code allows the wall system to remain uncovered in accordance with section R316.6. Please see my attached letter explaining why the Superior Walls panels meet and even exceed the requirements of the 2015 Residential Building Code of NY without being covered with a thermal barrier such as%"drywall because the wall itself qualifies as equivalent to an interior finishing material based on the Fire Test UL-1715. I believe you may be reading IRC section R316.4 and R316.5 and stopping, but if you read section R316.6 carefully it allows the possibility of a product or configuration with exposed foam plastic that is not listed in R316.5. My letter, attached to this email,explains this topic in detail. Unfortunately,you have to read through all three sections of the code before you get to the answer in R316.5. I think the code is clear on this topic. Please feel free to contact me directly if you want to discuss it any further or if you have questions. Sincerely, 46 Ed (Paul E.) Helderman Codes and Standards Manager Superior Walls of America ehelderman@superiorwalls.com 1-800-453-9255 Direct 717-208-2417 Cell 717-490-5894 Fax 717-351-9281 i ®��OF SO(/r�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 8, 2018 Mark Holzner 164 Farist Road Fairfield, CT 06825 RE: New Dwelling on Munnatawket Avenue, Fishers Island TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. CFinal Survey with Health Department Approval. l� Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41724-Z IMPM IL- R MOW 1p rr.r ■r r a#� 'F i 0 E iG a .Wb T ti .f r `` � . 1 -w i mi _ ■t t. ra � T An i Y i °' AV .:. . r t=om ' ,�•�, !` rr Z n , �.. MLrr �" r EVALUATION Most Widely Accepted and Trusted SERVICE I.C4qPWVt;W 1"th Innovation RESEARCH LAM ICC-ES Evaluation Report ESR-2142 6'99-0543 1 www.icc-es.org Reissued 10/2017 This report is subject to renewal 10/2019. DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION:07 2100—THERMAL INSULATION SECTION:07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS SECTION:07 27 00—AIR BARRIERS REPORT HOLDER: THE DOW CHEMICAL COMPANY 1501 LARKIN CENTER DRIVE MIDLAND, MICHIGAN 48674 EVALUATION SUBJECT: STYROFOAMTm BRAND INSULATION BOARDS AND DOW FAN-FOLD PRODUCTS ICC �. EVALUATION 1 1CC ICC ICC Y SERVICE Innwation CJ C PMG LISTED Look for the trusted marks of Conformity! M-011,111, R1\ "2014 Recipient of Prestigious Western States Seismic Policy Council ■au AL (WSSPC)Award in Excellence" A Subsidiary of INIMco Nc ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not4S0�"`,mss t0 specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a l recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as `O I'OnEC 17065 p�py to arty f ndmg or other matter in this report, or as to any product covered by the report. P�^^�p;ffl MW B^"� � N Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. ESiccEVALUATION Widely—SERVICE - Most . . . . Trusted ICC-ES Evaluation Report ESR-2142 Reissued October 2017 This report is subject to renewal October 2019. wwwAcc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 2.0 USES PROTECTION STYROFOAM brand insulation boards are extruded Section:07 21 00—Thermal Insulation polystyrene foam plastic boards used as nonstructural Section:07 25 00—Water-Resistive Barriers/Weather thermal insulating material in buildings of Type I, II, III, IV Barriers and V construction under the IBC and dwellings under the Section:07 27 00—Air Barriers IRC. The insulation is for use in wall assemblies, REPORT HOLDER: ceiling/floor assemblies, door cavities, roofs, foundations, attic and crawlspaces. THE DOW CHEMICAL COMPANY Dow fan-fold products are extruded polystyrene foam 1501 LARKIN CENTER DRIVE plastic boards used as nonstructural thermal insulation MIDLAND, MICHIGAN 48674 in roofs, on foundations or on walls constructed in (866)583-2583 accordance with the IBC or IRC. www.dowbuildingmaterials.com STYROFOAM DURAMATETm Plus, STYROFOAM Residential Sheathing, STYROFOAM Residing Board, EVALUATION SUBJECT: STYROFOAM Utilityfit, STYROFOAM SCOREBOARD, STYROFOAM Sheathing Material, STYROFOAM Ship STYROFOAMTm BRAND INSULATION BOARDS AND Lap, STYROFOAM Square Edge, STYROFOAM Tongue DOW FAN-FOLD PRODUCTS and Groove, STYROFOAM CAVITYMATETM Ultra, STYROFOAM Ultra SL, STYROFOAM XPS Insulation, 1.0 EVALUATION SCOPE Dow High Performance Underlayment, BLUECORTm, and 1.1 Compliance with the following codes: Dow Protection Board III brand insulation boards may be used as alternatives to the water-resistive barriers ■ 2015,2012 and 2009 Intemational Building Code®(IBC) specified in the IBC and IRC when installed in accordance ■ 2015, 2012 and 2009 Intemational Residential Code with Section 4.3 and have been verified as conforming to (IRC) the provisions of(i)CALGreen Section 5.407.1 and(ii)ICC ■ 2015 2012 and 2009 Intemational Ener Conservation 700-2015 and 700-2012 Section 602.1.8, 11.602.1.8 and Energy 12.5.602.1.8, and (iii) ICC 700-2008 Section 602.9 for Code®(I ECC) water-resistive barriers. ■ Other Codes(see Section 8.0) The attributes of the insulation have also been verified as Properties evaluated: conforming to the provisions of ICC 700-2008 Section 703.2.1.1 1(c) as an air impermeable insulation. Note that _ ■ Surface burning characteristics decisions on compliance for those areas rest with the user ■ Attic installations of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific ■ Crawl space installations conditions, and the verification of those conditions is ■ Air barrier outside the scope of this report.These codes or standards often provide supplemental information as guidance. ■ Water-resistive barrier 3.0 DESCRIPTION ■ Thermal resistance 3.1 STYROFOAM Brand Insulation Boards: ■ Exterior walls in Types I-IV Construction STYROFOAM brand insulation boards are extruded 1.2 Evaluation to the following green code(s) and/or polystyrene foam plastic complying with ASTM C578. The standards: boards are available as various products having the ■ 2016 California Green Building Standards Code product names and properties detailed in Table 1. The (CALGreen),Title 24, Part 11 boards are available in various lengths and widths and in thicknesses up to 4 inches. The actual board thickness ■ 2015, 2012 and 2008 ICC 700 National Green Building provided is determined based on the R-value stated for the StandardTm (ICC 700-2015, ICC 700-2012 and ICC product. 700-2008) 3.2 Dow Fan-fold Products: Attributes verified: Dow fan-fold products are extruded polystyrene foam See Section 2.0. plastic insulation provided in 'fan-folded" bundles. The ICC ES Evaluabon Reports are not to be construed as representing aesthetics or any other attributes not specifically addressers nor are they to be construed as an endorsement of tie subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as affil to any findng or other matter in this report or as to any product covered by the report Copynght 0 2017 ICC Evaluation Service,LLC All rights reserved Pagel of 9 ESR-2142 I Most Widely Accepted and Trusted Page 2 of 9 boards are available in various lengths and widths and in board thicker than 11/2 inches(38 mm)must be considered thicknesses up to 1/2 inch (12.7 mm). Table 2 details the for lateral resistance to ensure support for the exterior wall physical properties of the fan-fold products. The actual coatings. board thickness provided is determined based on the Exterior wall assembly, exterior finish or a wall covering R-value stated for the product. in conjunction with insulation boards must be structurally 3.3 Joint-sealing: adequate to resist horizontal forces perpendicular to the WEATHERMATETm Construction Tape is nominally wall.All walls must be braced in accordance with 2015 IBC 27/8 inches wide and is used in conjunction with Section 2308.6(2012 and 2009 IBC Sections 2308.9.3 and STYROFOAM brand insulation boards and Dow fan-fold 2308.12.4), or IRC Section R602.10,as applicable. products to seal joints between two or more edges of the When the insulation boards are applied over open boards, when the insulation boards are installed as a framing,vertical butt joints must be over framing members. water-resistive barrier. The installation must be as Vertical tongue-and-groove or shiplap joints need not be described in Section 4.3 of this report. over framing members, provided joints are staggered a minimum of one stud space from adjacent courses. For WEATHERMATETm Flashing Tape with a minimum cementitious exterior wall coating systems, unbacked joints 4-inch (102 mm)width, and GREAT STUFFTm Pro Gaps& are permitted only when specified in the ICC-ES evaluation Cracks sealant (ESR-1961 , are used in conjunction with report on the cementitious exterior wall coating system. STYROFOAM brand insulation, boards to seal joints between two or more edges of boards, when insulation When installation is in an attic or crawl space, that attic boards are installed as an air barrier assembly. The or crawl space area must be separated from the interior of installation must be as described in Section 4.5.2 of this the building by an approved 15-minute thermal barrier. report. The foam must be installed as described in Section 4.3, 3.4 Surface Burning Characteristics: STYROFOAM brand insulation boards may be installed in unvented attics when the maximum thickness of the STYROFOAM brand insulation boards, insulation boards insulation boards does not exceed 1/4 inch (6.35 mm) and Dow fan-fold products have a flame-spread index in accordance with 2015 and 2012 IRC Section R806.5 (FSI) of 25 or less and a smoke-developed index(SDI)of (2009 IRC Section R806 4)or 2015 IBC Section 1203 3,as 450 or less when tested in accordance with ASTM E84(UL applicable. 723) at a maximum thickness of 4 inches (102 mm)and a 4.2 Thermal Barrier Requirements: maximum density of 4.0 pcf(64 kg/m3). 3.5 Thermal Resistance: 4.2.1 Application with a Prescriptive Thermal Barrier: Except as described in Section 4.2.2, STYROFOAM brand STYROFOAM brand insulation boards and have a thermal insulation boards and Dow fan-fold products must be resistance (R-value) as noted in Table 1. Dow fan-fold separated from the interior of the.budding_by an approved products have a thermal resistance (R-value) as noted in 15-minute thermal barrier as required in IBC Section Table 2. 2603.4, or IRC Section R316.4. 3.6 Air Permeability 4.2.2 Application without a Prescriptive Thermal, Barrier: ASTM C578 Type X and Type IV STYROFOAM At a minimum thickness of /4 inch (6.4 mm), the Brand insulation boards may be installed without a STYROFOAM brand insulation boards are considered air- prescriptive 15-minute thermal barrier required by the impermeable in accordance with 2015 IBC Section 1203.3 applicable code when the maximum thickness does not and 2015 and 2012 IRC Section R806.5(2009 IRC Section exceed 2 inches (51 mm). ASTM C578 Type VI and VII R806.4),based on testing in accordance with ASTM E283. STYROFOAM brand insulation boards must be installed 4.0 INSTALLATION with code-prescribed thermal barrier. See Section 4.3 for conditions related to the use of insulation in attics and 4.1 General crawl spaces. STYROFOAM brand insulation boards and Dow fan-fold 4.3 Attics and Crawl Spaces — Ignition Barrier products must be installed in accordance with the Requirements: manufacturer's published installation instructions and this report For the purposes of this report,the term "insulation 4.3.1 Application with a Prescriptive Ignition Barrier: board" is intended to refer to both STYROFOAM brand Except as described in Section 4 3.2, when STYROFOAM insulation boards and Dow fan-fold products. brand insulation boards are installed within attics or crawl spaces, where entry is made only for service of utilities, an The installation of the insulation boards in areas of"very ignition barrier must be installed in accordance with IBC heavy" termite infestation probability must comply with Section 2603.4.1.6 or IRC Section R316.5 3 or R316.5.4, 2015 IBC Section 2603.8 [2012 IBC Section 2603.9 (2009 as applicable. The ignition barrier must be consistent with IBC Section 2603.8)] or 2015, 2012 and 2009 IRC Section the requirements for the type of construction required by R318.4. Under the IBC, protection against condensation the applicable code and must be installed in a manner so must be provided in accordance with IBC Section 1403 2; that the foam plastic insulation is not exposed. under the IRC, a vapor retarder must be provided in 4.3.2 Installation without a Prescriptive Ignition accordance with 2015 and 2012 IRC Section R702.7(2009 Barrier: Where ASTM C578 Type X and ASTM C578 IRC Section R601.3). Insulation boards must not be used Type IV STYROFOAM brand insulation boards, with a nailing base for finish materials or wall covering the maximum nominal thickness of 2 inches (51 mm), materials. Fasteners used to attach exterior finish material over insulation boards must comply with a current ICC-ES are installed in an attic or crawl space the prescriptive evaluation report for proprietary wall covering materials, ignition barrier required by IBC Section 2603.4.1 6 and IRC IBC Section 1404 or 1405, 2015 IRC Table R703.3(1) Sections R316.5.3 and R316.5 4 may be omitted where (2012 and 2009 IRC Table R703.4), and the installation the following conditions apply. instructions from the finish manufacturer. For cementitious 1. Attic ventilation is provided when required by IBC exterior wall coating applications, fasteners for insulation Section 1203.2 or IRC Section R806, as applicable, ESR-2142 I Most Widely Accepted and Trusted Page 3 of 9 except unvented attic assemblies are permitted under (25.4 mm) plastic cap nails or equivalent fasteners long the conditions prescribed in 2015 and 2012 IRC enough to penetrate framing a minimum of 3/4 inch Nails or Section R806.5(2009 IRC Section R806.4). staples must not be over-driven. Fastener spacing for 2. Under-floor(crawl space)ventilation is provided when boards measuring 4 feet by 8 to 10 feet is a minimum of required by 2015 IBC Section 1203.4(2012 and 2009 12 inches on center around the perimeter and 16 inches on IBC Section 1203.3) or IRC Section R408.1, as center in the field; for 2-foot-by-8-foot boards, fastener applicable, except unvented crawl spaces are spacing is a minimum of 12 inches on center on each stud permitted under the conditions prescribed in IRC (three fasteners per stud) For window installation, the Section R408.3. nailing flange is set against sealant bedding and fastened to the framing with galvanized roofing nails 3 inches from 3. Combustion air is provided in accordance with IMC each corner and 8 inches on center. Minimum 3-inch-wide (International Mechanical Code Section 701 flashing is used to seal the sill of windows, and minimum ASTM C578 Type VI and VII STYROFOAM Brand 2-inch-wide flashing is used to seal jambs and heads. insulation boards must be installed with code-prescribed Window installation must be in accordance with the ignition barrier. window manufacturer's instructions.See also Figure 1. 4.3.3 Attics Only— Installation without a Prescriptive Dow fan-fold products must be installed over wood Ignition Barrier: ASTM C578 Type X and ASTM C578 structural sheathing with long points butted tightly together. Type IV STYROFOAM brand insulation boards, with a The insulation foam board joints must be staggered maximum nominal thickness of 1 inch (25 4 mm), covered relative to joints in the structural sheathing. The remainder with a water-resistive barrier (Weathermate (ESR-2862), of the installation is as described above for rigid boards. Weathermate Plus (ESR-3401) or DuPont Tyvek For the STYROFOAM brand insulation boards and Dow (ESR-2375) exposed to the interior of the attic space, fan-fold products mentioned in this section, seams and may be installed on the walls of an attic (including gable joints between boards must be covered by minimum ends and knee walls) (the attic may contain utilities, 2'/8-inch-wide (73 mm) WEATHERMATETm Construction including but not limited to, mechanical equipment, Tape or equivalent. Penetrations in exterior walls must be electrical wiring, fans; plumbing; gas or electric hot water sealed with Dow GREAT STUFFTm Gaps & Cracks heaters; gas or electric furnaces; etc.)with no coverings sealant, or an equivalent expanding spray foam sealant, or (no thermal or ignition barrier) applied, when all of the an elastomenc sealant See Figures 2 and 3. following conditions are met: 4.5 Use on Exterior Walls in Types I, II, III and IV 1 Entry to the attic is only to service utilities and no Construction: storage is permitted. When used on exterior walls of Types I, II, III and IV 2. There are no interconnected attic areas. construction, and when installed in accordance with this 3. Air in the attic is not circulated to other parts of the report, the assembly must comply with Section 2603.5 of building. the IBC and must be as described in Table 3;the insulation boards must be installed at a maximum thickness of 4 Attic ventilation is provided when required by IBC 3 inches. Alternatively, the insulation boards may be used Section 1203 2 or IRC Section R806, as applicable, in Types I, II, III and IV construction when specifically except unvented attic assemblies are permitted under named in another ICC-ES evaluation report, in which case the conditions prescribed 2015 and 2012 IRC Section the insulation boards must be installed as described in that R806.5(2009 IRC Section R806 4) report. The potential heat of the ASTM C578 Type X and 5. Combustion air is provided in accordance with IMC ASTM C578 Type IV STYROFOAM foam plastic Section 701. insulation boards and is 2802 Btu/ft2 per inch of thickness 4.4 Water-resistive Barrier: (31.9 MJ/m2). 4.6 Air Barrier: The noted STYROFOAM brand insulation boards (STYROFOAM CAVITYMATE-, STYROFOAM 4.6.1 Air Barrier Material: When used as an air CAVITYMATETM' Plus, STYFOFOAM CAVITYMATETA9 SC, barrier material, the insulation boards must be installed STYROFOAM CAVITYMATETA° Ultra, STYROFOAM Ultra in accordance with The Dow Chemical Company's SL, STYROFOAM DURAMATETm Plus, STYROFOAM installation instructions and this report Residential Sheathing, STYROFOAM Residing Board, 4.6.2 Air Barrier Assembly: When installed on exterior STYROFOAM Utilityfit, STYROFOAM SCOREBOARD, walls as described in this section, the ASTM C578 Type X STYROFOAM Sheathing Material, STYROFOAM Ship and ASTM C578 Type IV STYROFOAM foam plastic Lap, STYROFOAM Square Edge, STYROFOAM Tongue insulation is part of an air barrier assembly in accordance and Groove and STYROFOAM XPS Insulation) and Dow with 2015 IECC Section C402.5.1 2 2 (2012 IECC Section fan-fold products (Dow High Performance Underlayment, C402 41.2.2), based on testing in accordance with ASTM BLUECORTm, and Dow Protection Board III) may be used E2357. The assembly qualifies as a continuous air barrier as alternate water-resistive barriers as prescribed in as prescribed in 2015 IECC Section C402.5.1 (2012 IECC Section 1404.2 of the IBC or Section R703.2 of the IRC, Section C402.4.1). when installed on exterior walls as described in this section The STYROFOAM brand insulation boards, in widths of STYROFOAM brand insulation boards measuring 4 feet 1.5 to 4 feet(457 t0 1219 mm) and lengths of 8 to 10 feet by 8 to 10 feet are installed horizontally or vertically with (2438 to 3048 mm), are installed horizontally over gypsum long joints in contact with one another. Boards measuring sheathing or concrete block wall. 2 feet by 8 feet are installed horizontally. When installed When the insulation boards are installed over gypsum directly on framing members,framing members are spaced sheathing, the boards must be mechanically attached to a maximum of 24 inches on center. The insulation boards the wood or steel framing using nails, staples, plastic cap are attached using 3/8-inch-head(9.5 mm)galvanized nails, nails or screws. The fasteners must be long enough to 1-inch-crown (25.4 mm) galvanized staples or 1-inch-head penetrate wood framing members a minimum of 0.45 inch ESR-2142 I Most Widely Accepted and Trusted Page 4 of 9 011.4 mm) and steel framing members a minimum of buildings of Type I, II, III, or IV, construction must be 4 inch(19 mm). as described in Section 4.4 and Table 3. When installed directly over concrete block walls, the 5.10 STYROFOAM brand insulation boards and Dow insulation boards are attached to the block wall with fan-fold products are manufactured in Dalton, mechanical fasteners or Dow GREAT STUFFTM Pro Gaps Georgia; Channahan, Illinois; Pevely, Missouri; & Cracks sealant (ESR-1961) The boards are installed Varennes, Quebec; and Wyoming, Michigan, under,a between the rows of brick ties. quality-control program with inspections by ICC-ES. Seams and joints between the boards must either be 5.11 WEATHERMATEW Flashing Tape has not been sealed with Dow GREAT STUFFTM Pro Gaps & Cracks evaluated by ICC-ES for use as flashing under IBC sealant (ESR-1961) or covered by minimum 4-inch-wide Section 1405.4. (102 mm)WEATHERMATETP9 Flashing Tape. 6.0 EVIDENCE SUBMITTED Penetrations in the air barrier assembly must be sealed 6.1 Data in accordance with the ICC-ES Acceptance in accordance with Item 3 of 2015 IECC Section Criteria for Foam Plastic Insulation (AC12), dated C402.5.1.1 (2012 IECC Section C402.4.2). June 2012. Wall coverings must be mechanically attached through 6.2 Data in accordance with the ICC-ES Acceptance the insulation to wall framing or sheathing. Criteria for Foam Plastic Sheathing Panels Used as 5.0 CONDITIONS OF USE Water-resistive Barriers (AC71), dated February, The STYROFOAM brand insulation boards and Dow fan- 2003(editorially revised September 2012). fold products described in this report comply with, or are 6.3 Report of room corner fire tests in accordance with suitable alternatives to what is specified in, those codes NFPA 286. listed in Section 10 of this report, subject to the following 6.4 Reports of room comer fire tests in accordance with conditions: NFPA 286, AC12 Appendix B, for attics and 5.1 STYROFOAM brand insulation boards and Dow fan- crawlspace in Section 4.2. fold products must be installed in accordance with 6.5 Reports of air leakage tests in accordance with ASTM the manufacturer's published installation instructions, E283 and ASTM E2357. this evaluation report and the applicable code. In the 6.6 Reports of potential heat tests in accordance with event of a conflict between the installation instructions NFPA 259. and this report,this report governs. 5.2 This evaluation report and the manufacturer's 6.7 Report of fire propagation tests in accordance with published installation instructions, when required by NFPA 285. the code official, must be submitted at the time of 7.0 IDENTIFICATION permit application. The STYROFOAM brand insulation boards, and Dow fan- 5.3 A water-resistive barrier complying with the fold products described in this report are identified by a requirements of the applicable code must be label on the board or packaging material bearing the Dow provided except when installation is as described in Chemical Company name, product name, plant code or Section 4.3 of this report. manufacturing address, other information to confirm code 5.4 Use of the insulation boards to structurally resist compliance, and the ICC-ES evaluation report number transverse, racking-shear or vertical loading is outside (ESR-2142), except for those products that are used in the scope of this report. The walls must be braced in Types I, II, III, and IV construction, which must have the accordance with the requirements of the applicable above-noted labeling printed on the board. code 8.0 OTHER CODES 5.5 The insulation boards must not be used as a nailing In addition to the codes referenced in Section 1'.0, the base for exterior siding materials. All nailing must be products described in this report were evaluated for into the wall framing as required by the siding compliance with the requirements of the following codes. manufacturer's instructions or the applicable code. ■ 2006 International Building Code®(2006 IBC) 5.6 The insulation boards must be separated from the ■ 2006 International Residential Code®(2006 IRC) interior of the building by an approved 15-minute 2006 International Ener Conservation Code® 2006 thermal barrier,except as described in Section 4.2. Energy 5.7 Where required by the applicable code, a vapor IECC) retarder system, which may include the foam plastic The products comply with the above-mentioned codes as insulation, must be installed in the exterior wall, floor, described in Sections 2.0 through 7.0 of this report, with and/or roof ceiling assembly. the revisions noted below- 5.8 Jobsite certification and labeling of the insulation must 0 General: See Section 4.1, except the approved thermal comply with 2015 IRC Section N1101.10.1, 2012 IRC barrier must be installed in accordance with Section Section N1101.12, 2009 IRC Section N1101.4 and R314.4 or R314.5 of the 2006 IRC. 2015 and 2012 IECC Sections C303.1.1, R303.1.1 ■ Protection against Termites: See Sections 4.1 and 5. and R401.3(2009 IECC Section 303.1 and 401.3), as 9, except use of the insulation in areas where the applicable. probability of termite infestation is"very heavy" must be 5.9 Use of insulation in areas where the probability of in accordance with Section 2603 8 of the 2006 IBC and termite infestation is "very heavy" must be in Section R320 5 of the 2006 IRC. accordance with 2015 IBC Section 2604.8 [2012 IBC ■ Protection against Condensation: See Section 4.1, Section 2603.9 (2009 IBC Section 2603.8)] or IRC except a vapor barrier must be provided in accordance Section R318.4. When use is on exterior walls of with Sections R318 and N1102.5 of the 2006 IRC. ESR-2142 I Most Widely Accepted and Trusted Page 5 of 9 ■ Application without a Prescriptive Ignition Barrier. ■ Application without a Prescriptive Thermal Barrier: See Sections 4.2 2, except attics must be vented in See Section 4.2. The prescriptive thermal barrier may accordance with 2006 IRC Section R806.4 and be omitted based on testing in accordance with 2006 combustion air must be provided in accordance with IBC Section 2603.9 and 2006 IRC Section R314 6. 2006 IMC Sections 701 and 703. Additionally, the ■ Jobsite Certification and Labeling: See Section 5 8, prescriptive ignition barrier required by Sections except jobsite certification and labeling must comply R314.5.3 and R314.5.4 of the 2006 IRC may be with Section 102.1.2 of the 2006 IECC,when applicable. omitted. TABLE 1—STYROFOAM BRAND INSULATION BOARDS PRODUCT NAME ASTM C578 R-VALUE,R/INCH TYPE' (unless otherwise noted) at 75"F(ft2-hr-°F/Btu) STYROFOAM Ag Board TM IV 5.0 STYROFOAM CAVITYMATETM X 50 STYROFOAM CAVITYMATETM Plus IV 5.0 STYROFOAM CAVITYMATETM SC X 5.0 10.0 at nominal 13/4" 12.0 at nominal 21/8" STYROFOAM CAVITYMATETM Ultra IV 14.0 at nominal 21/2" 16 8 at nominal 3" 19.6 at nominal 31/2" STYROFOAM DECKMATETM Plus IV 50 STYROFOAM DECKMATETM Plus FA IV 5.0 STYROFOAM DURAMATETM Plus R2 X 2.0 at nominal 3/e" STYROFOAM DURAMATETM Plus X 3 0 at nominal 1/2" STYROFOAM DURAMATETM Perforated X 3 0 at nominal'/2' STYROFOAM FREEZERMATETM IV 50 STYROFOAM Highload VI,VII 5.0 STYROFOAM Lightguard Feedstock VI 50 STYROFOAM Panel Core VI,VII 50 IV,X STYROFOAM PANELMATETM Plus IV 50 STYROFOAM PERIMATETM IV 50 STYROFOAM PLAZAMATETM VII 50 STYROFOAM Residential Sheathing R5 X 5.0 at nominal 1" STYROFOAM Residential Sheathing R4 X 4 0 at nominal 3/4' STYROFOAM Residential Sheathing R3 X 3.0 at nominal'/2" STYROFOAM Residing Board X 2 8 at nominal 1/2" STYROFOAM Ribbed ROOFMATETM VI 50 STYROFOAM ROOFMATETM VI 50 STYROFOAM SCOREBOARD IV 50 STYROFOAM Sheathing Material X,IV 50 STYROFOAM Ship Lap X,IV 5.0 STYROFOAM Square Edge IV 50 STYROFOAM Square Edge R3 IV 3 0 at nominal'/2" STYROFOAM Square Edge R4 IV 4 0 at nominal 3/4' STYROFOAM STUCCOMATETM X 5.0 STYROFOAM Tongue and Groove IV 5.0 10 0 at nominal 13/4" 12.0 at nominal 2'/8" STYROFOAM Ultra SL IV 14 0 at nominal 2'/2" 16.8 at nominal 3" 19 6 at nominal 31/2' STYROFOAM UTILITYFITTM X 5.0 STYROFOAM WALLMATETM X 50 STYROFOAM XPS Insulation X,IV 5.0 STYROFOAM VALUEMATETM X 1 5 at nominal 3/8, ' STYROFOAM Z-MATE X 5.0 For SI: 1 inch=25 4 mm,1 pcf=16 02 kg/m3,1°F ft2 hr/ tu=0176 m2 KNV,1 OF=1.8°C+32 'Type IV has a minimum density of 1 45 pcf,Type VI has a minimum density of 180 pcf Type VII has a minimum density of 2 20 pcf,Type X has a minimum density of 130 pcf ESR-2142 I Most Widely Accepted and Trusted Page 6 of 9 TABLE 2—DOW FAN-FOLD PRODUCTS THERMAL RESISTANCE PRODUCT NAME NOMINAL THICKNESS (R-VALUE)at 75°F (inch) (ft-hr-°F/Btu) '/4 1.0 Dow High Performance Underlayment 3/8 1.5 '/2 2.0 BLUECORTM 1/4 1.0 Dow Protection Board III 1/4 1.0 STYROFOAM RECOVERMATETM CR 3/e 1.5 For SI: 1 inch=25 4 mm,1 pcf=16.02 kg/m3,1°F fe hr/Btu=0 176 m2 KNV,1°F=1.80C+32 TABLE 3—NFPA 285 COMPLYING WALL ASSEMBLIES FOR MAXIMUM 3-INCH-THICK ASTM C578 TYPE IV STYROFOAMTM INSULATION BOARD Base Wall System–Use either 1 –Concrete Wall 1,2,or 3 2–Concrete masonry wall 3–1 layer of/2-inch or 5/8-inch Type X Gypsum Wall Board(on interior),installed over steel studs(minimum 35/8-inch deep,minimum No.20-gage,maximum 16-inch o c.,lateral bracing every 4 ft vertically) Floodine Firestopping 4 pcf mineral wool in each stud cavity and at each floorime Mineral wool to be attached with Z-clips or equivalent(See Figure 4) Cavity Insulation–Use either 1, 1–None 2,or 3 2–Fiberglass batt insulation(faced or unlaced) 3–Any non-combustible material Exterior Sheathing–Use either 1–None 1,2 or 3 2—1/2-inch thick,exterior type gypsum sheathing 3–5/8-inch thick,Type X,exterior-type gypsum sheathing Weather-Resistive Barrier 1–None Applied to Exterior Sheathing– 2–Any of the following' Use 1 or 2 a Air Bloc 31 MR2–Henry Co b. AIR-SHIELDTM LMP2(black only)–W R Meadows c Backstop NT2–Dryvit d. BarntechTM VP2–Carlisle e CCW-705FR with CCW-702WB Primerz–Carlisle f. Fire-Resist BarritechTM NP2–Carlisle g Green Guard®Max Budding Wrap–Pactiv h. Perm-A-Barrier®Aluminum Wall Membrane with WB Primer-2–W.R Grace i. Perm-A-Barrier®VPS2–W.R Grace TyveO Commercia[ Wrapo–DuPont(ESR-2375 k Wall GuardianTM FW1009–STS Inc. I. WEATHERMATETM–Dow Chemical(ESR-2862) m WEATHERMATETM Plus–Dow Chemical(ESR-3401) Note All barriers to be Installed at recommended application rates per manufacturer's Installation instructions. Exterior Insulation ASTM C578 Type IV STYROFOAMTM insulation board:'/2-inch(minimum)to 3-inch (maximum).Insulation board joints may be covered with 4-Inch(maximum)wide asphalt or butyl-based flashing tape Weather-Resistive Bamer' 1 -None Applied to Exterior Insulation– 2–Green Guard®Max Building Wrap–Pactiv Use 1,2,3,4 or 5 3-Tyveko CommercialWrap®-DuPont(ESR-2375) 4-WEATHERMATETM-Dow Chemical(ESR-2862) 5-WEATHERMATET11 Plus–Dow Chemical(ESR-3401) Exterior Veneer–Use 1,2,3,4, 1–Brick Use standard nominal 4-inch thick,clay brick.Use standard brick veneer 5 or 6 anchors installed vertically on each stud at a maximum of 24-Inch o c creating a 2-Inch maximum air gap between the exterior Insulation and brick. 2–Concrete–Minimum 2-inch thick,with a 2-inch maximum air gap between exterior Insulation and concrete 3–Concrete masonry units-minimum 4-inch thick,with a 2-inch maximum air gap between exterior insulation and concrete masonry units 3–Limestone–minimum 2-inch thick installed using any standard non-open point Installation technique such as ship-lap. 4-Natural stone veneer–minimum 2-inch thick installed using any standard non-open- joint Installation technique such as ship-lap. 5–Pre-cast artificial stone complying with ICC-ES AC51–minimum 1'/2-inch thick installed using any standard non-open-joint installation technique such as ship-lap. 6–Terracotta cladding–minimum 04-inch thick installed using any standard non-open- point installation technique such as ship-lap Special Conditions Use header treatment shown in Figures 5,6 and 7 for all window and door openings in wall 'A code-complying water-resistive barrier must be provided,either over the sheathing or over the exterior Insulation. 2This matenal was evaluated by ICC-ES to comply with Section 2603.5 of the IBC,when used as part of the wall assemblies outlined in Table 3,but has not been evaluated for use as a water-resistive barrier under Section 1404 2 of the IBC and Section R703 2 of the IRC ESR-2142 I Most Widely Accepted and Trusted Page 7 of 9 Step 1 Step 2 CONSTRUCTION TAPE CONSTRUCTION TAPE ~{ ALONG TOP _�— BOAROJOINTSA, a; ^ 'I i I , c� i FLASHING ALONG SILL i FLASKING ALONG VLK TOP&SIDES FIGURE 7—TYPICAL WINDOW FLASHING DETAIL Step 1 Step 2 I ' 1 f ' O � I � FLASH THE OPENING Ll 1 I 7' FIGURE 2—TYPICAL PENETRATION FLASHING DETAIL–FLANGED , I - t' I FINAL FLASHING FIGURE 3—TYPICAL FLASHING DETAIL–UNFLANGED ESR-2142 I Most Widely Accepted and Trusted Page 8 of 9 97.11 FRAMING 5H5UL [GY_9UM IOR 5"CA (GYPSUM TYPEI HIND AND/OR TYPO BRAND IhSUL PER A5TMC578 STYROFOAM"BRAND MINERAL WOOL INSUL AITACFIMEHT Z'CUPS Wr.RIOR VENEER- 1 AIR rAVITY A5 OCCURs lAINERAL WOOL IV 5TUD CAVITY AT FLOOR LINE FLOOR C01,15TRUCTION FIGURE 4—FLOORLINE FIRESTOPPING STEEL STUD/BRICK VENEER - WINDOW HEAD DETAIL WATER RESISUVE EIARRER V' (r>E*ml) {IF U58D FACE CAIGK GYPSUM SHEATHING WATER HE515TNE EIAfMUt ( IF USED) (If USED '/ I 5/9-n?E "X' 2"AR SPACE GYPSUN BOARD STEEL STUD. NESTED 2—t/2' ExTRLt ri POLYSIYWENE IN BOTTOM CHANNEL FOAM INSULATION FlRE RErA4DANT TREATED WOOD M1.0ro DUCK (2x4, nnminol) STEEL ANGLE LODSE UtML 1"NIN00L WOOL FlRE SAFING FINNEID TO BOTTOM CIF LINTEL CD>tiF7 M INPAL= PN WITH SPEED WASHER WINDOW FRAMING 9rl INSULATED HANGER AND INPAUN:; PIN AN5 SPEED WASHER, AD" DCL FlRE RET MDANT TREATED 4'(nanlnam) -AOOD NNUNO PUCK FACE OR" (20, no:ri"I) 2'AIR SPACE 5/9-TYPE `X' GYPSUM 60ARD 2-1/2"EKIRLM POLVSr(KNE FOM INSLnATION 1/2'DENSOLSS GOLD SHEATHM FIGURE 5—WINDOW SILL AND JAMB DETAIL-MINERAL WOOL r ESR-2142 I Most Widely Accepted and Trusted Page 9 of 9 W^c-CNRv WALL DOW 9TYROT &M-ISRAWD 9AC76LJP _ GAVmm&Tc"ULTmcw*t%7m* o cc. ./DON CREAT STUPP PWY-BAPS 0 CRAGM WINIGLL OL14/PfCNENT IMLQATIND r0AW,'5rAL?).Vr 0I WARD JOIN'm DUN GF 4T GW1PP IS - GAM 0 GRA 574GLE COMPOAXW INSUATIW v FOAM 5MO ARu 0,49E M RIWNTAL MAOONW VrAm CM KOROFlE ODUME NTYI CCW VEATnERUATRw %,jCwm ArR3zv wIAY6R TAPC LOUNITR r AWt FROOM NO AAYLR 9EA?A W TEP NMPITOON Ial1R,.Lae�ONP3tYr A9EtfT rGRA.DMEMMI TO CNIU -- METAL T111RUVALL L'+LtIBL.00K TIONO @ �hYIIY L7RAIH5S6 IVES" MA OMY ANCKCR 6 is a`.A 4 . wwu gwm"I'i " ' ST=PJRAL MMM UNLEL +N.AW TURMED AN[;l=-'7VM At rAs`}.tW AT r M I W*4,MR ATTACHMNIT OF WOOD BLOCKING OPCN NrAD kA379 T3 GALLIC D.C.O.C. McM.PILT2•EPriE AILUM405UP TRPl PlAu711Nfd Darro I u-6L000NG 515MANT @UM rlA9YdN6 A.i JBRr NE WM'VTEP E•MIN MOM rACE OP CbV DO"ONTO VMCD 13LOCKINO C WAP T kC9P *A9 WPIGATEP-LIVE A C10"NO j PIRA TRl.lVaED ax BGUP AGLNP POR AOt1IT�R7N Ta GMU WOOD 630CIA-0- FriOCfINO To BE comn4UCd15 VOID CT ANY 1'OINT3 IP WE WiNOL'W 6•R4YL 5P:LYION- mKcnl OR wcm-FIRE MhNIirAOP➢LA1R V1J9P,Jf' CAMCOR ccgw%EIE 9E4L 4 M53T NPPAf m pzqnla IN9LLA11NG GLA-S9 FIGURE 6—WINDOW HEAD DETAIL-FRTW WOOD BLOCKING-MASONRY WALL I T r INCH,'S em=-x t�'o1'JJM f'�.L13pA'RT3 reel sr�os IOR OYPOK DR16K CxTMIOR "A 5 A4FIfh a 'r AL-Lp%11=D l+i-rA'f!#ER- { � �15TBY�6ARF�lIER +�,'• r IaOW STYROF-OAH xF5 URET3FA'RU @A'�3GI Roo PUTH 0L0QQN&,MINIMUM 1-1/2 INTUME50ew I64H 1HICK ANO OEP'dR&EN&TH AS RIWRL'P FOR ViALL 51LIGa�NIA - -- THIGKGV1=66M7vrH_ SEALANT OR IN4 AS REF40RED ECUVALENT FIGURE 7-WINDOW HEAD DETAIL-FRTW WOOD BLOCKING-FRAMED WALL /Jarski, John From: Fdowcig@dow.com Sent: Monday,January 22, 2018 9:08 AM To: Jarski,John Subject: Dow Customer Information Group Thank you for contacting the Dow Customer Information Group (CIG). Your request has been received and you will hear from us shortly. Your reference number is 0201480741. For urgent requests or to cancel or change your request, please utilize the appropriate phone number to contact us directly. We look forward to assisting you. Thank you, Dow Customer Information Group 1 Jarski, John From: FDOWCIG@DOW.COM Sent: Monday,January 22, 2018 9:13 AM To: Jarski,John Subject: (ticketno:[201480741]1 -Polystyrene XPS Insulation-TECH Attachments: ICC-ES ESR-2142 STYROFOAMTI pdf Dear John, Thank you for contacting the Dow Customer Information Group. I have attached the ICC Evaluation Code Report for your reference. Beyond that, I will need to know what specific STYROFOAMTM product you are referring to. Is there something specific you need? Please do not hesitate to contact us if you require further assistance. Reference: 201480741 Best regards, Jennifer Ray Customer Information Group(CIG) The Dow Chemical Company For urgent requests, cancellations, or to change your request,please utilize the appropriate phone number to Contact Us directly. OW Trademark of The Dow Chemical Company("Dow")or an affiliated company of Dow This information is considered accurate and reliable as of the date appearing above and is presented in good faith. Because use conditions and applicable laws may differ from one location to another and may change with time, recipient is responsible for determining whether the information in this document is appropriate for recipient's use. Since Dow has no control over how this information may ultimately be used, all liability is expressly disclaimed and Dow assumes no obligation or liability therefor. No warranty, express or implied is given nor is freedom from any patent owned by The Dow Chemical Company or others to be inferred. *******DO NOT DELETE******** f ticketno:[201480741],1 .ti's*****DO NOT DELETE******** 1 Original Text From: JOHNJ@SOUTHOLDTOWNNY.GOV To: Dowcig@dow.com CC: Sent: 01/22/18 09:07:39 Subject: DBS-NA-EN-Polystyrene XPS Insulation-TECH UrlReferrer : https://www.dow.com/en-us/sitecore/content/business-units/building/web-forms/contact-form FormName : Contact Form Language : EN ClientSubject : DBS-NA-EN-Polystyrene XPS Insulation-TECH How can we help you : I'm looking for technical product information. sFName : John sLName : Jarski sEmail : Johnj@southoldtowmy.gov sCountry : United States sOccupation : Building Inspector Job Role : Other/Not Applicable sCompany: Town of Southold CompanyType : Other Application of Interest : FloorlWalllFoundation sProduct : Polystyrene XPS Insulation Comments : I am looking for all product data information available on this product.Thank you Would you like to be added to further Building Solutions communications : Yes, add me 2 i EvaluationEVALUATION Most Widely,Accepted and Trusted SERVICE Innovation - • • • ICC-ES 1 (800) 423-6587 1 (562) 699-0543 1 www.icc-es.org Reissued 01/2017 This report is subject to renewal 01/2019. DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION:07 2100—TERMAL INSULATION SECTION:07 27 00—AIR BARRIERS REPORT HOLDER: THE DOW CHEMICAL COMPANY 200 LARKIN CENTER 1605 JOSEPH DRIVE MIDLAND, MICHIGAN 48674 EVALUATION SUBJECT: FROTH-PAKTM POLYURETHANE FOAM INSULATION _rb ICC EVALUATION 1CCi ICC1CC SERVICE � c( PI V LISTED C Look for the trusted marks of Conformity! lWIN "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of coueCIDUNCT ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not , r S°�eecrs"° specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a i recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as er isonec»ass OCPS to arty findmg or other matter in this report,or as to any product covered by the report. Pmdu rA^i"call^^Body «+ a1aoo Copyright'5 2017 ICC Evaluation Service, LLC. All rights reserved. l ESINGALUATIONSERVICE-E Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3228 Reissued January 2017 Revised October 2017 This report is subject to renewal January 2019. wvlw.icc-es.orc1 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE used in any type of construction as an air barrier matenal PROTECTION when installed as described in Section 4.5. Use in attics Section:07 21 00—Thermal Insulation and crawl spaces is described in Section 4.7 Section:07 27 00—Air Barriers 3.0 DESCRIPTION REPORT HOLDER: 3.1 General: FROTH-PAKTM polyurethane foam insulation is a two- THE DOW CHEMICAL COMPANY component, closed-cell, spray-applied, medium-density, 200 LARKIN CENTER polyurethane foam plastic having a nominal density of 1605 JOSEPH DRIVE 1.75 pcf. The insulation is produced in the field by MIDLAND, MICHIGAN 48674 combining a polymeric isocyanate (component A) with a (866)583-2583 resin base (component B), at a 1:1 ratio by volume. The www.dowbuildingmaterials.com product is available in multiple size packages that include pressurized "A" and "B" cylinders, a dispensing gun/hose EVALUATION SUBJECT: assembly and accessories. The insulation components have a shelf life of fifteen months when stored in unopened FROTH-PAKTN1 POLYURETHANE FOAM INSULATION containers at temperatures between 60"F (15.5°C) and 120°F(49°C). 1.0 EVALUATION SCOPE The attributes of the insulation have been verified as 1.1 Compliance with the following codes: conforming to the provisions of ICC 700-2008 Section ■ 2012 and 2009 International Building Code®(IBC) 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user ■ 2012 and 2009 International Residential Code®(IRC) of this report. The user is advised of the project-specific ■ 2012 and 2009 International Energy Conservation provisions that may be contingent upon meeting specific Code®(I ECC) conditions, and the verification of those conditions is outside the scope of this report.These codes or standards ■ Other Codes(see Section 8.0) often provide supplemental information as guidance. Properties evaluated: 3.2 Surface-burning Characteristics: ■ Physical properties At a maximum thickness of 2 inches (51 mm) and a ■ Surface-burning characteristics nominal density of 1.75 pcf, the insulation has a flame- spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. ■ Thermal resistance 3.3 Thermal Resistance,R-values: 1.2 Evaluation to the following green standard: The insulation has thermal resistance (R-value) at a mean ■ 2008 ICC 700 National Green Building Standard""^ temperature of 75°F(24°C)as shown in Table 1. (ICC 700-2008) 3.4 Air Permeability: Attributes verified: The insulation, at a minimum thickness of 1/2 inch ■ See Section 3.1 (12 7 mm), is considered air-impermeable insulation in 2.0 USES accordance with Section R806.5 of the IRC (Section R806.4 of the 2009 IRC), based on testing in accordance FROTH-PAKTM polyurethane foam insulation is used as with ASTM E2178. nonstructural thermal insulating material in Type V 4.0 INSTALLATION construction under the IBC and in dwellings under the IRC. The insulation is for use in wall cavities, floor/ceiling 4.1 General: assemblies, attics and crawl spaces, sill plates, band joists The insulation must be installed in accordance with the and headers when installed in accordance with this report manufacturer's published installation instructions, the The insulation is air-impermeable and may be used to seal applicable code and this report. The manufacturer's the joints in site-fabricated metallic air ducts under the IRC published installation instructions must be available on the when installed as described in Section 4.4; and may be jobsite at all times during installation. I ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed 0-M as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied as i to airy finding or other matter in this report or as to any product covered by the report Copyright 0 2017 ICC Evaluation Service,LLC All rights reserved Page 1 of 6 ` ESR-3228 I Most Widely Accepted and Trusted Page 2 of 6 4.2 Appilcation: 5.0 CONDITIONS OF USE The insulation is spray-applied at a one-to-one ratio to a The FROTH-PAKTM polyurethane foam insulation maximum 2-inch (51 mm) thickness, as specified in the described in this report complies with, or is a suitable manufacturer's published installation instructions. alternative to what is specified in, those codes listed in The maximum service temperature must be no greater Section 1.0 of this report, subject to the following than that specified in The Dow Chemical Company conditions: installation instructions.The insulation must not be sprayed 5.1 The insulation must be installed in accordance with onto a substrate that is wet, or covered with frost or ice, the manufacturer's published installation instructions, loose scales, rust, oil, or solvents. The insulation must not this evaluation report and the applicable code. The be used in electrical outlet or junction boxes, or on heaters, instructions within this report govern if there are any furnaces, fireplaces, chimneys, vents, recessed light conflicts between the manufacturer's published fixtures or other applications where the foam may come in installation instructions and this report. contact with heat-conducting surfaces. The insulation must 5.2 The insulation must be separated from the interior of be protected from the weather during and after application the building by an approved 15-minute thermal barrier Where used as an air-impermeable insulation, the as described in Section 4 3, except as described in insulation must be installed at a minimum thickness of Sections 4.4,4 5,4.6 and 4.7. 1/2 inch(12.7 mm) 4.3 Thermal Barrier: 5.3 The insulation must be applied by installers certified by The Dow Chemical Company or by the Spray The insulation must be separated from the interior of the Polyurethane Foam Alliance (SPFA) for the building by an approved thermal barrier of 1/2-inch-thick installation of spray polyurethane foam insulation. (12.7 mm) gypsum wallboard or an equivalent 15-minute 5.4 A vapor retarder must be installed when required by thermal barrier complying with IBC Section 2603.4 or IRC the applicable code. Section R316 4, as applicable, except where installation is as described in Sections 4.4,4.5 and 4 6.Within an attic or 5.5 The insulation must be protected from the weather crawl space, installation must be in accordance with during and after application. Section 4.7. 5.6 Use of the insulation in areas where the probability of 4.4 Joint Sealant on Metallic Air Ducts: termite infestation is "very heavy" must be in The insulation, installed at a maximum thickness of accordance with 2012 IBC Section 2603.9 (2009 IBC 2 inches(51 mm)and width of 6 inches(152 mm), may be Section 2603.8)or IRC Section R318.4,as applicable. used to seal the joints of non-factory-made (non-listed) air 5.7 Jobsite certification and labeling of the insulation must ducts, in accordance with Section M1601.4.1 of the IRC. comply with IRC Sections N1101.4 and N1101.4.1 See Figure 1. and IECC Sections, 303.1.1 and 303.1.2, as 4.5 Applications as Air Barrier Material: applicable. FROTH-PAKTM may be used in any type of construction 5.8 FROTH-PAKM polyurethane foam insulation must not as an air barrier material for wall/floor and roof/wall be used as a component of a fire-resistant joint intersections in the exterior budding envelope when system The integrity of all fire-resistant joints must be installed at a maximum thickness of 2 inches(51 mm) and inspected and verified. The insulation may be applied width of 6 inches (152 mm) (the length is unlimited). See over the top of a fire-resistant point system, as Figures 2 and 3. described in Section 4 5. In wall/floor intersections, the foam plastic may be 5.9 The insulation components (parts A and B) are applied over a fire-resistant joint without affecting the fire- produced by The Dow Chemical Company, under a resistance rating provided the foam plastic installation is quality control program with inspections by ICC-ES. limited to 2 inches by 2 inches (51 mm by 51 mm) and 6.0 EVIDENCE SUBMITTED unlimited length. 6.1 Data in accordance with the ICC-ES Acceptance 4.6 Use on Sill Plates,Band Joists and Headers: Criteria for Spray-applied Foam Plastic Insulation The FROTH-PAKTM polyurethane foam insulation with a (AC377), dated April 2016 maximum thickness of 2 inches(51 mm)may be applied to 6.2 Reports on air leakage tests in accordance with sill plates, band joists and headers without a thermal ASTM E2178. barrier or ignition barrier in Type V construction in 6.3 Reports of modified room corner tests in accordance accordance with IBC Section 2603 4.1.13 and IRC Section with NFPA 286. R316.5.11. 4.7 Attics and Crawl Spaces: 6.4 Engineering analysis addressing use as an air barrier material and duct joint sealant. When FROTH-PAKTm polyurethane foam insulation is 7.0 IDENTIFICATION installed within attics or crawl spaces, where entry is made only to service utilities, an ignition barrier must be installed Components of FROTH-PAKM polyurethane foam on the interior of the attic or crawl space in accordance insulation are identified with the manufacturer's name(The with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and Dow Chemical Company) and address; the product name R316.5.4, as applicable. The ignition barrier must be (A Component - Isocyanate; B Component - Polyol); lot consistent with the requirements for the applicable code, number; use and application instructions;the flame-spread and must be installed in a manner so that the foam plastic and smoke-development indices; and the evaluation report insulation is not exposed. The attic or crawl space area number(ESR-3228). must be separated from the interior, habitable space of the 8.0 OTHER CODES building by an approved 15-minute thermal barrier. The insulation may be installed in unvented attics as described In addition to the codes referenced in Section 1.0, the in this section in accordance with IRC Section R806 5 products described in this report were evaluated for (2009 IRC Section R806.4) compliance with the requirements of the following codes: ESR-3228 I Most Widely Accepted and Trusted Page 3 of 6 ■ 20061ntemational Building Code®(2006 IBC) vented in accordance with Section 1203.2 of the 2006 ■ 20061ntemationa/Residential Code®(2006 IRC) and 2003 IBC or Section R806 of the 2006 and 2003 ■ 2006 International Energy Conservation Code® (2006 IRC; and crawl space ventilation must be in accordance IECC) with Section 1203 3 of the 2006 and 2003 IBC or Section R408 of the 2006 and 2003 IRC, as applicable. ■ 2003 International Building Code®(®003 IBC) ■ protection Against Termites: See Section 5.6, except ■ 2003 International Residential Code (2003 IRC) use of the insulation in areas where the probability of ■ 2003 International Energy Conservation Code® (2003 termite infestation is "very heavy" must be in IECC) accordance with Section R320.5 of the 2006 IRC or The products comply with the above-mentioned codes as Section R320.4 of the 2003 IRC. described in Sections 2.0 through 7.0 of this report, except ■ Jobsite Certification and Labeling: See Section 5.7, as noted below' except jobsite certification and labeling must comply ■ Application with a Prescriptive Thermal Barrier: See with Sections 102.1.1 and 102 1.11, as applicable in the Section 4.3, except the approved thermal barrier must 2006 IECC. be installed in accordance with Section R314.4 of the 2006 IRC or Section R314 1 12 of the 2003 IRC. ■ Application with a Prescriptive Ignition Barrier: See Section 4.7, except attics and crawl spaces must be TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE'(°F.fe.h/Btu) 1 5.6 1.5 8.7 2 11 For SI: 1 inch=25 5 mm;1°F ft2.h/Btu=0.176110°K mZMI. 'Calculated R-values are calculated based on tested K-values at 1-and 2-inch thicknesses. -6–maximumwidth .X' ;j lN,,ry ¢¢---- x;=.".r •' ,. -= �'p maximum t2siclmess FIGURE 1—EXAMPLE OF DUCT JOINT SEALING APPLICATION OF FOAM AM+Lv C 0"f QAr"NMC M V/AunOOR JUNCTI-rs AS RC=-RRY COM 11111)OWAY AT t4TMOR P_FHA=R rOR cam_=ArrucAroN oEeB 41 2-R1.1d[lmum Foam Insulation d o 4 - _ a i 6'nmmmum q A 0 ' d e ' FIGURE 2—EXAMPLE OF ROOFIWALL JUNCTURE FIGURE 3—EXAMPLE OF WALL/FLOOR JUNCTURE APPLICATION OF FOAM APPLICATION OF FOAM ESICCEVALUATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3228 Seal & Insulate with ENERGY STAR°Supplement Reissued January 2017 Revised October 2017 This report is subject to renewal January 2019. www.icc-es.org (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION Section:07 21 00—Thermal Insulation REPORT HOLDER: THE DOW CHEMICAL COMPANY 200 LARKIN CENTER 1605 JOSEPH DRIVE MIDLAND,MICHIGAN 48674 (866)583-2583 www.dowbuildincimaterials.com EVALUATION SUBJECT: FROTH-PAKT"' POLYURETHANE FOAM INSULATION 1.0 EVALUATION SCOPE Conformance to the following requirements: Seal and Insulate with ENERGY STAR® Program, Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermal resistance ■ Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation product described in Sections 2.0 through 7 0 of the master report ESR-3228 has been reviewed for compliance with the applicable codes noted in Section 1.0 of the master report and with the requirements set forth in the Seal and Insulate with ENERGY STAR®Program Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as "Spray or Pour Foam Insulation." The requirements for testing laboratory qualifications and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from the Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible, or loose-fill form. Residential Buildings: Single family homes (attached or unattached), multifamily buildings with 4 units or fewer, or multifamily buildings(condominiums,apartments)with 3 stories or less in height above grade. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or imphed as to any finding or other matter in this repor4 or as to any product covered by the report Copyright 0 2017 ICC Evaluation Service,LLC All rights reserved Page 4 of 6 ESR-3228 Supplement I Most Widely Accepted and Trusted Page 5 of 6 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured(as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyan u rate, phenolic,and cementitious insulation. 3.3 Insulation Performance Definitions: R-value:The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area For the purposes of the Seal and Insulate with ENERGY STAR program, Imperial units will only be accepted[(h•f -'F)/Btu] Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3228, based upon testing. The use of additional insulation may be needed to meet the minimum wall R-values set forth in the IECC. The use of additional insulation materials is outside the scope of this report 3.5 Installation 3.5.1 General:The installation of the insulation must be in accordance with the requirements set forth in Sections 4.2,4.3, 4.7 and 5.0 (as applicable) of ESR-3228. The insulation is installed on-site by spray polyurethane foam applicators meeting the qualification requirements set forth in Section 5.3 of ESR-3228. The following personal protective equipment and ventilation requirements are reprinted from The Dow Chemical Company published installation instructions and are reprinted in this report for informational purposes: "Wear Personal Protective Equipment(PPE) 1. Always wear chemically resistant gloves(e.g.,nitrile). 2. Always wear long sleeves and pants for full body covering. 3. Always wear goggles or safety glasses. 4. Wear a respirator. If there is any doubt about the amount of exposure to MDI possible in any given situation, wear a respirator with an organic vapor sorbent and P100 particulate filter. This is especially important when spraying in confined areas or areas with low ventilation like attics and crawl spaces, when spraying overhead, or when using a wide or fan spray nozzle. Keep Others Out of Work Area 1. Section off the work area to keep non-essential workers and others out of the spray area 2. Use plastic sheeting to protect from overspray" 3.5.2 Occupancy time after installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state "It is important to ensure that the spray area is well ventilated during application. Ventilation in Air Changes per Hour(ACH): • During application a minimum of 10 ACH is required. Cross ventilation is recommended with negative pressure in the spray area and exhaust to a secured empty area. A commercial ventilation unit is recommended for increased ventilation rates. • Continue to ventilate area for at least 1 hour after the job is completed at no less than 10 ACH. • Re-entry into an application site in the occurring less than 1 hour post spray with proper ventilation requires the use of an approved air purifying respirator equipped with an organic vapor sorbent and a particle filter." 3.5.3 Figures:The figures shown represent general installations of the insulation in two types of full wall application. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report,reissued February 2017 and revised October 2017. ESR-3228 Supplement I Most Widely Accepted and Trusted Page 6 of 6 i I c�F � � �` I I 5h e;f�1y a;yf•� ;, rw ,aa If �s'�' ;,.itis=''^C��. +I � '�, , t.�„� �r x a� •' x„ Ali:�'�"„�.,�•. '� __ _, Flash&Batt Vertical Exterior Wall Application: Vertical Exterior Wall Application: FROTH-PAK is spray-applied to the interior face of the exterior FROTH-PAK is spray-applied to the interior face of the exterior sheathing in each stud cavity at a thickness between 1/2 to 1 inch sheathing in each stud cavity at a maximum thickness of 2 inches (12.7 to 25 4 mm).After FROTH-PAK has cured a layer of glass (51 mm).A minimum 15-minute thermal barrier,in accordance with fiber batt insulation is installed in each cavity over the FROTH- the Section 4 3 of ESR-3228 must be provided. PAK.A minimum 15-minute thermal barrier,in accordance with the Section 4.3 of ESR-3228 must be provided. • i EVALUATIONICC MostI I I andTrusted C C R ICC-ES Report • 70 ICC-ES 1 : 11 699-0543 . 07/2016 This report is subject . renewal 07/2017. DIVISION:07 00 00—THERMAL AND,MOISTURE PROTECTION SECTION:07 2100—THERMAL INSULATION REPORT HOLDER:. THE DOW CHEMICAL COMPANY 200 LARKIN CENTER 1605 JOSEF DRIVE MIDLAND, MICHIGAN 48674' EVALUATION SUBJECT: STYROFOAMTM SPRAY POLYURETHANE FOAM RS2030, RS2045, CM2030, CM2045, MX2030 AND MX2045 C.Z ICC ICC t ICC �91 C ►� PMG LISTO Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council on WSSPC Award in Excellence" CODE INTERNATIONAL A Subsidiary of cooecauNCle ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 9°`�btl specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a l recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as 0 to any finding or other matter in this report,or as to any product covered by the report. � ax arnaccH Copyright© 2016 ICC Evaluation Service, LLC.All rights reserved. 0 ICC EVALUATION G C SERVICE Most 1Accepted1 Trusted IMES Evaluation Report ESR-2670 Reissued July 2016 This report is subject to renewal July 2017. www.1cc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:07 00 00—THERMAL AND MOISTURE when installed in accordance with Section 4 0. Under the PROTECTION IRC, the insulations may be used as air-impermeable Section: 07 21 00—Thermal Insulation insulation when installed in accordance with Section 3.5. REPORT HOLDER: STYROFOAMTM Spray Polyurethane Foam CM2030, CM2045, MX2030 and MX2045 may be used in Types I, II, THE DOW CHEMICAL COMPANY III and IV construction under the IBC (see Section 4 7 for 200 LARKIN CENTER use in Types I, II, III and IV construction). The insulations 1605 JOSEF DRIVE may also be used in Type V construction under the IBC MIDLAND,MICHIGAN 48674 and dwellings under the IRC. The insulations are for use in (866)583-2583 wall cavities,sprayed onto the surface of walls,floor/ceiling www.dowbuildingmaterials.com assemblies, attics, crawl spaces, sill plates and headers when installed in accordance with Section 4.0 Under the EVALUATION SUBJECT: IRC, the insulations may be used as air-impermeable insulation when installed in accordance with Section 3.5. STYROFOAMTM SPRAY POLYURETHANE FOAM STYROFOAMTM Spray Polyurethane Foam CM2030 and RS2030,RS2045,CM2030,CM2045,MX2030 AND CM2045 may be used in fire-resistance-rated wall MX2045 assemblies when construction is in accordance with Section 4.6 1.0 EVALUATION SCOPE 3.0 DESCRIPTION Compliance with the following codes: 3.1 General: ■ 2012 and 2009 International Building Code°(IBC) The insulations are two-component, closed-cell, Spray- ® applied, semirigid, medium-density, polyurethane foam ■ 2012 and 2009 International Residential Code (IRC) plastics having a nominal density of 2 pcf(32 kg/M3). The ■ 2012 and 2009 International Energy Conservation insulations are produced in the field by combining a Code'(I ECC) polymeric isocyanate component A with a resin-based ■ Other Codes(see Section 8.0) component B The Part A component is packaged in 55–gallon (208 L) drums, labeled as "Dow 3019 Properties evaluated: Isocyanate."The insulation components have a shelf life of ■ Physical properties six months when stored between 60°F (15°C) and 90°F ■ Surface-burning characteristics (32°C)in unopened containers 3.2 Surface-burning Characteristics: ■ Water vapor transmission The insulations have a flame-spread index of 25 or less ■ Air permeability and a smoke-developed Index of 450 or less when tested ■ Attic and crawl space installation in accordance with ASTM E84 (UL 723) at a maximum thickness of 4 inches(102 mm). ■ Fire-resistance-rated construction Thicknesses of up to 12 inches (305 mm) for wall and ■ Thermal resistance ceiling cavities are recognized based on testing in ■ Exterior walls in Types I through IV construction accordance with 1NFPA 286,when the insulation is covered with a minimum /2-inch-thick(12.7 mm)gypsum wallboard 2.0 USES or an equivalent thermal barrier complying with, and STYROFOAMTm Spray Polyurethane Foam RS2030, installed in accordance with,the applicable code. RS2045, CM2030, CM2045, MX2030 and MX2045 are 3.3 Thermal Resistance,R-values: used as nonstructural thermal insulating materials. The insulations have thermal resistance (R-values) at a STYROFOAMTM Spray Polyurethane Foam RS2030 and mean temperature of 75°F(24°C)as shown in Table 1 RS2045 are used in Type V construction under the IBC 3.4 Vapor Retarder: and dwellings under the IRC.The insulations are for use in wall cavities, sprayed onto the surface of walls,floor/ceiling The insulations have a vapor �ermeance of less than assemblies, attics, crawl spaces, sill plates and/or headers 1 perm [5 7x10"11 kg/(Pa-s-m )], in accordance with ICC-ES Evaluation Reports are not to be constnied as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evahatton Service,LLC,express or Implied,as t to any finding or other matter m this report,or as to any product covered by the report ffiq Copyright©2016 ICC Evaluation Service,LLC All rights reserved Page I of 5 s ESR-2670 I Most Widely Accepted and Trusted Page 2 of 5 ASTM E96, when applied at minimum thicknesses of 2.2 d. Attic ventilation is provided when required by IBC inches(56 mm),and qualify as Class II vapor retarders. Section 1203.2 or IRC Section R806, or as required, 3.5 Air Permeability: except when air-impermeable insulation is permitted in unvented attics in accordance with Section R806.4 of The insulations at a minimum thickness of 1/2 inch the IRC. (12.7 mm) are considered air-impermeable insulations in accordance with 2012 IRC Section R806.5 (2009 IRC e. Under-floor (crawl space) ventilation is provided when Section R806.4), based on testing in accordance with required by IBC Section 1203 3 or IRC Section R408.1, ASTM E283. as applicable. 4.0 INSTALLATION f. Combustion air is provided in accordance with IMC 4.1 General: (International Mechanical Code°)Section 701. The insulations must be installed in accordance with the In attics, the insulation may be spray-applied with no manufacturer's published installation instructions, the covering (no ignition barrier) to the underside of roof applicable code and this report. The manufacturer's sheathing or roof rafters, and/or vertical surfaces. In crawl published installation instructions must be available on the spaces, the insulation may be spray-applied with no jobsite at all times during installation. covering (no ignition barrier) to the underside of floors 4.2 Application: and/or vertical surfaces. The thickness of the foam plastic, applied to the underside of the top of the space and/or The insulation is spray-applied on the jobsite using a vertical surfaces, must not exceed 10 inches (254 mm). volumetric displacement pump combining Part A and Part The insulations may be installed in unvented attics as B components at a one-to-one ratio, as specified in the described in this section in accordance with 2012 IRC manufacturer's published installation instructions. The Section R806.5(2009 IRC Section R806.4). insulation is applied in passes having thicknesses of no 4.4.3 Use on Attic Floors: The STYROFOAMTm Spray less than 1/2 inch (12 7 mm)and no more than 21/2 inches Polyurethane Foam insulations may be installed at a (64 mm) to achieve the total thicknesses specified in maximum thickness of 10 inches (254 mm) between and this report. over the joists in attic floors. The insulation must be The maximum service temperature must be no greater separated from the interior of the building by an approved than that specified in The Dow Chemical Company thermal barrier.The ignition barrier required in IBC Section installation instructions. The insulation must not be used in 2603.4.1.6 and IRC Section R316.5.3 may be omitted. electrical outlet or junction boxes or in direct contact with 4.5 Use on Sill Plates,Band Joists and Headers: water. The substrates to which the insulation is applied must be free of moisture (dew or frost), grease, oil, The STYROFOAM TM Spray Polyurethane Foam solvents and other materials that would adversely affect insulations with a maximum thickness of 8 inches the adhesion of the spray polyurethane foam. (203 mm)may be applied to sill plates and headers without a thermal barrier or ignition barrier, based on testing in 4.3 Thermal Barrier: accordance with NFPA 286. The spray-applied insulations must be separated from the 4.6 One-hour Nonload-bearing Fire-resistance-rated interior of the building by an approved thermal barrier of Wall Assemblies: 1/2-inch-thick 02 7 mm)gypsum wallboard or an equivalent The STYROFOAM TM Spray Polyurethane Foam CM2030 15-minute thermal barrier complying with IBC Section and CM2045 may be installed in the stud cavities 2603.4 or IRC Section R316.4, as applicable, except of nonload-bearing one-hour fire-resistance-rated walls where installation is in attics, crawl spaces,sill plates, band (see Figure 1 for all components in the assembly), joists, rim joists or headers as described in Sections provided the system is installed in accordance with the 4 4 and 4.5. following: 4.4 Attics and Crawl Spaces: 4.6.1 Steel Framing: The framing consists of channel- 4.4.1 Application with a Prescriptive Ignition Barrier: shaped steel studs, 35/8 inches wide (79 mm) with When the spray-applied insulations are installed within 11/2-inch (38 mm)legs, formed from minimum No.18 MSG attics or crawl spaces,where entry is made only to service galvanized steelspaced 16 inches on center;and channel- utilities, an ignition barrier must be installed in accordance shaped runners, 33/4 inches wide (95 mm) with 11/4-inch with IBC Section 2603.41 6 or IRC Sections R316.5.3 and (31 mm) legs, formed from minimum No 18 MSG R316 5 4, as applicable. The ignition barrier must be galvanized steel, attached to the floor at 24 inches consistent with the requirements for the type of (610 mm)on center. construction required by the applicable code, and must be 4.6.2 Wall Finish: The interior side of the wall must be installed in a manner so that the foam plastic insulation is finished with one layer of 5/8-inch-thick (15.9 mm), Type X not exposed. gypsum wallboard applied vertically with points centered 4.4.2 Application without a Prescriptive Ignition over studs and fastened to steel studs with 11/4-inch-long Barrier: STYROFOAMTm Spray Polyurethane Foam (31 mm), No 8, Type S, self-drilling, self-tapping steel insulations may be installed in attics and crawl spaces as screws spaced 8 inches (203 mm) on center along edges described in this section without the ignition barriers and 12 inches(305 mm)on center in the field of the board. described in IBC Section 2603.4.1.6 and IRC Sections All joints and screw heads must be covered with point tape R316.5 3 and R316.5.4,subject to the following conditions: and two coats of joint compound in accordance with a. Entry to the attic or crawl space is only to service GA-216 or ASTM C840. The exterior of the wall must be utilities,and no storage is permitted covered with Dow Thermax (ESR-1659 board, /2 inch to 3 inches thick (12.7 to 76 mm), attached to the studs with b. There are no interconnected attic or crawl space areas No.8, Type S steel screws in each corner of each piece of c. Air in the attic or crawl space is not circulated to other the board. The screws must be a minimum of 1/2 inch parts of the building. (12.7 mm)longer than the thickness of the board ESR-2670 I Most Widely Accepted and Trusted Page 3 of 5 4.6.3 Insulation: STYROFOAMTm Spray Polyurethane 5.8 The insulation components (Parts A and B) are Foam CM2030 or CM2045 insulations are applied in the produced by The Dow Chemical Company, under a stud cavities against the Dow Thermax® at a maximum quality control program with inspections by ICC-ES. thickness of 11/2 inches(38 mm). 6.0 EVIDENCE SUBMITTED 4.6.4 Exterior Wall Covering: The exterior wall covering 6.1 Data in accordance with the ICC-ES Acceptance must be 4-inch-wide (102 mm) common brick, with a Criteria for Spray-applied Foam Plastic Insulation minimum of a 1-inch (25.4 mm) air space provided (AC377), dated November 2012 (Editorially revised between the brick and the foam plastic insulation. April 2014), including reports of tests in accordance 4.7 Exterior Walls of Types I, II, III, and IV with Appendix X of AC377. Construction: 6.2 Reports on air leakage tests in accordance with When used on exterior walls of Type I, II, 111 and IV ASTM E283. construction, the STYROFOAMTm Spray Polyurethane 6.3 Reports on water vapor transmission tests in Foam CM2030, CM2045, MX2030 and MX2045 insulations accordance with ASTM E96 must comply with Section 2603 5 of the IBC at a maximum 6.4 Data m accordance with ASTM E119. thickness of 11/2 inches(38 mm). The potential heat of the foam plastic in any portion of the wall or panels must not 6.5 Reports of potential heat tests in accordance with exceed the potential heat, expressed in Btu/ft2 (MJ/m2), of NFPA 259. the Spray Polyurethane Foam insulation contained in the 6.6 Reports of room corner fire tests in accordance with wall assembly tested in accordance with NFPA 285 The NFPA 286. potential heat of STYROFOAMTM Spray Polyurethane 7.0 IDENTIFICATION Foam CM2030, CM2045,MX2030 and MX2045 insulations is 2458 Btu/ft2(28 MJ/m2)per inch of thickness. Components of STYROFOAMM Spray Polyurethane 5.0 CONDITIONS OF USE Foam insulations are identified with the manufacturer's The STYROFOAMTm Spray Polyurethane Foam RS2030, name (The Dow Chemical Company) and address; the RS2045, CM2030, CM2045, MX2030 and MX2045 product name (A Component is labeled Dow 3019 insulations described in this report comply with, or are isocyanate; B Component is labeled with one of the suitable alternatives to what is specified in, those codes product names listed in this report); lot number; use listed in Section 1.0 of this report, subject to the following and application instructions; the flame-spread and conditions: smoke-development indices;the evaluation report number (ESR-2670). 5.1 The insulations must be installed in accordance with the manufacturer's published installation instructions, 8.0 OTHER CODES this evaluation report and the applicable code. The 8.1 Evaluation Scope: instructions within this report govern if there are any conflicts between the manufacturer's published In addition to the codes referenced in Section 1.0, the installation instructions and this report. products in this report were evaluated for compliance with the requirements of the following codes- 5.2 The insulations must be separated from the interior of the building by an approved 15-minute thermal barrier ■ 2006 International Building Code(2006 IBC) as described in Section 4.3, except when installation ■ 2006 International Residential Code®(2006 IRC) is in attics and crawl spaces as described in Section 4.4, or when application is on sill plates or headers as ■ 2006 International Energy Conservation Code® described in Section 4 5 (2006 IECC) 5.3 The insulations must be protected from the weather ■ 2003 International Building Code°(2003 IBC) during and after application ■ 2003 International Residential Code°(2003 1 RC) 5.4 The insulations must be applied by installers certified 003 International Energy Conservation Code® by The Dow Chemical Company or by the Spray 2 2 003 terra Polyurethane Foam Alliance (SPFA) for the installation of spray polyurethane foam insulation. 8.2 Uses: 5.5 Use of the insulations in areas where the probability The products comply with the above-mentioned codes as of termite infestation is "very heavy" must be in described in Sections 2.0 to 7.0 of this report, except as accordance with 2012 IBC Section 2603.9 (2009 IBC noted below. Section 2603.8)or IRC Section R318 4,as applicable. ■ Application with a Prescriptive Ignition Barrier: See 5.6 Jobsite certification and labeling of the insulation must Section 4.4.1, except attics must be vented in comply with 2012 IRC Sections N1101 16 (2009 IRC accordance with Section 1203.2 of the 2006 and 2003 Sections N1101.4 and N1101.4.1) and 2012 IECC IBC or Section R806 of the 2006 and 2003 IRC; and Sections C303 1.1, C303 1.2 and R401.3(2009 IECC crawl space ventilation must be in accordance with Sections 303.1.1.and 303.1.2),as applicable Section 1203.3 of the 2006 and 2003 IBC or Section 5.7 When use is on buildings of Type 1, ll, III or IV R408 of the 2006 and 2003 IRC, as applicable construction, documentation must be submitted ■ Application without a Prescriptive Ignition Barrier: to the code official verifying that the insulation has See Section 4 4.2, except attics must be vented in been qualified as a component of an assembly accordance with Section 1203.2 of the 2006 and 2003 tested in accordance with IBC Sections 2603.5.1 IBC or Section R806 of the 2006 and 2003 IRC; and (unless constructed in accordance with Section 4.6), crawl space ventilation must be in accordance with 2603.5.5 and 2603.5.7. The maximum potential heat Section 1203.3 of the 2006 and 2003 IBC or Section of the spray polyurethane foam plastic used in the R408 of the 2006 and 2003 IRC, as applicable. assembly must be no greater than that noted in Section 4.7. ESR-2670 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 1-THERMAL RESISTANCE(R-VALUES) PRODUCT R-VALUES'.2(°F.ft2.h/Btu) THICKNESS(inches) 2030 2045 (RS,CM,MX) (RS,CM,MX) 1 60 65 15 9.0 96 2 12 13 3 18 19 35 21 22 4 25 25 5 31 32 55 34 35 6 37 38 7 43 44 8 49 50 9 55 57 10 62 63 11 68 69 12 74 76 For SI:1 inch=25 5 mm;1 °F.ft2.h/Btu=0.176 110 1K.m2/W 'R-values are calculated based on test values at 1-and 4-inch thicknesses. 2R-values are calculated based on test values at 1-and 3.5-inch thicknesses. - � ER27 | Most WA1xAa/eand Trusted Page 5o5 CEILING, 0 . . . " • _ ' . o " • -a . � . & �. � . M ® a - M » zzow � . O ; � • m � 2 . \ � :, C _ � - -� . ..% , �. FLOOR Legend: 0> Fro and ceiling runners,( )2steel s d A lateral support members(no!ko_),m»R_board,7>Dow CMSeries spray polyurethane foam AaQ A Dow 2emax@,(/self-adhered bAm taper sealant(optional),A mortar drop protection (optional),A wall anchor ties,@m vapor retarder or water-resistive barrier(optional)@\N6 veneer FIGURE 1 EVALUATIONMost Widely Accepted'and Trusted SERVICE RESEARCH LASS ICC-ES Report ESR-1961 Reissued ICC-ES 1 :0017 . e. e 'This report is subject to renewale. e DIVISION:07 00 00—THERMAL AND MOISTURE PROTECTION SECTION:07 2100—THERMAL INSULATION SECTION:07 8416—ANNULAR SPACE PROTECTION REPORT HOLDER: THE DOW CHEMICAL COMPANY 200 LARKIN CENTER 1605 JOSEPH DRIVE MIDLAND, MICHIGAN 48674 EVALUATION SUBJECT: GREAT STUFFTM GAPS&CRACKS, GREAT STUFF T- PRO MULTIPURPOSE BLACK INSULATING FOAM SEALANT, GREAT STUFFTM MULTIPURPOSE BLACK INSULATING FOAM SEALANT,GREAT STUFF— FIREBLOCK, GREAT STUFF TM WINDOW& DOOR, GREAT STUFFTM BIG GAP FILLER, GREAT STUFF—PRO GAPS&CRACKS, CONTRACTOR GRADE INSULATING FOAM SEALANT GAP FILLER, GREAT STUFF— PRO WINDOW&DOOR, CONTRACTOR GRADE INSULATING FOAM SEALANT DOOR&WINDOW,AND ENERFOAMTM �+ / C. �CC �CrC �lili � C S �91 C PMG LISTED Look for the trusted marks of Conformityl NO ■s! "2014 Recipient of Prestigious Western States Seismic Policy Council tiara INTERATIO(WSSPQ Award in Excellence" A Subsidiary of CODECOUNC C ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not saaca Cor"lad specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a iCall recommendation for its use. There is no warranty by ICC Evaluation Service,LLC, express or implied, as ' ' ' G0 ISOAEC 17065 to any finding or other matter in this report, or as to any product covered by the report. P��p;�lfan 0-d7 A-06dCUPSM Copyright°2017 ICC Evaluation Service, LLC. All rights reserved. ESSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1961 Reissued June 2017 This report is subject to renewal June 2019. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE sealant is recognized for use as an alternative to the PROTECTION methods prescribed by the code for maintaining the Section:07 21 00—Thermal Insulation integrity of penetrations of fireblocking Section:07 84 16—Annular Space Protection 3.0 DESCRIPTION REPORT HOLDER: 3.1 General: The foam plastic products described in this report are THE DOW CHEMICAL COMPANY THE DOW C CENTER single-component, polyurethane foam sealants that 1605 JOSEPH DRIVE expand to take the shape of cracks and voids. The foam MICHIGAN 48674 sealant has a flame-spread index of less than 25 and a MIDLAND, (866)AMICHIGAN smoke-developed index of less than 450 when tested in accordance with ASTM E84. The packaging consists of a EVALUATION SUBJECT: straw, gun or cylinder foam delivery configuration. The foam has been tested in accordance with ASTM E814 GREAT STUFFY"' GAPS & CRACKS, GREAT STUFFY"' (modified)to establish that the Integrity of the fireblocking PRO MULTIPURPOSE BLACK INSULATING FOAM is maintained when the fireblocking is penetrated. SEALANT, GREAT STUFF TM MULTIPURPOSE BLACK 3.2 Great StuffTM Gaps & Cracks, Great StuffTM INSULATING FOAM SEALANT, GREAT STUFF TM Multipurpose Black Insulating Foam Sealant, Great FIREBLOCK, GREAT STUFFTM WINDOW & DOOR, StuffTM Fireblock and Great StuffTM Pro Multipurpose GREAT STUFFTM BIG GAP FILLER, GREAT STUFF TM Black Insulating Foam Sealant: PRO GAPS & CRACKS, CONTRACTOR GRADE A minimally expanding foam plastic sealant. It is provided INSULATING FOAM SEALANT GAP FILLER, GREAT in aerosol cans. STUFFTM' PRO WINDOW & DOOR, CONTRACTOR GRADE INSULATING FOAM SEALANT DOOR & 3.3 Great StuffTM Window&Door: WINDOW,AND ENERFOAMTM A low-pressure-build, expanding foam plastic sealant. It Is 1.0 EVALUATION SCOPE provided in aerosol cans. Compliance with the following codes: 3.4 Great StuffTM Big Gap Filler: A triple expanding foam plastic sealant It Is provided in ■ 2015, 2012, 2009 and 2006 International Building aerosol cans. Code(IBC) 3.5 Great StuffTM Pro Gaps & Cracks and Contractor ■ 2015, 2012, 2009 and 2006 International Residential Grade Insulating Foam Sealant Gap Filler: Code"(I RC) A minimally expanding foam plastic sealant. It is provided Properties evaluated: in aerosol cans. ■ Surface-burning characteristics 3.6 Great StuffTM Pro Window& Door and Contractor ■ Annular space protection Grade Insulating Foam Sealant Door&Window: 2.0 USES A low-pressure-build, minimally expanding foam plastic sealant. It is provided in aerosol cans. Great StuffTM Gaps & Cracks, Great StuffTM' Pro Multipurpose Black Insulating Foam Sealant, Great StuffTM' 3.7 EnerfoamTM: Multipurpose Black Insulating Foam Sealant, Great StuffTM A minimally expanding foam plastic sealant. It is provided Fireblock, Great StuffTM Window& Door, Great StuffTM Big in aerosol cans. Gap Filler, Great StuffTM Pro Gaps & Cracks, Contractor Grade Insulating Foam Sealant Gap Filler, Great StuffTM 4.0 INSTALLATION Pro Window & Door, Contractor Grade Insulating Foam Installation of the foam plastic sealants must comply with Sealant Door&Window and EnerfoamTM are aerosol foam this report and the manufacturer's published installation plastic sealants used to fill cracks and voids in construction instructions. The manufacturer's published installation and the annular space created by the penetration of wood Instructions are to be available at the jobsite at all times fireblocking by pipes and conduits. The foam plastic during Installation. J ICC-ES Evahuauon Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement ofthe subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report + .,® Copyright©2017 ICC Evaluation Service,LLC All rights reserved. Pagel of 2 c ' ESR-1961 I Most Widely Accepted and Trusted Page 2 of 2 The foam must be installed to completely fill the annular 2012 IBC(Section 717 2 of the 2009 and 2006 IBC)is space around the penetrations for the full depth of the plate permitted, and to nonfire-resistance-rated construction that has been penetrated. Use of the foam plastic to fill permitted under the IRC cracks is required to observe the following limitations: 5.5 The foam plastic sealants listed in this report are a. The maximum width of exposed foam or the annular produced in Wilmington, Illinois, under a quality- s?ace of penetrations to be sealed is not to exceed control program with inspections by ICC-ES. 1 /16 inches(33 mm), and the nominal foam thickness 6.0 EVIDENCE SUBMITTED is not to exceed 3 inches(76 mm). b. The maximum area of exposed foam must not exceed 6.1 Manufacturer's descriptive literature. 18 square inches per square foot (1250 cm2/m2) of 6.2 Report containing results of testing performed in wall area. accordance with ASTM E84. 5.0 CONDITIONS OF USE 6.3 Report containing results of comparative testing The Great StuffTM,EnerfoamTm and Contractor Grade foam performed in accordance with a modified version of plastic sealants described in this report comply with, or are ASTM E814. suitable alternatives to what is specified in, those codes 6.4 Report containing results of testing performed in listed in Section 1.0 of this report, subject to the following accordance with UL 1715. conditions: 6.5 Report containing results of testing performed in 5.1 Materials and methods of installation must comply accordance with ASTM D1622 and ASTM D1623. with this report and the manufacturer's published 6.6 A quality control manual. installation instructions. In the event of a conflict between the manufacturer's published installation 7.0 IDENTIFICATION instructions and this report,this report governs. The Great StuffT"', EnerfoamTm and Contractor Grade foam 5.2 The sealant is not to be used in applications where plastic sealants described in this report must be identified exposed to sunlight or weather. by a label bearing the manufacturer's name (The Dow 5.3 A thermal barrier is not required when installation Chemical Company), the product type, and the evaluation complies with Section 4.0 of this report. report number(ESR-1961). 5.4 Use of the sealants is limited to use in nonfire-resistance-rated partitions where combustible fireblocking required in Section 718 2 of the 2015 and THE BEST SOLUTION ®TMSUPERIOR WALLS DRY Your permanent barrier against i sidewall water penetration XFOUNDATION ® Clean Crushed Stone Footing ® Auxiliary Drain Pipe X'TRA INSULATION 0 Superior Sealant Applied in All Joints for Permanent Moisture Barrier WARM ® .,r'�. ✓_ Warmer in winter, cooler in summer... i reduces your home's energy loss ® 2-1/2" DonP Extruded Polystyrene Insulation 1„Foam Insulated Concrete Studs • - 1 Foam Insulation on Bond Beam - � SMART Ready to ftnish...with pre-engineered access built-in Access Holes for Ease 1 4�I I In Wring and Plumbing L`*0: ;'' 3: ® Galvanized Steel Stud Facing Ready for Drywall Finishing € D CAD Custom-Designed to Virtually Any Home Style 0 Laser-Leveled to be Plumb, Level, Square Installs on Your Site to Just Hours for Time and Money Savings At SUPERIOR VV Created in a controlled actory ` environment to ensure that your new *�'' �� A home's foundation will be built to the li( M industry's highest standards... 't• Q 5,000+PSI Concrete for Superior Strength F t 0 Horizontal Steel Rebar Inside g� Top and Bottom Beams Ilii! 6 Steel Reinforced Top Bond Beam AM 0 Vertical Steel Rebar IVA � � (Inside Each Stud ® 1-3/4" Concrete Face Shell 10-1/4" Overall Wall Thickness ® Steel Reinforced Concrete Studs Steel Reinforced Footer Beam ice+ II ® Concrete Floor SpeciarNote:Items#1,2,&15 as well as the 7 ,1ti d" jo(st/ oor(ng s stem are rovided on site per 5upenor Malls specgicalions 1y hudder Wly Super(nrrW lGsfoundatlongystepmarlojthe •� • '��[ry� -T-�'"�{.L„�.....�„y ?...,T� IgA. �N - . SU onmer Walk - OF Ef1ERT SM OR NEIN NM' . 1.superiorwufls, o . I M, TM Superior Walls foundations feature patented,insulated,precast concrete wall panels that are formed in a factory-controlled setting and deliveredto the new home job site,where the panels are lifted into position with a crane and carefully bolted together and sealed. The walls are custom-designed and built to virtually any EXTRA SMNGTHO architectural style,complete with window and door openings.For more information see:www.superiorwalls.com. EXTRA INSULATION Superior Walls panels are available in a variety of standard heights and custom lengths to suit your project.The maximum axial load (uniform house weight)for this product is 5500 pounds per linear q C foot. Special point loads up to 50,000 pounds can be . ■' %02-112" of = R4M accommodated. QUALITY ASSURANCE Each manufacturing plant is regularly _10+ psMWO ekdo Ce WE Iftinspected by an independent third-party inspection agency to ensure compliance with the Quality Assurance program. In addition, manufacturing and installation personnel are certified by Superior . . 1 . fwWft aMWalls ofAmerica,Ltd DAMPPROOFING The concrete used in the Superior Walls wall systems provides protection against freeze/thaw cycles and water vapor transmission. The urethane sealant used between panels provides superior protection against water penetration. Therefore, - wift mim 90aMbNW= no additional dampproofing materials are required. _ VAPOR BARRIER No Vapor barrier required.Permeance of the gSuperior Walls panels have been tested in accordance with ASTM E96. G03"MMSMMI FIRE RESISTANCE Superior Walls products do not require the attachment of a 15-minute thermal barrier.Ref ICC-ES ESR-1662. —N to MAN UP In R-50+ Superior Walls products qualify as a two-hour fire separation wall when two layers of 5/8"Type'X'drywall are applied to the studs. .`.eco Opel fw W and Mm Red kdit 1m Superior Walls ofAmerica manufacturers are independently owned and operated. Check with your local Superior Walls representative for availability. %ilinnnor Superior a s In Way. Superior Walls 937 East Earl Road New Holland,PA 17557 800452-9255 www.superiorwalls.com sw312_52 Xi UL 1715 Fire Test superior IIs® SUMMARY L11- 1715;Fite Test of Interior Finish Material for Superior Walls Xi Wall System Guardian Fire Testing Laboratories, Inc."Report No. GL-79703.5 Conducted February 21,'2003. Testing to-the UL 1715, Fire Test of interior Finish Material,Third`Edition,dated 919197 has been con- ducted using Superior Walls Xi Precdst_Insulated Foundation System. Guardian Fire-Testing Laboratories,Inc. conducted this test_. It As identified by Report No.GL-79703.5 and is dated February 21,2003. The Superior Walls Xi system was tested.The'walls are precast;with 2-112"extruded polystyrene foam insulation in a steel-reinforced wall.The tested-material covered an 8 foot high'by Hoot wide section of a rear wall and an 8 foot wide section of-a side-wall in an 8 foot high by 8 foot wide by 12 foot long room fora corner burn fire test: During the test,the interior finish 2-1124hick extruded polystyrene insulation showed no flaming and no smoking. Conclusion- The-Superior Walls Xi wall system,with 2-1/2"thick extruded polystyrene insulation,did-not flame and did not smoke during the test period.The tested materials successfully met the conditions of the test standard,UL 1715,Fire Test of Interior Finish Mateiial,Third Edition,dated 9/9/97. The International Code Council Evaluation Service, in ESR-1662, Section 4.4, recognizes that an"in- dependent thermal barrier, separating the foam plastic from the-interior of the-building, is not required based on testing conducted in accordance with.Section 2603.9,ofthe.applicable code." ' 'pSUPffft W& 02010 Superior:Walls afAmeniea, Ltd. FTS:2 TECHNICAL GUIDE 02/01/10 1CC Most Widely Accepted and Trusted EVALUATION SERVICE LInnovation RESEARCH LABS Report ICC-ES 1 :00699-0543 1 www.icc-es.org Reissued 08/2016 reportThis 08/2018. .DIVISION:03 00 00—CONCRETE SECTION:03.4100—PRECAST STRUCTURAL CONCRETE ol REPORT HOLDER: SUPERIOR WALLS OF AMERICA, LTD. 937 EAST EARL ROAD NEW HOLLAND, PENNSYLVANIA 17557 EVALUATION SUBJECT: SUPERIOR WALLS Xi AND Xi PLUS PRECAST CONCRETE FOUNDATION WALLS t C ICC ICC . ICC C PMG LISTED Look for the trusted marks of Conformityl �� ■�� "2014 Recipient of Prestigious Western States Seismic Policy Council OEM (WSSPQ Award in Excellence" A Subsidiary of CODECUNCIE ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 80C�'"' specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a i recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as A=ACMVtftdPM9= RPS to any finding or other matter in this report, or as to any product covered by the report. Copyright'5 2016.ICC Evaluation Service, LLC. All rights reserved. ESEVALUATIONSERVICE WidelyMost . ICC-ES Evaluation Report ESR-1662 Reissued August 2016 Corrected October 2016 This report is subject to renewal August 2018. www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:03 00 00—CONCRETE Section:03 41 00—Precast Structural Concrete GREAT LAKES SUPERIOR WALLS 4555134TH AVENUE REPORT HOLDER: HAMILTON,MICHIGAN 49419 SUPERIOR WALLS OF AMERICA,LTD. 1.0 EVALUATION SCOPE 937 EAST EARL ROAD NEW HOLLAND,PENNSYLVANIA 17557 1.1 Compliance with the following codes: (800)452-9255 ■ 2015, 2012, 2009 and 2006 International Building www.superiorwalls.com Code®(IBC) ■ 2015, 2012, 2009 and 2006 International Residential EVALUATION SUBJECT: Code®(IRC) SUPERIOR WALLS Xi AND Xi PLUS PRECAST ■ 2013 Abu Dhabi International Building Code(ADIBC)t CONCRETE FOUNDATION WALLS tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced in this report are the same sections in the ADIBC. ADDITIONAL LISTEES: Properties evaluated: SUPERIOR WALLS BY ADVANCED CONCRETE ■ Structural SYSTEMS,INC. ■ Fire-resistance rating 55 ADVANCED LANE MIDDLEBURG,PENNSYLVANIA 17842 ■ Surface burning characteristics SUPERIOR WALLS OF CENTRAL VIRGINIA ■ Dampproofing 10101 SUPERIOR WAY ■ Thermal Barrier AMELIA,VIRGINIA 23002 1.2 Evaluation to the following green code(s) and/or SUPERIOR WALLS BY COLLIER FOUNDATION standards: SYSTEMS INC. ■ 2013 California Green Building Standards Code 1500 ELLSWORTH AVENUE,SUITE 210 (CALGreen), Title 24, Part 11 HEIDELBERG,PENNSYLVANIA 15106 ■ 2012 and 2008 ICC 700 National Green Building SUPERIOR WALLS OF EAST TENNESSEE StandardTm ([CC 700-2012 and ICC 700-2008) 10144 SPARTA HIGHWAY ROCK ISLAND,TENNESSEE 38581 Attributes verified: SUPERIOR WALLS SYSTEMS, LLC ■ See Section 3.0 DBA:SUPERIOR WALLS OF NORTH CAROLINA 2.0 USES 3570 SOUTH MAIN STREET The Superior Walls Xi and Xi Plus Precast Concrete SALISBURY,NORTH CAROLINA 28147 Foundation Walls (Including basement walls) are used to SUPERIOR WALLS OF NEW JERSEY support wood frame construction. 92 REESE ROAD 3.0 DESCRIPTION MILLVILLE,NEW JERSEY 08332 The Superior Walls Xi and XI Plus Precast Concrete SUPERIOR WALLS OF UPSTATE NEW YORK Foundation walls are formed from 5,000 psi (34.4 MPa) 7574 EAST MAIN ROAD compressive strength normal-weight concrete that contains LIMA,NEW YORK 14485 synthetic fibers. Superior Walls XI and XI Plus Precast Concrete Foundation Walls consist of a 13/4-inch-thick SUPERIOR WALLS BY WEAVER PRECAST (44 mm) exterior face shell, monolithically cast with 824 EAST MAIN STREET 101/4-inch-wide (260 mm) top and bottom bond beams, EPHRATA,PENNSYLVANIA 17522 and 21/4-inch-by-71/2-inch (57 mm by 190.5 mm) concrete ICGES Evaluation Reports are not to be consorted as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed �^ as an endorsement of the subject of the report or a recommendatton for tis use There is no warranty by ICCEvahtatton Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. Copyright©2016 ICC Evaluation Service,LLC All rights reserved Page 1 of 5 Xi UL 1716 Fire Test superwr Wait 6UMMARir UL 1715;Fire Test of Interior Finish-Material for Superior Walls Xi-Wall System Guardian Fire`Testing Laboratories,Inc.Report No. GL-79703.5 Conducted February 21, 2003. ' Testing to the UL 1715, Fire_Test"of Interior Finish Material,Third-Edition,dated 919197 has been con- ducted using Superior Walls Xi Precast Insulated Foundation System. Guardian Fire Testing Labora#ories,Inc. conducted this test.It is identified by Report No.GL-79703.5 and is dated,February 21, 2003. The Superior Walls Xi system w.as tested.The walls are precast,with 2-112"extruded polystyrene foam, insulation in a steel-reinforced waI -The tested material covered an 8 foot high by 8 foot wide.section of a rear wall and an-8 foot wide section.:of a-side-wall in an 6.1`66t high by-8 foot,wide by 12 foot long room for a corner burn tire test. During the test,the interior finish 2-112"thick extruded polystyrene insulation showed no flaming and-no smoking: Conclusion: The Superior-Walls X_i►mall system,with 2-112"thick extruded polystyrene insulation, did not flame and did not smoke during the test period. The tested materials successfullymet ttr-e conditions of the test standard,UL 1715,Fire.Test of I nterior Finish Material,Third Edition,dated 9/9197. The International Code Council Evaluation Service,in ESR-1662, Section 4.4,,recognizes that an "in- dependent thermal barrier,separating the foam plastic from the,interior-of the building,is not required based on testing conducted in accordance-with-Section 2603.9 of the applicable code." 02010 Superior Wails ofArnerica, Ltd. TDFG:86 TECHNICAL GUIDE 02/01/10 ICC Most Widely Accepted and Trusted EVALUATION SERVICE L..j Innovation ICC-ES Report . . ' •. 08/2016 :11 DIVISION:03 00 00—CONCRETE SECTION:03 41 00—PRECAST STRUCTURAL CONCRETE REPORT HOLDER: SUPERIOR WALLS OF AMERICA, LTD. 937 EAST EARL ROAD NEW HOLLAND, PENNSYLVANIA 17557 EVALUATION SUBJECT: SUPERIOR WALLS Xi AND Xi PLUS PRECAST CONCRETE FOUNDATION WALLS c ICC . ICC IC C C � l PMG LISTED Look for the trusted marks of Conformity! \\ \1RI "2014 Recipient of Prestigious Western States Seismic Policy Council ■an (WSSPQ Award in Excellence" A Subsidiary of coo c oNc e ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not 80Qcs""NO f° specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1 recommendation for its use. There is no warranty by ICC Evaluation Service,LLC, express or implied, as umea vs to any finding or other matter in this report, or as to any product covered by the report. vno=CGn*a9= AccrEA f4 CCN Copyright 0 2016 ICC Evaluation Service, LLC. All rights reserved. Superior Walls of America,Ltd. November 29, 2017 superior Walls Corporate Headquarters 937 East Earl Rd Mr. Michael J. Verity New Holland,PA 17557 Chief Building Inspector Phone:800-452-9255 Town of Southold Fax: 717-351-9262 54375 Route 25 www.supedorwalls.com Southold, NY 11971 RE: Approval of Superior Walls without a thermal barrier. Dear Mr. Verity: I am writing this letter to ask that you approve the use of the Superior Walls precast foundation system in your jurisdiction without a thermal barrier. Here are some facts to help you. 1.) The 2015 International Residential Code allows for properly tested assemblies to be approved without a thermal barrier according to section R316.6 titled "Specific Approval'. The Superior Walls Xi product was tested in accordance with the UL-1715, which is one of the approved fire tests listed in Section R316.6. The wall did not flame or smoke during the test. See page TDFG:34 from the Superior Walls Technical Guide. This page summarizes the UL1715 fire test results for the Xi wall system. Also attached is a code commentary logic diagram. It highlights the IRC use and installation requirements of foam plastic in building construction, which includes the pathway to compliance of an assembly meeting the requirements of section R316.6. 2.) ESR-1662 Section 4.4 titled "Thermal Barrier"says that"An independent thermal barrier, separation the foam plastic is not required based on testing conducted in accordance with Section 2603.9 of the applicable code." Section 2603.9 includes the UL-1715 fire test. This statement encompasses both commercial and residential projects, because ESR 1662 Evaluates the Superior Walls Xi precast concrete foundation wall to both the 2006, 2009, 2012 and 2015 IRC and IBC. If the product meets the requirements for section 2603.9 then it also meets the requirements of section R314.6. I invite you to call me if you have any further questions. My direct number is (717)208-2417, or my cell (717)490-5894. Please see our web site for more 1� details about the product—www.superiorwalls.com Respectfully, P SUPERIOR WALLS OFA ERICA, LTD. ALV Ed Helderman Codes and Standards Manager Enclosure: ESR-1662, p3-79 and p3-85 of 2006 Code Commentary, Page FT3 from the Superior Walls Technical Guide. Cc. Mike Patterson ESEVAWATIONSERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1662 Reissued August 2016 Corrected October 2016 This report is subject to renewal August 2018. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION:03 00 00—CONCRETE Section:03 41 00—Precast Structural Concrete GREAT LAKES SUPERIOR WALLS 4555134TH AVENUE REPORT HOLDER: HAMILTON,MICHIGAN 49419 SUPERIOR WALLS OF AMERICA,LTD. 1.0 EVALUATION SCOPE 937 EAST EARL ROAD 1.1 Compliance with the following codes: NEW HOLLAND,PENNSYLVANIA 17557 (800)452-9255 ■ 2015, 2012, 2009 and 2006 International Building www.superiorwalls.com Code®(IBC) ■ 2015, 2012, 2009 and 2006 International Residential EVALUATION SUBJECT: Code®(IRC) SUPERIOR WALLS Xi AND Xi PLUS PRECAST ■ 2013 Abu Dhabi International Building Code(ADIBC)t CONCRETE FOUNDATION WALLS tThe ADIBC is based on the 2009 IBC 2009 IBC code sections referenced in this report are the same sections in the ADIBC ADDITIONAL LISTEES: Properties evaluated: SUPERIOR WALLS BY ADVANCED CONCRETE ■ Structural SYSTEMS,INC. ■ Fire-resistance rating 55 ADVANCED LANE MIDDLEBURG,PENNSYLVANIA 17842 ■ Surface burning characteristics SUPERIOR WALLS OF CENTRAL VIRGINIA ■ Dampproofing 10101 SUPERIOR WAY ■ Thermal Barrier AMELIA,VIRGINIA 23002 1.2 Evaluation to the following green code(s) and/or SUPERIOR WALLS BY COLLIER FOUNDATION standards: SYSTEMS INC. ■ 2013 California Green Building Standards Code 1500 ELLSWORTH AVENUE,SUITE 210 (CALGreen), Title 24, Part 11 HEIDELBERG, PENNSYLVANIA 15106 ■ 2012 and 2008 ICC 700 National Green Building SUPERIOR WALLS OF EAST TENNESSEE StandardTTM ([CC 700-2012 and ICC 700-2008) 10144 SPARTA HIGHWAY ROCK ISLAND,TENNESSEE 38581 Attributes verified: SUPERIOR WALLS SYSTEMS, LLC ■ See Section 3.0 DBA:SUPERIOR WALLS OF NORTH CAROLINA 2.0 USES 3570 SOUTH MAIN STREET The Superior Walls Xi and Xi Plus Precast Concrete SALISBURY,NORTH CAROLINA 28147 Foundation Walls (including basement walls) are used to SUPERIOR WALLS OF NEW JERSEY support wood frame construction. 92 REESE ROAD 3.0 DESCRIPTION MILLVILLE,NEW JERSEY 08332 The Superior Walls Xi and Xi Plus Precast Concrete SUPERIOR WALLS OF UPSTATE NEW YORK Foundation walls are formed from 5,000 psi (34.4 MPa) 7574 EAST MAIN ROAD compressive strength normal-weight concrete that contains LIMA,NEW YORK 14485 synthetic fibers. Superior Walls Xi and Xi Plus Precast Concrete Foundation Walls consist of a 13/4-inch-thick SUPERIOR WALLS BY WEAVER PRECAST (44 mm) exterior face shell, monolithically cast with 824 EAST MAIN STREET 101/4-inch-wide (260 mm) top and bottom bond beams, EPHRATA,PENNSYLVANIA 17522 and 21/4-inch-by-71/2-inch (57 mm by 190.5 mm) concrete ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use.There is no warranty by ICC Evahiation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 5 ESR-1662 I Most Widely Accepted and Trusted Page 2 of 5 studs at 24 inches(610 mm)on center.The only difference Beam pockets must be designed and constructed in between the Xi and Xi Plus is that the shell is bonded to accordance with the details, dimensions and specific 21/2-inch-thick (63 5 mm) rigid cellular polystyrene for the loading limitations given in the engineered design Xi and to a 5-inch insulation assembly consisting of drawings.See Figure 3 for typical beam pocket details 41/2-inch (114.3 mm) rigid cellular polystyrene and a Design of the footing supporting Superior Walls Xi and Xi /2-inch (12.7 mm) layer of DOW Thermax recognized Plus walls must be in accordance with the applicable code. under ESR-1659 on the inside face for the Xi Plus. Each The footing must extend below the frost line of the locality, stud is wrapped with 1-inch-thick (25.4 mm) expanded as required by the applicable code. polystyrene insulation on three exposed sides and faced with a galvanized steel channel for interior finish fastening. For jurisdictions adopting the IRC, installation of Superior Chase openings with knockouts are provided in each stud Walls Xi and Xi Plus walls on gravel footings is permitted for plumbing and electrical wiring. as noted in IRC Section R401 2, provided the construction Panels are available in heights of 4 feet (1219 mm), details comply with Section R403.4 and the details noted in 8 feet 2 inches (2489 mm), 9 feet(2743 mm) and 10 feet Table 1 of this report. (3048 mm), with corresponding weights of 170, 303, 329 The capacity of the bolted connection at the top and and 361 Ib/ft (253, 451, 490 and 537 kg/m), respectively. bottom of the panels, using 1/2-inch-diameter by-21/2-inch- The panels are available in various lengths See Figures 1 long (12.7 mm by 63.5 mm) hex head bolts through the and 2. bond beams and a 1/2-inch-diameter by-51/2-inch-long The attributes of the wall panels have been verified as (12.7 mm by 140 mm) hex head bolt through the footing conforming to the provisions of (i) CALGreen Sections beams, to transfer loads induced by lateral loads in the A4.404.3.3 for premanufactured building systems; (ii) ICC plane of the wall, is limited to 1,500 Ibf (6675 N). See 700-2012 Section 601.5 and 11.601.5 for prefabricated Figure 4 for typical details. components; and (iii) ICC 700-2008 Section 601.5 for Details involving openings in the foundation walls have prefabricated components Note that decisions on not been evaluated and are beyond the scope of this compliance for those areas rest with the user of this report. report. The user is advised of the project-specific provisions that The Superior Xi and Xi Plus walls must be laterally may be contingent upon meeting specific conditions, and supported at the top and bottom of the panels. the verification of those conditions is outside the scope of this report. These codes or standards often provide 4.2 Fire-resistance-rated Wall Construction: supplemental information as guidance. With the addition of two layers of 5/8-inch(15.9 mm)Type X 4.0 DESIGN AND INSTALLATION gypsum wallboard complying with ASTM C1396, attached 4.1 Design Details: to the stud facing in accordance with the applicable code, Superior Walls Xi and Xi Plus walls with a Backfill material must not exceed 100 Ibf/ft2/ft maximum allowable axial compressive load of 3,000 Ibf/ft (1602 kg/m2/m) equivalent fluid pressure for the 4-foot (43 779 N/m) (including ledger loads) have a two-hour (1219 mm), 8-foot-2-inch (2489 mm), 9-foot (2743 mm) fire-resistance rating. and 10-foot tall (3048 mm)Superior Walls. The walls have 4.3 Dampproofing: a combined (ledger plus wall loads above the foundation wall) maximum allowable axial compressive load of Superior Walls Xi and Xi Plus walls have been evaluated 7,500 Ibf/ft(109,453 N/m). as an alternative method of providing foundation wall Use of Superior Walls Xi and Xi Plus walls with a dampproofing, therefore, no additional dampproofing is brick ledge is limited to an allowable load of 2,900 Ibf/ft required. (42 320 N/m)on the brick ledge, which is to be considered 4.4 Thermal Barrier: as part of the allowable load of the wall noted in this An independent thermal barrier, separating the foam section. plastic from the interior of the building, is not required Above-grade foundation stem wall applications in which based on testing conducted in accordance with Section negative transverse loads (such as leeward side wind 2603.9 of the 2015, 2009, and 2006 IBC(Section 2603.10 pressure) in accordance with the applicable code are of the 2012 IBC) developed, must be limited to applications where the 4.5 Installation Details: negative design wind pressure does not exceed 80 psf (3.83 kN/m2) Above-grade foundation stem wall Superior Walls Xi and Xi Plus walls must be installed in applications in which positive transverse wind loads, in accordance with this report and the design details and accordance with the applicable code, are developed must calculations,as noted in Section 5.5 of this report be limited to applications where the allowable wind Construction details noted in Superior Walls documents pressure does not exceed 155 psf(7.42 kN/m ) such as the Builder Guideline Booklet, have not been The allowable racking shear load on the Superior Xi and evaluated and are beyond the scope of this report. Xi Plus foundation walls is limited to a maximum of 500 plf 5.0 CONDITIONS OF USE (7300 N/m). Construction using the Superior Walls Xi and Xi Plus system is limited to those Seismic Design The Superior Walls Xi and Xi Plus Precast Concrete Categories specified in Section 5.7 Foundation Walls described in this report comply with, or Use of Superior Walls Xi and Xi Plus walls with beam are suitable alternatives to what is specified in, those pockets utilizing two support studs is limited to applications codes listed in Section 1.0 of this report, subject to the where the maximum allowable load applied to the beam following conditions: pocket does not exceed 16,000 Ibf (71 200 N) for a 5.1 Superior Walls Xi and Xi Plus walls must be 10-foot-high (3048 mm) panel and 13,000 Ibf (57 800 N) manufactured, identified and installed in accordance for shorter heights. Other beam pocket configurations are with this report and the information required by outside the scope of this report. Section 5.5 of this report. ESR-1662 I Most Widely Accepted and Trusted Page 3 of 5 5.2 Where underground water investigation, required by 5.6 Installation must be done by Superior Walls–certified the applicable code, indicates that a hydrostatic installers. pressure condition exists,the foundation wall must be 5.7 Superior Walls Xi and Xi Plus walls used as lateral waterproofed in accordance with the applicable code. force–resisting systems are limited to Seismic Design Evaluation of the waterproofing material is outside the Category A or B under the IBC and to Seismic Design scope of this report. Category A, B or C under the IRC. 5.3 Connection of adjacent Superior Walls Xi and Xi Plus 5.8 Superior Walls must be manufactured at the locations walls must be inspected to verify application of the noted under "Additional Listees" in this report, in sealant and bolts in accordance with the submitted accordance with the Superior Walls of America, Ltd., design drawings. Quality Assurance Manual, dated September 2014, 5.4 Soil capacity of the site must be consistent with the and with inspections by ICC-ES. requirements of the applicable code. For jurisdictions 6.0 EVIDENCE SUBMITTED adopting the IRC, the soil capacity of the site, in lieu of a complete geotechnical evaluation, must be 6.1 Data in accordance with the ICC-ES Acceptance assumed to have the load-bearing values specified in Criteria for Foam Plastic Insulation (AC12), dated IRC Table R401.4.1. June 2015 (Editorially revised May 2016), including a 5.5 Design calculations and drawings must be submitted report of a fire test in accordance with 2603.9 of the to the code official for approval. The documents must 2015, 2009, and 2006 IBC (Section 2603.10 of the be prepared by a registered design professional 2012 IBC) where required by the statutes of the jurisdiction in 6.2 Results of water permeability tests conducted in which the project is to be constructed. The design accordance with ASTM E96. calculations and details must address, at a minimum, the following: 6.3 Data in accordance with the ICC-ES Acceptance Criteria for Concrete Floor, Roof and Wall Systems ■ Details of waterproofing, if applicable and Concrete Masonry Wall Systems (AC15), dated ■ Depth of footing and footing specifications February 2010 (Editorially revised April 2015), consistent with this report. including reports of beam pocket tests. ■ Investigation of resistance to overturning and uplift 6.4 Report of fire-resistance tests conducted in forces. accordance with ASTM El 19. ■ Details for lateral support of the top and bottom of 7.0 IDENTIFICATION Superior Walls Xi and Xi Plus walls Each Superior Walls Xi and Xi Plus precast panel must ■ Verification that the loading requirements at the bear a label with the evaluation report number(ESR-1662). jobsite do not exceed the allowable loads and The label must be attached at mid-height, near the center details (including the foundation details) noted in of each wall panel.Additionally, each project must have at Section 4.1 of this report. The calculations must least one label on the foam insulation of one panel noting include verification that the combined loading the name of the manufacturer, the name of the installer, conditions,such as out-of-plane and vertical loads, and the manufactured and installation dates. do not exceed the allowable loads noted in this report. TABLE 1—MINIMUM DEPTH OF CRUSHED STONE FOOTING(inches) SOIL TYPE AND LOAD BEARING CAPACITY(psf) CONSTRUCTION TYPE 1,500 2,000 3,000 (Assumed Wall Loading) SC,GC,SM,GM 4,000 MH,CH,CL,ML SP,SW GP,GW Conventional Light-frame Construction 1-story (1,100 pounds per linear foot) 4 4 4 4 2-story (1,800 pounds per linear foot) 4 4 4 4 3-story 1(2,900 pounds per linear foot) 12' 8 4 4 Masonry Veneer over Light-frame Construction 1-story (1,500 pounds per linear foot) 4 4 4 4 2-story (2,700 pounds per linear foot) 10' 6 4 4 3-story (4,000 pounds per linear foot) 20' 12' 6 4 For SI: 1 inch=25 4 mm,1 psf=0.0479 kN/mZ, 1 plf=14.6 N/m 'Stone must be vibrated in a maximum 8-inch lifts. ESR-1662 I Most Widely Accepted and Trusted Page 4 of 5 LATBRALSUPPORTHY 101M ANDIORBLOCKING SU PMUORWALIS AS SPECIFIBDBY AS DESCRIBFDBY CONSTRUCTION DOCUMENTS TmS REPORT FH4SHEDQ ADB 1-- tl � i i CHASS OPENING / (TYPICAL} 1?4'INCH FACE SK Lt. a \ \ 2%BYE INCH / CONCR M STUD. - �. 1 24INCSFSONCEN T`BR S! 10i GALVANIZED MI)FACM Y�Y i FOAM e e PLASS C f 1 � 1 1 LATFIRAL SUPPORT 1 AS SPECIPIBD BY CONSMC110N DOCl1h TS \ \ i tl i a 1 FOUNMATION DRALVAT,IE SYSTEM AS SPECMW BY CONSTRUCTION DOCUMENTS FIGURE 1-TYPICAL SUPERIOR WALL VERTICAL SECTION DETAIL ommolt) 1 Y4 INCH FACS SHML FOAM PLOXIC DMM A77ON - --------------- ----------____-_ __-_-_--__ ut lul 1--. 2aB7f'?Y2INCH CONCRETE STU%24INCMS ONCMaM GALVANEMD,STQD FACING FIGURE 2—TYPICAL SUPERIOR WALL HORIZONTAL SECTION DETAIL ESR-1662 I Most Widely Accepted and Trusted Page 5 of 5 '1. - 6 d FIGURE 3—TYPICAL BEAM POCKET DETAIL Hiiiiii'leuii'iikui {i ii;llei'� 1;1, riilC;•�l•,rnunnl i, n rlNiiullilil' ,r ,nlln;I Inn, ;Inn1 .1 it is'"0 sllssA'ss iiAfissi;f;iis" iiaasls Iisisls `Ir iiM1O;�ni':::II i,n, iili;iii,to tit n: ununuil r lr rl;rl n {.ii' n isr rr� I:cs' ,IT s 1 �s I ,;ss, l,l i �6ia sn' iinllssl„s;ln,;lislsss sissl;aul,llr�n, , s nr,rl,r i nl;l rn 1 r.l Ilnn I 111;1/11111{111 11IIO1;1 111n1 I,l, 1 II;�1 Iln;l Ir1P'Ii ; ,I{0 i1 l;l;ilrl;lijl' .1 il;;, nI „, ,r 1 nr 1 s°„ iirllr;i,; i'tl:!it 1 I r,Incl r :;n,;H; ,I;;r . 11::a,;�nel w: I,;1 , l;Il': u;1;I, n{1;iui'i,nnnl;ur ituu ! 'nuu;i' i I{i;,rt, :;;n; ; it ii I i i ri i ii n=i;i',N ti,l it,r n r a n n it li n it ii rl li;;; ri n;i rl ii ii tri it ri n H. i, uu n Innl I nnnnn,nnn,�It. el ill n nnunnnr, , Inn Hit lin I i,;u lit. el, n;lnaall elnan nll :;i.inliuun al;nii, 'i ii it n';n,I n�;II I{li L{,hN:;:; I;t1:!'f;t 11 11 l::LliliR{II;Siil: I i;;lrnr r i::iir ul{'rin rinnun' e':r nin i',II vI S'e ; u'ro r itll19l1;I'ri'Ctl ':i,n'irinil it;lii, 31 ;nnuur:ilnunll, r,nil i{17 u'qr,ini li .inl tnii l;i{rirl it it it tllr r 11, YI 111 ni nnnRbnU nl ., I (Irl Il �nn n,r;;I' i;r r rin,;nn, .,r, ;; rlr ru11;” ni1;:n;ilinr;;:iu r, n N: 1i Inn nau+innin,ul;li Su;nliuuirnrll i;ii;iur',n,i;ii�l'u i+ iunnrllLirnrlr, Inn�nil Il;;r „ ;l;;nunl;rl l�( ; =r' 'i;s1s ;li i;nl r,ilnnnnnnn;;ull na,;lr it In ei ii iil n;In nuunuu ort nI, , r n nn lion, I I,I Ii: i.n n.=r°il;u rnnl ii ISE r;li;,'� Is ; ; lou;,nn;{` :iunn it li IN!I it li;1 1{ 1;r l It I,1 it;l ` ii Il it 11;1 III 11 ii ii I;,1 1 ;e, nn 1 t1; 1 Y 11e 1;1 B B .ELEVATION, love Ri• DETAIL A DETAILS FIGURE 4—TYPICAL WALL CONNECTION DETAIL tsectlon K3 i u.z7i Yes Doas the,application meet Suction R316.3- FS:?51 SUZ450 at jV thick,max',or is it No covered by the exception? Deas th 'application meet any of the, �p Does the-a>R9316.67 , ot owe applicdoiYes �quireer�ea#s in Sec9 a meet Se 8316.57 Is [hero a thermal barder No In place'per Sectich 831 . ? yes Yes y6 Is the'application in �-ay�heavy,*t6 'ite- c► infe iflon area_ MEETS CODE awarding to Section 1318.3? Yes Is the use of 150iftm plastic.in the Not code appkiOon in compliant accordance with Section R318.3? Yea g1S CODE ESR-1662 I Most Widely Accepted and Trusted Page 2 of 5 studs at 24 inches(610 mm)on center. The only difference Beam pockets must be designed and constructed in between the Xi and Xi Plus is that the shell is bonded to accordance with the details, dimensions and specific 21/2-inch-thick (63.5 mm) rigid cellular polystyrene for the loading limitations given in the engineered design Xi and to a 5-inch insulation assembly consisting of drawings See Figure 3 for typical beam pocket details. 41/2-inch (114 3 mm) rigid cellular polystyrene and a Design of the footing supporting Superior Walls Xi and Xi /2-inch (12.7 mm) layer of DOW Thermax recognized Plus walls must be in accordance with the applicable code. under ESR-1659 on the inside face for the Xi Plus. Each The footing must extend below the frost line of the locality, stud is wrapped with 1-inch-thick (25.4 mm) expanded as required by the applicable code. polystyrene insulation on three exposed sides and faced with a galvanized steel channel for interior finish fastening. For jurisdictions adopting the IRC, installation of Superior Chase openings with knockouts are provided in each stud Walls Xi and Xi Plus walls on gravel footings is permitted for plumbing and electrical wiring. as noted in IRC Section R401.2, provided the construction Panels are available in heights of 4 feet (1219 mm), details comply with Section R403.4 and the details noted in 8 feet 2 inches (2489 mm), 9 feet(2743 mm) and 10 feet Table 1 of this report. (3048 mm), with corresponding weights of 170, 303, 329 The capacity of the bolted connection at the top and and 361 Ib/ft (253, 451, 490 and 537 kg/m), respectively. bottom of the panels, using 1/2-inch-diameter by-21/2-inch- The panels are available in various lengths. See Figures 1 long (12.7 mm by 63.5 mm) hex head bolts through the and 2. bond beams and a 1/2-inch-diameter by-51/2-inch-long The attributes of the wall panels have been verified as (12.7 mm by 140 mm) hex head bolt through the footing conforming to the provisions of (i) CALGreen Sections beams, to transfer loads induced by lateral loads in the A4.404 3 3 for premanufactured budding systems, (ii) ICC plane of the wall, is limited to 1,500 Ibf (6675 N). See 700-2012 Section 601.5 and 11.601 5 for prefabricated Figure 4 for typical details. components; and (iii) ICC 700-2008 Section 601.5 for Details involving openings in the foundation walls have prefabricated components. Note that decisions on not been evaluated and are beyond the scope of this compliance for those areas rest with the user of this report. report. The user is advised of the project-specific provisions that The Superior Xi and Xi Plus walls must be laterally may be contingent upon meeting specific conditions, and supported at the top and bottom of the panels. the verification of those conditions is outside the scope of this report. These codes or standards often provide 4.2 Fire-resistance-rated Wall Construction: supplemental information as guidance. With the addition of two lavers of 5/-inch(15.9 mm)Tie X 4.0 DESIGN AND INSTALLATION gypsum wallboard comp ying with ASTM C1396, attaac ea— 4.1 Design Details: o the stud acing in accordance with the applicable code, Superior Walls Xi and Xi Plus walls with a Backfill material must not exceed 100 Ibf/ft2/ft maximum allowable axial compressive load of 3,000 Ibf/ft (1602 kg/M2/M) equivalent fluid pressure for the 4-foot (43 779 N/m) (including ledger loads) have a two-hour (1219 mm), 8-foot-2-inch (2489 mm), 9-foot (2743 mm) fire-resistance rating. and 10-foot tall (3048 mm)Superior Walls The walls have 4.3 Dampproofing: a combined (ledger plus wall loads above the foundation wall) maximum allowable axial compressive load of Superior Walls Xi and Xi Plus walls have been evaluated 7,500 Ibf/ft(109,453 N/m). as an alternative method of providing foundation wall Use of Superior Walls Xi and Xi Plus walls with a dampproofing; therefore, no additional dampproofing is brick ledge is limited to an allowable load of 2,900 Ibf/ft re uir (42 320 N/m)on the brick ledge, which is to be considered 4.4 Thermal Barrier: as part of the allowable load of the wall noted in this An independent thermal barrier, separating the foam section plastic from the interior of the building, is not required Above-grade foundation stem wall applications in which based on testing conducted in accordance with Section negative transverse loads (such as leeward side wind 2603.9 of the 2015, 2009, and 2006 IBC (Section 2603 10 pressure) in accordance with the applicable code are of the 2012 IBC). developed, must be limited to applications where the 4.5 Installation Details: negative design wind pressure does not exceed 80 psf (3.83 kN/m2). Above-grade foundation stem wall Superior Walls Xi and Xi Plus walls must be installed in applications in which positive transverse wind loads, in accordance with this report and the design details and accordance with the applicable code, are developed must calculations,as noted in Section 5.5 of this report. be limited to applications where the allowable wind Construction details noted m Superior Walls documents pressure does not exceed 155 psf(7.42 kNlm ). such as the Builder Guideline Booklet, -have not been The allowable racking shear load on the Superior Xi and evaluated and are beyond the scope of this report Xi Plus foundation walls is limited to a maximum of 500 plf 5.0 CONDITIONS OF USE (7300 N/m). Construction using the Superior Walls Xi and Xi Plus system is limited to those Seismic Design The Superior Walls Xi and Xi Plus Precast Concrete Categories specified in Section 5.7. Foundation Walls described in this report comply with, or Use of Superior Walls Xi and Xi Plus walls with beam are suitable alternatives to what is specified in, those pockets utilizing two support studs is limited to applications codes listed in Section 1.0 of this report, subject to the where the maximum allowable load applied to the beam following conditions: pocket does not exceed 16,000 Ibf (71 200 N) for a 5.1 Superior Walls Xi and Xi Plus walls must be 10-foot-high (3048 mm) panel and 13,000 Ibf (57 800 N) manufactured, identified and installed in accordance for shorter heights. Other beam pocket configurations are with this report and the information required by outside the scope of this report. Section 5 5 of this report. ESR-1662 I Most Widely Accepted and Trusted Page 3 of 5 5.2 Where underground water investigation, required by 5.6 Installation must be done by Superior Walls–certified the applicable code, indicates that a hydrostatic installers pressure condition exists,the foundation wall must be 5.7 Superior Walls Xi and Xi Plus walls used as lateral waterproofed in accordance with the applicable code. force–resisting systems are limited to Seismic Design Evaluation of the waterproofing material is outside the Category A or B under the IBC and to Seismic Design scope of this report. Category A, B or C under the IRC. 5.3 Connection of adjacent Superior Walls Xi and Xi Plus 5.8 Superior Walls must be manufactured at the locations walls must be inspected to verify application of the noted under "Additional Listees" in this report, in sealant and bolts in accordance with the submitted accordance with the Superior Walls of America, Ltd., design drawings. Quality Assurance Manual, dated September 2014, 5.4 Soil capacity of the site must be consistent with the and with inspections by ICC-ES. requirements of the applicable code. For jurisdictions 6.0 EVIDENCE SUBMITTED adopting the IRC, the soil capacity of the site, in lieu of a complete geotechnical evaluation, must be 6.1 Data in accordance with the ICC-ES Acceptance assumed to have the load-bearing values specified in Criteria for Foam Plastic Insulation (AC12), dated IRC Table R401 41 June 2015 (Editorially revised May 2016), including a 5.5 Design calculations and drawings must be submitted report of a fire test in accordance with 2603.9 of the to the code official for approval. The documents must 2015, 2009, and 2006 IBC (Section 2603.10 of the be prepared by a registered design professional 2012 IBC). where required by the statutes of the jurisdiction in 6.2 Results of water permeability tests conducted in which the project is to be constructed. The design accordance with ASTM E96. calculations and details must address, at a minimum, the following: 6.3 Data in accordance with the ICC-ES Acceptance Criteria for Concrete Floor, Roof and Wall Systems ■ Details of waterproofing, if applicable. and Concrete Masonry Wall Systems (AC15), dated ■ Depth of footing and footing specifications February 2010 (Editorially revised April 2015); consistent with this report including reports of beam pocket tests. ■ Investigation of resistance to overturning and uplift 6.4 Report of fire-resistance tests conducted in forces. accordance with ASTM El 19. ■ Details for lateral support of the top and bottom of 7.0 IDENTIFICATION Superior Walls Xi and Xi Plus walls. Each Superior Walls Xi and Xi Plus precast panel must ■ Verification that the loading requirements at the bear a label with the evaluation report number(ESR-1662). jobsite do not exceed the allowable loads and The label must be attached at mid-height, near the center details (including the foundation details) noted in of each wall panel. Additionally, each project must have at Section 4.1 of this report. The calculations must least one label on the foam insulation of one panel noting include verification that the combined loading the name of the manufacturer, the name of the installer, conditions, such as out-of-plane and vertical loads, and the manufactured and installation dates do not exceed the allowable loads noted in this report TABLE 1—MINIMUM DEPTH OF CRUSHED STONE FOOTING(inches) SOIL TYPE AND LOAD BEARING CAPACITY(psf) CONSTRUCTION TYPE 1,500 2,000 3,000 (Assumed Wall Loading) ' SC,GC,SM,GM 4,000 MH,CH,CL,ML SP,SW GP,GW Conventional Light-frame Construction 1-story (1,100 pounds per linear foot) 4 4 4 4 2-story (1,800 pounds per linear foot) 4 4 4 4 3-story 1(2,900 pounds per linear foot) 12' 8 4 4 Masonry Veneer over Light-frame Construction 1-story (1,500 pounds per linear foot) 4 4 4 4 2-story (2,700 pounds per linear foot) 10' 6 4 4 3-story (4,000 pounds per linear foot) 20' 12' 6 4 For SI:1,inch=25 4 mm, 1 psf=0 0479 kN/m2,1 plf=14 6 N/m. 'Stone must be vibrated in a maximum 8-inch lifts. ESR-1662 I Most Widely Accepted and Trusted Page 4 of 5 LATERAL SUPPORT By JOISTS ANDMR BLOCMG StIMMORWALLS ASSPBCWMBY ASDESCIMMBY CONSTRUCTION DOCUMENTS Tm PJWOR T FINISHM(IRADE CHASEOPENNO C(YPICAL) 1'INCH FACESHEM 'INCH 24 By*2 CON(3mrs ST= 24 INCHES 0,14 CBNTBIt CrALVAKIZEDSMIDIFACM FOAMPLAMC INSMATION LATERALSUPPORT ASSPECIPUMSY CONS'MUCUON D0CUb4Z:TrS FOUNDATION DRA014AGE SYSUM AS SPECHUD BY cossmucrION 0=749NTS FIGURE 1—TYPICAL SUPERIOR WALL VERTICAL SECTION DETAIL 00"Molt) 1$'lK=FACBSHELL FOAM PLASTIC MA)L4710K ----------- 2Y4 BY 7%WM CONCR=- STUD,24 INCMS ON CENM OALVA14M STM FACING, Prrmopo FIGURE 2—TYPICAL SUPERIOR WALL HORIZONTAL SECTION DETAIL ESR-1662 I Most Widely Accepted and Trusted Page 5 of 5 f 13,U0�16e d FIGURE 3—TYPICAL BEAM POCKET DETAIL I t it 111i iNE r Sl ;. dllll"' laA rrr;{rlr;;ljj 1.1r 11 II I;.I Il li ll ll+ bii;l is it it�l;� "11 I Illi 11:l.�:Irl 11 llpll , Ir {11 Ir Ir 1l rl rll Il' r r;nir rrr r, III❑n1 11 rlr lr l;; ;I iii rr1 ; f1��;l rr rl;I ;'; l;;11 IInl;ii;;.i lli il;r l;l;; :iil;l�al ll:ll:l;rinllA A;ili 'alll' ;rryun , + nlnn"nnr nn. nn 3Lh;Inun;i!!r !ni'u I�I nnn; nnunl I!!;"it n;ti; it ;I!�" i!!I l!'C;l;' rlo 311 It it Ili:I It 1;l1 :l;;+;;;f;;111/1111111 111111111 II 11 111111 I;li rr rl 1111nn11111111' Ir; 11 r 1 ;'li rrr 1 'it it r.nr a!'IlHa"'i li ti ill 'i rinit li 1111 iii I,Iit 1!'- ,i;I it it it rlrrI rr +;la Jl;:;irnn n' it rt+ 1ua I.0 .;rr 1; :;:i"':n ii it il;is 'iii 11 1ll1 lli .r it 11 r 1.„n;l rl.r J:l llr ! I' {; rin In++rr;1; ;:it i :1 1i':+;i"r rl;r";l”r' it :'.{u"I"' .;;;;:i:{i:;a.i'i;ill+ 1 I;rar{I:{1ul;n{1;{r rii; ;!{r:11 ill' n.l;l;!ititt; it it IN'I:.°:ior "nll;lllli{'I!';llii'{i luuunnnull ;l iiliirllu++unnur {1 rl: r lupi 11 n r luit unit It it it "il.;.!!;°;;! i;{{;l;.i:uuri:;i;n;rr .irr;;l;;lunl!{1!+{ill a In1l;rnu;:nn1;1+ ;it 1 nnnnn1n nnr In nu nonan our i;n nnu nnuu lit it it r ;;;.I°;i!l i;;l1 1 rnnnlrnnnrl li ri; ;;{loon uun uuun ii n+ln nn nnnil ' r I;lu!'!!L'ilill" ltlii!i'I;llll'€i!,"'it {i`iilillli'!I'ilitlt'I!l lllili:Illlf 11!l�1�+r+ !I{'i!'il'lliil! Illi: ; ;;;il 1:u1"nut .+6uuu1{n:lnnll i!! elms luu 11 ul 11 ll' iS 11 i'1 IuJ11 it n+ ; ,ii 1lr rlr va;;;;1;❑0111111 r1 a+ I Irr lr Ir rlr In it rl 111111 E,r iIrrlrr,1r111n1 :11.;.;rat 1nr r1 r;;1111:;lil:ir .nr r. rn I; Ar1n nna r ii iiiinC;li:;liun+{; ra1J:;;ln{ii{1 CIlnu�nll.;;l1n1 L' IriulluiiliP'!i nru rinl :l nuu11r11 li�nnl' li li'+' ii.lnl;unn II ;';11 Il lrri rr l+lir;r nll nr rr 1:;11! ! it Ir;rI 1111 rr 1111 I� i is tiil1'liiili, ai If'lli+'ililill�! nL�'!l ;;';7llilll�iill "ili. A!;'liiii"ll i' illiiii:l:i;:ln 7.1 i1' nn iirij I;lilnli{II ii lliiuiilliiii'!'l' B B ELEVATION ------------------- 1ove DETAIL A DETAIL B FIGURE 4—TYPICAL WALL CONNECTION DETAIL 1 Generated by REScheck Web Software Compliance Certificate Project Munnatawket Road nE gDEPT Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction orientation: Bldg.faces 270 deg.from North Conditioned Floor Area: 2,500 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: �, ( g hP l�uv►v��au �° 1�(al'� I zv� .� ✓� rt Vol�'`( I��z�C�►fi��Ts Compliance: 10.3%Better Than Code Envelope Assemblies Gross Area Glazing Assembly or cavity Cont. or Door LIA Crawl:Solid Concrete or Masonry 615 0.0 12.5 0.065 27 Wall height:4.0' Depth below grade:3.2' Insulation depth:4.0' Basement-West:Masonry Block w/Integral Insulation 272 0.0 12.5 0.045 12 Orientation:Front Wall height: 10.0' Depth below grade:9.3' Insulation depth: 10.0' Basement-South:Masonry Block w/Integral Insulation 188 0 0 23.3 0.030 6 Orientation:Right side Wall height: 10.0' Depth below grade:9.3' Insulation depth: 10.0' Wall-1 West:Structural Insulated Panels 745 23.3 0.046 26 Orientation: Front Window 2:Wood Frame,2 Pane w/Low-E 24 0.320 8 Orientation: Front Window 3:Wood Frame,2 Pane w/Low-E 24 0.320 8 Orientation: Front Window 4:Wood Frame,2 Pane w/Low-E 24 0.320 8 Orientation:Front Window 5:Wood Frame,2 Pane w/Low-E 24 0.320 8 Orientation:Front Window 6:Wood Frame,2 Pane w/Low-E 6 0.310 2 Orientation:Front Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 1 of 10 Gross Area Glazing Assembly Cavity Cont. or or Door UA Window 7:Wood Frame,2 Pane w/Low-E 6 0.310 2 Orientation:Front Window 14:Wood Frame,2 Pane w/Low-E 12 0.310 4 Orientation:Front Window 15:Wood Frame,2 Pane w/Low-E 12 0.310 4 Orientation:Front Window 16:Wood Frame,2 Pane w/Low-E 12 0.310 4 Orientation: Front Window 18:Wood Frame,2 Pane w/Low-E 7 0.310 2 Orientation:Front Window 19:Wood Frame,2 Pane w/Low-E 7 0.310 2 Orientation:Front Door:Glass 30 0.340 10 Orientation: Front Wall-2 West:Structural Insulated Panels 350 23.3 0.046 14 Orientation: Front Window 9:Wood Frame,2 Pane w/Low-E 2 0.270 1 Orientation: Front Window 10:Wood Frame,2 Pane w/Low-E 2 0.270 1 Orientation:Front Window 11:Wood Frame,2 Pane w/Low-E 2 0.270 1 Orientation:Front Window 20:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Front Window 21:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Front Window 22:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Front Window 23:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Front Door:Glass 34 0.320 11 Orientation:Front Wall:Structural Insulated Panels 112 12.5 0.081 8 Orientation:Back Door:Solid 18 0.091 2 Orientation: Back Wall-2a West:Structural Insulated Panels 80 23.3 0.046 3 Orientation: Front Window 26:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Front Window 27:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Front Wall-3 West:Structural Insulated Panels 275 23.3 0.046 11 Orientation:Front Window 12:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation:Front Window 13:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation:Front Window 24:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Front Window 25:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Front Wall-1 South:Structural Insulated Panels 400 23.3 0.046 16 Orientation:Right side Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation:Right side Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation:Right side Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 2 of 10 Gross Assembly or Cavity Cont. or Door UA Perimeter U-Factor Door:Glass 36 0.320 12 Orientation: Right side Wall-2 South:Structural Insulated Panels 80 23.3 0.046 3 Orientation:Right side Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Right side Wall-1 East:Structural Insulated Panels 365 23.3 0.046 16 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 8 0.310 2 Orientation: Back Wall-2 East:Structural Insulated Panels 385 23.3 0.046 16 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 6 0.310 2 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 6 0.310 2 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Back Window-Wood Frame, 2 Pane w/Low-E 4 0.310 1 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 4 0.310 1 Orientation: Back Wall-3 East:Structural Insulated Panels 755 23.3 0.046 31 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 7 0.310 2 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 7 0.310 2 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Back Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation:Back Window:Wood Frame,2 Pane w/Low-E 27 0.300 8 Orientation:Back Wall-1 North:Structural Insulated Panels 285 233 0.046 11 Orientation: Left side Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Left side Window:Wood Frame,2 Pane w/Low-E 10 0.310 3 Orientation: Left side Door:Glass 36 0.320 12 Orientation:Left side Wall-2 North: Structural Insulated Panels 230 23.3 0.046 10 Orientation: Left side Window:Wood Frame,Single Pane 4 0.310 1 Orientation: Left side Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 3 of10 Gross Area Glazing Assembly or Cavity Cont. or Door UA Window:Wood Frame,Single Pane 4 0.310 1 Orientation:Left side Ceiling:Structural Insulated Panels 1,215 30.3 0.034 41 Mechanical Equipment Description . Efficiency - Forced Hot Air Gas 86.5 AFUE Electric Central Air Electric 17 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versionto con the mandatory requirements listed in the RES heck Inspe11 Jd- c hecklist. _ v✓� r`I rI I 111 ,ILIA, ctN Name-Title SighgUreN ate Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 4 of 10 REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance'is itemized in a separate table, a reference to that table is provided. 5'ection,- Plans Verified Fie_Id Verified # , Pre-Inspection/Plan Review Value Value Complies?, Comments/Assumptions "Req.ID 103.2 ;Construction drawings and (I ❑Complies [PR111 !documentation sufficiently ! ❑Does Not U demonstrates energy code ;compliance for the building ❑Not Observable lenvelope. :. ❑Not Applicable 103.2, 'Construction drawings and J❑Complies ; 403.7 I documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code } ,. , J Icompliance for lighting and JElNot Observable !mechanical systems.Systems ❑Not Applicable :serving multiple dwelling units must demonstrate compliance with the commercial code. j 403.6 Heating and cooling equipment is: Heating: ; Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. ❑Not Observable Btu/hr ; Btu/hr I❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 5 of 10 2010 New York Foundation inspection Complies? Comments/Assumptions Energy 303.2.1 }Exposed foundation insulation ;❑Complies [FO11 ;protection. :❑Does Not U :❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 6 of 10 Section` Plans Verified Field Verified # Framing/Rough-In.Inspection Complies? CommenYslAssumptions &Req.ID Value Value, 402.4.4 ;Fenestration that is not site built 1❑Complies [FR20]1 hs listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ; for has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. J 402.4.5 IC-rated recessed lighting fixtures . R., ❑Complies ; [FR16]2 sealed at housing/interior finish ;';i❑Does Not and labeled to indicate&It;= 2.0 {{{{cfm leakage at 75 Pa " ❑Not Observable ; • " I❑Not Applicable 1 403.2.1 !Supply ducts in attics are R- R- ;❑Complies [FR12]1I insulated to R-8.All other ducts R R_ E❑Does Not I in unconditioned spaces or 'J ; ;❑Not Observable outside the building envelope are, , ;insulated to R-6.Not applicable if ; ;❑Not Applicable !all systems are ductless. 403.2.2 IAII joints and seams of air ducts, ' ", ❑Complies ; [FR13]1 !air handlers,filter boxes,and ❑Does Not v !building cavities used as return ; (ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 ;Building cavities are not used as , _ JE]Complies ; [FR15]3 !ducts or plenums ❑Does Not I • ❑Not Observable "{ ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to R-3. ,❑Not Observable ' ❑Not Applicable 403.4Circulating service hot water ; R- R- ❑Complies [FR18]?2 pipes are insulated to R-2. T❑Does Not ;❑Not Observable ;❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 I installed on all outdoor air ❑Does Not I intakes and exhausts. l ❑Not Observable [ i ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 7 of 10 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 JAll installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 8 of 10 ESection Plans Verified Field Verified Final Inspection Provisions - Value ValueComplies? Comments/Assumptions , - - 402.4.2, ;Building envelope tightness ; ACH 50= ; ACH 50= ;❑Complies ; 402.4.2.1 !verified by blower door test result! :❑Does Not [FI17]1 !of&It;7 ACH at 50 Pa.This :requirement may instead be met ; I❑Not Observable ; Evia visual inspection, in which I ;❑Not Applicable ;case verification may need to ! ! :occur during Insulation !Inspection. ; 402.4.3 fireplaces have ❑Complies [FI8]2 lWood-burning gasketed doors and outdoor ❑Does Not combustion air. []Not Observable ; j ❑Not Applicable 403.2.2 !Duct tightness via post- ; cfm cfm ;❑Complies [FI4]1 !construction with maximum ! ]❑Does Not I leakage of 8 cfm to outdoors,or C0 ;12 cfm across systems.For ; bNot Observable ;rough-in tests,verification may I ! ;❑Not Applicable !need to occur during Framing ;Inspection,with maximum ; Ilea kage of 6 cfm across systems ! ; ;and 4 cfm without air handler. 403.1.1 I Programmable thermostatsJ❑Complies [FI9]2 l installed on forced air furnaces. ❑Does Not J ❑Not Observable f a i❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies [FI1012 on heat pumps. ❑Does Not U ❑Not Observable ❑Not Applicable , 403:4 Circulating service hot water -❑Complies [Fill]z systems have automatic or ❑Does Not accessible manual controls. 11 ! ❑Not Observable ( ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 j heaters for swimming pools. ❑Does Not �'❑Not Observable , ❑Not Applicable 403.9.2 ;Timer switches on pool heaters „ ❑Complies [FI].9]3 !and pumps are present. ❑Does Not OJ I ❑Not Observable ! ❑Not Applicable 403.9.3 J Heated swimming pools have a -,J❑Complies ; [F[20]3 !cover.Covers on pools heated ❑Does Not V lover 90°F are insulated to R-12. ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ]EINot Observable ! ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating ❑Does Not g equipment have been provided. ` ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 9 of10 1 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Munnatawket Road Report date: 05/09/14 Data filename: Page 10 of10 N.J/ 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 23.30 Floor 12.50 Ceiling/Roof 30.30 Ductwork(unconditioned spaces): Door Window 0.30 0.57 Door 0.32 0.20 CoolingHeating& Forced Hot Air 86.5 AFUE Electric Central Air 17 SEER Water Heater: Name• Date• Comments r` E N O N U M400 � bb N N N o '3'C C W U O J SINGLE FAMILY RESIDENCE _� O V U MUNICIPAL WATER I r-4 ►-� `� ROOF AREA = 1450 SF } W I ON SITE SEPTIC SYSTEM GRAVEL PARKING = 670 SF PROPOSED ROOF LEADER REQUIRED = 1450 SF X 1.0 + 670 SF X 0.6 X 2/12 = 309 CF q� ., / MONUMENT RESIDENCE 309 CF / 28.27 CF/VF = 10.9 VF �TRti^ W (� Q� c. o USE THREE(3) - 6'0 X 4' DEEP DRY WELLS. ;-1 .- POLE (FOUND) PROVIDE CONSTRUCTION o ENTRANCE (SEE DETAIL) r-� U p N t- #180 d z co AT END OF PROJECT 6" PVC WYE U REMOVE STONE OVERFLOW •U a PARKING-LOAM PROVIDE N 5278.98 & SEED 6" PVC CUT MIN. 6" SOIL COVER �I x CONCRETE TRUCK W 519.62 ��` -TO LENGTH OVER DRYWELL C, �vew� CCS V = v WASHOUT AREA _ /- BLOCKS AND CATCH S-1 � NOTE: COORDINATE ALL UTILITY WORK /(SEE DETAIL) 1 / BASIN GRATE TO GRADE �(� WITH FISHERS ISLAND UTILITY COMPANY __ FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL �1 c� 0 UJ o ;;.;.; - ` NEW PROPOSED w ai 631-788-7251 - t ,5ql, -- > PROVIDE ~ SEPTIC SYSTEM 6.c UNDERGROUND APPROVED 10-24-2013 C t�10-13-OO6d UTILITIES 4 21'00" - 90' BEND m 0 O OO 0 E oa a me � oo REMOVE EXISTING ��� X356' s" SDR 35 PVC HOUSE & DEC \ \ \ SLOPE AS REQUIRED If m O O O O O m % N, me 0 00 =d � �- W PROVIDE c ❑/' #a:,#!r:(, I l 1 ��$ f 1" STONE OR m o 0 o m o N M STONE I(;I;"r_- I t SCREENED GRAVEL r: ; M M W �n PARKING �` , I,/-�� 3-..5.� i ` `• 6 8' TESTHOPROVIDE STORMWATER RYWELL DETAIL NEW WATER NOT TOSCALE '�'"ry`PLAN EXISTING ' t' �#•a�.�t ; Ix�<a, to I. y WATER - SERVICE t �� '-;!' s•�; ' .. ' l(` ;�:�-• � / LOCATION MAP SCALE1 " 400' 5'-0" BENCHMARK .K.NAIL I +,'�. .,- L: SHED P _:� :\ , I N F a ELEVATION 33.27 - , ,. �` , / oP .� 4� A _... TEST HOLE DATA CATHERINE J. JENSSEN BY: R. STROUSE P.E.L.S. (09/10/2013) f HE03EB I MUNICIPAL WATER �� r'•' U H.'�'rF, 0 ElN PROVIDE E30 o 0 0 0o DRY WELL �� ,; '!1 _ / 15• ' ON SITE SEPTIC SYSTEM Q� 0"-7" TOPSOIL a o a o❑ I FOR PARKING 1 wv j 7"-29" SANDY SUBSOIL ' s , 29"-15' COARSE SAND/FINES SM i :•'•;;' o H o o ❑❑ - `D AREA DRAINAGE i+ � % _, PROPOSED �,�; o ❑o O a o ❑❑ 6' DIA X 4' `/ RESIDENCE- SEE r, f. , ��� NO WATER o O D o 0 0 (SEE DETAIL) ^� ;;' / - SHEET A-1.0 , r, j FOR FLOOR ELEVATIONS, ;. Off❑ C-] ❑❑ Ln ADDITIONAL GRADING, "A Unified Soils Classification (USC) System (from ASTM D-2487) EXISTING WATER ?, rj;; / / � �', AND PLANTINGS sem, Major Division: Coarse-Grained Soils, Sands with Fines -• 6'-6"� MAIN (APPROX. Q' ❑ / `- 1% / . / 1 �Q, ��` -�LF Group Symbol: SM, Silty-Sands, Sand- Silt Mixtures LOCATION) NRCS, USDA Soil Classification: MfB-Montauk fine sandy loam, 3 to 8% rr _ SINGLE FAMILY RESIDENCE Q � 40, FRF � SEPT'1Q SYSTEM DESIGN FOR 3 BEDROOM RESIDENCE LEACHING POOL DETAIL MUNICIPAL WATER 4 2 r' ON SITE SEPTIC SYSTEM •r ' '� / v r PROPOSED A@ NOT TO SCALE Is ❑ �/ 41 / R� J p \ DRY WELL FOR PROVIDE -1000 GALLON SEPTIC TANK ? " PROVIDE - 1 DISTRIBUTION BOX TWO(2) (SEE DETAIL) CONSTRUCTION ENTRANCE PROVIDE - 2 - 6'6" x s'S" LEACHING POOLS (SEE DETAIL) W NOT TO SCALE INVERT ELEVATIONS- U / . .PROPOSED INVERT RESIDENCE INVERT AT HOUSE- 31.5 W _f MONUMENT ._J (3 BEDROOMS) SEPTIC TANK INLET- 31.0 7/ s (NOT FOUND) �� SEPTIC TANK OUTLET- 30.5 V) ? r i �„ 2 1 DBOX INLET- 30.40 W _ _ "'' DBOX OUTLET- 30.23 ry STONE ?9 Y _f . S' LEACH NG POOLS INLET- 30 0 TERRACE Ld LLJ O MAP REFERENCES (W Z Q > .. O \ / STOCKPI `' '�,} 3 1.) PLAN SHOWING LAND TO BE CONVEYED TO RICHARD A. AND n- N CQ 0 W r'�, CATHERINE J. JENSSEN; MUNNATAWKET RD.; FISHERS ISLAND, N.Y.; Our- SCALE: 1"x-40 FT.; CHANDLER & PALMER, ENGRS.; DEC. 1965 0- �' O W MONUMENT ' ` .._..._ (FOUND) Q � = 77 w 2 Z lg• 8,-6„ 1 KNOCKOUT INLET AND S IZ a_ � < ¢ V) OUTLET OPENINGS W ` Q �_ SILT FENCE I 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE � z INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE Ld IZ W W I RIBS INSIDE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR W WOVEN WIRE FENCE (MIN. 14 BUILDING PROVIDE A CONTINUOUS � EXCEEDS THE SCOPE OF THE ENGAGEMENT. LL cnucE w/ MAX. 6- MESH 40' SETBACK UNE OF SILT FENCE. ESTABLISH �2 o OJ (_ SPACING) `i LINE AS LIMITS OF CLEARING, GRADING 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, I j to' MAX, CEN 36" MIN. LENGTH FENCE AND GROUND DISTURBANCE. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, >> Q POSTS� TO CEN7EK INTO GROUND MIN. 16" MAINTAIN THROUGHOUT TO ALTER AN ITEM IN ANY WAY. WQ W CONSTRUCTION (SEE DETAIL) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S I,1 �I III CAST SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE I- II TREES CONCRETE COVERS-/ PRODUCT OF THE LAND SURVEYOR. V) PLAN 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND HEIGHT OF FILTER - 16" MIN. c " GEODETIC SURVEY TRIANGULATION STATION "PROS" �b to �O� TO GRADE TOCGRADE KING CASTING 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP o •- �� �/ IF DROP �a 6" MIN. bo N IS USED FINISHED GRADE 1000, SECTION 006, BLOCK 3, LOT 3. 03 Z CHIMNEY ❑ ❑ ❑ O ❑ ❑ ❑1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 x 4 12.6/12.6 G WIR MESH 6.) TOTAL AREA = 0.57f ACRES. PERSPECTIVE 1llEN�[ 40 X 20" 6 x 6 6/6 GA WD MESS ) ❑ ❑ 1n ma. -L 6" 7. SITE IS LOCATED IN R-80 ZONE. ❑ _ ❑ INLETCn 3" VENT 3'3' VENT-� OUTLET 8.) BASE FOR LEVELS: NGVD 1929. F WOVEN WIRE FENCE (MIN. 14 1i N/F 1/2 GAUGE W/ MAX. 6" MESH ❑ I LIQUID LEVEL--' Z 0. SPACING) WITH FILTER CLOTH z NORA HOWARD ❑ 0 1 4" OUTLET 9. CONTOUR INTERVAL- 1 FT. MUNICIPAL WATER • CONTINUOUS L BAFFLE _ ) 36' M'N. FENCE POST I� N _ _ I -1 ASPHALT SEAL LINED WITH W ON SITE SEPTIC SYSTEM ❑ ❑ '" I 4" SCHEDULE #40 1/6" Pvc 10.) PROPOSED LOT COVERAGE- 5.8%. UNDISTURBED 3:1 INLET BAFFLE 60' GAS FLOW-_ II GROUND ❑ 4' 4, ❑ , i DEFLECTOR 11.) AREA TO BE DISTURBED DURING CONSTRUCTION- 13,0001 SF. \ ELECTRIC MAX MAX ° > IL " \/\ TRANSFORMER ❑ - t 4' COMPACTED SO ❑ 4" 5'-8" I �-3. 12.) SITE IS CURRENTLY SERVED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM. LLl EMBED FILTER CLOTH A MIN. OF 6" IN GROUND ❑ ❑ CROSS SECTION 4" APPLICANT: o ❑ ❑ MARK HOLZNER & LESLIE JANE MARSHALL SECTION VIEW MONUMENT 1000 GALLON 596 JOHN STREET (NOT FOUND) 2 COMPARTMENT 20�D410�8311CT 06604 z CON STRUCTION-SPECIR CATIONS PLAN SEPTIC TANK LEGEND NOT TO SCALE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER `T" OR "U" TYPE OR HARDWOOD. Tt�•6'g 4' N/F NOW OR FORMERLY 1 � 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES \.�0' t SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, / g 1' MIN. O/W OVERHEAD WIRES ~ Q 6" MAXIMUM MESH OPENING. �•/ s3fi Q 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN 5ACH OTHER THEY SHALL BE \ 3' J1 X 34.0 EXISTING GROUND ELEVATION o OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER \ �� UNE PIT WITH 10 MIL 3 O o FILTER X, MIRAR 100X, STABILNKA T140N, OR AFIPROVEO EQUIVALENT. PLASTIC SHEETING, KEY �_4,^_ I PROPERTY LINE � `� �' 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIaOFENCE, OR APPROVED ENDS INTO GRADE T SECTION PROVIDE STRAW BALES BACKED ABUTTERS LINE m � I � � OfI � EQUIVALENT. '�� MONUMENT WITH SILT FENCE (TYP) 1 UJ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN J. (NOT FOUND) EDGE OF PAVEMENT O "BULGES" DEVELOP IN THE SILT FENCE, \ O n CONCRETE WASHOUT_PIT , ) z Z w 0 \ EXISTING CONTOUR LU O NOT TO SCALE 36 M o w � z o w O"9O PROPOSED CONTOUR 44 a_ M o o U U_ NOTES:\ \ 1. DIMENSIONS SHOWN ARE FOR TYPICAL SILT FENCE DATE: 04/02/2014 RESIDENTIAL CONSTRUCTION, LARGER PROJECTS UTILITY POLE -®- \ OR PROJECTS REQUIRING PUMPS MUST BE \ SIZED ACCORDINGLY (7 GALLONS/TRUCK, 50 BOUNDARY POINT 0 SCALE: 1 " = 20' GALLONS/PUIMP, PLUS MIN. 1' FREEBOARD): WATER VALVE M Wv \ 2. CAPTURE MXTERIAL AND LIQUIDS MUST BE \ REMOVED FROM PIT AND PROPERLY DISPOSED QUALITY CONTROL CERTIFICATION OF WHEN THE PIT REACHES 75% OF ITS GROUP REVIEWED DATE \ CAPACITY. SHEET l \ 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENIT OF WASH WATER. 20 10 0 20 PROJECT MANAGER 1 OF 1 SURVEY GRAPHIC SCALE IN FEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL E N 0 N U M 40 CO 00 i SINGLE FAMILY RESIDENCEs� CO cm MUNICIPAL WATER -"� •0 z / z ON SITE SEPTIC SYSTEM N U c W / MONUMENT (FOUND) A W a co CD N a N 5278.98 o \ r--r �.� Q co W 519.62 \\ � .C� � U o U / _ " Q /cGRIT AVENIE (� � � �' Y (6 S,4.2 r l a''0 co r.•� v U r I.'`Y/,• � In FENCEC) / U w 1 i00 _` J OO I M M / c 40 / 3 BENCHMARK PXNAIL SHED LOCATION MAP SCALE 1 "=400' ELEVATION 33.27 4p 13' N/F Q CATHERINE J. JENSSEN MUNICIPAL WATER - —OQ 2^ 16.0' ON SITE SEPTIC SYSTEM <F •_ / -N Q s O O i , Tr`� � o!' ��� . Q 17' Xp SINGLE FAMILY RESIDENCE MUNICIPAL. WATER ON SITE SEPFIC SYSTEM JcoIf ' If ^ � MONUMENT (FOUND) \ \ / 29•S. \ Z \ MAP REFERENCESZ Z o Q NVQ U 1.) PLAN SHOWING LAND TO BE CONVEYED TO RICHARD A. AND _I Q O O MONUMENT CATHERINE J. JENSSEN; MUNNATAWKET RD.; FISHERS ISLAND, N.Y.; O w �, SCALE: 1"-40 FT.; CHANDLER & PALMER, ENGRS.; DEC. 1965 Z - O j EDGE OF rs Q � W Yz Z PAVEMENT NOTES O Q 3i zQ g O -i LJ Q (n BUILDING 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Q a Z c Q 0 SETBACK INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE Z LINE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR li Y _ EXCEEDS THE SCOPE OF THE ENGAGEMENT. w N Z J 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Q :DLO UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. b 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE w PRODUCT OF THE LAND SURVEYOR. 1 0 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND o °Q' �/ GEODETIC SURVEY TRIANGULATION STATION "PROS" Z N� C9 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP / 1000, SECTION 006, BLOCK 3, LOT 3. 40' 6.) TOTAL AREA = 0.57f ACRES. N/F 7.) SITE IS LOCATED IN R-80 ZONE. NORA HOWARD 8.) BASE FOR LEVELS: NGVD 1929. (n o MUNICIPAL WATERI- ON SITE SEPTIC SYSTEM 9.) PROPOSED LOT COVERAGE- 5.8f%. Z w O L) cn 10.) SITE IS CURRENTLY SERVED BY MUNICIPAL WATER AND ON SITE - o SEPTIC SYSTEM. V) Ow MONUMENT (NOT FOUND) Q 0 0 z tiR oR LEGEND N/F NOW OR FORMERLY Q \ .9 PROPERTY LINE ¢ w ABUTTERS LINE o m o O MONUMENT EDGE OF PAVEMENT \ �J` (NOT FOUND) UTILITY POLE --l- m o � (sI o \ �O BOUNDARY POINT -9O \ uj WATER VALVE o w z `` -D Y 0 3: U O \ 01 o w � = o Ld \ DATE: 10/31 /2014 SCALE: 1 " = 20' QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY SHEET ENVIRONMENTAL 20 10 0 20 1 OF 1 CIVIL ' GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL I I F U SINGLE FAMILY PFSIDENCE MUNICIPAL WATER _ r7• ON SITE SEPTIC SYSTEM f\ .�t.5 °0 s 2 1 / \•, ` y d I MONUMENT POLE (FOUND) 'R4.:veaE FW pt807' N 5278 98 — L / --I --"� .n y W 519 62 ` _ �- L__.J N '� U) W U) 3 w ad 'St`+ U c o 574.2 DOE _ _\ _ _ _ _ I �----- 1 $b'/ 0 J 8 23.56' 5 ELECTRIC jLLJ �+" //•«•i \\\{{{........���+++'���111 D METER IPI '11L.r4+�•'•y^(\`r\r.•//+ / 13 OLD RAIL Q / 4 FENCE 2 0 3 STONE PATIO- h y`A• L• I I E C REMOVEDTO 1 I I ACCETO SEPTIC STONE TANK INLET AND PATIO LOCATION MAP SCALE 1"=400' �,,, BENCHMARK / OUTLET COVERS SHED •�'{{',Tvt - P.K.NAIL I ao.13• N/F O 4TiJTS+��4'� �ELEvATION 3.3.271 I "A"- CATHERINE JENSSEN MUNICIPALL WATER / I OQ 1B0' ON SITE SEPTIC SYSTEM / ".k oo' H.sT EXISTING 6"WATER MAIN (APPRO% LOCATION) I I Q 40.17' `S `Am SINGLE FAMILY RESIDENCE `« MUNICIPAL WATER = ISN `BURIED ON SITE SEPTIC SYSTEM i 1 GAS / ^) TANK 2 _FAIR UNITS Nle A (FOUND) LL I Y Z V/ O I I x PATIO Y MAP R FE .REN S g N Q/Q�Y i aO'JQrw 1.)PLAN SHOWING LAND TO BE CONVEYED TO RICHARD A.AND CATHERINE J. JENSSEN; MUNNATAWKET RD.; FISHERS ISLAND, N.Y.; Z o0�Y Z EXISTING SCALE: 1••-40 FT.; CHANDLER&PALMER,ENGRS.; DEC. 1965 p LIJ Q Z 7SU 71- NUMENT WATER ���'�. ti,s•^\t ry�»_.nn ^ } SERVICE) ♦ 1 ! 0 PACZTNIENIT OF HFALTH SERVICES I APEDGEMENTCATION) /•� n /� EDGE OF NOTES OJ��Q j� L'� tti�w,~L'�I��r �7�"'`d�•'RS..�r-oIi BUILDING 7.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE a a1( /C� I 5C� ���� SETBACK INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE LL'�ft•�1'`/ LINE 13' PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR LI..I !n f. '1L 1 �FNICE ° ExCEEDS THE SCOPE OF THE ENGAGEMENT.Ci!,- AR 0 5 + ( Q J L»'1�.C, 2O1 Y LI,C`•1'.�l���^' («J 'D .,I „�D O b/D I 2.)E IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, �(n UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LANG SURVEYOR, Ld TO ALTER AN ITEM IN ANY WAY. J l"hh f�.c�'••�`(`I!.�+�''i rte'4'm'1A\7 +1�'V •P% w ,y 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 1 ^.C.o.4.� 'Ft�I i4 P.^.C.•'L@,.L't U+Ig Icc.3+'� Irmo! inn ' g SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE ..., �h h•� N y, « a °° „` t1C4;n1 �?.*nom fvu.Id to I Ib PRODUCT OF THE LAND SURVEYOR. u STS�C1r)I F.-•f '"M ^• f I/ EMERGENCYTE FROM V A P✓ I%%j,yt qF U �C11�?/1t1e( n I z CEN ERATOR GEODETIC SURVEY I TRIANGULATION MSTATIOND PROS"U.S. COAST AND �A (/ / O•/ , o 5)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP b 1000. SECTION 006, BLOCK 3,LOT 3. 6)TOTAL AREA- 0 573 ACRES. Ofp;°n Ct LIr"}w1 { + 40' H 7)SITE IS LOCATED IN R-80 ZONE. n NHF B.)BASE FOR LEVELS: NGVD 1929. 0 NORA HOWARD Z ~ MUNICIPAL WATER 9.)PROPOSED LOT COVERAGE- 5.8±9 N ON SITE SEPTIC SYSTEM -- — 10.)SITE IS CURRENTLY SERVED BY MUNICIPAL WATER AND ON SITE SEPTIC SYSTEM _ > W SEPTIC SYSTEM LOCATION DATA g MONUMENT ELECTRIC DISTANCE DISTANCE NOT FOUND) TRANSFORMER FROM FROM POINT LOCATION LOCATION 1'v Cy "q" ")" DESCRIPTION LEGEND SE HOJSE >S. COR ER CORN 1 21.5" -2 0.5' INLET COVER N/F NOW OR FORMERLY — — Y 2 26.5' 24.5'_ COVER C/ 3 27,5' _25_5' OUTLET COVER PROPERTY LINE o 0 �� _ _ ABUTTERS LINE WWWif 0 4 32.0 1.5 D-BOX EDGE OF PAVEMENT ,J �"9j. _5 43.0' ^4.5' LEACHING POOL #1 + .I /��q \ 9!y 6 49.5' 46.5' LEACHING POOL #'2 T�o� :y1:7'I�'I MONUMENT UTILITY POLE m _ (NOT FOUND) BOUNDARY POINT O O �\ WATER VALVE � •� \ a° \� DATE 10/31/201 a .d \ SCALE: 1" = 40' SHEET i0 _DUALITY CONTROL CERTIFICA_ ON GROUP REVIEWED DATE 10 0 Y0 1 OF 1 - i GRAPHIC SCALE IN FEET ­H TFITUI" DRAi''?r �'�° REQU HCEO DO NOT PROCEED WITH Contact i at 765-1560 before RETAIN STORM WATER RUNOFF FRA11'410 UNTIL SURVEY Backfill,0;, :Ja Engineer's Certification PURSUANT TO CHAPTER 236 OF FOUN�A,TION LOCATION that the drainage has been installed to Code. OF THE TOWN CODE, HAS EEEN APPROVED. V6 `- .� �a�� �., � � (j Ste• > hr ,i�j " C.�S' `�.�' ` �- C�`� � ... � '`- ' ..y� s! 7, !M..1 JUI DATE:,_ 4 �j sem ' FEE: ! B' %►'�� --- s� ; NOTIFY BUILD' 1 ,;:. I'il,''t=N1T � a765-1802 O 4 8 AM FOLLG`�'JINcD C'TI;)N�.f(oR 'i>�,.. 0 0% p 1. FOUNDATION - T N7) F.":QUIRE0 b 8 FOR POUR' D C(; :Ci LTC 2. ROUGH - Ff?r,.'Ili a & f'LU11�1"I a 3. INSULATION 4. FINAL - CONSTRUCTION MUST 13EC0N4PLETE FOR C.G. p +� III `' I ALL CONSTRUCTION SPALL f."`:ET THE Q �� REQU�F;E\�EPJTS 0.=TKGOC�'t=�',Gµi�SI::V'J eS `� a YORK STATE. NOT IIFSPO NSIr I �C7F1 ® El-_ `5 g CONSTRUC T IV ER11,0 E' = b � DESIGN OR s � � �ga F V 1 r,rr:. L�,rl "Ii ALL CODES OF r� CO. L' �, �� p � � ayi� ';�� & TOWN CODES V, ti c AS REC'I Rr_ T F Ifl 11 h Era. JSTE K u ill III If 111 1111 ��b 1.111111 11111 fill III III III III 111 11 o� ®CCUPAI�C� OR e� � IS ULAWFUL ® ® ® A F - .��� ��RTIFICATE 0 I C� CCI ,�C�IC`I 871 8E RTIFICATION PLU► NFOE Id 111111 Y11! 111 11 FE PL 1TLL 11 1 11 1 11 1 11 1 11 1 11 1UMBING I JCQi. �_fpCCUPANALL PLUMBING WAS TEpF CEF;I j &W TESTING LINES NEED C; rE USED IN WATER TESTING BEFORE COVERING S YSTEM CANNOT S�,?J . OF 1 to LEAD. EXC�-E OLZNER MARSHALL RESIDENCE MUNNATAWKET ROAD FISHERS ISLAND, NY PERMIT SET - MAY 5, 2014 Owner: Architect: Civil Engineer: Structural and MEP Engineer: MARK HOLZNER & LESLIE MARSHALL PATRIQUIN ARCHITECTS PC CME ASSOCIATES ATLANTICCONSULTING & ENGINEERING 164 FARIST ROAD KARIN PATRIQUIN AIA, LEED AP RICHARD STROUSE, PE, LS JIM QUILL, PE FAIRFIELD, CT 06825 4 GREENWOOD LANE 32 CRABTREE LANE 525 JOHN STREET T (203) 410-8311 GUILFORD, CT 06437 WOODSTOCK, CT 06281 BRIDGEPORT, CT 06604 mholzner@northeastgenerator.com T (203) 535-1688 T (203) 928-7846 T (203) 336-4422 karin@patriquinarchitects.com rstrouse@cmeengineering.com jquill@atlantic-eng.com DRAWING INDEX S-1.1 SITE PLAN Y4' = 1"- 0" M-1 MECHANICAL SCHEDULE & DETAILS N.T.S. A-0.0 NOTES AND SCHEDULES NI.T.S M-2 BASEMENT & FIRST FLOOR MECHANICAL PLAN Y4" = 1' - 011 A-1 .0 BASEMENT & FIRST FLOOR PLAN Y4' = 1"- 0" M-3 SECOND & THIRD FLOOR MECHANICAL PLAN Y4" = 1' - 011 A-1.1 SECOND FLOOR & ROOF PLAN Ya" = 1"- 0" P-1 PLUMBING SCHEDULE & DETAILS N.T.S. A-2.0 WEST ELEVATION Y" = 1"- 0" P-2 BASEMENT & FIRST FLOOR PLUMBING PLAN Y4' = 1' - off A-2.1 NORTH & SOUTH ELEVATIONS Y" = 1"- 0" P-3 SECOND & THIRD FLOOR PLUMBING PLAN Y4' = 1' - 0" A-2.2 EAST ELEVATION Y" = 1"-0" A-3.0 BUILDING SECTIONS Y" = 1 0" A-3.1 BUILDING SECTIONS Y" = 1"-0" A-4.0 STAIR PLANS, ELEVATIONS, SECTIONS & DETAILS VARIES A-5.0 DETAILS - TYPICAL WALL SECTIONS VARIES HOLZNER / MARSHALL 73/4' �2' I I 7" 4/2' RESIDENCE CEDAR 1/2"GYPSUM (2) LAYERS OF 1/2"GYPSUM 1/2"GYPSUM SHINGLE BOARD 1/2"GYPSUM BOARD BOARD SIDING BOARD 2X6 WD STUD 11 2X4 WD STUD MU N NATAW KET ROAD WALL @ 16"O.C. 2X6 WD STUD 2X6 WD STUD 1/2"GYPSUM WALL @ 16"O.C. WALL @ 16"O.C. WALL @ 16"O.C. FISHERS ISLAND, NY 6Y2"SIP PANEL BOARD (2) LAYERS OF (2) LAYERS OF 1/2"GYPSUM 1/2"GYPSUM 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD BOARD BOARD OWNER MARK HOLZNER LESLIE MARSHALL 164 FARIST ROAD 1j: FAIRFIELD, CT 06825 T (203) 410-8311 TYPE A TYPE B TYPE C TYPED TYPE E mholzner@northeastgenerator.com EXTERIOR SIP WALL 2X6 INTERIOR 2X6 INTERIOR 2X6 INTERIOR 2X4 INTERIOR STUD WALL STUD WALL STUD WALL STUD WALL NOTE: ANY WET AREAS ARE TO HAVE MOISTURE RESISTANT SHEET ROCK WALL TYPES ARCHITECT 3 PATRIQUIN ARCHITECTS 4 GREENWOOD LANE GUILFORD, CT 06437 T (203)535-1688 karin@patriquinarchitects.com DOO SCHEDULE WINDOW SCHEDULE DOOR FRAME SIZE GLAZING MULLION SIZE MARK WIDTH HEIGHT DESCRIPTION -TYPE SIZE NOTES CIVIL ENGINEER MARK LOCATION TYPE MATL ELEV. MATL NOTES 1 1'-2" 7'-10" FIXED SAFETY _ CME ASSOCIATES WD HGT THK 2 3'-6" 6'-0" CASEMENT SAFETY +/-1-1/4" CLERESTORY 3'-6" X 1'-6" FIXED 32 CRABTREE LANE 3 3-6 61-011CASEMENT SAFETY +/-1-1/411CLERESTORY 3-6 X l'-6" FIXED WOODSTOCK, CT 06281 4 31-611 '� 11 6-0 CASEMENT SAFETY +/-1-1/411 CLERESTORY 3'-6" X l'-6" FIXED T (860) 928-7846 001 BASEMENT EXTERIOR ENTRY 3'-0" 6'-8" 13/4" SWING WOOD D1 METAL -- 6'-0" CASEMENT SAFETY +/-1-1/4" CLERESTORY 3'-6" X 1'-6" FIXED rstrouse@cmeengineering.com 002 BASEMENT MECH/STORAGE 3-0 61-811 13/4 SWING WOOD D2 WOOD -- 5 3'-6" 6 2'-0" 2'-10" CASEMENT STANDARD + -�" — 003 LAUNDRY 5'-0" 6'-8" 13/4" DOUBLE SWING WOOD D3 WOOD -- 7 2'-0" 2'-10" CASEMENT STANDARD +/-%" 004 BASEMENT INTERIOR ENTRY 3'-0" 6'-8" 13/4" SWING WOOD D4 WOOD — 8 2'-0" 2'-10" CASEMENT STANDARD +/-%" 101 MAIN ENTRANCE 6'-0" 8'-0" 13/4" SWING METAL CLAD WOOD D7 WOOD -- 9 1'-6" 1'-6" FIXED STANDARD 102 LIVING ROOM TO PATIO 2'-6" 8'-6" 13/4" SWING METAL CLAD WOOD D8 WOOD -- "" _ STRUCTURAL AND MEP ENGINEERS 103 PANTRY 5'-0" 6'-8" 13/4" SWING WOOD D5 WOOD __ 10 1'-6" 1'-6" FIXED STANDARD -- — 104 FOYER BATHROOM 2'-6" 6'-8" 1 13/411 SWING WOOD D4 WOOD __ 11 1'-6" 1'-6" FIXED STANDARD -- _ _ ATLANTIC CONSULTING $ ENGINEERING 105 DEN/GUEST ROOM ENTRY 5'-0" 6'-8" 13/4" SWING WOOD D5 WOOD 180°SWING 12 2'-6" 4'-8" CASEMENT STANDARD +/-1-1/4" — 525 JOHN STREET 106 DEN WALK-IN CLOSET 2'-6" 6'-8" 13/4 POCKET WOOD D6 WOOD -- 13 2'-6" 4'-8" CASEMENT STANDARD +/-1-1/4" — BRIDGEPORT, CT 14 3'-0" 4'-4" CASEMENT STANDARD +/-1-1/4" T 203— ) 336-4422 107 DEN BATHROOM 2'-6" 6'-8" 13/4" _ POCKET WOOD D6 WOOD -- 15 3'-0" 4'-4" CASEMENT STANDARD +/-1-1/4" _ — jquill@atlantic-eng.com 108 DEN TO PATIO 5'-0" 6'-8" 13/4" SWING METAL CLAD WOOD D8 WOOD 180°SWING 16 3'-0" 4'-4" CASEMENT STANDARD +/-1-1/4" — 201 MASTER BEDROOM DECK 4'-8" 6'-8" 13/4" SWING METAL CLAD WOOD D9 WOOD 1800 SWING 17 3'-0" 4'-4" CASEMENT STANDARD +/-1-1/4" 202 MASTER BED ROOM 2'-8" 6'-8" 13/411 POCKET WOOD D6 WOOD -- 18 21-0" 2'-10" CASEMENT STANDARD +/-8" 203 MASTER BEDROOM CL 2'-8" 6'-8" 13/4" POCKET WOOD D6 WOOD -- 19 2'-0" 2'-10" CASEMENT STANDARD + -Y8 11 204 MASTER BEDROOM CL 2'-6" 6'-8" 13/4" POCKET WOOD D6 WOOD -- 20 2'-0" 2'-0" FIXED STANDARD 8" Issues 205 MASTER BATH ROOM 2'-6" 6'-8" 13/4" POCKET WOOD D6 WOOD -- 21 2'-0" 2'-0" FIXED STANDARD +/-%" — 206 NOT USED -- PERMIT SET MAY 5 2014 +/- _ 207 MASTER BEDROOM 2'-6" 6'-8" 13/4" 22 2'-0" 2'-0" FIXED STANDARD $"SWING WOOD D4 WOOD -- 23 2'-0" 2'-0" FIXED STANDARD +/-5/" 208 BED ROOM 2'-6" 6'-8" 13/411 SWING WOOD D4 WOOD 1800 SWING 24 2'-6" 4'-8" CASEMENT STANDARD + -1-1/4" 209' BED ROOM WALK-INCL 2'-6" 6'-8" 13/4" POCKET WOOD D6 WOOD -- 25 2'-6" 4'-8" CASEMENT STANDARD +/-1-1/4" 210 BED ROOM BATH 2'-6" 6'-8" 13/4" POCKET WOOD D6 WOOD -- 26 2'-0" 2'-0" CASEMENT STANDARD +/-Y8" — 211 BED ROOM DECK 5'-0" 6'-8" 13/4 SWING METAL CLAD WOOD D10 WOOD -- 27 21-0" 2'-0" CASEMENT STANDARD +/-%" — 301 SITTING RM TO CAP.WALK 2'-6" 6'-8" 13/4" SWING METAL CLAD WOOD D11 WOOD -- 28 1'-10" 6'-2" CASEMENT SAFETY +/-1-1/4" 29 1'-10" 6'-2" CASEMENT SAFETY +/-1-1/4" — SEAL 30 1'-10" 4'-8" CASEMENT SAFETY +/-1-1/4" — 31 1'-10" 4'-8" CASEMENT SAFETY +/-1-1/4" — 32 2'-0" 2'-0" CASEMENT STANDARD Y8 11 — 33 2'-0" 2'-0" FIXED SAFETY +/-8 — \ AR 34 2'-6" 2'-6" CASEMENT STANDARD +/-%" :Ell 35 2'-0" 2'-0" FIXED SAFETY +/-8" 36 2�011 2-011 FIXED SAFETY +/-/11 � ✓: 37 2'-211 41-211 CASEMENT STANDARD +/-1-1/4 if — 38 21-011 21- 011" CASEMENT STANDARD +/-1-1/411 "° 293 39 21-0113-0 CASEMENT STANDARD +/-%11 40 2'-0" 2'-0" FIXED SAFETY +/-%" — 41 2'-0" 2'-0" FIXED SAFETY +/-g" — KEY PLAN D1 D2 D3 D4 D5 D6 42 2'-6" 3'-2" CASEMENT STANDARD — EXTERIOR DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR 2 PANEL DOOR INTERIOR 2 PANEL DOOR INTERIOR 2 PANEL POCKET DOOR 43 3'-4" 7'-10" CASEMENT SAFETY +/-1-1/4 " 3'-0"X 6'-8"X 1-3/4" 3'-0"X 6'-8"X 1-3/4" 5'-0"X 6'-8"X 1-3/4" 2'-6"X 6'-8"X 1-3/4" 5'-0"X 6'-8"X 1-3/4" 2'-6"X 6'-8"X 1-3/4' 44 2'-2" 4'-2" CASEMENT STANDARD +/-1-1/4" — 45 2'-0" 2'-0" CASEMENT STANDARD +/-1-1/4" — 46 2'-0" 3'-6" CASEMENT STANDARD +/-5/s° — N� 47 2'-0" 2'-0" FIXED SAFETY + -%" — 48 2'-0" 2'-0" FIXED SAFETY +/-8" — 49 2'-6" 3'-2" CASEMENT STANDARD +/-Y8" — 50 2'-6" 3'-2" CASEMENT STANDARD + -%" — 51 2'-6" 4'-4" CASEMENT STANDARD +/.1-1/411 — 52 2'-6" 4'-4" CASEMENT STANDARD +/-1-1/4" — 53 2'-0" 2'-0" CASEMENT STANDARD +/-1-1/4" — 0 0 0 54 2'-0" 2'-0" FIXED SAFETY +/-8 55 2'-0" 2'-0" FIXED SAFETY +/-%" 56 1'-10" 7'-10" CASEMENT SAFTEY +/-1-1/4" — DRAWING 57 5'-3" 7'-10" FIXED SAFETY +/-1-1/4" — 58 1'-10" 7'-10" " CASEMENT SAFETY + -1-1/4 - WALL TYPES & D7 D8 D9 D10 D11 D12 59 1'-10" 4'-8" CASEMENT SAFETY +/-1-1/4" — EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR GLASS SHOWER 60 1'-10" 4'-8" CASEMENT SAFETY +/-1-1/4" 5-0"X 8'-0"X 1-0/4" 2'-6"X 8'-6"X 1-3/4" 4'-8"X 6'-8"X 1-3/4" 5'-0"X 6'-8"X 1-3/4" 2'-6"X 6'-8"X 1-3/4" DOOR&WINDOW ASSEMBLY BY GLASS 61 2'-6" 2'-6" FIXED SAFETY +/-g" I SCHEDULES * NOTE:ALL WINDOWS TO BE METAL CLAD WOOD.ALL WINDOWS AND EXTERIOR DOORS WITH GLASS TO BE RATED FOR 120 MPH WINDS. DOOR SCHEDULE 24S. INDOW SCHEDULE N.T.S. A�000 HOLZNER / MARSHALL 3-6 RESIDENCE P3� 2 A-3.1 3 MUNNATAWKET ROAD FISHERS ISLAND, NY 24'-2v2' 9'-9" 9'-11" 15.00. w V1 N `Pv SjpNE 2'-0" 2'-0" C`pSo w PPS\O O WNE R MARK HOLZNER & LESLIE MARSHALL O O 164 FARIST ROAD FAIRFIELD, CT 06825 w T (203) 410-8311 mholzner@northeastgenerator.com 4 1 o A3o 5'-4/12. �pV O DE p R� M — — 0 �-,VESj — — — ARCHITECT q — — PATRIQUIN ARCHITECTS PANTRY DN UP 4 GREENWOOD LANE BOOKCASET V BOOKCASE BOOKCASE w GUILFORD, CT 06437 T (203)535-1688 DN , , -� karin@patriquinarchitects.com A-3.0 37 54 24 az'WALL LIVING AREA BOOKSHELF _ ArEN�KITCHEN G P�N�pKS 2 q CIVIL ENGINEER DINING RM CME ASSOCIATES r = 2 T' 32 CRABTREE LANE 00 _ , ,4 1, q o 0 2 T' WOODSTOCK, CT 06281 00, WORKING 0- °` 2 WOOD T (860) 928-7846 TRIANGLE=13'-z' REF _ _ _9_�2' _ _ _ pORCN rstrouse@cmeengineering.com 2 2 q-& vo 1 DW PORCH A-3.0 A-s.1 0 b 1 N STRUCTURAL AND MEP ENGINEERS 2 ATLANTIC CONSULTING & ENGINEERING 3'-10" 5-10" 5'-0" 5'-0 — +/-6'-19' 4'-0" 4'-10" — 3a'-6" A-3.1 525 JOHN STREET BRIDGEPORT, CT 2 FIRST FLOOR PLAN 39'-6" T 203 36-4422 1/4„=1'-0” jquill@atlantic-eng.com 3 6. AN- � 8' ISSUES 2 P31 PERMIT SET MAY 5, 2014 A-3.1 24-2/' 9'-9" 91-1111 - SEAL '-11" SEAL a; MECHANICAL/ STORAGE N r UP c z KEY PLAN 4 r 1 A-3.0 MECHANICAL/ P 5.1 N STORAGE DOWNDRAFT SNE�vES FROM KITHCEN ISLAND STOVE u, cn AA-7 FOOTINGS ONLY - g NO BASEMENT 9'-4j/i' ° 2 2 A-3.0 1 A-3.0 9' 6y2 DRAWING A-s.1 1 A3� BASEMENT & 2 A-3.1 FIRST FLOOR PLAN 5-0" 34'-6" BASEMENT PLAN 39'-6" A� l e HOLZNER / MARSHALL STAIRWAY TOWER ROOF LINE ppF`,N� RESIDENCE - - - - - R — - - - - - - F1RSjF�00R \ I I 1'-0"ROOF I w I A-3.1 \ 20' �(`(P• MU N NATAW KET ROAD OVERHANG 0O I pvER WG TYP.THIS VOLUME I C ' ' ' ' ONLY I I , - ' \\ FISHERS ISLAND, NY I :o \ OWNER SLOPE SLOPE _ I \\ \ ? MARK HOLZNER & LESLIE MARSHALL \ 0 164 FARIST ROAD I \ \ a FAIRFIELD, CT 06825 I \ \ o T (203) 410-8311 Lu �\ \ o mholzner@northeastgenerator.com o \ \ o -�- — — — — — — O SECOND FLOOR ROOF LINE — — — I N �O \ \ ARCHITECT I SLOPE y I ^ \ \ PATRIQUIN ARCHITECTS (j:�l SAIR TOWER ROOF PLAN I — °;N" Bo°w \ \ 4 GREENWOOD LANE /4"=1'-0" 20"ROOF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 1 \\ GUILFORD, CT OVERHANG,TYP. I N \ T (203)535-1688 6437 h ING aRAILINGEGNT \ \ karin@patriquinarchitects.com OF RlIBtgR \ 1 FLOORSPACE \ \ J3.0 p 1 1 \ Lo 2-0 2-0 -A CIVIL ENGINEER CME ASSOCIATES 32 CRABTREE LANE \, OL WOODSTOCK, CT 06281 T T (860) 928-7846 'St rstrouse@cmeengineering.com CAPTAIN'S WALK SECOND FLOOR ROOF LINE BELOW p 2 2 -1� 0 A-3.0 A-3.0 1 SLOPE I 13 STRUCTURAL AND MEP ENGINEERS 34'-6" A-5.1 2'-0"ROO 2 P` L_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OVERHAN , ATLANTIC CONSULTING & ENGINEERING A-3.1 525 JOHN STREET BRIDGEPORT, CT ROOF DECK & LANDING PLAN T (203) 336-4422 2 1/4„=1'-0” jquill@atlantic-eng.com w 0 ' ISSUES A-3.1 3-6, PERMIT SET MAY 5, 2014 o 5.63/4 2'-0" 2'-0" '� t X)PV wW \ SEAL y- O Iya CSO IV- 10,-0„ 5-0" 5'-�,� 2,-6„ 2.-6.. 6ElDRppM JY � WINDOW SEATING D ` t`>1tp0c N ,+�rv+�t;tt;cd;41 -0"ROOF UP DN 42"WALLSTUDY VERHANG ,\ KEY PLAN TYP. DN 1 A-3.0 1 P51 PN � OPEN N ® TO 'XX WALK MASTER BELOW MASTER IN BATH BED ROOM CLOSET 7-0, i 2 I 49 2 A-3.0 A-5.1 ou � DRAWING SECOND FLOOR & 3'-10" 5'--0" 5'-0" 5'-0" +/-6'-10" 4'-0" N-10" I 2 ROOF PLAN 39'-6" SECOND FLOOR PLAN A� l ■ HOLZNER / MARSHALL RESIDENCE MU N NATAW KET ROAD FISHERS ISLAND, NY OWNER rot c MARK HOLZNER & LESLIE MARSHALL Q , 164 FARIST ROAD FAIRFIELD, CT 06825 c T (203) 410-8311 a mholzner@northeastgenerator.com cy ARCHITECT 6z� q ' PATRIQUIN ARCHITECTS U 4 GREENWOOD LANE - --------- -- - - _......._.....--- -- - - - ---- --- ------ -_ -- -...._ _._._._. ._.... - - - -- ----- - -- --- -- ...._ ...- - - -- --- - -- - GUILFORD, CT 06437 MAXIMUM ALLOWABLE HEIGHT � - � _ _ _ _ _ T (203)535-1688 O karrn@patnqulnarchitects.com Z1 6.0 12 CIVIL ENGINEER CME ASSOCIATES 1 v 32 CRABTIREE LANE WOODSTOCK, CT 06281 W � � T (860) 92&7846 rstrouse@cmeenginee6ng.com --11.25 m 12 53 O'STAIR LANDING 3 53 T LOOR DECK 12 � � STRUCTURAL r4ND MEP ENGINEERS o - - - -- -- - - - -- - � — — - - ATLANTIC CONSULTING 8� ENGINEERING III III oil I I ° —c� _- — — oi ,4 / is / ,6 / ,� / , \ t \ - - - -- BRIDGEPORT, CT Q o / / / / 24 / T (203) 336-4422 zo \ \ \ \ // / jquill@atlantic-eng.com Q o }-� Li \ / K O O 43,73' _ SECOND FLOOR—_ _ - -- - -- --- _.._ ---- - -- - - - - - - - .. - - - - - -- - - z - (NORTH VOLUME) - - - - _43.25.SEOOND-FLOOR-0 FOYER - ISSUES o a — - -- -- - - --- - - _ -- Lu SO E O1 J- - -- - - - _ - - -. _. . - - - -- --- --- -- --- - ----- = i (� LE11 / /\ I Z\ El EI - O / U ° pO w 'z O SEAL \ 6 � U- I to - - - - - - - - - — so- o E � A sr R , 33.5' FI ST FLOOR - - JI ��� 4(NORTH V01 I IMF) y '77:77777'77 t , t _...__. _ 32.5' —FIRST FLOOR_SOUTH V LU 31.5'AVERAGE - - - - -- ---- — -- ---- --- — r L — —GRADE Ca?-HCaUSE— 3'-11Y2' 5'-0" 5'-0" 5'-0" 6-10" 4'-0" 4'-1 lY4' _ _ - _ _ - ,. 5-0" 34'-&Y2 - - - - - - - - - - O� - - - KEY PLAN u_ ' BASEMENT-TOP OF SLA --23.2-5 IN�N DRAWING WEST ELEVATION WEST ELEVATION A�200 HOLZNER / MARSHALL RESIDENCE MUNNATAWKET ROAD FISHERS ISLAND, NY OWNER c o MARK HOLZNER & LESLIE MARSHALL 164 FARIST ROAD FAIRFIELD, CT 06825 T (203) 410-8311 �a zrq a mholzner@northeastgenerator.com C�z � ARCHITECT qpo -- - - " - - - — - - - - -- - - -- - --- - - - -- ` ---- - - --- - - - - - - - -- - — - PATRIQUIN ARCHITECTS • -� 4 GREENWOOD LANE GUILFORD, CT 06437 - F T (203)535-1688 karin@pat(quinarchitects.com OrLS ^ s' ���f f1� g �A,"i) It ° Csz ' 61 �S CIVIL ENGINEER t {� Lij ` ( CME ASSOCIATES .ky � Elk t 32 CRABTREE LANE ' WOODSTOCK, CT 06281 � T (860) 928-7846 t rstrouse@cmeengineering.com V0 v- - -_ __, _, .,,-- _THIRD FLOOR _-- STRUCTURAL AND MEP ENGINEERS 9 �o z ATLANTIC CONSULTING & ENGINEERING o = a s, 525 JOHN STREET BRIDGEPORT, CT J \ / O W o T (203) 336-4422 jquill@atlantic-eng.com B2ND FLOOR SECOND FLOOR-SOUTH VOLUME (NORTH VOLUME) " 0 Z / \ U V \ / O \ / O \ \ / SEAL f zo \ / co FIRST FLOOR — - - — - ,;', ,{,;. ... �E` '" (NORTH VOLUME) !' h' - - - - - - - - - — -- -- 0" ` ,4\\s\�"v"""";fit -- -- M - \��EU gR4tp� 3 31.5'AVERAGE — GRADE @ HOUSE (9 Lu 0 O J LL boo KEY PLAN BASEMENT-TOP OF SLAB ►N N DRAWING NORTH & SOUTH ELEVATIONS SOUTH ELEVATION 2 NORTH ELEVATION A�2 ■ HOLZNER / MARSHALL ` v v RESIDENCE MU N NATAW KET ROAD FISHERS ISLAND, NY OWNER l5 MARK HOLZNER & LESLIE MARSHALL 164 FARIST ROAD FAIRFIELD, CT 06825 T (203) 410-8311 �1✓ j mholzner@northeastgenerator.com ( ARCHITECT ez) r C G PATRIQUIN ARCHITECTS b 4 GREENWOOD LANE - - - ----- — - -- — — — — - -- — — — ---- -- --...---- -... ------ --- - - — - - -- -- GUILFORD, CT 06437 - - -- ---�, � �— ��� � �--._—._..- --- — ------- -- - -- ----- --- - - - -- - c�. � T (203)535-1688 ' o karin@patriquinarchitects.com lS CIVIL ENGINEER Q � E E CME ASSOCIATES ll 32 CRABTREE LANE TvDT 06281 � (8 O) 928-7846 rstrouse@cmeengineering.com I I mill 171yi FITI r1ri -r-rr ----------------- - - --------- - 1.25 D 12 53.0' — THIR_ fir' �2 U STRUCTURAL AND MEP ENGINEERS - - - ... -- � I _.. - — r,"� ° 525 JOHN STREET ° BRIDGEPORT, CT 460 ZLI I u T (203) 336-4422 u \ \\ \ \ \ a jquill@atlantic-eng.com O O7 _ LLI 111 11 111 111 1 43.75' _211D FLOOR _ _ O ISSUES El 4i (NORTH VOLUME) z SECOND FLOOR-S.VOLUME ----- ---- – — PERMIT SET MA Lu uj 0 zaz i ULo 739 \ O U 37 Ow ED / \ / SEAL O / co b -- - --- - - - -- - - FIST FM; -- - _- --- .M`,5 SLAB ON GRA E- - - -- - - P!!tjy -' 31.5'AVERAGE c r - -- ---- --- -- -- —... _ ---- --- GRADE @ HOUSE -Al - 0 O KEY PLAN J u_ c --- of --— -- -- - - -- — --- —'- -- '— -- rN N DRAWING EAST ELEVATION EAST ELEVATION A�202 HOLZNER / MARSHALL T RESIDENCE 1.25 r-- 12 12 THIRD FLOOR DECK(NORTH VOLUME) MUNNATAWKET ROAD z FISHERS ISLAND, NY u IN OWNER UDR O MASTER BATHROOM SET LIERM O / / MARK ISOTLZNER LESLIE MARSHALL 164' FAIRFIELD, CT 06825 I _ SECOND FLOOR(NORTH VOLUME) . T (203) 410-8311 mholzner@northeastgenerator.com c� z ARCHITECT i J u 7. ° PATRIQUIN ARCHITECTS DININC ROOM \ LIVING ?OQM 0 4 GREENWOOD LANE — ------------� GUILFORD, CT 06437 ' LEI ] co T (203)535-1688 karin@patriquinarchitects.com FIRST FLOOR(NORTH VOLUME) 333.5' ------------- u _ _ 31.5'AVERAGE �I GRADE 61HOUSE CIVIL ENGINEER 'I I I° I I II CME ASSOCIATES 32 CRABTREE LANE �I WOODSTOCK, CT 06281 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T (860) 928-7846 SECTION rstrouse@cmeengineering.com PERPENDICULAR TO 150-I -- (SEE SECTION LINE ON PLANS) I STRUCTURAL AND MEP ENGINEERS ATLANTIC CONSULTING & ENGINEERING 525 JOHN STREET BRIDGEPORT, CT T (203) 336-4422 jquill@atlantic-eng.com L01 Llj W w z 4 ISSUES 06 W , J PERMIT SET MAY 5, 2014 3 41.25 >- THIRD FLOOR DECK(NORTH VOLUME) _ 12 _ 2 0 p � I 12 o 0 (9 LL Z 00 U ( SEAL 0 cn p MASTER BEDROOM `7z 0 ' I z Q STUDY BED ROOM u A��RC 0 Lij LL11 0 g 0000 s -Rr f: W .. '; S ;r O - SECOND FLOOR(NORTH VOLUME) — `' r. z EL J— — SECOND FLOOR-SOUTH VOLUME, -.,,qr 2 � � W O A= z T J W M u / O KEY PLAN w 0 / LIVING ROOM KITC EN FOYER DEN/GUEST ROOM O u O i LL ►N OD N v 33.54 FIRST FLOOR(NORTH VOLUME) — co Fr - 32.6"FIRST FLOOR-SOUTH VOLUME 31.5'AVERAGE _ _ I I � ADE 9 HOUSE I — Ij I o all II (I, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = I u °� I v I� p DRAWING °° I �l O Ij I BASE AENT BASEMENT MECH./STORAGE I u- SECTION S I� I �I w! • 23.25' BASEMENT FLOOR SECTION A�300 HOLZNER / MARSHALL RESIDENCE MUNNATAWKET ROAD FISHERS ISLAND, NY OWNER MARK HOLZNER & LESLIE MARSHALL 164 FARIST ROAD FAIRFIELD, CT 06825 T (203) 410-8311 mholzner@northeastgenerator.com ARCHITECT PATRIQUIN ARCHITECTS 4 GREENWOOD LANE GUILFORD, CT 06437 T (203)535-1688 ka6n@patriquinarchitects.com CIVIL ENGINEER CME ASSOCIATES 32 CRABTREE LANE WOODSTOCK, CT 06281 T (860) 928-7846 rstrouse@cmeenginee6ng.com z STRUCTURAL AND MEP ENGINEERS J W o ATLANTIC CONSULTING & ENGINEERING 525 JOHN STREET o BRIDGEPORT, CT U- T (203) 336-4422 ITI N131 o M jquill@atlantic-eng.com -111 110 4 THIRD FLOOR-CENTER VOLUME L- - - _ - - - - - - ISSUES ` — PERMIT SET MAY 5, 2014 _ 12 0 z J_ W U U O �- Ei bo -� in a O 0 10 STUDY STUDY 0 O SEAL O U 60 �o _ SECOND FLOOR-Sou rH VOLUME SECOND FLOOR-CENTER VOLUME RFU AR �1 RA g� i `�, a f9 _ z ti -- j z / LLI5 yf� '''� X353 J4Q W o NEW U iLli �, 0 - - - O p LAV FO fER FOYER o U KEY PLAN co bo 32.5'"FIRST FLOOR-[SOUTH VOLUME 32.5"'FIRST FLOOR-CENTER VOLUME PN I I� " SII I !I Lu z '•I I'�I°� �•I !II•! Z o I I I I o LAU DRY BASEMENT BASEMENT ~ O I I I I o g I II I I o I iI I i LL co co v I ,I I II �•i • ! 23.25' BASEMENT FLOOR 23.25' BASEMENT FLOOR I I I! I DRAWING SECTI, a [ U M AY 12 2014 SECTION @ FOYER AND STUDY 2 SECTION @ FOYER STAIRS RL!) DEPT. TO'�""; OF S015THO!D A�301 HOLZNER / MARSHALL RESIDENCE fl�2 - 3/4' MUNNATAWKET ROAD FISHERS ISLAND, NY 10 + OWNER 10" 10" MARK HOLZNER & LESLIE MARSHALL 164 FARIST ROAD FAIRFIELD, CT 06825 T (203) 410-8311 mholzner@northeastgenerator.com 7 BASEMENT STAIR RISER/TREAD DETAIL 80 FIRST, SECOND AND THIRD FLOOR STAIR RISER/TREAD DETAIL 1-1/2"=V-9' t THIRD AR 4 4 ARCHITECT 4 // PATRIQUIN ARCHITECTS 4 GREENWOOD LANE NOTES: \ NOTES: // 44 GUILFORD, CT 06437 1. 6"WINDER MINIMUM TREAD DEPTH AT NARROW POINT 1. 6"WINDER MINIMUM TREAD DEPTH AT NARROW POINT T (203)535-1688 2. 10"MINIMUM WINDER TREAD DEPTH AT 12"WALK LINE 5 2. 10"MINIMUM WINDER TREAD DEPTH AT 12"WALK LINE 5 // ka6n@patdquinarchitects.com 3. ALL WINDER TREAD DEPTH AT 12 WALK LINE MUST BE A-4.0 3. ALL WINDER TREAD DEPTH AT 12"WALK LINE MUST BE WITHIN 3/8'TOLERANCE TO EACH OTHER WITHIN 3/g'TOLERANCE TO EACH OTHER / 4. UNDERSIDE OF STAIR FINISHED W/ONE LAYER Y2'GWB 4. UNDERSIDE OF STAIR FINISHED W/ONE LAYER Y2'GWB / z / w / / ¢ 40 \ uLu 2g 22 21Lu/ \ 39 38 37/ ❑ // U 39 CIVIL ENGINEER 24 40 \ H z / \ \ / CME ASSOCIATES \ 8'-6"\ TERIOR OF STRI GFRs 38 - '8 TEIFItIHLF1�IR3 l 6R6 - 32 CRABTREE LANE WOODSTOCIK, CT 06281 uO T (860) 928-7846 \ / o — — — — — rstrouse@cmeengineering.com \— — — 20 \ 36 0 � 25 I \ 4. I / 1 33 20 I I STRUCTURAL AND MEP ENGINEERS co ;2 - 12.'- - - - - - - 19 p - - - - - — — — — — — — ATLANTIC CONSULTING & ENGINEERING - - - - SECOND FLOOR 525 JOHN STREET - - - - - - - - 43 - - - - - - - EsT (203) 336-4422 _ jquill@atlantic-eng.com - - - - - - - 1745b- - -- - - 7I 27 26 ISSUES DN UP 2"EXTERIOR STRINGER, DN 12" w / I 36" INTERIOR OF STRINGERS ALK LINE 4"INTERIOR STRINGER WALK LI E U PERMIT SET MAY 5, 2014 41" INTERIOR OF STRINGERS W/ RAILING ABOVE,TYP. Lu 11 WOOD CAP OVER CC 41" INTERIOR OF STRINGERS N Q 24 TO MATCH TREADS z w m J 1 lO Z PLAN - FIRST FLOOR STAIR 4 PLAN - THIRD FLOOR STAIR o o � 22 1/2"=1-0" M ❑ 21 b N SEAL z NOTES: NOTES: j -" 1. 6"WINDER MINIMUM TREAD DEPTH AT NARROW POINT 5 1 1. 6"WINDER MINIMUM TREAD DEPTH AT NARROW POINT `a 2. 10"MINIMUM WANDER TREAD DEPTH AT 12"WALK LINE 5 2. 10"MINIMUM WINDER TREAD DEPTH AT 12"WALK LINE A-4.0 ' 3. ALL WINDER TREAD DEPTH AT 12"WALK LINE MUST BE 3. ALL WINDER TREAD DEPTH AT 12"WALK LINE MUST BE °D 1 �"t"t4!lltlllpt�, A-4.0 WITHIN 3/g'TOLERANCE TO EACH OTHER E A WITHIN 3/8'TOLERANCE TO EACH OTHER � „ 4. UNDERSIDE OF STAIR FINISHED W/ONE LAYER Y2'GWB 4. UNDERSIDE OF STAIR FINISHED W/ONE LAYERYz GWB 39 38 1 37 FIRST FLOOR 15 I c TGo 293� r 8 7 b / '/% \40 \ /7-6,� TERIOR OF STRI GERS � / 8'-6" TERIOR OF STRI/GERs / '"�►m�omxr�ra KEY PLAN jo ' N04 / W6 10 / PN Lu 10 CD No < ^ 1 o b ^ � 4 - -I- -- - - 35 - O w 8 _ _ _ _ LCL J 11 0 U 3 I - -I- -- - - 34 a 00 ? 7 12 - - - � — o o - - - - 27 I 1 ❑ Lu — - - ? I - -I- -- - - 33 10= 13 - - - -I — - o I 28 - - - - -I- - 1 z - - - 32 z_ 14 - - - — UP 29 v 1 12' f N G I o I 31 °� M DRAWING ' MR iWALK LINE _ _ _ _ _ _ _ _ - - - - - - STUDY -KN - - - 15 LNDING 36" INTERIOR F STRINGERS 30 DN 12„ UP STAIR. DETAILS / ALK LINE 41" INTERIOR OF STRINGERS 41" INTERIOR O STRINGERS i NOTE:TREAD DIMENSIONS TYPICAL BASEMENT / THROUGHOUT FLOOR LEVELS 1 -8Y2 PLAN BASEMENT STAIR 3 PLAN - SECOND FLOOR STAIR 5 STAIR SECTION 1/2"=V-0" A�400 HOLZNER / MARSHALL SIP PANEL SCREWS W/ SIP PANEL SCREWS W/ RESIDENCE 2" WASHER TYP. @ 12" O.C. 2" WASHER TYP. @ 12" O.C. ASPHALT SINGLE ROOF ASPHALT SINGLE ROOF20 '`:``::`::`:.➢ O 0 Z M U N NATAW KE T ROAD :. m 0 T —v FISHERS ISLAND,L ; y o .. AN D NY z O ALUM GUTTER O r -n PANEL SEALAP T E PV OWNER 1XPC V TRIM 1 X C TRIM 2X LET-IN TOP PLATE 2X LET-IN TOP PLATE 2X BLOCKING ASSEMBLY MARK HOLZNER & LESLIE MARSHALL ATTACHED W/ MINIMUM ATTACHED W/ MINIMUM 164 FARIST ROAD 1Od (3"X0.131" NAILS @8" 8d (2.5"X0.1 13") FULL 8d (2.5"X0.1 13") FULL O.C. TWO ROWS FAIRFIELD, CT 06825 203 ROUND HEAD SMOOTH SHANK ROUND HEAD SMOOTH SHANK STAGGERED OR T ( ) 410-8311 NAILS BOTH SIDES @6"O.C. NAILS BOTH SIDES @6"O.C. mholzner@northeastgenerator.com PER LOCAL CODE 1/2" NON VENTED BEADED VINYL SOFFIT 1/2" NON VENTED BEADED VINYL SOFFIT 2X LET_IN TOP PLATE BUILDING PAPER OVER PLY OF SIP PANEL BUILDING PAPER OVER PLY OF SIP PANEL ATTACHED W/ MINIMUM 8d (2.5"X0.113") FULL ARCHITECT CEDAR SHAKES OR SHINGLES - CEDAR, SHAKES OR SHINGLES ROUND HEAD SMOOTH SHANK NAILS BOTH SIDES @6"O.C. PATRIQUIN ARCHITECTS 4 GREENWOOD LANE 6 1/2"SIP WALLS 6 1/2" SIP WALLS 1/2" GYPSUM BOARD GUILFORD, CT 06437 T (203)535-1688 ka6n@patriquinarchitects.com 6 1/2 "SIP PANEL » FLOOR SYSTEM (BY OTHERS, CONNECTION TO WALL BUILDING PAPER _ MUST COMPLY WITH BUILDER GUIDELINE OVER PLY OF SIP PANEL - BOOKLET SPECIFICATIONS) CIVIL ENGINEER CEDAR SHAKES OR SHINGLES .... CME ASSOCIATES FLOOR SYSTEM 2X6 END WALL BRACING 32 CRABTREE LANE BY OTHERS, CONNECTION ( WOODSTOCK. CT 06281 `' ' TO WALL MUST COMPLY ....... T (860) 928-7846 WITH BUILDER GUIDELINE rstrouse@cmeengineering.com BOOKLET SPECIFICATIONS) 6 1/2 "SIP PANEL CEDAR SHAKES OR SHINGLES BUILDING PAPER---- STRUCTURAL AND NAEP ENGINEERS OVER PLY OF SIP PANEL - ATLANTIC CONSULTING & ENGINEERING t 525 JOHN STREET BRIDGEPORT, CT FOAM SEAL BOLT HOLES TYPICAL T (203) 336-4422 BOLTS @ 3-0O.C. ' " AND @ 12" MIN. jquill@atlantic-eng.com s ( ) V ' BOLTS @ V-0" O.C. (?) AND @ 12" MIN. 3"X3"X1/4" PLATE WASHER FROM CORNERS AND @ SIDES OF OPENING FROM CORNER'S AND @ SIDES OF OPENING b : Y2' THREADED ROD CAULK BcTWEEN PLATES TYPICAL FOAM SEAL BOLT HOLES TYPICAL 3"X3"X1/4" PLATE WASHER " "SILL PLATE BOLT 0.040 ALUM. TERMITE SHIELD TYPICAL Y2 STEEL REINFORCED ISSUES CAULK BETWEEN PLATES TYPICAL BOND BEAM NAIL SIP OSB TO SILL PLATE WITH 8d FLOOR SYSTEM PERMIT SET MAY 5, 2014 ALUM. TERMITE SHIELD TYPICAL "' '' COMMON (.131" D) @ 6" O.C. (BY OTHERS, CONNECTION TO WALL 0.040" 1 EPS BOND BEAM WITH d COMMON INSULATION FOAM SILL SEALER TYPICAL MUST COMPLY WITH BUILDER GUIDELINE NAIL SIP OSB TO SILL PLATE I H 8 COBOOKLET SPECIFICATIONS) (.131" D) @ 6" O.C. ;:::<:::::: FLOOR SYSTEM ` (BY OTHERS, SILL PLATE (BY OTHERS) FOAM SILL SEALER TYPICAL 2X6 END WALL BRACING CONNECTION TO WALL #3 BOND BEAM REBAR a STEEL REINFORCED BOND BEAM 43 BOND BEAM REBAR MUST COMPLY WITH . II SEAL BUILDER GUIDELINE 1 %4„ CONCRETE FACE SHELL a II I” EPS BOND BEAM INSULATION 1 %4' CONCRETE FACE SHELL BOOKLET SPECIFICATIONS) II ° ll FINISHED GRADE LEVEL RIGID INSULATION pill II „mm+►►��GRu, h ARS ', \ . it ° II 3 MIL n u HOLE' \ \ \ . \ ��qlF ° CONCRETE STUD ;;;; E C NE`N p ��� WRAPPED IN 1" EPS / - \\ \\ \\ \ I INSULATION ;;;; II CONCRETE STUD 2Y2 FOAL( r� ;;;; (WRAPPED IN 1 EPS INSULATION) KEY PLAN \ \ \ IN \ \\ \ VERTICAL #4 REBARit itI VERTICAL #4 REBAR 'INSIDE EACH STUD) (INSIDE EACH STUD) 41 STEEL 1 / :� a / F till GALVANIZED 2Y FOAM INSULATION GALVANIZED STEEL STUD FOR FACING STEEL STUD FACING ;; ;; 10/2' HOLE FOR WIRING AND PLUMBING N ir STEEL REINFORCED FOOTING BEAM �yg� 11 SLAB CONNECTOR AS REQUIRED CLEAN CR FROST LINE (DEPTH VARIES PER \ ;; , FILTER MEMBRANE BY OTHERS ( ) (DEP ' "c � \ \ •. •. u \ \ \ \ \ �\/ \ ( ) --� -_ AUXILIARY DRAIN PIPE II CONCRETE FLOOR (BY OTHERS, SEE CURRENT TO SUMP OR DAYLIGHT sq II EDITION OF THE BUILDER GUIDELINE BOOKLET FOR FURTHER DETAILS) DRAWING CLEAN CRUSHED STONE FOOTING TYPICAL WALL I (DEPTI-II VARIES PER APPLICATION)II I I I I III III SECTIONS SECTION THROUGH NORTH VOLUME, SLAB ON GRADE2 SECTION THROUGH SOUTH VOLUME, EAST SIDE A�5mO