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HomeMy WebLinkAbout45919-Z tlFF04 Town of Southold 5/11/2022 P.O.Box 1179 o - 53095 Main Rd yaorx Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43059 Date: 5/9/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: Private Rd, Fishers Island SCTM#: 473889 Sec/Block/Lot: 7.-6-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2018 pursuant to which Building Permit No. 45919 dated 3/12/2021 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: single family dwelling with conditioned basement storage(non-sleeping), covered porches, deck and screened porch as applied for. The certificate is issued to Windex 2.0 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-18-0052 10/22/2021 ELECTRICAL CERTIFICATE NO. 45919 9/28/2021 PLUMBERS CERTIFICATION DATED 4/22/2021 Glenn Gell Autho zed Signa re x TOWN OF SOUTHOLD O�guFfQ(��o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o • 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#: 45919 Date: 3/12/2021 Permission is hereby granted to: Windex 2.0 LLC 191 Main St Unit A New Canaan, CT 06840 To: Demolition of existing dweliing and construct a new single family dwelling as applied for per schd approval. Replaces BP #42985. At premises located at: Private Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 7.-6-3.2 Pursuant to application dated 3/12/2021 and approved by the Building Inspector. To expire on 9/11/2022. Fees: PERMIT RENEWAL $1,158.20 Total: $1,158.20 Building Inspector ' TOWN OF SOUTHOLD QgOFfOL,rl' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy: • o� 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#: 42985 Date: 8/31/2018 Permission is hereby granted to: Hotchkiss Harvey, Mary 180 Lime Rock Rd Lakeville, CT 06039 To: make alterations to an existing single family dwelling as applied for per schd approval. At premises located at: Private Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 7.-6-3.2 Pursuant to application dated 8/3/2018 and approved by the Building Inspector. To expire on 3/1/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,474.40 CO -ALTERATION TO DWELLING $50.00 Total: $1,524.40 i Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)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 r Date. 9 l 2 l 2D LCi New Construction: Old or Pre-existing Building: (check one) t Location of Property: 61331 E,4ST 6Np Eo;-�p FrsmtF-[�S �SLito.1� House No. Street Hamlet Owner or Owners of Property: U1111LREF Ta F. /VCM(lC�� KbR,YttDC(-Ef c55ffAWRYILS-YL[GC'EV IfKWSAgfiei Suffolk County Tax Map No 1000, Section D 0 1 Block Lot �- Subdivision Filed Map. Lot: Permit NoDate of Permit. Applicant: Health Dept. Approval: 10 I ` C)O5 2- . Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 5"O. Lt, gf�) I Applicant Signature SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 roper.richertCaD-town.southold.ny.us Southold,NY 11971-0959 ol�COU� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Windex 2.0 LLC (Hotchkiss) Address: Private Rd (6331 East End Rd) City: Fishers Island St: New York Zip: 6390 Building Permit#: 45919 Section: 7 Block: 6 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting License No: 4798-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 X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 73 Ceiling Fixtures 29 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures 22 Smoke Detectors 9 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 45 CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 4-under cabinet lights, gas cook top, 2-electric ovens (50-a), range hood, 4-bath fs 4-paddle fans,30-ARC Fault circuit breakers. Notes: Inspector Signature: �Z Date: September 28 2021 Ir 81-Cert Electrical Compliance Form.xls TEL.76.-1802 ' TOWN of sounioLD OFFICE OF BUILDING INSPECTOR .,� P.O. BOX-728 O = TOWN HALL r SOUTHOLD, MY, 1197 • . 1 . I C E R T I F I C Date / Building Perini i No. �, / • ' Owner I�1 14 e® (pla print) �- ea ., 4PlEse Pluinber print) s % ,certify t at the solder used in the water supply system contains less •t�h n 2/10 of 1% .lead. (p.jumber's .signature) Sworn to before a this day of .40 L No Pub,Iic Atotary •Publics Count�' P vb��.` • 22 22 �� \\ # �!#0 0�0 TOWN OF SOUTHOLD BUILDING DEPT. R Aw `ycourm, 765-1802 INSPECTION [FOUNDATION 1S [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING _ REMARKS: 0,pt, �A4..— oat w too, DATE �` INSPECTOR as SOUIy o� O * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,� 765-1802 INSPECTION " - - [ FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ✓ ..i......%C c✓"� Gtr-•�.�, 2 • l��- � � � _ per. >�` DATE ®�a-g INSPECTOR q OF SOU ryo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ F901NDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � Ile Ow00, , s ' �Pop OW7 L DATE 067311 INSPECTOR -' �aOF SO(/Tyo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 f INSPECTION ' - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ]' F UNDATION 2ND { ] INSULATION/CAULKING [=LACE.& ING /STRAPPING [ ] FINAL [ CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lkk- tf jjt,,V, &Y:,-f ate.. c DATE `` 07 / INSPECTOR OF SOUTy� -- -- - - �'� } # TOWN OF SOUTHOLD BUILDING DEPT. 76'''5-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PLBG. FOUNDATION 2ND [ INSULATION/ ULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ r-FIRE`SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ]' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lee ��• OF DATE di INSPECTOR oF SOGlyolo . - # * TOWN OF SOUTHOLD.BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION '2ND ' [ INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: a _ oe? Loll DATE 0'2 /5: INSPE TO R - - - C oE SOpj�,o� TOW®..�� �fi � # N OF SO TH LD BU1 ING DEPT.'"��"—• �`ycourm ' 765-1802 INSPECTION [ _ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ..] IN ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A• DATE INSPECTOR - %f SOGTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] F ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [` ] FIREPLACE& CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O J REMARKS: DATE INSPECTOR . ` n lhu rd�. BAR 1 b 7n" BUILDiI1IG DEPS TOWN OF SOU rH6 January 17, 2022 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Attn: Michael J.Verity Chief Building Inspector Re: HRV unit Hotchkiss Residence Fishers Island, New York Permit No.#45919 Dear Mr.Verity, This letter is to let you know that I am recommending and approving the use of the Fantech #99203 VHR 150 Fresh air appliance as the HRV unit at the Hotchkiss Project on Fishers Island, permit#45919 This letter is to certify that, to the best of my knowledge, the Fantech#99203 meets and exceeds compliance with code requirements. Sincerely, P g� AR(�fJ Bruce D. Kinlin, AIA Registered New York Architect 029�� Jd License#: 029481 ���OF 14 `T;. MAR 1 .4 )fr;g BUILDING DEPT. TOWN OF SOUTHOLD January 17, 2022 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Attn: Michael J.Verity Chief Building Inspector Re: Insulation Hotchkiss Residence Fishers Island, New York Permit No.#45919 Dear Mr.Verity, This letter is to let you know that I have inspected the insulation at the Hotchkiss project on Fishers Island, permit#45919 This letter is to certify that the insulation meets the specification requested and to the best of my knowledge meets and exceeds compliance with our submitted plans and code requirements. Sincerely, Bruce D. Kinlin, AIA Registered New York Architect �J' ° 029��' yd License#: 029481 �T�OF NES Architects' Wes, 33t'h 71;75 5K 17336 'Lk� X BE' ,, € ' t ssg sus °g the'4';s$k. a.t'��.'," MAR 1. 4 9n;7g lu I I TOWN OF SOUTHbLD January 17, 2022 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Attn: Michael J.Verity Chief Building Inspector Re: Framing work Hotchkiss Residence Fishers Island, New York Permit No.#45919 Dear Mr.Verity, I am the Architect of record for the Hotchkiss project on Fishers Island.This letter is to let you know that I have inspected the Framing at the Hotchkiss project, permit#45919. I have reviewed the framing components, including studs, headers,joists, rafters and blocking required to resist gravity loads. I have reviewed shear wall and resisting construction,.including plywood sheathing, hold-down hardware and metal strapping. It is my opinion that the work is constructed in substantial conformance with the contract documents and meets the building code structural requirements. Sincerely, 1� ••����D AFR? c'S'T Bruce D. Kinlin,AIA Qxr: Registered New York Architect License#: 029481 d '14 `'. k F .?.w3i 8ia.r ..5rf D Building Consewation Technology MAY - 9 gn,;,) Testing Sheet 13UILDING DEPT TOWN OF sOUTHOLD Rater: RTIN- Signa ture: Date of Test: /o/2q/`zo Builder: Builder Contact: '&v I Address of Test SFBE: Total Heated Space: qSD,� Volume: Source, of Area and Volume Calculations:)E�e-- Blower Door Test NOTES: Fan Date Outside Ring Pressure Fan Flow ACH50;! PASS/FAiL C/02 2 0 L Duct /? 'Blaster Test 4)1 f),/ct h1orL 4h- 'Ie'v/ 5rw—a -50 �i'-e--A-P Air Handier Location: Floor Served: AreaServed: Rough In or Post Construction: Total o r Fan Passor NOTES: ,Date, i Ring Pressure Fan FloW Leakage Fail Outside Dugt Blaster Test Air Handier Location: Floor Served: Area Served: Rough In or Post Consrtucation. Passor NO I ES: Total or Fan -an F(r Date Ring Pressure F -Yw Leakage Fall Outside i I i Fishers Island IOM 4, 8 NI E DIN D Hotchkiss 0914Siz"'ce 15 DAVID LEE Quote#:ARA6MSA r RINGS END OF MANTIC INC PO BOX 714 NIANTIC,CT 06357-0714 Phone:(860)739-5441 i Email:david.lee@ringsend.com I This report was generated on 1/7/201911:32:26 E AM using the Marvin Order Management System, version 0002.24.00(Current).Price in USD.Unit availability and price are subject to change.Dealer I terms and conditions may apply. 's I Project Description: Hotchkiss Residence - 09-14=2014 Featuring products from: I NlARV'1N�� � Suit around woo. I I I i I i I i I I I t �It `III I ( i E OMS Ver.0002.24.00(Current) i Fishers Island NY Product availability and pricing subject to change. Hotchkiss-091418 Quote Number:ARA6MSA _Architectural Project Number: LINE ITEM QUOTES The following is a schedule ofthe windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. i Line#1 Mark Unit:A(101,102,105,109) Net Price: 1,872.6411 Qty:4 Ext.Net Price: USD 7,490.56 �1� Stone White Clad Exterior M"VIN Painted Interior Finish-White-Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 CN 3232 Rough O ening 381 4"X 72" I Top tsfi Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG l StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3 W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Painted Interior Finish-White-Pine Sash Interior RO 381/4"X 72" ( IG-1 Lite i StormPlus Low E2 w/Argon i Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package I White Exterior Weather Strip Package i White Sash Lock i White Top Sash Strike Plate Assembly Color 1 Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh v "*Screen/Combo Ship Loose i 615/16"Jambs AL Nailing Fin Note:Reference the installation instructions for StormPlus certification I requirements. j ***Note: Unit Availability and Price is Subject to Change Line#2 Mark Unit:A(..22,123,124) Net Price: 1,872.64 Qty:3 ; Ext. Net Price: USD 5,617.92 Stone White Clad Exterior Painted Interior Finish-White-Pine interior Built°roundyru. Clad Ultimate Double Hung-Next Generation 2.0 CN 3232 i Rough Opening 381/4"X 72" I 6�orfe�rrria�� 'Sti�r�iPlus`i op as -- Stone White Clad Sash Exterior i Painted Interior Finish-White-Pine Sash Interior i IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless j Rectangular-Special Cut 3W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int l Ogee Interior Glazing Profile I� Bottom Sash OMS Ver.0002.24.00(Current) f Processed on:1/7/201911:32:26 AM Page 2 of 16 OMS Ver.OOb2.24.00(Current) t Fishers Island NY Product availability and pricing subject to change. Hotchkiss 091418 Quote Number:ARA6MSA Architectural Project Number: i Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior j IG-1 Lite ( StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color i i Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose { 615/16"Jambs AL Nailing Fin As Vievied Fr©m The Exted�r ***Note:Reference the installation instructions for StormPlus certification RO 361/4"X 72" requirements. ***Note: Unit Availability and Price is Subject to Change i f 1,504.58 Line#3 Mark Unit: B(106,108,110,112) Net Price: Qty:4 j Ext. Net Price: USD 6,018.32 Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Baillaroun+l u. I i Clad Ultimate Double Hung-Next Generation 2.0 CN 2032 Pertormanee:-simrms�u°SJ�i}A' j i Top Sash Stone White Clad Sash Exterior jPainted Interior Finish-White-Pine Sash Interior I IG r { StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar j7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W2H , Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From Tile Exteric F Painted Interior Finish-White-Pine Sash Interior RO 261/4"X 72" iG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar i Ogee Interior Glazing Profile i White Interior Weather Strip Package I White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen i Stone White Surround Charcoal Fiberglass Mesh { ***Screen/Combo Ship Loose i 615/16"Jambs AL Nailing Fin i ***Note:Reference the installation instructions for StormPlus certification } requirements. i ***Note: Unit Availability and Price is Subject to Change t Line#4 Mark Unit:C 007,111) Net Price: 2,370.06 Qttyw2 Ext. Net Price: USD 4,740.12 Stone White Clad Exterior i Painted Interior Finish-White-Pine interior Bawl arwaa�-�. i Clad Ultima'te Double Hung-Next Generation 2.0 OMS Ver.0002.24.00(Current) ! Processed on:1/7/201911:32:26 AM Page 3 of 16 I OMS Ver.0602.24.00(Current) Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 ! Quote Number:ARAWSA Architectural Project Number: , i CN 4432 Rough Opening 501/4"X 72" Performance:StormPlus IZ3 f Top Sash Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior jStor �"PIS_ � 2 r/Ar rst i Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 4W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile j Bottom Sash Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior As Viewed From The Exteii�r IG-1 Lite RO 501/4"X 72" StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock s White Top Sash Strike Plate Assembly Color Aluminum Screen s Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 615/16"Jambs { AL Nailing Fin f ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i • Line#5 Mark Unit: D -1113,115) Net Price: 1,266.65 Qty:2 ? Ext. Net Price: USD _ 2,533.30 „MARVIW�, l Stone White Clad Exterior i Painted Interior Finish-White-Pine Interior e.r b p""d . ( i Clad Ultimate Double Hung-Next Generation 2.0 f CN 2024 ug g w 6 j Top Sash Stone White Clad Sash Exterior j Painted Interior Finish-White-Pine Sash Interior j IG StormPlus Low E2 w/Argon fStainless Perimeter and Spacer Bar ! 7/8"SDL-With Spacer Bar-Stainless , A Rectangular-Special Cut 2W2H f Stone White Clad Ext-Painted Interior Finish-White-Pine Int { Ogee Interior Glazing Profile Bottom Sash j Stone White Clad Sash Exterior AS Mowed From The ExtrvdPainted Interior Finish-White-Pine Sash Interior 17 IG-1 Lite R6 261/4"X 56° ? StormPlus Low E2 w/Argon i Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen } Stone White Surround i Charcoal Fiberglass Mesh i ***Screen/Combo Ship Loose OMS Ver.0002.24.00(Current) ;� Processed on:1/7/201911:32:26 AM Page 4 of 16 OMS Ver.OOb2.24.00(Current) Fishers Island NY Product availability and pricing subject to change. Notchkiss_091418 Quote Number:ARA6MSA Architectural Project Number: i j 615/16"Jambs AL Nailing Fin i ***Note:Reference the installation instructions for StormPlus certification i requirements. ***Note: Unit Availability and Price is Subject to Change i i Line#6 Mark Unit:E(114) Net Price: 1'559'25 Qty: 1 Ext. Net Price: USD 1,559.25 MARVIN% , Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 CN 3224 !fh O eain 1 4 X 56" rJ"rirr3wan 3 or��P.Rs 3' Top Sash I Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG Lr7 I StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Painted Interior Finish-White—Pine Int i Ogee Interior Glazing Profile i Bottom Sash j Stone White Clad Sash Exterior As Viewed FrCtirl Tire Exterior Painted Interior Finish-White-Pine Sash Interior RO 381/4"X 56" IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock { White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 615/16"Jambs AL Nailing Fin I ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change f I Line#7 Mark Unit: F(116,117,118,119) Net Price: 2,671.13 Qty:4 1Ext. Net Price: USD 10,684.52 ! Stone White Clad Exterior IVIARVIN���w . Painted Interior Finish-White-Pine Interior B"mdana ,. ! 1W2H- Rectangle Assembly Assembly Rough Opening 361/4"X 8411/16" j Unit.Al I Clad Ultimate Double Hung Transom-Next Generation 2.0 CN 3012 K g 361 4' X 20 3 16" Pim norm 1us3 Stone White C a Sas erior Painted Interior Finish-White-Pine Sash Interior IG j StormPlus Low E2 w/Argon ji Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless OMS Ver.0002.24.00(Current) , Processed on:1/7/2019 11:32:26 AM Page 5 of J.6 ali OMS Ver.0002.24.00(Current) Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 Quote Number:ARA6MSA Architectural Project Number: t f Rectangular-Special Cut 3W1H Stone White Clad Ext-Painted Interior Finish-White-Pine Int r,1 j Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package s Unit:BS F-F� f Clad Ultimate Double Hung-Next Generation 2.0 rsl�l _i CN 3028 Mng 361/4 X64" Stm,f;'t1/4"9X"1 ` Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior iG StormPlus Low E2 w/Argon AS Vleb92Ci FfQfii The Exterior Stainless Perimeter and Spacer Bar RO 361/4"X 8411/16" i 7/8"SDL-With Spacer Bar-Stainless Rectangular-Standard Cut 3W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int I Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior I Painted Interior Finish-White-Pine Sash interior IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package I White Exterior Weather Strip Package s White Sash Lock 1 White Top Sash Strike Plate Assembly Color 1 Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose Horizontal Structural Mull 1" Standard Mull Charge 615/16"lambs AL Nailing Fin j i ***Note:This configuration meets a minimum structural performance of DP 20 through either physical testing or calculations in accordance with AAMA 450 and I building code requirements.Mull certification ratings may vary from individual unit certification ratings.Reference the mulling chapter of the ADM for additional information. ***Note:Mullions must be checked to ensure compliance with jobsite i ? requirements for structural loading. ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i Line#8 Mark Unit: F(--i20,121) Net Price: 2,671.13 -11 Qty:2 j Ext. Net Price: USD 5,342.26 MARVIN% I Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Budturoundvnw 1W2H- Rectangle Assembly Assembly Rough Opening 361/4"X 8411/16" i { Unit:Al j Clad Ultimate Double Hung Transom-Next Generation 2.0 i CN 3012 Rou h Opening 361/4"X 20 3/16" $t-r,�:ri�Rius� . Stone fiifClad as xterior i Painted Interior Finish-White-Pine Sash Interior IG OMS Ver.0002,24.00(Current) Processed on:1/7/201911:32:26 AM Page 6 of 16 I • t OM5 Ver,002.24.00(Current) Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 i Quote Number:ARA6MSA Architectural Project Number: StormPlus Low E2 w/Argon ' i Stainless Perimeter and Spacer Bar ?1 { 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W1H Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package ` Unit:81 j Clad Ultimate Double Hung-Next Generation 2.0 CN 3028 Rou h QF11111111111111111111111e. 36�1 f fi4"" Urfa nil c eamf "I�Z�:_ E4 I op Sash Stone White Clad Sash Exterior As Viet`/ed From The Exterior Painted Interior Finish-White-Pine Sash Interior RO 361/4"X 8411/16" ! IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Standard Cut 3W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int I Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior i IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh j ***Screen/Combo Ship Loose Horizontal Structural Mull 1" j Standard Mull Charge E 615/16"Jambs AL Nailing Fin I ***Note:This configuration meets a minimum structural performance of DP 20 i through either physical testing or calculations in accordance with AAMA 450 and building code requirements.Mull certification ratings may vary from individual fy unit certification ratings.Reference the mulling chapter of the ADM for additional information. ***Note:Mullions must be checked to ensure compliance with jobsite requirements for structural loading. ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i i Line#9 Mark Unit:G(03,125,201) Net Price: 1,623.16 Qty:3 Ext.Net Price: USD 4,869.48 NIARVIN-16-; Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Boi1kar-nd`au Clad Ultimate Double Hung-Next Generation 2.0 CN 3226 Rough Opening 381/4"X 60" Performance:StormPlus IZ3 Top Sash ! Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG StormPlus Low E2 w/Argon OMS Ver.0002.24.00(Current) Processed on:1/7/201911:32:26 AM Page 7 of 16 f1 OMS Ver.OOb2.24.00(Current) Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 Quote Number:ARA6MSA Architectural Project Number: i t t Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H 7F] Stone White Clad Ext-Painted Interior Finish-White-Pine Int 1 Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior s Painted Interior Finish-White-Pine Sash Interior 16-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar A Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock { White Top Sash Strike Plate Assembly Color As Viewed From The Ei[te1i ►r Aluminum Screen RO 381/4"X 60" Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose i 615/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change I Line#10 MarkUnit:G (202,203,204,205) Net Prue: 1,623.16 Qty:4 ! TExt. Net Price: USD 6,492.64 ■`, N Stone White Clad Exterior - Painted Interior Finish-White-Pine Interior Boll around vu t Clad Ultimate Double Hung-Next Generation 2.0 i CN 3226 ou h 0 ernn 381 ' (,6,0" #'crforro ice M,0 B7 o Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG ' StormPlus Low E2 w/Argon j Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless A Rectangular-Special Cut 3W2H i Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed'From Tba-Exteridr Painted Interior Finish-White-Pine Sash Interior RO 381/4"X 60" IG 1 Lite j StormPlus Low E2 w/Argon i Stainless Perimeter Bar i Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weatherstrip Package White Sash Lock i White Top Sash Strike Plate Assembly Color Aluminum Screen ' Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 615/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change I s t s OMS Ver.0002.24.00(Current) Processed on:1/7/201911:32:26 AM Page 8 of 16 } j I OMS Ver.00'02.24.00(Current) ? Fishers Island NY Product availability and pricing subj�ct to change. Hotchkiss_091418 Quote Number:ARAWSA _ Architectural Project Number: Line#11 Mark Unit:G';(206,207,208) Net Price: 1,623.16 Qty:3 Ext. Net Price: USD 4,869.48 IMARV1 ,1 ? Stone White Clad Exterior Painted Interior Finish-White-Pine Interior 8"il:nrwnd rou { Clad Ultimate Double Hung-Next Generation 2.0 i CN 3226 Rough Opening 3$.,,1/4' X 60" i I r S"Wl fi dimi-2.5"5 I op Sas Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG { StormPlus Low E2 w/Argon j Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H i Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Bottom Sash iStone White Clad Sash Exterior As Viewed From dire Exterior Painted Interior Finish-White-Pine Sash Interior RO 381/4"X 60" IG-1 Lite Storm Plus Low E2 w/Argon Stainless Perimeter Bar I Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package i White Sash Lock White Top Sash Strike Plate Assembly Color jAluminum Screen S Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 615/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification ' requirements. 1 ***Note: Unit Availability and Price is Subject to Change s I Line#12 Mark Unit: H (209,213,214,215) Net Price: 1,623.16 Qty:4 Ext. Net Price: USD 6,492.64 RVIN i Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 ( —� CN 3226 f i i Rou enSng3fl1Q,' luf I °Idrtln afCm'I�t�d I Top Sash L6 Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H li Stone White Clad Ext-Painted Interior Finish-White-Pine Int j Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Es'izi��d From The Extedcr Painted Interior Finish-White-Pine Sash Interior RO 381/4"X 60" I IG-1 Lite StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White interior Weather Strip Package White Exterior Weather Strip Package OMS Ver.0002.24.00(Current) C Processed on:1/7/201911:32:26 AM Page 9 of 16 'i • OMS Ver.OOb2.24.00(Current) Fishers Island NY Product availability and pricing subj dct to change. Hotchkiss_091418 Quote Number:ARA6MSA t _ Architectural Project Number: t White Sash Lock White Top Sash Strike Plate Assembly Color i Aluminum Screen Stone White Surround Charcoal Fiberglass Mesh ***Screen/Combo Ship Loose 615/16"Jambs AL Nailing Fin I '**Note:Reference the installation instructions for StormPlus certiflca_tion requirements. ***Note: Unit Availability and Price is Subject to Change I Line#13 Mark Unit: I ( 10} TNet Price: 949.41 Qty: 1 j Ext.Net Price: USD 949.41 Stone White Clad Exterior Painted Interior Finish-White-Pine Interior Clad Ultimate Casement-Stationary CN 2640 Rough Opening 27"X 39 5/8" i F ame Size 26 X 391/8 � £''f rirohatlC� .rt�'J•7�d::: '!1 8W3�,a E Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG-3/4" i StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless I Rectangular-Special Cut 2W2H Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Standard Bottom Rail L LJ i White Weather Strip As Viewed From The Exterior solid wood covers RO 27"X 39 5/8° 615/16"Jambs AL Nailing Fin *"Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change Line#14 Mark Unit:J (211,212) Net Price: 1,637.02 Qty:2 Ext. Net Price: USD 3,274.04 4MARVIN-'rt�, I Stone White Clad Exterior i Painted Interior Finish-White-Pine Interior Clad Ultimate Awning-Roto Operating CN 4844 t i i Rough Opening 49"X 43 5/8" l Fr e,Siz 4 - 8' e ^ f-S i PertfSl,naa c : ,-- ius,l2 Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior IG-3/4" StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8 SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Painted Interior Finish'-White-Pine Int Ogee Interior Glazing Profile Standard Bottom Rail As Vie.»red FrornTiie Exterior White Weatherstrip RO 49"X 43 5J8" i White Folding Handle White Multi-Point Lock i Aluminum Screen { White Surround ! Charcoal Fiberglass Mesh OMS Ver.0002.24.00(Current) Processed on:1/7/2019 11:32:26 AM Page 10 of 16 I i OMS Ver.0002.24.00(Current) 1 Fishers Island NY Product availability and pricing subjlict to change. Hotchkiss_091418 Quote Number:ARAWSA Architectural Project Number: I 615/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i LC #16 Mark Unit: 10,4 Net Price: 5,815.81 Qty: 1 j Ext. Net Price: USD 5,815.81 IE IfYIARV'rN-�'& Stone White Clad Exterior � ( Painted Interior Finish-White-Pine Interior Bu$nmu d­ I Clad Ultimate Outswing French Door Pre 7/30/2012-XX Left Hand CN 5068 r i sough Q�en� / " 2" Glass Add For All Sash/Panels Left Panel a Stone White Clad Sash Exterior / Painted Interior Finish-White-Pine Sash Interior IG- Lite St { Storr mPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile lnsc5ve Activa Right Panel Stone White Clad Sash Exterior { Painted Interior Finish-White-Pine Sash Interior IG-1 Lite As Viewed From The Extedo'r StormPlus Tempered Low E2 w/Argon RO 615/8"X 821/2" i Stainless Perimeter Bar i Ogee Interior Glazing Profile Traditional Lever(s) jMulti-Point Lock on Active Panel E Satin Nickel PVD Active Exterior Handle Set on Active Panel Keyed Satin Nickel PVD Active Interior Handle Set on Active Panel Keyed Alike j Keyed Alike Group 1 Multi-Point Lock on Inactive Panel Satin Nickel PVD Inactive Exterior Handle Set on Inactive Panel Satin Nickel PVD Inactive Interior Handle Set on Inactive Panel Satin Nickel PVD Adjustable Hinges Bronze Ultrex Sill Black Weather Strip 615/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i Line#17 Mark Unit: 104 sidelights Net Price: 2,710.4611 Qty: 2 I Ext. Net Price: USD 5,420.80 Stone White Clad Exterior i L Painted Interior Finish-White-Pine Interior euiunm""d ro,. Clad Ultimate Outswing French Door Pre 7/30/2012-0 CN 2668 itgp�e„p�tny3M6' 821/2" at1 Glass Add For All Sash/Panels j Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless I Rectangular-Special Cut 2W4H i Stone White Clad Ext-Painted Interior Finish-White-Pine Int OMS Ver.0002.24.00(Current) Processed on:1/7/201911:32:26 AM Page 11 of 16 'i I i OMS Ver.0002.24.00(Current) 4 Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 Quote Number:ARA6MSA _ Architectural Project Number: Ogee Interior Glazing Profile Bronze Ultrex Sill Black Weather Strip E 615/16"Jambs n i AL Nailing Fin IL J► j ***Note:Reference the installation instructions for StormPlus certification requirements. .**Note: Unit Availability and Price is Subject to Change LLJ I r 1 pp Stat As Viewed From The Exterior RO 32 7/16"X 82 1/2" i Line#18 Mark Unit: 105 Net Price: 6,953.87 Qty: 1 1 - i Ext.Net Price: USD 6,953.87 11 MARVIW'P' Stone White Clad Exterior Painted Interior Finish-White-Pine Interior e"fHaroune o". Clad Ultimate Inswing French Door Pre 2/28/20116 9/16"-XX Left Hand f — I CN 6070 ough an 73 5/8"X 861/2 fprZ e;S"or >aiva I°`3 i Glass Add for AI Sas ane s Left Panel o Stone White Clad Sash Exterior Painted Interior Finish-White-Pine Sash Interior ff IG-1 Lite StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar ! Ogee Interior Glazing Profile .Active Inactive i Right Panel r 1 Stone White Clad Sash Exterior } Painted Interior Finish-White-Pine Sash Interior I 1 IG-1 Lite As Viewed From The Exterioir StormPlus Tempered Low E2w/Argon RO 73 5/8"X 861/2" Stainless Perimeter Bar Ogee Interior Glazing Profile Contemporary Lever(s) Mufti-Point Lock on Active Panel E Satin Nickel PVD Active Exterior Handle Set on Active Panel Keyed Satin Nickel PVD Active Interior Handle Set on Active Panel Keyed Alike Keyed Alike Group 1 Multi-Point Lock on Inactive Panel Satin Nickel PVD Inactive Exterior Handle Set on Inactive Panel E Satin Nickel PVD Inactive Interior Handle Set on Inactive Panel i Satin Nickel PVD Adjustable Hinges 4 Per Panel Bronze Ultrex Sill Black Weather Strip 615/16"Jambs I AL Nailing Fin ***Note:Because of the jamb extension,this door may not open beyond 90 degrees. I ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change I i Line#19 Mark Unit: 105 Sidelights Net Price: 2;670:36 Qty:2 Ext. Net Price: USD 5,340.72 OMS Ver.0002.24.00(Current) ( Processed on:1/7/201911:32:26 AM Page 12 of 16 I i OMS Ver.0002.24.00(Current) i Fishers Island NY Product availability and pricing subject to change. Hotchkiss_091418 Quote Number:ARA6MSA Architectural Project Number: i Stone White Clad Exterior MARNIN��� ? Painted Interior Finish-White-Pine Interior Clad Ultimate Inswing French Door Pre 2/28/20116 9/16"-O aCN 2070 RolssAdd Operas g Mash/Plnels 1/2" i n. ' an.For A Stone White Clad Sash Exterior i Painted Interior Finish-White-Pine Sash interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and Spacer Har 7/8"SDL-With Spacer Bar-Stainless 1 (l 1 Rectangular-Standard Cut 2W5H lY1LJ Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Stat i Bronze Ultrex Sill Black Weather Strip As Viewed From The Exterior 615/16"Jambs RO 26 7/16"X 861/2" AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change i Line#20 Mark Unit: 10'5 transom Net Price: 2,077.46 Qty:2 Ext. Net Price: USD 4,154.92 MARVIWZ4aea Stone White Clad Exterior " Painted Interior Finish-White-Pine Interior B b" Clad Ultimate Inswing French Door In Sash Transom Pre 2/28/2011-6 9/16"1 11 0 aEO]' ' Frame/2 601 Sash CN 6016 i Rough Opening 73�58O" 1/2" AsViewe FronsTheExteriar pewrTce Stor,•RO 73 5/8"X 181/2" Al roi " Ils j Left Sash Stone White Clad Sash Exterior i Painted Interior Finish-White-Pine Sash Interior 1G StormPlus Tempered Low E2 w/Argon j Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Standard Cut 3W1H Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile Right Sash Stone White Clad Sash Exterior I Painted Interior Finish-White-Pine Sash Interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and Spacer Bar i 7/8"SDL-With Spacer Bar-Stainless Rectangular,Standard Cut 3W1H Stone White Clad Ext-Painted Interior Finish-White-Pine Int i Ogee Interior Glazing Profile ? Black Weather Strip Additional Mull Info:UIFD Pre 2011XX Left Hand 615/16"Jambs t AL Nailing Fin i ***Note:Reference the installation Instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change I i Line#21 Mark Unit: 10. sidelight transoms Net Price: 1,183.49 Qty:2 Ext. Net Price: USD 2,366.98 OMS Ver.0002.24.00(Current) f Processed on:1/7/201911:32:26 AM Page-13 of 16 OMS Ver.0002.24.00(Current) ; Fishers Island NY Product availability and pricing subject to change. Hotchkiss 091418 Quote Number:ARA6MSA Architectural Project Number: i Stone White Clad Exterior MARNIN U- ` °'..' . i Painted Interior Finish-White-Pine Interior Clad Ultimate Inswing French Door In Sash Transom Pre 2/28/2011-6 9/16"1 j Frame/1 Sash CN 2016 ��m�Qa :�� c� ar� 1/2.. tormljlAa i3- j Stone White Clad Sash Exterior IPainted Interior Finish-White-Pine Sash Interior i 1G StormPlus Tempered Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless As Viewed From The Exterld.r Rectangular-Standard Cut 2WiH RO 26 7/16"X 181/2" 1 Stone White Clad Ext-Painted Interior Finish-White-Pine Int Ogee Interior Glazing Profile j Black Weather Strip Additional Mull Info:UIFD Pre 20110 615/16"Jambs AL Nailing Fin 'Note:Reference the installation instructions for StormPlus certification i requirements. ***Note: Unit Availability and Price is Subject to Change Project Subtotal Net Price: USD 100,987.04 8.625%Sales Tax: USD 8,710.13 ! Project Total Net Price: USD 1091697.17 I i , ' I I E I i , 1 r I i i I i i } {i I i E 1 f i .j i , I I OMS Ver.0002.24.00(Current) Processed on:1/7/201911:32:26 AM Page 14 of 16 i Installation Instructions VI ESMAN N for use by heating contractor S Venting System for Vitodens 100-W WB1A Series -` for Vitodens 200-W s -al WB2 Series M t �.F S f,NEA' ID !q98 I l0 x Venting System 07 MIMI a >a ren <i �, r.� � `� y *u 00 ,24- aak y� �� j//ger _ m -`,a < •R, ,� '„ °a,r4ra ,ire ,�+x�• � `Saa � �y � a R�� $✓i a .R7 &a q v�6$MnxN au K G .•--' s L��^ o. fi R I v � l ° 3 � � S �' 1 PE 3 Fy, �» _rAr a ,� � am � C �� fie•' {e^ umnxatra �,��, . wp Rrr^ �aaa.x 3� 1 itodens>100 WB1Aw24/30 VitodenW s 20 ,W0 Vitadens 200 W,rMS2=4416�0 8¢` � (with prenstalle;cJ vent pipe adaptarl WB2 24Cl24132 " vent pipe adpnr} , x > a r # - y as _ a I tM LT�'t, SP'•' SA Read.and 'AVd these ins true tio�n r for future reference 5285 268 v3.8 10/2008 Safety, Installation and Warranty Requirements Installation • Warranty Requirements Please ensure that these instructions are read and understood before commencing installation. Failure to comply with the instructions listed below and details printed in this manual can cause product/property damage, severe,personal injury, and/or loss of life. Ensure all requirements below are understood and fulfilled (including detailed information found in manual subsections). ■Licensed professional heating ■Carbon monoxide ■Equipment venting contractor Improper installation, service and/or Never operate boiler without an The installation, service, and maintenance can cause flue products installed venting system. An improper maintenance of this equipment must to flow into living space. Flue venting system can cause carbon be performed by a licensed products contain poisonous carbon monoxide poisoning. professional heating contractor. monoxide gas. ► Please see section x ► For information entitled'Importantpertaining to the proper } ■Warranty Regulatory and installation,service and Information contained in Installations maintenance of this this and related product Requirements"in the equipment to avoid documentation must be Installation Instructions. formation of carbon monoxide,please read and followed. Failure read these Installation Instructions to do so renders warranty carefully. null and void. ■Product documentation Read all applicable documentation A WARNING before commencing installation. Store Installers must follow local ■Advice to owner documentation near boiler in a readily regulations with respect to Once the installation work is accessible location for reference in installation of carbonmonoxide complete, the heating contractor the future by service personnel. detectors. must familiarize the system maintenance schedule of boiler. operator/ultimate owner with all ► For a listing of equipment, as well as safety applicable literature, m r, precautions/requirements, shut-down please see section procedure, and the need for entitled'Important x.; professional service annually before the heating season begins. Regulatory and Installation Requirements" in the Installation Instructions. How these Installation • - • These Instructions cover the following venting systems for the Vitodens 100-W and 200-W boilers. Refer to the section applicable to your application for pertinent installation information. Before proceeding with the installation, please read sections entitled Safety and General Information. These sections are applicable to all venting systems listed and must be read before commencing the installation. Information specific to... ■Side Wall Vent Installations (Coaxial) is found in the Side Wall Vent Installation Section starting on page 12. ■Vertical Vent Installations (Coaxial) is found in the Vertical Vent Installation Section starting on page 23. ■ Direct Vent Installations (Two-pipe System) is found in the Direct Vent Section starting on page 38. co ao ■Single Wall Vent Installations (Room Air Dependent) is found in the Single Wall Venting Section starting on page 57. N in 00 N LO 2 Index Page Safety Important Regulatory and Installation Requirements ........................... 7 General Information About these Installation Instructions .......................................................... 6 General Installation Information..................................................................... 10 Installation steps (outline):............................................................................... 10 Recommended venting practice..................................................................... 11 Leak test(for coaxial venting systems only)............................................ 11 Boiler vent pipe adaptor installation............................................................. 11 Side Wall Vent Installation Side Wall Venting Layouts............................................................................... 12 (Coaxial) Layout with basic coaxial vent kit componentry.................................... 12 Layout with basic coaxial vent kit and accessory componentry..... 14 Component Installation Guide......................................................................... 15 Offsetinstallation................................................................................................. 15 Coaxial vent sliding coupling installation................................................... 16 Coaxial vent termination installation............................................................ 17 Vent termination location requirements ■ for installations in Canada....................................................................... 19 ■ for installations in the U.S.A. ................................................................ 20 Installation of Anchoring System.................................................................. 20 Vent Length Requirements ............................................................................... 21 Maximum vent length........................................................................................ 21 Maximum vent length with increasers (Vitodens 100-W).................. 22 Maximum vent length with increaser (Vitodens 200-W).................... 22 Minimumvent length.......................................................................................... 22 Vertical Vent Installation Vertical Venting Layouts................................................................................... 23 (Coaxial) Layout of vertical vent system with accessories................................... 23 General installation examples......................................................................... 24 Component Installation Guide......................................................................... 25 Offset installation................................................................................................. 25 Coaxial vent sliding coupling installation................................................... 27 Coaxial vent termination installation............................................................ 28 Flashing and storm collar installation.......................................................... 28 Vent termination location requirements..................................................... 28 Installation of Support System....................................................................... 29 Vent Length Requirements .............................................................................. 31 Maximumvent length ........................................................................................ 31 Maximum vent length with increasers........................................................ 31 Minimumvent length.......................................................................................... 31 Equivalent vent length calculation examples ........................................... 32 Componentry Component Parts of the Venting System.................................................. 33 C� Basic vent kit components (Side Wall Vent System only] ................ 36 co > Vent accessories.................................................................................................. 37 00 N LD 0 N LO 3 Index Page Direct Venting Direct Venting Options (Two-pipe System).............................................. 38 (Two-pipe System) Exhaust Vent/Air Intake Requirements....................................................... 38 Combustion air supply....................................................................................... 38 General requirements.......................................................................................... 39 General Installation Information..................................................................... 40 Installation steps (outline) ................................................................................ 40 Vent termination location requirements ■ for installations in Canada....................................................................... 42 ■ for installations in the U.S.A. ................................................................ 43 Flashing and storm collar installation.......................................................... 43 Vent Requirements - Stainless Steel............................................................ 44 Additional requirements for stainless steel vent pipe material..................................................................................................................... 44 Component Parts of the Venting System.................................................. 47 Vent Requirements- CPVC.............................................................................. 48 Additional requirements for UL/ULC-listed CPVC ventpipe material ................................................................................................ 48 Vent Pipe Starter Adaptors.............................................................................. 49 Side Wall Vent Termination (stainless steel or CPVC)......................... 50 Vent Length Requirements............................................................................... 51 Maximum vent/air intake pipe length -horizontal.................................. 51 Maximum vent/air intake pipe length -vertical....................................... 52 Maximum vent/air intake pipe length -vertical /horizontal (hybrid system)..................................................................................................... 53 Standard long sweep elbows.......................................................................... 54 Maximum vent/air intake pipe length - stainless steel system with plastic air intake pipe............................................................................... 55 Maximum vent/air intake pipe length - CPVC system.......................... 56 ri 00 N LO 00 N LO 4 Index Page Single Wall Venting Venting - Single Wall (Room Air Dependent)........................................... 57 (Room Air Dependent) VentRequirements.............................................................................................. 57 Combustionair supply....................................................................................... 57 General Installation Information..................................................................... 58 Installation steps (outline)................................................................................ 59 Approved materials for single wall vent system..................................... 60 Vent termination location requirements ■ for installations in Canada....................................................................... 61 ■ for installations in the U.S.A. ................................................................ 62 Flashing and storm collar installation.......................................................... 62 Supportsystem..................................................................................................... 63 Additional requirements for stainless steel vent pipe material......... 64 Component parts of the venting system (stainless steel).................. 67 Additional requirements for CPUC vent pipe material.......................... 68 Side Wall Vent Termination............................................................................. 69 Vent Length Requirements............................................................................... 70 Maximum vent pipe length -horizontal...................................................... 70 Maximum vent pipe length -vertical........................................................... 71 Standard long sweep elbows.......................................................................... 72 Component Installation Guide ....................................................................... 73 Single wall vent pipe starter adaptor installation................................... 74 Ceiling/Roof opening........................................................................................... 74 Flashing and storm collar installation.......................................................... 74 Vent termination location requirements -vertical.................................. 75 Single wall vent termination installation.................................................... 75 General installation examples -vertical...................................................... 76 Equivalent vent length calculation example-vertical.......................... 77 ri CO N LO 00 N 5 General Information About • Instructions Take note of all symbols and notations intended to draw attention to potential hazards or important product information. These include "WARNING', "CAUTION", and "IMPORTANT". See below. —�Warnings draw your attention to the A WARNING presence of potential hazards or Indicates an imminently hazardous important product information. avoided,situation which, if not result in death, serious injury or .. rnnprt Cautions draw your attention to the A CAUTION presence of potential hazards or Indicates an imminently hazardous important product information. situation which, if not avoided, product/propertyresult in minor injury or —>Helpful hints for installation, IMPORTANT operation or maintenance which pertain to the product. _> This symbol indicates that additional, pertinent information is to be found in the right-hand column. —�This symbol indicates that other instructions must be referenced. w ri w m N LO 00 N LO 6 Safety Important Regulatory and Installation Requireiments For installations in the Commonwealth of Massachusetts, the following local requirements apply in addition to all other applicable NFPA requirements: 1) For direct-vent appliances, mechanical-vent heating appliances or domestic hot water equipment, where the bottom of the vent terminal and the air intake is installed below four feet above grade the following requirements must be satisfied. 1. If there is not one already present, on each floor level where there are bedroom(s), a carbon monoxide detector and alarm shall be placed in the living area outside the bedroom(s). The carbon monoxide detector shall comply with NFPA 720 (2005 Edition). 2. A carbon monoxide detector shall be located in the room that houses the appliance or equipment and shall: a. Be powered by the same electrical circuit as the appliance or equipment such that only one service switch services both the appliance and the carbon monoxide detector; b. Have battery back-up power; c. Meet ANSI/UL 2034 Standards and comply with NFPA 720 (2005 Edition); and d. Have been approved and listed by a Nationally Recognized Testing Laboratory as recognized under 527 CMR. 3. A Product-approved vent terminal must be used, and if applicable, a Product-approved air intake must be used. Installation shall be in strict compliance with the manufacturer's instructions. A copy of the installation instructions shall remain with the appliance or equipment at the completion of the installation. 4. A metal or plastic identification plate shall be mounted at the exterior of the building, four feet directly above the location of the vent terminal. The plate shall be of sufficient size to be easily read from a distance of eight feet away, and read "Gas Vent Directly Below". For direct-vent appliances, mechanical-vent heating appliances or domestic hot water equipment where the bottom of the vent terminal and the air intake is installed above four feet above grade the following requirements must be satisfied: 1. If there is not one already present, on each floor level where there are bedroom(s), a carbon monoxide detector and alarm shall be placed in the living area outside the bedroom(s). The carbon monoxide detector shall comply with NFPA 720 (2005 Edition). 2. A carbon monoxide detector shall: a. Be located in the room that houses the appliance or equipment; b. Be either hard-wired or battery powered or both; and c. Shall comply with NFPA 720 (2005 Edition). 3. A Product-approved vent terminal must be used, and if applicable, a Product-approved air intake must be used. Installation shall be in strict compliance with the manufacturer's instructions. A copy of the installation instructions shall remain with the appliance or equipment at the completion of the installation. CO 00 m N LO 00 N LO 7 Safety The vent termination for side wall vent Not all inspection authorities require a IMPORTANT installations should be located on a leak test of the vent-air intake system wall that is least affected by prevailing in conjunction with the wall-mounted When replacing parts, use original winds. High winds may affect boiler gas-fired boiler during system start-up. Viessmann or Viessmann approved operation and/or degrade the exterior In cases where the leak test is not replacement parts. finish of the wall. They may also cause required, Viessmann recommends that recirculation of the appliance's own the heating contractor perform a For coaxial venting systems only: flue products. Recirculation of flue simplified leak test when starting up Venting material to be supplied by products can result in poor combustion the system. For this purpose, it is Viessmann only. and inlet condensation problems. If sufficient to measure the CO2 wind is a problem, steps must be taken concentration in the combustion air of The venting system must be installed to shield the vent termination from high the circular gap of the coaxial vent-air by a licensed professional heating winds, such as building a fence or intake pipe. The vent pipe is considered contractor familiar with the operation planting shrubs. Ensure that the total sufficiently leak-proof if the CO2 and maintenance of heating appliances equivalent vent length is not exceeded. concentration in the combustion air is and venting. Before installing this no higher than 0.2 % and the 02 product, ensure that the complete concentration no lower than 20.6 %. installation literature has been read. Operation with balanced flue using If higher CO2 or lower OZ values are Failure to follow proper installation Viessmann supplied coaxial vent measured, the flue gas system must be procedures as stated in these system checked for leaks. instructions, including vent pitch and proper appliance connections, may The coaxial venting material can be violate local, provincial/state, or IMPORTANT extended (without exceeding the national codes and cause unsafe maximum equivalent length) beyond conditions which may lead to severe Side wall vent installations must the outside wall of the structure, property damage or personal injury. include Viessmann protective screen. provided that the coaxial venting material is installed in an enclosed, The venting system must be installed Because of its sealed combustion insulated and waterproof chase that is in accordance with local building code chamber, the Vitodens gas-fired acceptable for outdoor installation. The requirements as well as national codes. condensing boiler is suitable for vent termination location must comply For installations in Canada use operation with balanced flue. with the instructions and codes stated CAN/CSA-B149.1 Natural Gas The Vitodens and the coaxial vent-air in this manual. Installation Code or CAN/CSA-B149.2 intake system are approved together Propane Installation Code as applicable; under CSA 4.9. ANSI Z21.13 - 2005 in the U.S. use the National Fuel Gas Standard. IMPORTANT Code ANSI Z223.1 or NFPA Standard The vent length requirements stated in 54. this manual (starting on page 21 for Potential gaps between the vent-air side wall vent installations and page 31 intake and the surrounding construction To ensure safe operation of the for vertical vent installations) must be which may cause air, rain or flue gases appliance, Viessmann recommends that observed. to leak into the wall or the building, the system be inspected once a year The combustion air is supplied and the must be sealed with approved by a qualified service technician. flue gas discharged via a coaxial double sealant/caulking to prevent leakage of pipe. Combustion air is fed through the any kind. Every venting system must be planned circular gap between the outer and installed for optimum performance aluminum air intake pipe and the vent and safety. These Installation pipe. Flue gases are discharged via an Instructions are designed to help you inner pipe constructed from determine venting requirements and flame-retardant plastic (polypropylene limitations with respect to installation. rated for a maximum temperature of Please read and follow these 250°F / 121°C). instructions carefully. It is the responsibility of the installer to contact local building and fire officials concerning any installation restrictions w co and/or inspection requirements that > may apply. Permits may be required Q0 before commencement of the N LD installation. w N LO 8 Safety lmpprtan�' 13egulatory and Installation Requirements (continued) Table 1. Clearance to combustibles Top Front Rear L= Right Vent pipe 0"/mm 0"/Omm 0"/mm 0"/mm 0"/mm 0"/mm Table 2. Recommended minimum service clearance Top' Front Rear Left Right 12"(305 mm) 28"(711 mm) 0"/mm 6"(152 mm) 0"/mm For details refer to Vitodens 900-W or Vitodens 200-W Installation Instructions (as may be applicable). For coaxial venting systems only: A WARNING In the event of flue gas leakage, the The Vitodens boiler enclosure provides a tightly boilers are • approved , sealed system on the inside of the applications. building. Escaping flue gas is fed back •. , into the combustion air intake, Vitodens 200-Wboiler preventing any flue gas from entering other the living area. The venting system may be concealed in a chase. A WARNING Failure to ensure that all flue gases Minimum and maximum wall thickness have been vented , the through which the horizontal vent-air outdoors intake termination may be installed: damage, personal Minimum: 1"(25.4 mm) loss of life. Flue gases may contain Maximum: 19.6"(497.8 mm) deadly Vent-air intake system must be properly installed and sealed. A CAUTION Under certain climatic conditions some building materials may be affected by flue products expelled in close proximity to unprotected surfaces. Sealing or shielding of the exposed surfaces with a corrosion resistant material (e.g. aluminum sheeting) may be required to prevent staining or deterioration. The protective material should be attached and sealed (if necessary) to the building before attaching the vent termination. It is strongly recommended to install the vent termination on the leeward side of the building. w ri 00 N Lo 00 N LO 9 General Information Installation • • lnsx�ll�t[on tStBpS�outll►s@`�� � ''` .fir �� r w� ��� ��,� ��€': � � �'r� �� �" ■Route vent pipe as directly as ■Use a hacksaw and sheet metal snips A WARNING possible and with as few bends as to cut pipes to length (if necessary). Ensure that the entire venting I possible to the boiler. Use a file to smooth rough edges. system is protected from physical Pipe must be round and not bent into damages. ,_, venting ■Check proper location of gaskets in an oval shape. system may cause unsafe all coaxial pipe collars. (Only use supplied parts with the FIMPORTANT polypropylene venting system.) Apply moderate amount of supplied When cutting pipes to length, debur lubricant to slip joint ends of vent and and clean pipes. A WARNING air intake pipe collars. approvedThe venting system is ■For stainless steel and CPVC venting indoor installations only. ■Slide pipes into each other with a systems: Do not install the venting system gentle twisting motion. In conjunction with these I outdoors. instructions, follow the installation ■Condensate must drain from the flue instructions supplied by the special pipe to the boiler. Ensure a suitable venting manufacturer. gradient of at least 3° (approx. 2" per Viessmann Venting System IMPORTANT 3.3 ft. / 50 mm per 1 m). Instructions supersede the instructions supplied by the Boiler operation in marine environments manufacturer. (damp, salty coastal areas): The service life of the boiler's exposed metallic surfaces, such as the casing and fan housing, is directly influenced by proximity to damp and salty marine environments. In such areas, higher concentration levels of chlorides from sea spray, coupled with relative humidity, can lead to degradation of the exposed metallic surfaces mentioned above. Therefore, it is imperative that boilers installed in such environments not be installed using direct vent systems which draw outdoor air for combustion. Such boilers must be installed using room air dependent vent systems; i.e. using room air for combustion. The indoor air will have a much lower relative humidity and, hence, the corrosion will be minimized. 10 General Information • • • y 33EDGQ1TiiT181�dLR[l�'Uf3l�ti.�.�[}t�Ct�GB a `� *r�$��:»•'' ��' y � ':. � - s�� `� ' '� oa``g.� ���" � � �'� z 3 i�•�i k "�• e ��` � � hY ,; 9 - d 6S � ..,N��;�' kh 8�,�.' 4 y'°'^" �,�'� x3! � When installing a venting system the ■The special vent system shall not be following recommended venting routed into, through, or within any practices apply: other vent such as an existing masonry or factory-built chimney. ■Keep length and number of 90° elbows to a minimum. Exception: A masonry chimney flue may be used ■Try not to use back-to-back 90° to route the venting system only if no elbows. other appliance is vented in the same flue. ■Use 45° elbows where possible to minimize the number of 90° elbows in case redirection of flue gas is required. Viessmann recommends that the If higher CO2 values or lower 02 values heating contractor perform a simplified are measured, inspect the venting leak test during boiler start-up. For this system thoroughly. purpose it is sufficient to measure the CO2 concentration of the combustion Continuous short cycling of the boiler air in the annular gap of the air intake can indicate a leaking venting system. pipe. The vent pipe is considered sufficiently leak-proof if a CO2 Note that the vent pipe adaptor comes concentration in the combustion air no with two measurement ports, one for higher than 0.2% or an combustion air intake measurement 02 concentration no lower than 20.6% and one for flue gas measurement. is measured relative to a starting 02 concentration of 20.9%. f3oiler�v�ent p�pe,�adapar installation ifor�WB2,�6 2406�4and�W8213 32 amyl 1.Apply moderate amount of supplied s 0 lubricant to inner and outer gaskets of boiler vent pipe adaptor 0. 2.Fully insert boiler vent pipe adaptor 0 into opening provided. o Fig. 1 oo Installing the boiler vent pipe adaptor N In 00 N LO 11 Side Wall Vent Installation l�aynut with basis uaa>�iat v,ant kat compa�ta,�ntt'y ,,°' �' _ 0.47� a 5 1 2 3 I 14 AIE ' -0-- @ 6 Max. wall thickness 19.6"/500 mm Fig. 2 Standard side wall venting layout, using basic vent kit components for O Vent pipe adaptor vent systems 60/100, 80/125 and 100/150 Q Elbow, 870 11 per carton) Q Straight pipe 3.3 ft./1 m long ® Vent termination (incl. wall flashings) Important! Total length of vent termination pipe is 31"/787 mm. If required,the vent termination pipe may be shortened by max. 12"/305 mm (min. vent termination length is 19"/483 mm). O Protective screen Warning! Protective screen MUST be installed. © Mounting clip,white (use at least 2) O7 Brass adaptor (M8 x 5/16"-18) and Set of screws (#8 x 3/8") (shown on following page) OA Combustion air intake 00 ri © Flue gas outlet w a Total vent length'' N ''See section Vent Length Requirements on LO tb page 21 in this manual. N LO 12 Side Wall Vent Installation d- 77 •rY< mss°5, t '' r ?" r!zi ' CD O I I O Fig.3 Side wall venting layout, using basic vent kit components © Mounting clip(c1w 4"screw) for vent systems 60/100, 80/125 and 100/150 0 Brass adaptor (supplied) ® All-threaded rod (field supplied) See section Installation of Anchoring System on page 20 in this manual for detailed installation information of anchoring system. W CO 00 0 N Ln 0 N LO 13 Side Wall Vent Installation Layout tNith baste caax�al verfi kid and accessary compo»entry ' � � � �.�z 6 � © s 2 O ® 5 -- ------ — -- -- i — i i i f Fig.4 Side wall venting layout, using basic vent kit components and accessory parts (j) Straight pipe'[ for vent system 60/100, 80/ 125 and 100/150 ® 3.3 ft./1 m long or © 1.6 ft./0.5 m long Q Vent inspection tee/ Elbow, 870 (1 per carton) O3 Sliding coupling OElbow,451 (2 per carton) 7 ® Vent termination (incl. wall flashings) Important! Total length of vent termination is 31"/787 mm. If required,the vent termination may be shortened by max. 12"/305 mm (min. vent termination length is 19"/483 mm). O Protective screen Warning! Protective screen must be installed. m Mounting clip, white (use at least 2) co Brass adaptor (M8 x 5/16"- 18) and m Set of screws (#8 x 3/6") N t Other lengths may he used provided that the u7 maximum equivalent vent length is not exceeded. 00 N LO 14 Side Wall Vent Installation qomippn6fit Installation • (e.g. for offset venting systems) (2 x 45° elbow) Minimum offset of approx. 4"/100 mm: Minimum offset of approx. 5"/120 mm: Slide two 45° elbows together Slide two 450 elbows together and connect to coaxial vent-air intake system. and connect to coaxial vent-air intake system. (vent system 80/125) When the offset is larger than 4"/100 mm: When the offset is larger than 5"/120 mm: Depending on the offset, insert extension straight Depending on the offset, insert extension pipe (©) between the two 45° elbows. straight pipe (@) between the two 45° elbows. (vent system 80/125) (vent system 100/150) Table 3.Vent system 60/100 Table 4.Vent system 100/150 Offset (A) 6 8 9.8 12 13.7 15.3 Offset O 8 9.8 12 13.7 15.3 in.(mm) (150) (200) (250) (300) (350) (390) in.(mm) (200) (250) (300) (350) (390) Extension © 6.3 9.1 11.9 14.7 17.5 19.7 Extension © 6.7 8.5 11.2 14 16.1 in.(mm) (161) (232) (303) (373) (444) (501) in.(mm) (170) (215) (285) (355) (410) Height © 9.8 11.8 13.7 15.7 17.7 19.3 Height © 12.6 14.2 16.1 18.1 19.7 in.(mm) (249) (299) (349) (399) (449) (489) in.(mm) (320) (360) (410) (460) (500) Table 5.Vent system 80/125 Offset (p) 6 8 9.8 12 13.7 15.3 in.(mm) (150) (200) (250) (300) (350) (390) Extension © 5 7.6 10.4 15.1 16 19.7 in.(mm) (122) (193) (264) (384) (405) (500) Height © 10.6 13 15 17 19 21.5 in.(mm) (270) (330) (380) (430) (480) (547) ri m m N Lo W N LO 15 Side Wall Vent Installation Cpax�al u�nt slydii�g eaupl�r�g ins�ailatian_ , O 1.Push sliding coupling onto IMPORTANT preceding vent pipe. The long sockets of the vent sliding 2.Open collar(�) and slide onto the coupling compensate for a gap of up to following vent pipe. 1.8"/45 mm. Adjust extra long pipe lengths prior to 3.Slide short sleeve @a into female end installation. of preceding vent pipe. 21 4.Pull back inner pipe& closing the 10 Inner pipe gap (remove spacer from inside of O2 Collar vent pipe, if required). Fig. 5 Q Short sleeve Coaxial vent sliding coupling 5.Align collar(Q) and close spring-loaded latch on collar. w ri 00 N LO N 16 Side Wall Vent Installation • • • • Guide' E a 1E � 611t at�rminatto»In gfallatiozl y � yi y t (3� Table 6. Wall opening information �I Vent system Opening 0 Ell 60/100 4'/4"/108 mm 80/125 5'/4"/133 mm 100/150 63/8"/160 mm \\ Side wall vent termination installation 1.Provide side wall opening (see table .......... .... above) to install vent termination. 5 ::.`::`:``:`:`:` �® 2.Slide vent terminationtQ with wall a b flashing O3 into opening (drain openings© must be located on the outside of the wall, pointing c downward). Fig. 6 3.Attach wall flashing® to inside of Coaxial vent termination wall using the screws and plugs for vent system 60/100, 80/125 provided. and 100/150 4.Attach wall flashing3Q to outside of wall. Q Vent termination a 8.75"/222 mm ® Wall flashing (inside) Fixed length! 5.To prevent movement of vent ® Wall flashing (outside) Do not extend beyond indicated termination inside the wall, fasten ® Screw #8 x 3/8" point. flashing(�) to vent pipe, using two Drain opening b max. 19.6"/500 mm #8 x 3/8" screws® supplied. c 31"/787 mm 6"/152 mm IMPORTANT Total length of vent termination is 31"/787 mm. If required, the vent termination may be shortened by max. 1 12"/305 mm (min. vent termination Z length is 19"/483 mm). ' Offset IMPORTANT , When installing a side wall vent system Potential gaps between the vent air with the minimum equivalent vent g p "i length (870 elbow and vent termination intake and the surrounding construction shortened to 19"/483 mm) from boiler which may cause air, rain or flue gases back to the outside wall, a wall to leak into the wall or the building, thickness of at least 6"/152 mm is must be sealed with approved outdoor ' r required. sealant/caulking to prevent leakage of C0 For walls with thicknesses less than any kind. M 6"/152 mm, means must be provided > , 00 ___.;< to offset the boiler from the wall. N See Fig. 7. LO 00 N Fig. 7 LO 17 Side Wall Vent Installation �C4►aXtai�k8»t te�rninat�o� InStd�Ea2�Qt1 (Cplltentt®d} q �� �� �M�s.�u� �.�..-��, ..:: 6.Secure protective screen© (Fig. 9) into place, using the four stainless steel screws and plugs provided. IMPORTANT J_ The protective screen MUST be installed. b 7.Connect vent termination from inside and route toward boiler with min. 3° Dimensions downward slope. a 12"/305 mm b approx. 3'/a"/826 mm (non-adjustable) c 9.5"/241 mm Fig. 8 Protective screen, side view for vent systems 60/100, 80/125 and 100/150 Fig. 9 Protective screen, front view CO 00 N Ln 00 N LO 18 Side Wall Vent Installation Componefit.installkion • - , The vent must be installed observing 6.....less than 1 ft./0.3 m above grade 9.....in areas where condensation may local regulations in addition to National level or anticipated snow level cause problems, such as above Codes, CAN/CSA-13149.1 or 2. (consult local building authorities or planters, patios, or adjacent to A vent must NOT terminate... local weather office). Locate the windows where flue gases may vent termination in such a way that cause fogging. 1.....directly above a paved sidewalk it cannot be blocked by snow. or paved driveway which is located 10. ....within 3 ft./0.9 m to the between two single-family dwellings 7.....within the following distances of property line (advisable, not and serves both dwellings. a window or door which can be mandatory; please check with local opened in any building, any building authorities and municipal 2.....less than 7 ft./2.13 m above a non-mechanical air supply inlet to bylaws). paved sidewalk or a paved driveway any building or the combustion air located on public property. inlet of any other appliance: 11. ....at a location where ice formation on the ground can present 3.....within 6 ft./1.83 m of a ■ 1 ft./0.3 m for inputs up to and a hazard. mechanical air supply inlet*t to any including 100 000 Btu/h/30 kW building (dryer vents, non-sealed (applicable only to boiler models 12. ....so that the flue gases are combustion furnace and hot water WB1 A 8-24 and 8-30, and W132 directed toward brickwork, siding, or heater vents are considered to be 6-24C and 6-24). other construction, in such a manner mechanical air inlets). that may cause damage from heat or ■3 ft./0.9 m for input exceeding condensate from the flue gases. 4.....above a meter/regulator assembly 100 000 Btu/h/30 kW (applicable to within 3 ft./0.9 m horizontally of the boiler models W132-32 and up). 13. ....where discharging hot flue vertical centerline of the regulator gases may cause property damage vent outlet and to a maximum 8.....underneath a veranda, porch or or personal injury. vertical distance of 15 ft./4.5 m. deck, unless ■the veranda, porch, or deck is fully 14. ....within 3 ft./0.9 m from an 5.....within 3 ft./0.9 m of any gas open on a minimum of two sides inside corner of outside walls. service regulator vent outlet. beneath the floor, and ■the distance between the top of the vent termination and the underside of the veranda, porch, or deck is greater than 1 ft./0.3 m. */Including heat recovery units. ri 00 CD N LO W N L 19 Side Wall Vent Installation Component Installation • - The vent must be installed observing 4.....less than 1 ft./0.3 m above grade 7.....within 3 ft./0.9 m to the property local regulations in addition to National level or anticipated snow level line (advisable, not mandatory; Codes, ANSI-Z223.1 or NFPA 54. (consult local building authorities or please check with local building A vent must NOT terminate... local weather office). Locate the authorities and municipal bylaws). vent termination in such a way that 1.....less than 7 ft./2.13 m above a it cannot be blocked by snow. 8.....at a location where ice formation paved sidewalk or a paved driveway on the ground can present a hazard. located on public property. 5.....within 1 ft./0.3 m of a window or door which can be opened in any 9.....so that the flue gases are directed 2.....within 4 ft./1.2 m horizontally building, any non-mechanical air toward brickwork, siding, or other from service regulator vents, electric supply inlet to any building or the construction, in such a manner that and gas meters as well as relief combustion inlet of any other may cause damage from heat or equipment. appliance. condensate from the flue gases. 3.....at least 3 ft./0.9 m above any 6.....in areas where condensation may 10. ....where discharging hot flue forced air inlet located within 10 ft./ cause problems, such as above gases may cause property damage 3 m. planters, patios, or adjacent to or personal injury. windows where flue gases may cause fogging. 11. ....within 3 ft./0.9 m from an inside corner of outside walls. Installationof • • System B A The venting system must be securely If a longer anchoring system is required I supported by an anchoring system use brass adaptors M8 x 5/16" suitable for the weight and design of (supplied) with 5/16" all-threaded rods T the materials employed. To do so, use © (field supplied). See Fig. 11. supplied mounting clips (see© Fig. 10, Fig. 11). The venting system must be supported -— as outlined by one anchor per straight The joints in the horizontal section of vent pipe. Viessmann recommends the 1 the Vitodens 200-W venting system installation of the anchor(s) near the must be secured with the supplied vent joint. See illustration (Fig. 3) of sheet metal screws(A) (see Fig. 9) to side wall venting layout on page 13 of Fig. 10 A prevent the system from sagging . this manual. The 4"/101.6 mm screws @ supplied with the mounting clip provide wall or ceiling support for a ■minimum distance of 2"/50.8 mm ■maximum distance of 3'%"/82.5 mm. See Fig. 11. D o0 ri o-- , CD LD N Fig. 11 Ln 20 Side Wall Vent Installation Length • Table 7. Vent system Boiler model 60/100 80/125 100/150 WB1 A 8-24 20 ft. / 6m 26 ft. / 8m*t 33 ft. / 10m*2 WB1 A 8-30 (see Fig.12) (see Fig.13) (see Fig.13) WB2 6-24C n.a. 20 ft. /6m 26 ft. /8m*3 WB2 6-24 (see Fig.12) (see Fig.14) WB2 8-32 WB2 11-44n.a. 20 ft. / 6m T .a. WB2 15-60 (see Fig.12) *I if used with increasers 601100 to 80/925. *Z if used with increasers 60/100 to 900/150. *3 if used with increasers 80/925 to 900/150. ■For maximum equivalent vent length on all models see tables 7. and 8., and Figs. 12 (left), 13 and 14 on the following pages. - ------------ -- - -- ------ - ■Do not exceed the maximum vent length. C i i B ■Do not use more than five elbows (871 or 451) within one vent system (first elbow is included in count). ■First 871 elbow on boiler is not /- _—_- - q included in equivalent vent length calculation. VYtH1YW B Table 8. Type of fitting Equivalent length 87° elbow/ 1.6 ft./0.5 m 87° inspection tee 45° elbow 1 ft./0.3 m Equivalent vent length calculation Fig. 12 example Equivalent vent length calculation 2 x 87° elbow...........................3.2 ft./l m 870 elbow 2 x vent pipe (1 m) ................6.6 ft./2 m © Vent pipe (3.3 ft./l m) 1 x vent pipe (0.5 m)........1.6 ft./0.5 m © Vent pipe (1.6 ft./0.5 m) 1 x vent termination.......2.4 ft./0.73 m OD Vent termination Total equivalent length 13.8 ft./4.23 m *t First elbow not included in equivalent vent calculation. IMPORTANT w First elbow not included in equivalent CO vent calculation. 00 N Always include vent termination length in calculations. w N Ln 21 Side Wall Vent Installation Vent • • t#tlaxunurti'cent iertigth w�,Yt}inCredseFs tU�tod�n�r 1OU W,bofier#f '� � �,., . M _ � �� � � a lel III Coaxial increaser for system 60/100 to 100/150 Coaxial increaser for system 60/100 to 80/125 Vitodens 100-W, WB1 A Models 8-24, 8-30 Fig. 13 Vitodens 100-W boiler with increasers Mix mur�_ver:t length vui#�mare�ser►Vrtodens ADO W liorler�,���- �"� �� '`"� �ti �a �� �� a 'I Coaxial increaser F for system 80/125 to 100/150 Vitodens 200-W, W62 Y75= v�S Nn Models 6-24C, 6-24, 8-32 Fig. 14 Vitodens 200-W boiler with increaser CO > The minimum equivalent vent length Please note that the first 87° elbow on 00 for all models is 19"/483 mm (length boiler is not included in equivalent N of the vent termination when cut to the length calculation. LO minimum permissible length). 22 Vertical Vent Installation (Coaxial) Layouts,Vertical Venting • . Please note that there is no basic vent kit available for this vertical vent system. Select from the vertical vent components below as required. Do not exceed maximum equivalent vent length. O Vent pipe adaptor ' IMPORTANT ' For Vitodens 200-W,W132 models ill O7 6-24C, 6-24 and 8-32,this vent pipe adaptor must be ordered with i the boiler. Q Vent inspection tee/or straight Elbow, 871 (1 per carton) 11 I O Sliding coupling ® Straight pipe 3.3 ft./1 m or 1.6 ft./0.5 m Q Elbow,870 0 per carton) g © Elbow,450 (2 per carton) Vent termination IMPORTANT 8 Never shorten vertical vent termination. ® Mounting clip (c/w 4"screw) Wall band (c/w vent termination) 1p Brass adaptor (c/w set of screws) 8 © 11 Roof flashing and storm collar(field supplied) .$C4' � Use other anchoring/support system 4 components as required. r See page 29 for details. i 6 ®+ 10 OL III—�4 IMPORTANT ' I Ensure that the venting system is properly supported; the Vitodens �2 3 4 -- 100-W and Vitodens 200-W boilers Oare not designed to support the weight of the venting system. 0 co 0 N Fig. 15 ' General vertical venting layout for vent systems `4 60/100, 80/125 and 100/150 23 Vertical Vent Installation (Coaxial) III �I I i I li i I Ii II II �I 'I I ' I I i lil ,I I I I iii II� III III I'I � - I'I SII { Y Y .�... W.a.,., Y Fig. 16 Fig. 17 Fig. 18 Sloped roof installation Flat roof installation Sloped roof installation with offset IMPORTANT Ensure that the venting system is properly supported; the Vitodens 100-W and Vitodens 200-W boilers are not designed to support the weight of the venting system. ri 00 CD N LO W N LO 24 Vertical Vent Installation (Coaxial) P'66iponenf 111stallation • - (e.g. for offset venting systems) (2 x 45° elbow) Minimum offset of approx. 4"/100 mm: Minimum offset of approx. 5"/120 mm: Slide two 45° elbows together Slide two 45° elbows together and connect to coaxial vent-air intake system. and connect to coaxial vent-air intake (vent system 80/125) system. When the offset is larger than 4"/100 mm: When the offset is larger than 5"/120 mm: Depending on the offset, insert extension straight Depending on the offset, insert extension pipe (Q) between the two 45° elbows. straight pipe (©) between the two 45° elbows. (vent system 80/125) (vent system 100/150) Table 9.Vent system 60/100 Table 10.Vent system 100/150 Offset QA 6 81 9.8 12 13.7 15.3 Offset Oq 8 9.8 12 13.7 15.3 in.(mm) (150) (200) (250) (300) (350) (390) in.(mm) (200) (250) (300) (350) (390) Extension © 6.3 9.1 11.9 14.7 17.5 19.7 Extension © 6.7 8.5 11.2 14 16.1 in.(mm) (161) (232) (303) (373) (444) (501) in,(mm) (170) (215) (285) (355) (410) Height © 9.8 11.8 13.7 15.7 17.7 19.3 Height © 12.6 14.2 16.1 18.1 19.7 in.(mm) (249) (299) (349) (399) (449) (489) in.(mm) (320) (360) (410) (460) (500) Table 11.Vent system 80/125 Offset Qp 6 8 9.8 12 13.7 15.3 in.(mm) (150) (200) (250) (300) (350) (390) Extension © 5 7.6 10.4 15.1 16 19.7 in.(mm) (122) (193) (264) (384) (405) (500) Height © 10.6 13 15 17 19 21.5 in.(mm) (270) (330) (380) (430) (480) (547) ao Cl) of (D N L0 W N Lr) 25 Vertical Vent Installation (Coaxial) Goaxiai vent sliding�caupl�ng ar►Stallat�o» s w�' �' r '`*' , n, ^—' O 1.Push sliding coupling onto IMPORTANT preceding vent pipe. The long sockets of the vent sliding 2.Open collar 0 and slide onto the coupling compensate for a gap of up to following vent pipe. 1.2"/30 mm. Adjust extra long pipe lengths prior to 3.Slide short sleeve @ into female end installation. of preceding vent pipe. O 2 4.Pull back inner pipe1Q, closing the Inner pipe gap (remove spacer from inside of Collar vent pipe, if required). Fig. 19 � Short sleeve Coaxial vent sliding coupling 5.Align collar and close spring-loaded latch on collar. w ri CD N LO 00 N LO 26 Vertical Vent Installation (Coaxial) !G,ompdn6nt Inst6liation .Guidg (6o . @00-)i Table 12. Ceiling opening information © © © © Vent system Opening 0 I I I I 60/100 4'/4"/108 mm I I .Mow I I 80/125 5'/4"/133 mm 100/150 63/8"/160 mm I I ape I I I I Vertical vent termination installation I I I I I I i i d co IMPORTANT I I I I I I I I I d I I I @ The vertical vent termination must not f i I I be shortened outside the roof, t otherwise the overall length will be I I I I d shorter than required. I I I I I I 1.Install the vent termination for I I I I sloped or flat roof collars in e l I I I ► I I accordance with the manufacturer's I I instructions. I I I I I I I I I I 2.The vent termination should be g I I placed from above on the sloped or flat roof collar. In the case of system h— I____I I I I I I size 80/125 (5" system), ensure that f► the adaptor (g) supplied with vent termination is installed. Fig. 20 Fig. 21 3.Connect vent pipe from below. Coaxial vent termination Coaxial vent termination for vent systems 60/100 and for vent system 100/150 80/125 Dimensions for vent system 60/100 Dimensions for vent system 100/150 a 46.8"/1190 mm a 47"/1195 mm b 28"/713 mm b 29.5"/750 mm c 21.7"/552 mm c 20.7"/526 mm d 2.4"/60 mm d 7"/177 mm e 4"/100 mm e 4.3"/110 mm f 5"/127 mm f 6"/150 mm g n/a �A Combustion air intake Dimensions for vent system 80/125 © Flue gas outlet a 46.8"/1190 mm b 28"/713 mm c 21.7"/552 mm d 3"/80 mm e 4.3"/1 10 mm f 5"/125 mm C� g Coaxial adaptor m 4.3 to 500 " > 110 to 125 mm N h 5" / 125mm Lo(Q) Combustion air intake °N°© Flue gas outlet L 27 Vertical Vent Installation (Coaxial) • • � • • - a Elm Flashang ansi3 storm colilar installation � �, � � � '��µ � � � '� ' Flashings and storm collars are field supplied. Flashings and storm collars suitable for Type B vent materials (or better)may be used. To obtain flashings and storm collars,please contact your local vent material supplier. Follow the installation instructions supplied by the manufacturer. 1(erit t8Y1711i1atlLill lQCatIQt1 Y8 UIIBh1@tttS 3. �y gr d Y� is # ar 13 The vent must be installed observing local regulations in addition to National Codes, CAN/CSA-B149.1 or 2 (for installations in Canada) or ANSI-Z223.1 or NFPA 54 (for installations in the U.S.A.). The distance between two adjacent vertical vent terminations for all boiler sizes is 1 ft/0.3m (center to center). See table below for the following two conditions. ■For sloped roof applications with distance b greater than 18"/450 mm 1ft. /0.3m ■For flat roof applications Table 13. b Vent system a (min.distance) a60/100 25"/ a 635 mm*1 80/125 25"/ 635 mm't 100/150 30"/ 762 mm.t 1See WARNING below. Fig. 22 Fig. 23 ® WARNING Vent termination must , at least - •0 mm above the anticipated blockedauthorities or local weather office). thai it canndt be ■For sloped roof applications with distance b less than 18"/450 mm b A vent used in a special venting system with positive vent pressure and passing through a roof shall extend at a least 18"/450 mm above the highest point where it passes through the roof and any other obstruction within a horizontal distance of 18"/450 mm. w M a minimum 18"/450 mm > b <18"/450 mm c00o N Fig. 24 00 N LO 28 Vertical Vent Installation (Coaxial) Installationof • • • B A The venting system must be securely The 4"/101.6 mm screws QD supplied supported by a support system suitable with the mounting clip provide wall or for the weight and design of the ceiling support for a T materials employed. ■minimum distance of 2"/50.8 mm Contact your vent material supplier for ■maximum distance of 3'/a"/82.5 mm. more information specific to your See Fig. 26. installation. If a longer support system is required 1 Supports use brass adaptors M8 x 5/16" (supplied) with 5/76" all-threaded rods Supports are used to transfer the © (field supplied). See Fig. 26. C A weight of an installation to the building Fig. 25 structure. There are different types of Bracing supports and their capacity varies with each type and diameter. Contact your local vent material The following support types are supplier for more information specific available at your local vent material to your installation. supplier... ■anchor plate Braces are required to stabilize an ■wall support installation. There are different types ■roof support and their use and spacing vary. ■floor support The following types of braces are -OD ■suspension band (hanger). available at your local vent material supplier... In addition to the support types listed ■wall band above Viessmann offers mounting clips ■wall band extension (see© Fig. 25, Fig. 26) which can be ■guy wire band used in conjunction with the above ■roof brace. --I support types to support the weight of the venting system. Please contact Viessmann to order. IMPORTANT Vertical vent systems with horizontal Ensure that the venting system is sections must have the joints in these properly supported; the Vitodens sections secured with supplied sheet 100-W and Vitodens 200-W boilers are metal screws(2�) (see Fig. 25) to not designed to support the weight of prevent the system from sagging. the venting system. Fig.26 co 00 m N LO 00 N LO 29 Vertical Vent Installation (Coaxial) Vent Length Requirements 77 57 s a IUPaS�i11U1k VHt ¢(Bi1 t S r Table 14. Vitodens 100-W Boiler model WB1 A 8-24 8-30 li a (max. length) i 60/100 vent system ft.(m) 33(10) 33(10) I Do not exceed the maximum vent length. I I Table 15. Vitodens 200-W I l l Boiler model WB2 6-24C 6-24 8-32 11-44 15-60 a (max. length) 80/125 vent system ft.(m) 33110) 33(10) 27(8) -- -- a 100/150 vent system ft.(m) -- -- -- 33(10) 20(6) ill Do not exceed the maximum vent length. I'I See page 31 for increased diameter equivalent vent pipe system (see I i tables 16. and 17.). I'I 11 11 Fig. 27 Vent length "a" CR M 00 m N LO 00 N LO 30 Vertical Vent Installation (Coaxial) • • tt i i it 1 i a I; III a I'I I I II J ' I . Coaxial increaser for system 60/100 to 100/150 Coaxial increaser Coaxial increaser for system 80/125 to 100/150 for system 60/100 to 80/125 YsW� Vitodens 200-W,WB2 Vitodens 100-W,WB1 A Models 6-24C, 6-24, 8-32 Models 8-24, 8-30 Table 16. Maximum vent length for Table 17. Maximum vent length for vertical installations (Vitodens 100-W) vertical installations (Vitodens 200-W) Model WB1A 8-24, 8-30 Model WB2 No. No. 6-24C, WB2 8-32 System 80/125"t 100/150'2 6-24 vent size System 100/150.1 100/150'1 Max. 39.4 ft. 46 ft. vent size vent 12 m 14 m Max. 39.4 ft. 33 ft. length vent 12 m 10M 1 if used with increasers 60/100 to length (a) 80/125. if used with increasers 80/125 to '2 /f used with increasers 60/900 to 100/950. 100/150 !�M1r11I11Am MG.voL.,,...ww_...✓«_. 3�.t "._'_..... ,.,a._:.u.a: �.,.lu.,_-,..,... u.:.�: ,.....,» _ .. __ ,r _,..�z_a u ..s; a... � '�d,d� +�..k,..' i' :;:5 The minimum equivalent vertical vent 00 length for all models is 4 ft./1.2 m LO (=length of vent termination). 00 N LO 31 Vertical Vent Installation (Coaxial) • • Table 18. Type of fitting Equivalent length 87° elbow/ 1.6 ft./0.5 m 87° inspection tee i 450 elbow 1 ft./0.3 m lel IMPORTANT Always include vent termination length in calculations. r y, Equivalent vent length calculation example 1 Vitodens 200-W, W82 15-60 (Fig. 28) (vent system 100/150) 2 x 45° elbow...........................2 ft./0.6 m 1 x vent pipe (0.5 m)........1.6 ft./0.5 m Fig. 28 1 x vent pipe (1 m) ................3.3 ft./1 m Equivalent vent length calculation, example 1 1 x vent termination ..........3.9 ft./1.2 m Total equivalent length 10.8 ft./3.3 m I Equivalent vent length calculation example 2 Vitodens 100-W, WB1 A 8-30 (Fig. 29) (vent system 60/100) ® Vitodens 200-W, WB2 8-32 (vent system 80/125) 2 x 87° elbow...........................3.3 ft./1 m 2 x 45° elbow...........................2 ft./0.6 m 3 x vent pipe (0.5 m)........4.8 ft./1.5 m — 1 x vent pipe (1 m) ................3.3 ft./1 m 1 x sliding coupling.........0.8 ft./0.25 m 1 x vent termination ..........3.9 ft./1.2 m Total equivalent length 18.1 ft./5.55 m o0 ri 00 m N LO Fig. 29 00 Equivalent vent length calculation, example 2 LO 32 Componentry • • • of • System Straight pipe (0.5 m) Straight pipe(1 m) (can be cut to length if required) (can be cut to length if required) 19.7"/500 mm 39.4"/1000 mm c tc IMPORTANT IMPORTANT When cutting straight pipes to length, debur When cutting straight pipes to length, debur and clean pipes. and clean pipes. Table 19. Table 20. Boiler Dimensions Boiler Dimensions model in.(mm) model in.(mm) a b c a b c WB1A WB1A 8-24 2.4(60) 4(100) 1.6(40) 8-24 2.4(60) 4(100) 1.6(40) 8-30 2.4(60) 4(100) 1.6(40) 8-30 2.4(60) 4(100) 1.6(40) WB2 WB2 24/32 3(80) 5(125) 1.6(40) 24/32 3(80) 5(125) 1.6(40) 44/60 4.3(110) 6(150) 1.6(40) 44/60 4.3(110) 6(150) 1.6(40) Elbow (879 Elbow (45°) Increaser (2 per carton) c Od Oc lyl I'� i S 1 ca 0a 0b Ob ca d Ob Table 21. Table 22. Table 23. Boiler Dimensions Boiler Dimensions Boiler Dimensions model in.(mm) model in.(mm) model in.(mm) a bj c d a b c WB1A WB1A a b c d h 8-24 2.4(60) 4(100) 1.61401 4.71120) 8-24 2.4(60) 4(100) 1.6(40) WB1A 8-30 2.4(60) 4(100) 1.6(40) 4.71120) 8-30 2.4(60) 4(100) 1.6(40) 8.24 2.4(60) 4(100) 3(80) 5(125) 5.4(138) WB2 WB2 8-30 2.4(60) 4(100) 3(80) 5(125) 5.4(138) m 24/32 3(80) 5(125) 1.6(40) 4.7(120) 24/32 3(80) 5(125) 1.6(40) WB1A > 44/60 4.3(110) 6(150) 1.6(40) 6.7(170) 44/60 4.3(110) 6(150) 1.6(40) 8-24 2.4(6) 4(100) 4.3(110) 6(150) 5.2(133) 00 8.30 2.4160) 4(100) 4.3(110) 611501 5.211331 N WB2 00 24132 3(80) 5(1251 4.311101 611501 6.511651 N LO 33 Componentry Component Parts of • System (continued] Vent inspection tee(87°)/ Sliding coupling Wall flashing 87°elbow c 1.2"/30 mm Lrj Pb c �a 0b d Table 24. Table 25. Table 26. Boiler Dimensions Boiler Dimensions Boiler Dimensions model in.(mm) model in.(mm) model in.(mm) a b c d e a b C. a b WB1A WB1A WB1A 24/30 2.4(60) 4(100) 1.6(40) 5.1(130) 4(100) 24/30 2.4(60) 4(100) 9.8(250) 24/30 4(102) 7.6(194) WB2 WB2 W132 24/32 3180 5(125) 1.6(40) 5.5(140) 4.7(120) 24/32 3/80 5(125) 9.8(250) 24/32 5(125) 9(230) 44/60 4.31110 6050) 1.6(40) 4.7(120) 5.5(140) 44/60 1 4.3/110 6(150) 9.8(250) 44/60 6(150) 9(230) Fully closed(not extended) Horizontal vent termination Protective screen for side wall venting installations only a a � — L e - d C\� .o )> front view, c not to scale Table 27. Dimensions Boiler Dimensions model in.(mm) a 12"/305 mm a b c d e b 9.5"/241 mm WB1 A 24/30 4(100) 1.6(40) 31(790) 26(660) 3.5190) WB2 24/32 5(125) 3(80) 29(7301 26(660) 3.5(90) d 44/60 1 6050) 4.3(110) 29(730) 26(660) 3.5(90) C Straight tee IMPORTANT for Vitodens 100-W boiler only f0 I] Total length of vent termination pipe L'') is 31"/787 mm. If required,the vent m termination pipe may be shortened by m N max. 12"/305 mm (min.vent termination length is 19"/483 mm). 00 N LO 34 Componentry • • • 6f, the Wntinq ondnuedT Vertical vent termination Vertical vent termination Wall band for boiler models WB1A 8-24, 8-30 and for boiler models WB2 11-44 and 15-60 for installation on inside wall or ceiling WB2 6-24C, 6-24, 8-32 (c/w vertical vent termination) b 0 0 0 0 I I I I I I a I I I I I I I I I I Table 28. I I Boiler model Dimensions I I I I in.(mm) I I I I a b I I I I WB1A d l I I I 8-24 4(100) 8.5(215) III I m -d► i 8-30 4(100) 8.5(215) f WB2 I I 24/32 4.3(110) 8.5(215) d i i 44/60 6(150) 8.5(215) I I I I Mounting clip,white --N I I f I I for installation on inside wall or ceiling I I I i I I I I I I I I a g I I If►I I� e—�I h f Table 29. Dimensions Dimensions Boiler model Dimensions for vent system 60/100 for vent system 100/150 in.(mm) a a 47"/1190 mm a 47"/1190 mm WB1A b 28"/713 mm b 30.6"/779 mm 8-24 4(100)8-30 4(100) c 21.7"/552 mm c 21.7"/552 mm d 2.4"/60 mm d 7"/177 mm WB2 e 4"/100 mm a 4.3"/110 mm 24/32 5(125)44/60 61150) f 5"/127 mm f 6"/150 mm g n.a. Brass adaptor Dimensions (c/w set of 20#8 x 3/$"screws) for vent system 80/125 a 47"/1190 mm 5/16"-18 b 28"/713 mm M8 c 21.7"/552 mm d 3"/80 mm e 4.3"/110 mm f 5"/125 mm g Coaxial adaptor OR 4.3 to 5"/ CO > 110 to 125 mm � h 5"/125 mm N Lo W N 35 Componentry Basic vent ktt coinpanens (Side•'Watt Dent System amyl � �' For replacement purposes or project-specific requirements, Basic components individual parts can be ordered from Viessmann. Refer to the table for an outline of basic vent kit componentry that can be or- Vent pipe adaptor dered separately. o (comes preinstalled on models WB1A 8-24, 8-30 and WB2 11-44, 15-60) Elbow, 87° Straight pipe, 3.3 ft./1 m•1 Vent termination (c/w wall flashings) Protective screen (c/w brass adaptor and set of screws) Mounting clip*2 Brass adaptor LD (c/w set of 20 #8 x 3/8" screws) C7 ri co N LO 00 N LD 36 Componentry • • • • • For project-specific requirements,individual accessory parts can Accessory components be ordered from Viessmann. Refer to the table for an outline of accessory parts available. Straight pipe, 1.6 ft./0.5 m't Elbow (459 (2 per carton) Sliding coupling Vent inspection tee/ Elbow(879 Straight tee(system 60/100 only) Coaxial increaser for system 60/100 to 80/125 Coaxial increaser for system 80/125 to 100/150 Coaxial increaser for system 60/100 to 100/150 Joint lubricant 't When ordering the straight pipe separately, order with mounting clip and brass adaptor. *2 When ordering mounting clip separately, order with brass adaptor. OR M 00 m N 00 N LO 37 Direct Venting (Two-pipe System) Venting Options (Two-pipeSystem) As opposed to coaxial venting Read the following exhaust vent/air systems, the two-pipe venting system intake requirements carefully before draws combustion air through a commencing with the installation. separate air intake pipe from the outdoors. Flue gases,are discharged to the outdoors via the single-wall pipe of the special venting system. The two-pipe system is flexible in the selection of materials offered by different manufacturers and the location of the vent/air intake termination. Requirements' Exh-aust Vent/Air Intake =� sv� The Vitodens boiler is suitable for Inspect all finished exhaust vent/air sidewall, as well as vertical venting intake piping to ensure: using field supplied venting material. The Vitodens 100-W and ■Vent/air intake pipe and fittings are of Vitodens 200-W boilers are approved approved material. for both, direct vent (sealed ■Acceptable size, length and number combustion), as well as direct exhaust of elbows on combined vent/air (non-sealed combustion) operation in intake system. both, horizontal and vertical ■Installation is in accordance with arrangements. For non-sealed prevailing provisions of local codes. combustion vent systems (i.e. room-air ■Installation complies with the dependent), see appropriate section requirements of these instructions, as under "Single-Pipe Venting" starting on well as the exhaust vent/air intake page 57 in this manual. supplier's instructions. The boiler must be connected to a The exhaust vent and combustion air direct vent system in which all air for intake system and terminations may be combustion is taken from the outside installed in one of the following type atmosphere and all combustion terminations (2-pipe system): products are discharged safely to the outdoors. 1.Horizontal air intake and exhaust vent pipes The boiler must be vented and supplied 2.Vertical air intake and exhaust vent with combustion air and exhaust vent pipes as described in this section. Ensure the 3.Horizontal air intake pipe and vertical vent and combustion air supply comply exhaust vent pipe with these instructions. ri 00 C N LO 00 N LO 38 Direct Venting (Two-pipe System) atrfk%�fst�p�alr�5l�ppt���� �� �`��r'�e��� r �, �y�bn � � ✓ ��k� ��, °'`'�"� 4 � s � A CAUTION A CAUTION D. not locate boiler in areas where .. kisk lust Igvels tr xisk kumifity leveh dust levels, all burners and the heat are present. exchanger must be cleaned prior to A CAUTION' boilerDo not install FA CAUTION construction g drywall or If above criteria are not properlyheavy dust of any kind. Dust can .. boiler boileraccumulate in the burners and cause any warranty on the complete sooting. boiler after all heavy and related components dust construction is . void. Typically when the boiler is used as a temporary heat source during the building construction phase. Er�$C�''L•' U}I£'I]tE �'S"� � c s ��.`� a m�` � a �* t� �� r2 4� „�d + � The Vitodens 100-W and Viessmann recommends that the entire Check joints for leaks with the gas Vitodens 200-W boilers must be vent system be checked by a licensed supply turned off and the fan running. located in such a way that the vent professional heating contractor at least Use a soapy solution to check for vent length is as short as possible and that once each year following initial leaks. the vent can be routed as directly (and installation. with as few bends) as possible. Condensate must drain from the flue The minimum equivalent vent length is The stainless steel special venting pipe to the boiler. Ensure a suitable 4 ft. / 1.2 m. system is completely sealed when fully gradient of at least 31 (approx. 2" per See tables 35., 36. and 37. for assembled. Locking bands are used to 3.3 ft. / 50 mm per 1 m). maximum and minimum vent lengths. reinforce the joints between pipe and No condensate trap is required in the fittings. vent pipe system. All products of combustion must be safely vented to the outdoors. The Vitodens boiler is not approved for A WARNING common-venting applications. Do not offerDifferent manufacturers common-vent with any other appliance. number of different joint The Vitodens boiler vents under adhesives. Do not mix pipes, positive pressure and is a Category IV methods different boiler. manufacturers. Failure to comply leakage,could result in potentially causing personal injury WARNING or death. Failure to ensure that all flue gases 1 Do not install vent pipe such that flue have .. safely vented to the gases flow downwards. The direction MATO, , ,. of flue gas flow must be vertically upwards or horizontal with an upward EM .. .. .. slope. ro Ensure there is no flue gas leakage into > the area in which the boiler is installed. 00 N LO 00 N LO 39 Direct Venting (Two-pipe System) installation • • Exhaust and combustion air piping ■The exhaust vent/air intake pipe and material A WARNING fittings must be securely supported by a support system suitable for the Ensure that the entire venting Use only the materials listed in table system is protectedromweight and design of the material 30. entitled "Approved materials for damage. damaged ventingemployed. Contact your local vent two-pipe system" on page 41 for may cause unsafe conditions. material supplier for more information exhaust, combustion air intake pipe specific to your installation(s). and fittings. ■Cut the pipe end square and remove IMPORTANT all burrs and debris from joints and A WARNING fittings: system approved Ensure that the exhaust vent/air intake or indoor installations only. pipes are properly supported. The ■If using CPVC special vent material •, not install the venting system Vitodens boiler is not designed to for exhaust vent pipe and outdoors. support the weight of the exhaust ABS/PVC/CPVC for combustion air vent/air intake pipe system. intake pipe, all joints must be properly cleaned, primed and cemented. Use ■Route vent pipe as directly as ■Field supplied increaser fittings only cement and primer approved for possible and with as few bends as (transition) should always be inserted the use with the pipe material. See possible to the boiler. in vertical sections of pipe to prevent table 30. entitled "Approved accumulation of condensate in the materials for two-pipe system" on ■Condensate must drain from the flue vent pipe. page 41 for approved solvent cement pipe to the boiler. Ensure a suitable material. gradient of at least 3° (approx. 2" per ■The total equivalent length specified 3.3 ft. /50 mm per 1 m). for a two-pipe system is the total of the combined length of the exhaust ACAUTION ■Use a hacksaw and sheet metal snips vent/air intake pipe system. Do not solventFor to cut pipes to length (if necessary). exceed these maximum lenghts. Use only in well ventilated areas Use a file to smooth rough edges. •, not use near flame or open Pipe must be round and not bent into ■A maximum of five 901 elbows may is Use only the solvent cement and an oval shape. be installed in combined length of the primer appropriate for the venting exhaust vent/air intake pipe system material being used (excluding termination elbows, tees, n Solvent cements for plastic pipe are IMPORTANT hoods and couplings). liquidsflammable . away from When cutting pipes to length, debur and clean pipes. ■No low point is allowed in the In conjunction with these exhaust vent pipe system, unless a instructions, follow the installation proper drain pipe is used to allow instructions supplied by the special condensate to drain. venting manufacturer. Viessmann Venting System Instructions supersede the instructions supplied by the manufacturer. ■All piping must be fully supported. Use pipe hangers at a minimum of 48" / 121 9m intervals to prevent sagging of the pipe. 00 ri 00 Lo N LO 00 N LO 40 Direct Venting (Two-pipe System) Installation . • Table 30. Approved materials for two-pipe system Part Material Certified to Standards Applicability Exhaust pipe and fitting Stainless steel UL1738 U.S.A. "Venting systems for gas-burning appliances, Categories II, III, IV" ULC S636 Canada "Standard for Type BH gas venting systems" CPUC UL1738 U.S.A. "Venting systems for gas-burning appliances, Categories 11, III, IV" ULC S636 Canada "Standard for Type BH gas venting systems" Combustion air pipe Stainless steel n.a. n.a. and fitting PVC-DWV ANSI/ASTM D2661 U.S.A./Canada Schedule 40 CSA 8181.1 ULC S102.2 ANSI/ASTM D2665, D1785 CSA 13137.3, 13181.2 ANSI/ASTM F441 CPVC ANSI/ASTM D2661 U.S.A./Canada Schedule 40 CSA B181.1 ULC S102.2 ANSI/ASTM D2665, D1785 CSA 6137.3, 13181.2 ANSI/ASTM F441 ABS-DWV ANSI/ASTM D2661 U.S.A./Canada Schedule 40 CSA 13181.1 ULC S102.2 ANSI/ASTM D2665, D1785 CSA 13137.3, 13181.2 ANSI/ASTM F441 Pipe cement, PVC ANSI/ASTM D2564 U.S.A./Canada primer (for combustion CSA 6137.3 air intake pipe) CPVC ANSI/ASTM F493 CSA B137.6 ABS ANSI/ASTM D2235 CSA 13181.1/13182.1 Pipe cement, CPVC ULC S636 U.S.A./Canada primer (for exhaust "Standard for Type BH gas pipe and fitting) venting systems" Class IIB 90°C A CAUTION ro .o not use cellular (foam) core pipe ao material to vent this Vitodensbo N LO 00 N LO 41 Direct Venting (Two-pipe System) i6h, I ri to. , , r � a The vent must be installed observing 6. ....less than 1 ft./0.3 m above grade 9.....in areas where condensation may local regulations in addition to National level or anticipated snow level cause problems, such as above Codes, CAN/CSA-8149.1 or 2. (consult local building authorities or planters, patios, or adjacent to A vent must NOT terminate... local weather office). Locate the windows where flue gases may vent termination in such a way that cause fogging. 1.....directly above a paved sidewalk it cannot be blocked by snow. or paved driveway which is located 10. ....within 3 ft./0.9 m to the between two single-family dwellings 7. ....within the following distances of property line (advisable, not and serves both dwellings. a window or door which can be mandatory; please check with local opened in any building, any building authorities and municipal 2.....less than 7 ft./2.13 m above a non-mechanical air supply inlet to bylaws). paved sidewalk or a paved driveway any building or the combustion air located on public property. inlet of any other appliance: 11. ....at a location where ice formation on the ground can present 3.....within 6 ft./1.83 m of a ■ 1 ft./0.3 m for inputs up to and a hazard. mechanical air supply inlet"to any including 100 000 Btu/h/30 kW building (dryer vents, non-sealed (applicable only to boiler models 12. ....so that the flue gases are combustion furnace and hot water WB2-24C/24). directed toward brickwork, siding, or heater vents are considered to be other construction, in such a manner mechanical air inlets). ■3 ft./0.9 m for input exceeding that may cause damage from heat or 100 000 Btu/h/30 kW (applicable to condensate from the flue gases. 4.....above a meter/regulator assembly boiler models WB2-32 and up). within 3 ft./0.9 m horizontally of the 13. ....where discharging hot flue vertical centerline of the regulator 8.....underneath a veranda, porch or gases may cause property damage vent outlet and to a maximum deck, unless or personal injury. vertical distance of 15 ft./4.5 m. ■the veranda, porch, or deck is fully open on a minimum of two sides 14. ....within 3 ft./0.9 m from an 5.....within 3 ft./0.9 m of any gas beneath the floor, and inside corner of outside walls. service regulator vent outlet. ■the distance between the top of the vent termination and the underside of the veranda, porch, or deck is greater than 1 ft./0.3 m. tlncluding heat recovery units. ri 00 N 00 N LO 42 Direct Venting (Two-pipe System) Getieri'lAinstallati• • , , V�rJt errrt�nax�a l�aca�lan requiremertts�{�afnstaitatrnns�»th��U S A� � �� � � ,�� ; ,��` The vent must be installed observing 4.....less than 1 ft./0.3 m above grade 7.....within 3 ft./0.9 m to the property local regulations in addition to National level or anticipated snow level line (advisable, not mandatory; Codes, ANSI-Z223.1 or NFPA 54. (consult local building authorities or please check with local building A vent must NOT terminate... local weather office). Locate the authorities and municipal bylaws). vent termination in such a way that 1.....less than 7 ft./2.13 m above a it cannot be blocked by snow. 8.....at a location where ice formation paved sidewalk or a paved driveway on the ground can present a hazard. located on public property. 5.....within 1 ft./0.3 m of a window or door which can be opened in any 9.....so that the flue gases are directed 2.....within 4 ft./1.2 m horizontally building, any non-mechanical air toward brickwork, siding, or other from service regulator vents, electric supply inlet to any building or the construction, in such a manner that and gas meters as well as relief combustion inlet of any other may cause damage from heat or equipment. appliance. condensate from the flue gases. 3.....at least 3 ft./0.9 m above any 6.....in areas where condensation may 10. ....where discharging hot flue forced air inlet located within 10 ft./ cause problems, such as above gases may cause property damage 3 m. planters, patios, or adjacent to or personal injury. windows where flue gases may cause fogging. 11. ....within 3 ft./0.9 m from an inside corner of outside walls. 6 F1��sh1g,�0tJd �itrii C`�il a�'�tnSLz�l�7 t1 �,,��r, � �, ✓�� ��� g z��� t�, �" � '�� �� ����a,�a '� ���'� j��'. Flashings and storm collars are field Follow local codes to properly isolate supplied. Flashings and storm collars the exhaust vent pipe when passing suitable for Type B vent materials (or through floors, ceiling and roof. better) may be used. Always check the marking on the pipe To obtain flashings and storm collars, to make sure you are using the correct please contact your local vent material material. supplier. Follow the installation instructions supplied by the special venting manufacturer. w ri 00 N co N Ln 43 Direct Venting (Two-pipe System) Vent Requirements - St6inless Steel -- � ,7_1 Ake Use an AL29-4C®special stainless Note: Flexmaster Canada Ltd. steel venting system (UL/ULC listed for The Vitodens boiler has passed the 452 Attwell Drive category IV) for horizontal or vertical zero inches vent clearance to Etobicoke, ON venting of the Vitodens boilers. combustibles testing requirements M9W 5C3 See tables 32. and 33., and contact dictated by the Harmonized Standard Tel. (416) 679-0045 one of the suppliers (see listing on ANSI Z21.13. CSA 4.9.2005 and right) to order. therefore is listed for zero clearance to Z-FLEX (US) INC. combustibles when vented with a 20 Commerce Park North Prior to installation, check that the single wall special venting system Bedford, NH correct single-wall vent parts were (AL-29-4C material). The zero inches 03110-691 ordered and supplied. vent clearance to combustibles for the Tel. (800) 654-5600 Vitodens boiler supercedes the See tables 31., 32. and 33. for special clearance to combustibles listing that Heat-Fab, Inc. parallel/starter adaptor and bird screen appears on the special venting system 130 Industrial Blvd. models required for your installation. In marking. Turners Falls, MA case of discrepancies, contact original 01376 parts supplier. Tel. (800) 772-0739 Exhaust vent/air intake connection to ProTech Systems, Inc. boiler 400 South Pearl Street Albany, NY The vent connection to the Vitodens 12202 boiler must be made with a parallel Tel. (800) 766-3473 adaptor (available through Viessmann, see table 31.) and the starter stainless Security Chimneys International Ltd. steel adaptor (supplied by others, see 2125 Rue Monterey tables 32, and 33.). The starter Laval, QC adaptors are intended for a slip fit and H7L 3T6 slide into the parallel adaptor with a Tel. (800) 363-0821 gentle twisting motion. Combustion air intake pipe: IMPORTANT If the venting system will use CPVC/ABS, PVC plastic pipe for For exhaust vent pipe material: combustion air intake, a CPVC starter Do not use any other vent material. adaptor for use on air intake Do not use galvanized pipe, plastic pipe connection to parallel adaptor must be and/or chimney liners (rigid or flexible) ordered from Viessmann (see table of any kind. 34.). The bird screen for the air intake termination elbow must also be ordered A WARNING from Viessmann (see table 34.). The use of vent material other than positivelisted AL29-4C stainless stee and/orfittings can cause property damage, severe personal injury . O0 ri OD m N LO 00 N U) 44 Direct Venting (Two-pipe System) .Vent Requirements -(,bnt1nu'ed)' Additinnat requiren?anxs fc�r stai)tt+as���tc�el�efrt plpestri�t�lna#I�aptinusdh �� ��� ��� §� �>� �fi� ,�� � ���- '. Table 31. Parallel adaptor for two-pipe system Supplier Boiler Model Parallel pipe adaptor, 0 inches/mm Qty. Part Number Viessmann ■WB1A 8-24, 8-30 7186032 3 /76 1 (see Fig. 30) ■WB2 6-24C, 6-24, 8-32 7189822 3 /76 1 (see Fig. 31) ■WB2 11-44, 15-60 7189823 4 / 102 1 {see Fig. 32) Parallel vent pipe starter adaptors Parallel vent pipe starter adaptors Parallel vent pipe starter adaptors for WB1A 8-24, 8-30 for WB2 6-24C, 6-24, 8-32 for WB2 11-44, 15-60 - C B B B of of o ° o ° 0401 ° Flue Flue Air Flue .Air I`e � f —I e I t o I a�'1 �_a ■I -'1 a a �{ a�I I'-_-r a I d c d d o t o " 1 � c Ab b c -� ° ° a o1 b1l ° ° Fig. 30 Fig. 31 Fig. 32 Legend Legend Legend QA Air intake, max. insertion 2%" Air intake, max. insertion 21/2" / Air intake, max. insertion 2'/2" / 64mm (use sheet metal screws to 64mm (use sheet metal screws to 64mm (use sheet metal screws to hold in place) hold in place) hold in place) © Viessmann parallel adaptor © Viessmann parallel adaptor © Viessmann parallel adaptor © Stainless steel slip joint vent © Stainless steel slip joint vent © Stainless steel slip joint vent starter adaptor starter adaptor starter adaptor 00 a 3" /76mm a 3" /76mm a 4" / 100mm > b 3'/4" / 83mm b 23/4" / 70mm b 51/8" / 130mm 00 c 7" / 178mm c 7" / 178mm c 93/8" / 237mm " d approx. 103/x" / 271 mm d approx. 10% / 271 mm d 127/8" / 327mm °"'o a 43/4" / 120mm e 43/4" / 120mm e 5'/2" / 140mm N LO 45 Direct Venting (Two-pipe System) Additlanal requ)rements,for sta�ntess s#est vett pipe ma�er�al (�o»tlnuei�) Table 32. Exhaust vent termination options Supplier Boiler Model Stainless Steel Slip Vertical Termination Joint Starter Coupling with Screen Adaptor (see Fig.33) Flexmaster ■WB1A 8-24, 8-30 3" 2SVSVB03 3" 2SVST03 ■WB2 6-24C, 6-24, 8-32 3" 2SVSVB03 3" 2SVST03 ■WB2 11-44, 15-60 4" 2SVSVB04 4" 2SVST04 Flex-L ■WB1 A 8-24, 8-30 3" SRAVMA3-2 3" SRTP-03 ■WB2 6-24C, 6-24, 8-32 3" SRAVMA3-2 3" SRTP-03 ■WB2 11-44, 15-60 4" SRAVMA4-2 4" SRTP-04 Heat-Fab ■WB1 A 8-24, 8-30 3" 9301 VSMN 3" 9392 ■WB2 6-24C, 6-24, 8-32 3" 9301 VSMN 3" 9392 ■WB2 11-44, 15-60 4" 9401VSMN 4" 9492 ProTech ■WB1A 8-24, 8-30 3" 300568 3" 300186 ■WB2 6-24C, 6-24, 8-32 3" 300568 3" 300186 ■WB2 11-44, 15-60 4" 300569 4" 300187 Security ■WB1A 8-24, 8-30 3" CTX-V3 Contact the Chimneys ■WB2 6-24C, 6-24, 8-32 3" CTX-V3 supplier. ■WB2 11-44, 15-60 4" CTX-V4 Table 33. Other exhaust vent termination options (horizontal installation) Supplier Boiler Model Termination Termination Termination Combination Vent/ Elbow with Tee with Hood with Air Intake Terminal Screen Screen Screen (see Figs.NO TAG 901 or 451 (see Fig. 35) (see Fig.36) and NO TAG) (see Fig. 34) Flexmaster ■WB1A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier Flex-L ■WB1 A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier Heat-Fab ■WB1 A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■W132 11-44, 15-60 supplier supplier supplier ProTech ■WB1A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier These tables reflect the parts required if using special venting system for both exhaust vent and air intake pipe system. If using ABS/PVC/CPVC material for combustion air intake pipe, refer to table 34. for proper starter adaptor for the system. ri 00 N In 00 N 46 Direct Venting (Two-pipe System) • • • • • Termination Termination Termination Tee with Screen Coupling with Screen Elbow with Screen 90' or 45° Fig.33 Fig. 35 Fig. 34 Termination Hood with Screen Fig. 36 ri 00 m N Liz 00 N Ln 47 Direct Venting (Two-pipe System) Addl�tiot�af�requirements for 1JLIU1-G hsteit CP1f C uent pipe rnaterEal` Use UL/ULC-listed special plastic pipe Note: (CPVC) for horizontal (side wall) or The Vitodens boiler has passed the IMPORTANT vertical (roof) venting of the Vitodens zero inches vent clearance to boilers. combustibles testing requirements For exhaust vent pipe material: See table 34. below and contact dictated by the Harmonized Standard Do not use any other vent material. Viessmann to order. ANS/Z21.13. CSA 4.9.2005 and Do not use galvanized pipe, plastic pipe therefore is listed for zero clearance to and/or chimney liners (rigid or flexible) Prior to installation, check that the combustibles when vented with a of any kind. correct single-wall vent parts were single wall special venting system ordered and supplied. /CPVC material]. The zero inches vent clearance to combustibles for the A WARNING See table 34. for special parallel/starter Vitodens boiler supercedes the The use of vent material other than adaptor and bird screen models clearance to combustibles listing that positive pressure required for your installation. In case of appears on the special venting system pipe and fittings can cause property discrepancies, contact Viessmann. marking label. , loss ' Exhaust vent/air intake connection to Approved vent pipe material boiler The vent connection to the Vitodens Marking boiler must be made with a parallel EGas Type BH Class 1IB90°C cW8 System 636®adaptor (available from Viessmann - _ _ _ _ _q636 see table 34.) and the CPVC starter 636® Gas Vent Type BHClass13900CIPEC adaptors (see table 34.). The starter '(mm)CPVC cW8Intertek Wamock Hersay ULC adaptors are intended for a slip fit and slide into the parallel adaptor with a gentle twisting motion. Fig. 37 For vent/air intake pipe system, two wire mesh screens (bird screen) must be ordered from Viessmann. These parts are available in pre-cut diameters of 2", 3" and 4" (see table 34.). Table 34. Required parallel and starter adaptors for CPVC system Part Boiler Model Part Number Supplier Qty. Parallel Pipe Adaptor ■WB1A 8-24, 8-30 3" 7186032*7 1 ■WB2 6-24C, 6-24, 8-32 3" 7189822*2 Viessmann 1 ■WB2 11-44, 15-60 4" 7189823*3 1 CPVC Starter Adaptor ■WB1A 8-24, 8-30 3" 7134770*1 2 ■W132 6-24C, 6-24, 8-32 3" 7134770*2 Viessmann 2 ■WB2 11-44, 15-60 4" 7134771 *3 2 Wire Mesh Screen ■WB1 A 8-24, 8-30 3" 7134781 2 for Termination ■WB2 6-24C, 6-24, 8-32 3" 7134781 Viessmann 2 Elbows/Coupling ■WB2 11-44, 15-60 4" 7134782 2 *1 See Fig. 38 on page 49. *2 See Fig. 39 on page 49. *3 See Fig. 40 on page 49. co 00 m N LO 00 N L0 48 Direct Venting (Two-pipe System) Pipe' • . • • Parallel vent pipe starter adaptors Parallel vent pipe starter adaptors Parallel vent pipe starter adaptors for WB1A 8-24, 8-30 for WB2 6-24C, 6-24, 8-32 for WB2 11-44, 15-60 C71 Ep �1 —© a Ot Ot o Ot Ot =0= 0 LL Ot Ot'__J 0 0 Flue Air Flue Air t I t o I Fie it e a t^ —I a a T--1 I'^I— a C`e rt-1 �- a d 0 �d , c iof Ot 01 01 !b c 1 c d 0 0 o 01 o 0 Ib Fig. 38 Fig. 39 Fig.40 Legend Legend Legend QA Air intake, max. insertion 21/2" / Air intake, max. insertion 21/2" / QA Air intake, max. insertion 2'/z" / 64mm (use sheet metal screws to 64mm (use sheet metal screws to 64mm (use sheet metal screws to hold in place) hold in place) hold in place) © Viessmann parallel adaptor © Viessmann parallel adaptor © Viessmann parallel adaptor © CPVC slip joint starter adaptor © CPVC slip joint starter adaptor © CPVC slip joint starter adaptor a 3" /76mm a 3" /76mm a 4" / 100mm b 31/4" / 83mm b 23/4" /70mm b 51/8" / 130mm c 7" / 178mm c 7" / 178mm c 93/8" /237mm d approx. 10% / 271 mm d approx. 93/8" / 237mm d approx.12" / 305mm e 43/4" / 120mm e 43/4" / 120mm e 51/2" / 140mm CR ri 00 N LO W N LO 49 Direct Venting (Two-pipe System) • - Wall Vent Terminationor Side wall vent termination (front view) IMPORTANT If less than 10"required see Dim(D)in Fig.42 The exhaust vent/air intake system (D)=min 12" must terminate so that proper clearances are maintained as cited in local codes or the latest edition of the "Natural Gas and Propane Installation 10"min Code" CAN/CSA-B149.1 (Canada), or the "National Fuel Gas Code" ANSI Z223.1 (NFPA 54) (U.S.A.). See pages Intake vent terminal,901 19 and 20. Stainless _ff steel mesh min.12"Grade or Snow Level {See also Vent Riser Fig.43) Exhaust vent terminal,45° Fig.41 Side wall vent termination (side view) A min..6" /max. 9" WARNING Vent termination must be at least 12"1300 mm above the anticipated blockedauthorities or local weather office). PEA- Locate vent termination in such a way that i t cannot be Pie 1 see (D) in Fig. 41 Air -min. 2" /max. 5" Sidewall Vent Termination Fig.42 Installation of field fabricated vent riser Support Bracket Attach Termination Side Elbow w/ Screen Wall l Vent Riser Max. 36" Min. 12" ri Caulk w m N Grade or max snow level v M 00 N LO Fig.43 50 Direct Venting (Two-pipe System) Vent, Length ReqUirem" ent' s. t j F �' /u5'- 4 9 'i,4 s3ekW rFi9*' ���'�'� �✓� �f b �� 6 Y R9k. Moxa " yam 1+entlarr��tks�Stpe length hanzanxa�� � ,� � � ,� .� ��� ��� �, � �� •. ,,i-9 _ate- '`m�a2 .: eix. ,•. .,`r. ,,;.,moi x, s. � -"� `,,,�a..� ,�55 g� ad q .�r � .;<� ;t�� �'�u .§,�`!„»±} The total equivalent length specified for a two pipe system is the total combined length of the exhaust vent and air intake pipe system. Do not exceed these maximum lenghts. See table 35., as well as Figs. 44, 45, and 46 for reference. Table 35. Maximum allowable equivalent length - horizontal IMPORTANT Boiler Model System 0 Max. combined equivalent First elbow not included in equivalent vent length (a+b) vent calculation. ■WB1A 8-24, 8-30 3" /76mm 52ft. / 1 6m 4" / 102mm 66ft. 20m Always include vent termination length / in calculations. ■WB2 6-24C, 6-24 3" /76mm 52ft. / 16m 4" / 102mm 63ft. / 19.2m ■WB2'8-32 3" /76mm 40ft. / 12m 4" / 102mm 50ft. / 15.2m ■WB2 11-44 4" / 102mm 52ft. / 16m ■WB2 15-60 4" / 102mm 40ft. / 12m 4" (3"to 4" increaser field supplied. Do not order Viessmann 4" parallel adaptor). Maximum of five 901 elbows allowed in the entire vent and air intake systems (first 90° elbows are not included). See Fig. 47 Minimum vent length is 3.3 ft. / 1 m. Side Wall Caulk here (exterior caulking) Field Supplied a Exhaust/Air Intake Pipe and Fittings b Flue Starter Adaptor Parallel Adaptor jVitodens Boiler Boiler Adaptor Air Fig.44 Legend QQ Support system M© Exhaust pipe termination with > screen T© Combustion air intake with screen N a Equivalent vent length (exhaust) co b Equivalent vent length (air intake) N LO 51 Direct Venting (Two-pipe System) LengthVent • The total equivalent length specified for a two pipe system is the total combined length of the exhaust vent and air intake pipe system. Do not exceed these maximum lenghts. See table 36., as well as Figs. 44, 45, and 46 for reference. Table 36. Maximum allowable equivalent length -vertical Boiler Model System 0 Max. combined equivalent vent length (a+b) ■WB1 A 8-24, 8-30 3" /76mm 66ft. / 2Om 4" / 1 O2mm* 79ft. /24m ■WB2 6-24C, 6-24 3" /76mm 66ft. /2Om 4" / 1O2mm 79ft. /24m ■WB2 8-32 3" /76mm 49ft. / 15m 4" / 102mm 62ft. / 19m ■WB2 11-44 4" / 1O2mm 66ft. /2Om (for larger 0 system consult Viessmann) ■WB2 15-60 4" / 1O2mm 49ft. / 15m (for larger 0 system consult Viessmann) 4" (3" to 4" increaser field supplied. Do not order Viessmann 4" parallel adaptor). Maximum of five 901 elbows allowed in the entire vent and air intake system. See Fig. 47. Minimum vent length is 3.3 ft. / 1 m. Legend Vertical Vent Installation QA Support system © d © Flashings © Exhaust (straight coupling) with screen OD Combustion air intake with screen c e a Equivalent length (exhaust) b Equivalent length (air intake) C min. 18" / max. 48" d min. 12" t f e min. 12" O f 6" over max. local snow level (check with your local weather a office for details) O 4��b itM 00 CD N LO co o Or o N LD 52 Fig.45 Direct Venting (Two-pipe System) The total equivalent length specified for a two pipe system is the total combined length of the exhaust vent and air intake pipe system. Do not exceed these maximum lenghts. See table 37., as well as Figs. 44, 45, and 46 for reference. Table 37. Maximum allowable equivalent length -vertical exhaust /horizontal air intake (hybrid) Boiler Model System 0 Max. combined equivalent vent length (a+b) ■WB1 A 8-24, 8-30 3" /76mm 59ft. / 18m 4" / 102mm" 72ft. /22m ■WB2 6-24C, 6-24 3" /76mm 59ft. / 18m 4" / 102mm 71 ft. / 21.6m ■WB2 8-32 3" /76mm 44ft. / 13.5m 4" / 102mm 57ft. / 17.1 m ■WB2 11-44 4" / 102mm 59ft. / 18m (for larger 0 system consult Viessmann) ■WB2 15-60 4" / 102mm 44ft. / 13.5m (for larger 0 system consult Viessmann) 4" (3" to 4" increaser field supplied. Do not order Viessmann 4" parallel adaptor) Maximum of five 900 elbows allowed in the entire vent and air intake system. See Fig. 47. Minimum vent length is 3.3 ft. / 1 m. 1 Legend Flue @ QA Support system © Flashings c © Exhaust (straight coupling) with screen © OD Combustion air intake with screen IS a Equivalent length (exhaust) b Equivalent length (air intake) C min. 18" /max. 48" Support a system A Support Support system system O D I Tf 00 b > 1 00 Qo N rn Air LO 00 N LO Fig.46 53 Direct Venting (Two-pipe System) Vent Length Requirement's 901 long sweep elbow For plastic pipe only equivalent to 5 ft. 11.5m 901 short sweep elbow equivalent to 8 ft. I 2.4m Fig.47 (if using) Note: If standard sweep elbows are used the allowable vent lengths are reduced. One standard 901 elbow is equivalent to 8ft. /2.4m of straight pipe. Table 38. Standard long sweep elbows Material 901 equivalent 451 equivalent length elbow length elbow ft. I rn ft. I rn Stainless steel 3 /0.91 2 /0.61 CPUC plastic pipe 5 1 1.52 3 /0.91 w CO 00 Co N LO 00 54 Direct Venting (Two-pipe System) Vent Lerigth Require mients Note: Table 39. (see also fig. 47) For system venting layout Vent type Type of fitting Equivalent see fig. 48. length ft. /m Exhaust vent pipe 90' elbow 3 /0.91 (stainless steel) 45' elbow 2 /0.61 (stainless steel) Air intake pipe 901 elbow 5 / 1.52 (ABS/PVC) 45' elbow 3 /0.91 (ABS/PVC) Equivalent vent length calculation example IMPORTANT (Vitodens 200-W, WB2 11-44, system diameter 4") Maximum allowable equivalent length is 52 ft. / 16 m First elbow not included in equivalent (see table 35. on page 51) vent calculation. 2 x 90° stainless steel elbow...........................6 ft./1.83 m Always include vent termination length 2 x 45°stainless steel elbow...........................4 ft./1.22 m in calculations. Air intake pipe 1 x 90° plastic (ABS/CPVC/PVC) elbow......5 ft./1.52 m 1 x 45° plastic (ABS/CPVC/PVC) elbow......3 ft./0.91 m Exhaust vent pipe..................................................10 ft./3.05 m Air intake pipe.........................................................10 ft./3.05 m Combined total equivalent vent length (a+b) 38 ft./11.58 m ri 00 N LO 00 N LO 55 Direct Venting (Two-pipe System) �Maximum equivateni vent length= CPVC system �� r � ' � ,� „� ...�. .Nrr_..x.,,a�.«.:,..,.�........._,.,�.�ru +.�.�.....�..c-- .:,....,...u.�..�.....�._.�w�..,�,u.,,�.....,................�..d...a_,�_,...,._..,:^`'�.au� .,,.....,a,..�$;."w..�".�.�..��..� �...,,�_wu Table 40. (see also fig. 47) Type of fitting Equivalent length ft. / m 901 long sweep 5 / 1.52 elbow (CPVC) 450 long sweep 3 /0.91 elbow (CPVC) Equivalent vent length calculation example (Vitodens 100-W, WB1A 8-24, 8-30, system diameter 3") Maximum allowable equivalent length is 52 ft. / 16 m (see table 35. on page 51) 2 x 90° elbow......................................................... 10 ft./3.05 m 4 x 45° elbow......................................................... 12 ft./3.66 m Exhaust vent pipe.................................................. 10 ft./3.05 m Air intake pipe......................................................... 10 ft./3.05 m Combined total equivalent vent length (a+b)..........................................................................42 ft./12.81 m Side Wall Caulk here (exterior caulking) Field Supplied a Exhaust/Air Intake Pipe and Fittings b Flue Starter Adaptor YO1Parallel Adaptor r—oBoiler Adaptor Vitodens Boiler Air Fig.48 Legend 0 Support system © Exhaust pipe termination with 00 CO screen > © Combustion air intake with screen Do a Equivalent vent length (exhaust) b Equivalent vent length (air intake) 00 N 56 Single Wall Venting (Room Air Dependent) © The single-wall venting system draws combustion air from the boiler room. Room/Combustion air(�) enters the boiler at the boiler vent pipe adaptor Q through an annular air gap. Flue gases © are discharged to the outdoors via � ---� the single-wall pipe of the special Combustion venting system. air opening 1 Vent Requirements T11_M51i Yrr x __,Ort�m_mmmm_� This boiler requires fresh air for safe The boiler must be vented and supplied in doors, etc. to adjoining spaces operation and must be installed in a with combustion air and exhaust vents having adequate infiltration, each mechanical room where there are as described in this section. Ensure the opening must have a minimum free provisions for adequate combustion vent and combustion air supply comply area of one square inch per 1000 Btu/h and ventilation air. with these instructions. of gas input, but not less than 100 int. There are no provisions available on the Vitodens boiler to interlock it with an You must know the free area of external combustion air blower. A WARNING louvers used to cover up the combustion and ventilation openings in The Vitodens boiler is suitable for on air can cause closet installations. If you do not know sidewall, as well as vertical venting poisonous gases enterthe free area, assume 20% for wood using field supplied venting material. space, which can cause severe louvers and 60-75% free area for metal The Vitodens 100-W and personal louvers. When using louvers, the Vitodens 200-W boilers are approved openings have to be made larger. For for direct exhaust (non-sealed The boiler location should never be example, a free 14" x 6" opening combustion) operation in both, under negative pressure. Exhaust fans, becomes a 14" x 10" opening for a grill horizontal and vertical arrangements. attic fans, or dryer fans may cause air containing metal louvers. to be exhausted at a rate higher than Provisions for combustion and air can enter the structure for safe ventilation air must be made in combustion. Corrective action must be A Caution accordance with CAN/CSA-13149.1 or taken to ensure enough air is availabe. •o not store chemicals .2 Natural Gas Installation Codes Never cover the boiler or store debris chlorine or other corrosive (latest edition) (for installations in or other materials near the boiler, or innear the boiler, _ Canada) or in accordance with sections any way block.the flow of adequate cleaning solvents, detergents, , for Combustion and Ventilation Air, of fresh combustion air to the boiler. —int thinners— the National Fuel Gas Code, ANSI paint, Z223.1 (latest edition) If boiler is installed in a confined space perchloroethylene, or carbon or applicable provisions of local codes (a space with a volume of less than 50 (for installations in the U.S.A.) cubic feet per 1000 Btu/h of gas input for all fuel burning equipment) or Follow local codes to properly isolate building layout is unusually tight, A CAUTION the vent pipe when passing through adequate air for combustion must be Exposure corrosive floors, ceilings and roof. provided by two openings: one located cause heat exchanger corrosion about 6" below the ceiling, the other MWhenever possible, install boiler near about 6" above the floor. When > an outside wall so that it is easy to communicating directly with the � duct fresh air directly to the boiler area. outside, each opening must have a `4 Refer to national codes for duct sizing. minimum free area of one square inch Continued on following page. o`oo Round ducts may be used. per 2000 Btu/h of gas input. When all LO combustion air is provided by openings 57 Single Wall Venting (Room Air Dependent) Vent Requirements fcontinued) Inspect all finished exhaust vent/air intake piping to ensure: A CAUTION A CAUTION ■Vent pipe and fittings are of approved Do not locate boiler areas material. , ■Acceptable size, length and number are present. of elbows on combined vent pipe system. ■Installation is in accordance with CAUTION* prevailing provisions of local codes. Do notnstall boiler Note: ng ■Installation complies with the construction involving drywall or if above criteria are not properly requirements of these instructions, as heavy dust of any kind. Dust can observed and boiler damage results, well as the exhaust vent supplier's accumulate in the burners and cause any warranty on the complete boiler instructions. sooting. Install ..iler after all heavy and related components will be null and dust construction is completed. void. The exhaust vent system and terminations may be installed in one of * Typically when the boiler is used as the following types of terminations: a temporary heat source during the building construction phase. 1.Horizontal exhaust vent 2.Vertical exhaust vent Installation • The Vitodens boiler must be located in Viessmann recommends.that the entire Do not install vent pipe such that flue such a way that the vent length is as vent system be checked by a licensed gases flow downwards. The direction short as possible and that the vent can professional heating contractor at least of flue gas flow must be vertically be routed as directly (and with as few once each year following initial upwards or horizontal with an upward bends) as possible. installation. slope. The minimum equivalent vent length is 4 ft. / 1.2 m. The stainless steel special venting Ensure there is no flue gas leakage into See tables 46. and 47. for maximum system is completely sealed when fully the area in which the boiler is installed. and minimum vent lengths. assembled. Locking bands are used to reinforce the joints between pipe and Check joints for leaks with the gas All products of combustion must be fittings. supply turned off and the fan running. safely vented to the outdoors. Use a soapy solution to check for vent The Vitodens boiler is not approved for leaks. common-venting applications. Do not A WARNING common-vent with any other appliance. offerDifferent manufacturers Condensate must drain from the flue The Vitodens boiler vents under ,_ erentsysems pipe to the boiler. Ensure a suitable numrpositive pressure and is a Category IV adhesives. Do not mix pipes,fittings gradient of at least 3° (approx. 2" per boiler. and/or joining methods from different 3.3 ft. /50 mm per 1 m). manufacturers. Failure to comply No condensate trap is required in the Acould result in leakage, potentially vent pipe system. WARNING causing . outdoorsFailure to ensure that all flue gases have been safely vented to the severe personal injury, or loss of life. > co N Ln OD N Ln 58 Single Wall Venting (Room Air Dependent) Installation • • , lri5tallatlon Exhaust vent pipe material ■The exhaust vent pipe and fittings A WARNING must be securely supported by a Use only the materials listed in table Ensure that the entire venting I support system suitable for the 41. for exhaust vent pipe fittings. system is protectedromcalweight and design of the material damage. damaged employed. Contact your local vent ■Cut the pipe end square and removematerial supplier for more information all burrs and debris from joints and specific to your installations. fittings. ■If using CPVC special vent material IMPORTANT for exhaust vent pipe, all joints must A WARNING be properly cleaned, primed andThe venting system is approvedI Ensure that the exhaust vent pipes are cemented. Use only cement and indoor properly supported. The Vitodens boiler primer approved for the use with the •, not install the venting system is not designed to support the weight pipe material. See table 41. foroutdoors. of the exhaust vent pipe system. approved solvent cement material. ■Field supplied increaser fittings ■Route vent pipe as directly as (transitions) should always be made A CAUTION possible and with as few bends as in vertical sections of pipe to prevent For solvent cement and primer: possible to the boiler. accumulation of condensate in the • Use only in well ventilated areas vent pipe. • •, not use near flame or open fire ■Condensate must drain from the flue • Use only the solvent cement and pipe to the boiler. Ensure a suitable ■A maximum of five 901 elbows may primer appropriate for the venting gradient of at least 30 (approx. 2" per be installed in combined length of the material being used 3.3 ft. / 50 mm per 1 m). exhaust vent/air intake pipe system (excluding termination elbows, tees, flammable liquids and must be kept ■Use a hacksaw and sheet metal snips hoods and couplings). sourcesaway from all to cut pipes to length (if necessary). Use a file to smooth rough edges. Pipe must be round and not bent into ■No low point is allowed in the an oval shape. exhaust vent pipe system, unless a proper drain pipe is used to allow condensate to drain. IMPORTANT When cutting pipes to length, debur and clean pipes. In conjunction with these instructions, follow the installation instructions supplied by the special venting manufacturer. Viessmann Venting System Instructions supersede the instructions supplied by the manufacturer. ■All piping must be fully supported. Use pipe hangers at a minimum of 48" / 121 9m intervals to prevent w sagging of the pipe. ri 00 110N LO W N LO 59 Single Wall Venting (Room Air Dependent) InstallationGeneral • • Table 41. Approved materials for single-wall vent system Part Material Certified to Standards Applicability Exhaust pipe and fitting Stainless steel UL1738 U.S.A. "Venting systems for gas-burning appliances, Categories II, III, IV" ULC S636 Canada "standard for Type BH•gas venting systems" CPUC UL1738 U.S.A. "Venting systems for gas-burning appliances, Categories II, III, IV" ULC S636 Canada "standard for Type BH gas venting systems" Pipe,cement, PVC ANSI/ASTM D2564 U.S.A./Canada primer (for combustion CSA B137.3 air intake pipe only) CPVC ANSI/ASTM F493 CSA 13137.6 ABS ANSI/ASTM D2235 CSA B181.1/B182.1 Pipe cement, CPVC ULC 5636 U.S.A./Canada primer (for exhaust "Standard for Type BH gas pipe and fitting) venting systems" Class IIB 90°C A CAUTION •. .- material to vent the Vitodens .. ri 00 (D N LO 00 N LO 60 Single Wall Venting (Room Air Dependent) Geheral • • • , ._..,amu...,......_..,. ° The vent must be installed observing 6.....less than 1 ft./0.3 m above grade 9.....in areas where condensation may local regulations in addition to National level or anticipated snow level cause problems, such as above Codes, CAN/CSA-B149.1 or 2. (consult local building authorities or planters, patios, or adjacent to A vent must NOT terminate... local weather office). Locate the windows where flue gases may vent termination in such a way that cause fogging. 1.....directly above a paved sidewalk it cannot be blocked by snow. or paved driveway which is located 10. ....within 3 ft./0.9 m to the between two single-family dwellings 7.....within the following distances of property line (advisable, not and serves both dwellings. a window or door which can be mandatory; please check with local opened in any building, any building authorities and municipal 2.....less than 7 ft./2.13 m above a non-mechanical air supply inlet to bylaws). paved sidewalk or a paved driveway any building or the combustion air located on public property. inlet of any other appliance: 11. ....at a location where ice formation on the ground can present 3.....within 6 ft./1.83 m of a ■ 1 ft./0.3 m for inputs up to and a hazard. mechanical air supply inlet"t to any including 100 000 Btu/h/30 kW building (dryer vents, non-sealed (applicable only to boiler models 12. ....so that the flue gases are combustion furnace and hot water WB2-24C/24). directed toward brickwork, siding, or heater vents are considered to be other construction, in such a manner mechanical air inlets). ■3 ft./0.9 m for input exceeding that may cause damage from heat or 100 000 Btu/h/30 kW (applicable to condensate from the flue gases. 4.....above a meter/regulator assembly boiler models W132-32 and up). within 3 ft./0.9 m horizontally of the 13. ....where discharging hot flue vertical centerline of the regulator 8.....underneath a veranda, porch or gases may cause property damage vent outlet and to a maximum deck, unless or personal injury. vertical distance of 15 ft./4.5 m. ■the veranda, porch, or deck is fully open on a minimum of two sides 14. ....within 3 ft./0.9 m from an 5.....within 3 ft./0.9 m of any gas beneath the floor, and inside corner of outside walls. service regulator vent outlet. ■the distance between the top of the vent termination and the underside of the veranda, porch, or deck is greater than 1 ft./0.3 m. `tlncluding heat recovery units. M 00 CD N LO 00 N Lo 61 Single Wall Venting (Room Air Dependent) Uent tefmlr►atian.locatsonh�regvarements (fiord>nstallatrohs m the U S A } � s,� `° h- � � � ' -r r The vent must be installed observing 4. ....less than 1 ft./0.3 m above grade 7.....within 3 ft./0.9 m to the property local regulations in addition to National level or anticipated snow level line (advisable, not mandatory; Codes, ANSI-Z223.1 or NFPA 54. (consult local building authorities or please check with local building A vent must NOT terminate... local weather office). Locate the authorities and municipal bylaws). vent termination in such a way that 1.....less than 7 ft./2.13 m above a it cannot be blocked by snow. 8.....at a location where ice formation paved sidewalk or a paved driveway on the ground can present a hazard. located on public property. 5.....within 1 ft./0.3 m of a window or door which can be opened in any 9.....so that the flue gases are directed 2.....within 4 ft./1.2 m horizontally building, any non-mechanical air toward brickwork, siding, or other from service regulator vents, electric supply inlet to any building or the construction, in such a manner that and gas meters as well as relief combustion inlet of any other may cause damage from heat or equipment. appliance. condensate from the flue gases. 3.....at least 3 ft./0.9 m above any 6. ....in areas where condensation may 10. ....where discharging hot flue forced air inlet located within 10 ft./ cause problems, such as above gases may cause property damage 3 m. planters, patios, or adjacent to or personal injury. windows where flue gases may cause fogging. 11. ....within 3 ft./0.9 m from an inside corner of outside walls. Flashlr►g ancll storm collar�rtstallat�on �` ', a'� ,� r� � �„� r y �• �r. '� �w .,�"` a Flashings and storm collars are field Follow local codes to properly isolate supplied. Flashings and storm collars the exhaust vent pipe when passing suitable for Type B vent materials (or through floors, ceiling and roof. better) may be used. Always check the marking on the pipe To obtain flashings and storm collars, to make sure you are using the correct please contact your local vent material material. supplier. Follow the installation instructions supplied by the special venting manufacturer. ri 00 M N LO 00 N 62 Single Wall Venting (Room Air Dependent) ,General Installation,Ifif 6rm' 'ation' (continued The venting system must be securely Use supports to transfer the weight of In addition to the support types listed, supported by a support system suitable an installation to the building structure. mounting clips can be used to support for the weight and design of the There are different types of supports the weight of the venting system. materials employed. available and their capacity varies with The Vitodens boiler is not designed to each type and diameter. Contact your vent material supplier for support the weight of the venting The following support types are more information specific to your system. available at your local vent material installation. supplier... ■anchor plate Follow the installation instructions ■wall support supplied by the special venting ■roof support manufacturer. ■floor support ■suspension band (hanger). OR CO 00 N LO 00 N LO 63 Single Wall Venting (Room Air Dependent) A3diuonal requirejneo#s far stainless s#eslgusn#pipe material � � ,. �: ', � �� 4 , Use an AL29-4C®special stainless Note: Flexmaster Canada Ltd. steel venting system (UL/ULC listed for The Vitodens boiler has passed the 452 Attwell Drive category IV) for horizontal or vertical zero inches vent clearance to Etobicoke, ON venting of the Vitodens boilers. combustibles testing requirements M9W 5C3 See tables 42. and 43. and contact dictated by the Harmonized Standard Tel. (416) 679-0045 one of the suppliers (see listing on ANS/Z21.13. CSA 4.9.2000 and right) to order. therefore is listed for zero clearance to Z-FLEX (US) INC. combustibles when vented with a 20 Commerce Park North Prior to installation, check that the single wall special venting system. The Bedford, NH correct single-wall vent parts were zero inches vent clearance to 03110-691 ordered and supplied. combustibles for the Vitodens boiler Tel. (800) 654-5600 supercedes the clearance to See tables 42. and 43. for special combustibles listing that appears on Flex-L International Inc. stainless steel singld-wall vent pipe the special venting system labe/. 6385 Kennedy Road starter adaptor, coaxial increasers and Mississauga, ON bird screen models required for your L5T 2W4 installation. In case of discrepancies, Tel. (800) 561-1980 contact original parts supplier. Flex-L International Inc. Exhaust vent pipe connection to boiler P.O. Box 29140 Columbus, OH The vent connection to the Vitodens 43229-0140 boiler must be made with a coaxial Tel. (800) 561-1980 increaser (Vitodens 100-W only) and starter stainless steel adaptors Heat-Fab, Inc. (supplied by others, see tables 42. and 130 Industrial Blvd. 43.). The starter adaptors are intended Turners Falls, MA for a slip fit and slide into the boiler 01376 adaptor with a gentle twisting motion. Tel. (800) 772-0739 Note: ProTech Systems, Inc. For stainless steel exhaust vent 400 South Pearl Street system, the minimum pipe diameter is Albany, NY 3"/76mm. 12202 Tel. (800) 766-3473 Security Chimneys International Ltd. 2125 Rue Monterey Laval, QC H7L 3T6 Tel. (800) 363-0821 IMPORTANT For exhaust vent pipe material: Do not use any other vent material. Do not use galvanized pipe, plastic pipe and/or chimney liners of any kind. ® WARNING The use of vent material other than AL29-4C stainless steel, positiveN pressure vent pipe and fittings can co cause property damage, severe LO personal injury and/or loss of life. 64 Single Wall Venting (Room Air Dependent) • • on ACI(�tLC4llr�l`YBiJ'lf[Y8FY�8ritS for�St61ttlesS"5th"BIS`Y�1�'1;�p1�38�i�7at8t')a���G°t�I��1�JlfEd�� �� �.�„ '�' �'�`� �� d -� �° ,�`" Table 42. Exhaust vent termination options Supplier Boiler Model Stainless Steel Slip Vertical Termination Joint Starter Coupling with Screen Adaptor (see Fig.33) Flexmaster ■WB1A 8-24, 8-30 3" 2SVSVB03 3" 2SVST03 ■WB2 6-24C, 6-24, 8-32 3" 2SVSVB03 3" 2SVST03 ■WB2 11-44, 15-60 1 4" 2SVSVB04 4" 2SVST04 Flex-L ■WB1A 8-24, 8-30 3" SRAVMA3-2 3" SRTP-03 ■WB2 6-24C, 6-24, 8-32 3" SRAVMA3-2 3" SRTP-03 ■WB2 11-44, 15-60 4" SRAVMA4-2 4" SRTP-04 Heat-Fab ■WB1 A 8-24, 8-30 3" 9301 VSMN 3" 9392 ■WB2 6-24C, 6-24, 8-32 3" 9301 VSMN 3" 9392 ■WB2 11-44, 15-60 4" 9401 VSMN 4" 9492 ProTech ■WB1 A 8-24, 8-30 3" 300568 3" 300186 ■WB2 6-24C, 6-24, 8-32 3" 300568 3" 300186 ■WB2 11-44, 15-60 4" 300569 4" 300187 Security ■WB1A 8-24, 8-30 3" CTX-V3 Contact the Chimneys ■WB2 6-24C, 6-24, 8-32 3" CTX-V3 supplier. ■WB2 11-44, 15-60 4" CTX-V4 Note: Minimum vent pipe diameter with stainless steel vent system is 3"/76mm. Table 43. Other exhaust vent termination options (horizontal installation) Supplier Boiler Model Termination Termination Termination Combination Vent/ Elbow with Tee with Hood with Air Intake Terminal Screen Screen Screen (see Figs.NO TAG 90° or 45° (see Fig.35) (see Fig.36) and NO TAG) (see Fig.34) Flexmaster ■WB1 A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier Flex-L ■WB1A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier Heat-Fab ■WB1 A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier ProTech ■WB1A 8-24, 8-30 ■WB2 6-24C, 6-24, 8-32 Contact Contact Contact n.a. ■WB2 11-44, 15-60 supplier supplier supplier ai 00 m N LO W N LO 65 Single Wall Venting (Room Air Dependent) � s Aildttional requlretnents for sta�nJess steel cent pipe materral �contrnusi�7� � � � � ` � . �� fr k s m Table 44. Coaxial increaser (min. stainless steel pipe diameter is 3" /76mm) Supplier Boiler Model Coaxial increaser, 0 inches Qty. Part Number mm Viessmann ■WB1 A 8-24, 8-30 7176765 2 to 3 1 (see Fig. 49) 60 to 80 Coaxial increaser Starter adaptor for WB1A 8-24, 8-30 for WB2 6-24C, 6-24, 8-32, 11-44, Part No. 7176765 and 15-60 c B o Ot 0I o B a 1 OI o Flue Flue Combustion Combustion air air -10� A a cI d o or o a Of o I�— a b Fig. 50 Fig.49 Legend Legend �A Boiler adaptor (�) Boiler adaptor © Coaxial increaser, 60/100, 80/125 © Stainless steel starter adaptor (2" to 3") (max. insertion 2%" / 64mm) © 3" diameter stainless steel starter a 6'/z" / 165mm adapter (max. insertion 2'/z" / 64mm) a 6.93" / 176mm b 8.82" / 224mm c 6.25" / 159mm C� ri d 10.34" / 263mm > 00 N u7 Co N LO 66 Single Wall Venting (Room Air Dependent) InstallationGeneral • • .,.�:u; �'......._...... ,_.a...,._.s,..c,..��z�.,.�.`�. .,.....�.a ,.d.,#i:„� •a :,.i�,..�? ' �' �����.,,.._��,�".., :-. _,sem. .,wc'�., .,,„��:.�.;,�� 'u`. a.�, Termination Termination Termination Tee with Screen Coupling with Screen Elbow with Screen 90° or 45° Fig. 51 Fig. 53 Fig. 52 Termination Hood with Screen Fig. 54 ri 00 N LO 00 N LO 67 Single Wall Venting (Room Air Dependent) InstallationGeneral • • (continued) , Use UL/ULC-listed special plastic pipe Note: (CPVC) for horizontal(side wall) or The Vitodens boiler has passed the IMPORTANT vertical (roof) venting of the Vitodens zero inches vent clearance to boilers. combustibles testing requirements For exhaust vent pipe material: See table 45. below and contact dictated by the Harmonized Standard Do not use any other vent material. Viessmann to order. ANS/Z21.13. CSA 4.9.2005 and Do not use galvanized pipe, plastic pipe therefore is listed for zero clearance to and/or chimney liners of any kind. Prior to installation, check that the combustibles when vented with a correct single-wall vent parts have single wall special venting system been ordered and supplied. (CPVC material). The zero inches vent A WARNING clearance to combustibles for the 1other The use of vent material See table 45. for special starter Vitodens boiler supercedes the listed CPVC, positive adaptor and bird screen models clearance to combustibles listing that pipe property required for your installation. appears on the special venting system damage- nersonalLiniury and/or marking label. loss of life. Exhaust vent connection to boiler Approved vent pipe material The vent connection to the Vitodens boiler must be made with CPVC starter Marking adaptors (see table 45.). The starter adaptors are intended for a slip fit and slide into the boiler adaptor with a Gas Vent Type BH Class IIB 90°C cjW System 638® gentle twisting motion. or System 638® Gas Vent Type BH Class BB 80°C IPEX IPEX x'(mm)CPVC el Intertek Warnock Hersey ULq636 For a vent pipe system, one wire mesh screen (bird screen) must be ordered from Viessmann. These parts are Fig. 55 available in pre-cut diameters of 2", 3" and 4" (see table 45.). Table 45. Required starter adaptors and mesh screen for CPVC system Part Boiler Model Part Number Supplier Qty. CPVC Starter Adaptor ■WB1A 8-24, 8-30 2' 7134769"1 1 ■WB2 6-24C, 6-24, 8-32 3" 713477011 Viessmann 1 ■WB2 11-44, 15-60 4' 7134771*7 1 Wire Mesh Screen ■WB1 A 8-24, 8-30 2" 7134780 1 for Termination ■WB2 6-24C, 6-24, 8-32 3" 7134781 Viessmann 1 Elbows/Coupling ■WB2 11-44, 15-60 4" 7134782 1 1 See Fig. 56. p LJ a , o � 00 Q0 N LO OD Fig. 56 N 68 Single Wall Venting (Room Air Dependent) • Termination Side wall vent termination (side view) min. 12"Grade or Snow Level (See also Vent Riser Fig.43) Exhaust vent terminal,45° Fig. 57 Side wall vent termination (frontal view) min 6" Sidewall Vent Termination Fig.58 Installation of field supplied vent riser Support Bracket Attach Termination Side Elbow w/Screen Wall [TogI Vent Riser Max. 36" Min. 12" w Caulk ri 00 > Grade or max snow level to N LO Fig. 59 Lw N Ln 69 Single Wall Venting (Room Air Dependent) Vent Length Requirements Size the exhaust vent pipe as specified in the table on the left. This table lists the maximum allowable vent length in ft. and meters of the exhaust piping. Vent diameter must not be reduced at any point in the installation. Table 46. Maximum allowable equivalent length -horizontal Boiler Model System H Max. equivalent IMPORTANT vent length (a) First elbow not included in equivalent ■WB1 A 8-24, 8-30 2" / 51 mm*1 33ft. / 1 m vent calculation. 3" /76mm 52ft. / 16m 4" / 102mm*2 66ft. /20m Always include vent termination length ■WB2 6-24C, 6-24 3" /76mm 52ft. / 16m in calculations. 4" / 102mm 63ft. / 19.2m ■W132 8-32 3" /76mm 40ft. / 12m 4" / 102mm 50ft. / 15.2m ■W132 11-44 4" / 102mm 52ft. / 16m ■WB2 15-60 4" / 102mm 40ft. / 12m *r 2" diameter system only available with CPVC system *2 4" (3"to 4" increaser field supplied. Do not order Viessmann 4" parallel adaptor). Maximum of five 90° elbows allowed in the entire vent system. See Fig. 47 Minimum vent length is 3.3 ft. / 1 m. Side wall Caulk here a (exterior caulking) Field supplied FF-- exhaust vent pipe 0 and fittings Flue Starter adaptor © r Op 0 of o Fig. 60 Legend ( Support system © Exhaust vent termination © Combustion air intake 00 Combustion air opening > a Equivalent vent length (exhaust) 00 N LO Co N LO 70 Single Wall Venting (Room Air Dependent) Length • rlUl�x)tttum u�rttk I�)B'le►t�th v�rtiCa"��� .ate ^v ^ � ��-"� s� ''Y ��a� map�a�-« "������ y,e����'�;``� � Size the exhaust vent pipe as specified in the table on the left. This table lists the maximum allowable vent length in ft. and meters of the exhaust piping. Vent diameter must not be reduced at any point in the installation. Table 47. Maximum allowable equivalent length -vertical Boiler Model System 0 Max. equivalent vent length (a) ■WB1 A 8-24, 8-30 2" /51 mm 4Oft. / 12m 3" /76mm 66ft. / 2Om 4" / 1O2mm* 79ft. /24m ■WB2 6-24C, 6-24 3" /76mm 66ft. /2Om 4" / 1O2mm 79ft. /24m ■WB2 8-32 3"/76mm 49ft. / 15m 4" / 1O2mm 62ft. / 19m ■WB2 11-44 4" / 1O2mm 66ft. /2Om (for larger 0 system consult Viessmann) ■WB2 15-60 4" / 1O2mm 49ft. / 15m (for larger 0 system consult Viessmann) 4" (3" to 4" increaser field supplied. Do not order Viessmann 4" parallel adaptor) Maximum of five 901 elbows allowed in the vent system (first 90° elbow is not included). See Fig. 47. Minimum vent length is 3.3 ft. / 1 m. Legend OA Exhaust (straight coupling) with screen © Flashings b © Support system QD Combustion air intake a Equivalent length (exhaust) b min. 18" /457mm © max. 48" / 1219mm a I Op C� orur 7-1 rh 00 N 0 Fig. 61 N Ln 71 Single Wall Venting (Room Air Dependent) (Standard"long sweep�elbnws� _ � _ � � 3 A y ''a WraSazwnv.„6...�.r........«s,.....................„.„cw....su_,y�,'.x ...�'` a»,....:d...aL.x...F..............u.»........,.,.,......�.....,...,,.«,,..aw,,,s..,rs.�9<�.........,.,.i.,v' i....tcs'�.�......,'v.eww..,�..w..:.«..,...�.._.,..w....,....._,.,.,.....�w. O O 90° long sweep elbow For plastic pipe only equivalent to 5 ft. / 1.5m 90° short sweep elbow equivalent to 8 ft. /2.4m Fig. 62 (if using) Note: If standard sweep elbows are used the allowable vent lengths are reduced. One standard 90° elbow is equivalent to 8ft. /2.4m of straight pipe. Table 48. Standard long sweep elbows Material 90° equivalent 451 equivalent length elbow length elbow ft. /m ft. / m Stainless steel 3 /0.91 2 /0.61 CPVC plastic pipe 5 / 1.52 3 /0.91 Co 00 N LO 00 N L1') 72 Single Wall Venting (Room Air Dependent) • • • pn Guide...' 8 O Coaxial vent pipe adaptor (comes ® pre-installed on Vitodens 100,WB1 A models 8-24, 8-30, and Vitodens 200, fe WB2 models 11-44, 15-60) IMPORTANT ' For Vitodens 200-W, WB2 models 6-24C, 6-24 and 8-32, the vent pipe adaptor must be ordered with the 7 boiler. O2 Vent pipe starter adaptor i (coaxial>single-wall) 4 03 Elbow, 900 ®Straight pipe i Elbow,451 ©Suspension band/hanger 6 /JJ—(5Wall band Vent termination coupling 4 (w bird screen) Flashing and storm collar (� *1Available in different lengths. 5 "J For more detailed information on 6 component parts see product literature 4 supplied by special venting manufacturer. 0 IMPORTANT Ensure that the venting system is properly supported. �O 4 2 See page 63 for details. FF Fig. 63 General single-wall vertical venting layout 00 Cl) Co N L[J W N LO 73 Single Wall Venting (Room Air Dependent) Component Installation • - . t .-"H%�' rP'a g ��t Bc f - aw � �� e.�� s �,de � of od`x ,✓ f�' A WARNING smoothPrior to installation, ensure the specially designed single-wall vent pipe adaptor end is charnfered o prevent possible ® damage to the sealing gasket , f the0 boiler vent pipe .. potentiallyFailure to comply could result in injury or death. 1.Apply small amount of joint lubricant (supplied) to end of single-wall vent Fig. 64 pipe adaptor to ease insertion. Installing single-wall vent pipe adaptor 2.Slide special single-wall vent pipe adaptor0 fully onto boiler vent pipe adaptor O2 . Do not apply excessive force and/or bend single-wall vent pipe adaptoriQ when inserting. Force could damage gasket. IMPORTANT The boiler vent pipe adaptor comes preinstalled for Vitodens 100-W models WB1A 8-24, 8-30, and Vitodens 200-W models WB2 11-44, 15-60. For models WB2 24-32 the boiler vent pipe adaptor must be installed. See page 11 for installation instructions. Cut an opening for the vent pipe. Size opening at least 1" / 25 mm larger than vent pipe diameter (for combustible as well as non-combustible material). Flashings and storm collars are field To obtain flashings and storm collars, supplied. Flashings and storm collars please contact your local vent material 00 M suitable for Type B vent materials (or supplier. Follow the installation > better) may be used. instructions supplied by the special CO venting manufacturer. N LO 00 N LO 74 Single Wall Venting (Room Air Dependent) • • •fienit In-stallation Guide. The vent must be installed observing local regulations in addition to National Codes, CAN/CSA-8149.1 or 2 (for installations in Canada) or ANSI-Z223.1 or NFPA 54 (for installations in the U.S.A.). See table below for the following two conditions. ■For sloped roof applications with distance b greater than 18"/450 mm ■For flat roof applications Table 49. b Boiler Model a (min.distance) a ja WB1A 8-24, 8-30 18-/ 450 mm"t WB2 6-24C, 6-24, 18-/ 8-32 450 mm*1 WB2 11-44, 15-60 1 18"/ 450 mm*1 "See WARN/NG below. Fig. 65 Fig. 66 A WARNING Vent termination must be at least 12"/300 mm above the anticipated authorities or local weather office). ■For sloped roof applications with distance b less than 18"/450 mm that it cannot be blocked by b A vent used in a special venting system with positive vent pressure and passing through a roof shall extend at a least 18"/450 mm above the highest point where it passes through the roof and any other obstruction within a horizontal distance of 18"/450 mm. The special vent system shall not be routed into, through, or within any other vent such as an existing masonry a minimum 18"/450 mm or factory-built chimney. b <18"/450 mm Fig. 67 IMPORTANT A masonry chimney flue may be used to route the venting system only if no other appliance is vented in the same flue. t T " Si teClriin$t1013 tC15tallatlOn � r zs E '� r ri 00 Install the vent termination coupling, CD N along with the bird screen, for sloped Ln or flat roof collars in accordance with N the manufacturer's instructions. LO 75 Single Wall Venting (Room Air Dependent) • • e • • ' 77 -6n@ral9nstallaton BXatT1[1}6S �iK1YtIC8� a �.nr.,.aJr..... .w.. I' «,awawu.v-.a�.........u.,�., ",.». vf...� w� vr.,........x.Ywc.....k..».....»a�.....,..,.....cc-r....e£um+.«nalw..vax. 1 I I I 1 I I I I I I I I I 1 I I III/-.II[IX-ily�y Ma$suY Y1a�uY VivQYUuIY Fig. 68 Fig. 69 Fig. 70 Sloped roof installation Flat roof installation Sloped roof installation with offset IMPORTANT Ensure that the venting system is properly supported; the Vitodens boiler is not designed to support the weight of the venting system. w ri 00 N LO co N LO 76 Single Wall Venting (Room Air Dependent) com'pon6iit lhstallation • - Equivalent vent length calculation example (stainless steel system) Vitodens 200-W, WB2 15-60 i 2 x 90° elbow...........................6 ft./1.8 m 2 x 45° elbow...........................4 ft./1.2 m 3 x vent pipe (0.5 m)........4.9 ft./1.5 m 2 x vent pipe (1 m) ................6.6 ft./2 m Total equivalent length 21.5 ft./6.5 m ' .� Above example will change as follows if using CPVC venting system (see fig. 62): 2 x 90° elbow.................... 10 ft./3.1 m 2 x 45° elbow....................6 ft./1.8 m IL3 x vent pipe (0.5 m).....4.9 ft./1.5 m 2 x vent pipe (1 m) .........6.6 ft./2 m Total equivalent length 27.5 ft./8.4 m Note: See also table 47. 1 Fig.71 Equivalent vent length calculation example CO 00 N LO W N LO 77 V 5285 268 v3.8 5285 268 v3.8 J r. J _T a C ` al O w q. ca T O_ Y CD C� E o C T O U i N C N C C C @ 0-0 a) a7 U Y T C U C al ai U O C Y 0 O t Y N O) C (6 L U O Y Y U N 7 N C co O Y E O i- C 0— _U C L U N M Viessmann Manufacturing Company (U.S.) Inc. Viessmann Manufacturing Company Inc. > 45 Access Road 750 McMurray Road m Warwick, Rhode Island • 02886 • USA Waterloo, Ontario • N2V 2G5 • Canada Tel. (401) 732-0667 • Fax (401) 732-0590 Tel. (519) 885-6300 • Fax (519) 885-0887 N www.viessmann-us.com • info@viessmann-us.com www.viessmann.ca • info@viessmann.ca LO 80 D. Sidewalls/Surrounds • Locate adjacent combustible sidewalls a minimum of 24 in. (610 mm)from fireplace opening. • Mantle leg, surround, stub wall, whether combustible or non-combustible, may be constructed as shown in Figure 7.11. Grid represents 1 inch scale. of Di 4in. FLUSH BRICK [102 mm] C FRONT FRONT t q �_ 22 3/8 in. o aca 0 19 3/4 in. [568 mm] ho B 9 d�9i [502 mm] 24 in. 24 in. [610 mm] [610 mm] Model A B S660 r inches 36:_1 (441%2 MM 914 1 1130 SB80 inches 42 501/2 mm 1067 1283 Figure 7.11 Mantel Leg,Surround or Wall Projection(acceptable on both sides of opening) 34 Majestic Biltmore Series • SB60/SB80 •4013-300 Installers Manual • Rev H • 08/20 E. Mantel and Wall Projections The combustible mantel may have a maximum depth of 12 in. (305mm). Positioned 12 in. (305mm) above the open- ing. Combustible trim pieces that project no more than 3/4 in. (19 mm) from the face of the fireplace can be placed no closer than 6 in. (152 mm)from the top of the opening. Combustible trim must not cover: • the metal surfaces of the fireplace • where the non-combustible board is placed over the metal surfaces • the space between the metal face of the fireplace and framing members WARNING!Risk of Fire! • You must seal around the finishing material to fireplace. Combustible Wall Combustible Decorative Facing 7 ft(2134 mm) minimum base of fireplace to ceiling 2 x 4 stud wall 0 c12�05 mm Stand ffs • Non-co bustible 12 in'/305 mm Decorati a Facing i such as: tee[, iron, � Imnimum`s brick, tile concrete, slate,tile, [asters DO NOT c er any 6 iinJ152 mm air openings i the i 11/2n:/ minimum_ face of the fire p ace. 38 mm maximum Seal joint wit Measured from top of fireplace opening non-combusti le sealant to pre nt heat from bein drawn into the wall cac ty Grid represents 1 in.squares Figure 7.12 Mantel Specifications Majestic Biltmore Series •SB60/SB80 •4013-300 Installers Manual • Rev H • 08/20 35 r � r e F r w r i Y - _ 4 " �p r i r t w i "i J l .! s: i I n �. I _ �� � � i I �. i t 1 r.' tI E i a 4 T'~��� .(. - �""� r �_�-' ^ s� '� s ,. r `� � _ . �`4.� �.,,; v�e�..� ,a. '•rye�� - .�' r, ,�t f,- .�..Irr • _ _ � Ik_ - � - r _ � .� _ �, , `r - •'1' e .. i - .. 'i a � • � ,�r• r, . �i,.. y• � � _ � :l� ,fes � •i l �� � i l �� ♦ v1. \_�sir rr ,+f r. 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I-N e . _� Av-.rte-"'• `'�, �`� Y ��l.' �' « '+ I 1 e ,.. k' r a v 0 r t :er , { - a 1 1 • • • COMMENTS FOUNDATION -a ✓ - - - / s- • 1 • 1 r1J�ii,ice / '- _- - - /// _ WIL PI ROUGH FRAMING& PLUMBING TV - z_ i a<• INSULATION PER N.Y. STATE ENERGY CODE / WWWWW _ ADDITIONAL COM-MMENTS- , ©QS'�- _ _ ��*�:��•�'� _ - ice► � �, �' , ��w�iii'=�.��'.ili..�� �:.-�► �. OEM N50 IJP 4 . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 1 — L b Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form .�� Storm-Water Assessment Form 1 � Contact: Approved '20 Mail to: Disapproved a/c Phone: Expiration ,20 D RgR BVF ZBuiyector A U G - 3 2010 PLICATION FOR BUILDING PERMIT BUILDING DEPT. Date 8/2 18 INSTRUCTIONS r - m7 X01-71 HOLD 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. � . 1 (Signature of applicant or name,if a corporation) 330 West 38th Street,New York,NY 10018, Ste. 1006 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Bruce D. Kinlin (Architect) Name of owner of premises Winchester F. Hotchkiss,Jr.;Mary Hotchkiss Harvey; Leslie Hotchkiss Arndt (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 which proposed work will be done: 6331 East End Road Fishers Island House Number Street Hamlet 3.�-- County Tax.Map No. 1000 Section 007 Block 6 Lot 4 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 Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 679" Rear 679" Depth 45'2" Height 14'2" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 79' 1" Rear 79' 1" Depth 45' 8" Height 20' 11" Number of Stories 2 8. .Dimensions of entire new construction: Front 11' 4" Rear 11'4" Depth 0' 6" Height 6' 9" Number of Stories 1 9. Size of lot: Front 168.85' Rear 344.59' Depth 369.89' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-120 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X 13. Will_lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X Winchester F.Hotchkiss,Jr.;Mary Hotchkiss Harvey; 14.Names of Owner of premises Leslie Hotchkiss Arndt Address Phone No. Name of Architect Bruce D.Kinlin Address iso w 38 St.,NY,NY ioois 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 REQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Bruce D. Kinlin being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to.before me this r 2nd day August 20 18 YA MING ZHAO,- I -STATE OF NEW YORK otary Public No.01ZH6343420 Signature of Applicant Oualified In New York County My Commission Expires 08-13-2020 � 1 Scott A. Russell ,��10s111FQ Ir 5TO R IMMAXIE]k SUPERVISOR �}' ' �T ( �T ��1CA\I�A\\.GIEI\\Il]EI��1[lE�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 oTown of Southold Q1 *� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 4 A .2 018 ( TO BE COMPLETED BY THE APPLICANT ) ---i DOFS THIS PROJECT INVOLVE ANY OF THE FOLLOWING: j! (CHECK ALL THAT APPLY) I; Yes No i ❑(]�� A. Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. iii ❑❑ B. Excavation or filling involving more than 200 cubic yards of material II within any parcel or any contiguous area. 1 ❑❑ C, Site preparation on slopes which exceed 10 feet vertical rise to ' 100 feet of horizontal distance. ' ) !� ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i t erosion hazard area. I i ❑(� E, Site preparation within the one-hundred-year f loodplain as depicted j on FIRM Map.of any watercourse. i ❑❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square t feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control P1an and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional.Agent.Contractor,Other) I S.C.T.M. �: 1000 Date: District Ali NAME: Richard H. Stuse, P.E.L.S. � 1 007 6 3.2 03-06-2018 j w• i I Section Block —Lot-- -1..... ot-°""""' I FOR BUILDING DEPARTMENT USE ONLY !I' Contact Information: 860-885-1055 i I Reviewed By: — — — — — — — — — — — — — — — — I !i Vy Date: Property Address 1 Location of Construction Work: I — — — — — — — — — — — I App ved for processing Building eI nit. 6331 East Main Road I ❑ S rmwater Management Control Plan Not Required. I I Fishers Island Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) i FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M." 1000 u (Property Owner,Design Professional,Agent,Contractor,Other) - T Q` g CHAPTER ER 236 007 6 3.2 Stormwater Management Control Plan CHECK LIST AV; ' ha d R. Strouse, P.E.L.S. section Block Lot x S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Yfine Yr,N Date- * The applicant must provide a Complete Explanation and/or Reason for not providing 860-885-1055 03-06-2018 °1 all Information that has been Required by the following Checklist! J ,al,'e TAeplve Numbm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries x b. Total Site Acreage. x c. Existing- Natural & Man Made Features within 500 L.F. Shall inEkide but nc�be limited tug of the Site Boundary as required by§236-17(c)t2). A well d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x 0 Construction n ranee, e. Limits of Clearing& Area of Proposed Land Disturbance. x 0 i Fencing, stabilization & f. Existing& Proposed Contours of the Site (Minimum 2•Intervals) Seeding of expose and/or inactive soils, g. Location of all existing& proposed structures, roads, x driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. no pool planned j. Location of proposed Soil Stockpile Area(s). =IF--A using existing foundation- no grading proposed k. Location of proposed Construction Entrance/Staging Area(s). x �0 I. Location of proposed concrete washout area(s). =11_�] using existing foundation M. Location of all proposed erosion&sediment control measures. x �� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sired to capture,store,and infiitrate p g x Engineering at 765-1560 before on-site[.he run-off from all int ei��ious surfaces generated b�a two(2'7 inch rainfall/storm event. aC s , OR Provide Engineer's Certifi n 3. Details&Sectional Drawings for stormwater practices are required for approval. that the drainage has been installed Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. x �0 b. Construction Entrance&Site Access. x 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) x 0� d. Leaching Structures (e. .infiltration basins,swales,etc.) x tLftpefis BRIM- **** FOR ENGINE:IN SPAR ENT USE ONLY**** 0 Additional Information is Required OWN OF gV��I Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 23 I SMCP has been approved by the Engineering Department. �.................. _-- ----.--— _— - FORM °f SWCP Check List -TOS MAY 2014 SO�jyo do !O Town Hall Annex Telephone(631)765-1802 54375 Main Roast x (63 t)765-A50? P.O.Box 1179 a roaer.richertd'i 'own.soutod.ny us - •--$out�oid,NY�_197.10959 _ p _ Y OCT 2 5 2019 BUILDING DEPARTMENT TOWN OF SOUTHOLD - b,.^. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Dt 1. !:4.% - i() — ate:aS )a I V/ Company Name: 3 Name: 9 3 License No.: Li 1`7 - Address: � Phone No.: o' JOBSITE INFORMATION: (*Indicates reggired information) Name: r&2,j: fro"ass *Address: G 33l Fear JU Pd ;[;xkrs *Cross Street: MI `Phone No.: Permit No.: Tax Map District: 1000 Section: _ Block: (JW Lot: 3, s *BRIEF-DE-SCRI-PTION OF-WORK(Please-Print-dlearly) A/ek) 4 /" i a (Please Circle All That Apply) *Is job read for Inspection: ' J Y P YESCNO 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 I t ftfln ether f urd August 2, 2018 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, We are pleased to submit this application for the alteration to the Hotchkiss House on Fishers Island, NY. Enclosed for your review are the following: 1 Stamped Site Development Plan prepared by CME • 1 REScheck Compliance Certificate • 1 Building Department Permit Application • 1 Department of Health Services Permit • 1 Certificate of Occupancy Application • 1 Storm Water Management Work Sheet prepared by CME Suffolk County Department of Health Services Permit#R10-07-0131. Copy of approved plan enclosed. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, Bruce D. Kinlin, AIA ,li,i;i:su'ii(erTurd ,G a 7:1ulle 211-1 2982 "dreSi .'.iii! j')" : IL' ce': mea;':'..:. "1 Q6 ?a 53<'. York, N INV {il6o(�ii ii-iIiit to@';I"tei"!fl1Ct).Coni KHMutherfurd February 12, 2019 FEB 1 4 2019 Michael J.Verity T. Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, Project:The Hotchkiss House, 6331 East Main Road, Fishers Island, NY. Permit*42985 Enclosed please find 4 copies of amended drawings for revisions to the project.The house is being shifted 6 feet NE so that is it fully within the applicable setback requirement. We have also removed a fireplace, a window and a door, and reduced the size of an exterior deck. We have added a second prep sink in the kitchen.These changes are shown as well. A-001.01 (amendment cover sheet) A-021.01 (amended site plan) A-030.01 (amended Basement Demolition Plan) A-031.01 (amended First floor Demolition Plan) A-1 00.01(amended Basement Construction Plan) A-1 01.01(amended First Floor Construction Plan) A-1 02.01(amended Second Floor Construction Plan) A-1 03.01(amended Roof Construction Plan) P-101.01 (amended Plumbing diagram) Please let me know if you neern"nal information. Sincerely, Bruce D. Kinlin, AIA 0 0 OF KinlinRutherfurd Telephone Architects, PLLC 212 695 2988 330 West 38th Street Telefax Suite 1006 775 5821736 New York, NY 10018 info@ Kinlin Rutherf yrd.corn GNCB lk% Consulting Engineers, P.C. Structural Engineering Geotechnical Engineering Historic Preservafion June 2, 2020 Town Hall Annex Building r —E 11-- 7 Ivr D Town of Southold ) U Southold, NY 11971 Attn: Michael J. Verity F E B 2 6 2021 Chief Building Official Re: Foundation Work Hotchkiss Residence Principals 6331 East Main Road Charies C.Brown,P.E. Fishers Island, New York 06390 James F.Norden,P.E. Amy Jagaczevvski,P.E. Permit No. 42985 Principal Emeritus Kenneth Gibble,P.E. Dear Mr. Verity: Geotechnical Associate David L.Freed,P.E. GNCB Consulting Engineers, P.C. is the Engineer of Record for the Structural Associate Hotchkiss House renovation project under construction on Fishers Island. I Richard A.Centola,P.E. reviewed photos showing the progress of foundation construction work provided by Z&S Contracting, Inc., the General Contractor, as well as photos provided by Bruce Kinlin, Architect. New and existing crawl space areas encircle the existing basement core area. Z&S provided submittals of the 3,000 psi concrete mix design and batch delivery ticket, which are acceptable. From the photos, the new crawl space foundation areas were excavated to a depth of 3-ft minimum below grade, the required frost depth. The footing bearing surface appears to be suitable granular material. Continuous concrete footings were formed, with 245 horizontal bars, placed with clear cover at the bottom of the footings. 1358 Boston Post Road P.O.Box 802 Old Saybrook,CT 06475 Tel 860.388,1224 lastneme@gncbengineers.com gncbengineers.com Hotchkiss House MO.. I •• June 2 2020 Page 2 of 2 Consulting Engineers, RC. There are vertical dowel bars with standard hook spaced along the length of the footings. For new and existing walls, horizontal bars are installed in the top course of the concrete masonry unit wall construction. In lieu of concrete sonotube formed piers, the screened porch and deck wood framing is supported on 'concrete masonry units. This is acceptable. The foundation work is complete. i It is my opinion that the foundation work is constructed in substantial conformance with the Contract Documents, and meets the building code structural requirements. i i Very truly, CU of C. NIN r �GIIRT/Sed Charles C. Brown, P.E. President cc: Z&S Contracting, Inc. o Fishers Island, New York ORSS,oNP� zandscontractingCD-gmail.com cc: Bruce Kinlin, Architect New York, New York Bruce�a�kinlinrutherfurd.com i i f Verity, Mike From: Verity, Mike Sent: Tuesday,January 11, 20221:48 PM To: 'Z&S Contracting,Inc.' Subject: RE: Hotchkiss HRV installed Still required From:Verity, Mike Sent:Tuesday,January 11, 2022 1:43 PM To: 2&S Contracting,lnc.'<zandscontracting@gmail.com> Subject: RE: Hotchkiss HRV installed Paul, 1. Health Department 2. Amended plans—structural and basement 3. Certifications 4. Duct blaster test @ 3 or below. Thanks, Mike From:Z&S Contracting,Inc.<zandscontracting@gmail.com> Sent:Tuesday,January 11, 2022 1:13 PM To:Verity, Mike<Mike.Verity@town.southold.nv.us> Subject: Fwd: Hotchkiss HRV installed Hi Mike , j Here is a picture of the HRV unit installed at Hotchkiss that Bruce Kinlin approved with the letter he sent you. Hopefully you have the other the certification letters you needed from him and we can finalize this Cof O the next time you are on island. Thank You, Paul ---------- Forwarded message--------- From: Paul Contillo <paulcontillona,yahoo.com> Date: Tue, Jan 11, 2022 at 1:06 PM Subject: Hotchkiss HRV installed To: Inc. Z&S Contracting<zandscontracting_(c gmail.com> Sent from my iPhone i 31-15 ' - U _ J J vCL _ ^` � MUSEUM LAND TRUST SILT FENCE Q0 3r 34n16N P34-16N � i OD LOCKING CASTING i -3-t2 -3-11 o U TO GRADE PROPOSED GRADE WOVEN WIRE FENCE (MIN.' 14 J o cy' GAUGE W/ MAX. 6" MESH 0 � Y U o Do ENDCAP TYPE SPACING) 34-14 ' I � ILO - .� 8 6 LEVELING DEVICES O LU t E •r- - o c KNOCKOUT INLET AND LIO F- � n Ax CENTER TO CENTE 36" MIN. LENGTH �� \ �9 cn �- o E OUTLET OPENINGS MIN. 4' x - R �- 2" MIN. ABOVE INLET !-�__ _ FENCE POSTS O W Q OUTLET INVERT 2" MIN. ` I -�� DRIVEN MIN. 16" 9 P 06 O RIBS INSIDE INTO GROUND -__ (n -� - - II 34-12A g _ O N SJ PLAN - I 33-1.3 O' ■_ L (� LLI LU N + O - '17' \ BAFFLE REQUIRED _ - ch ww y \ _ IF INLET PITCH EXCEEDS _ I � _ --�_ --� > O N a 1/2" PER FOOT - > r / -�-----____--_ --�_ I - HEIGHT 34-13 34-128 1I � y > 00 --13 7 --5'-0" _77 __ -� OF FILTER \ ar2 I 34-11 M co 3 \ 1 TYPICAL DISTRIBUTION BOX I = 16" MIN. 5W (n NOT TO SCALE 37-1 ❑❑ 001--1 ❑ 34-6 34-10 V CAST J �� N1625.73 D�,O O O 0� N �� p�'05 6" MIN. 3a-� a4_9 PORTION (� CONCRETE COVERS 7� E131.82 ❑L_ o o ED 13❑ F� 0 J 7-6-9 PROVIDE O L D O O ❑❑ Lo 34-1 2 CONSTRUCTION 1 PLAN ENTRANCE N/F 0 0 L o Ej ❑C] o PERSPECTIVE VIEW 38-1 HENRY L. FERGUSON ❑❑ a=a ❑❑ > COVER LOCKING CASTING W _ MUSEUM OLI'000 ❑❑ 1 34-6 ❑ED BOO ❑❑ 6 TO GRADE TO GRADE _,�r "VACANT LAND" O O O OED O C WOVEN WIRE FENCE (MIN. 14 �I s4-4 g4 IF DROP 'T' FINISHED GRADE APRPAVON `r\r 2SS6S, ❑OI�O � ❑❑ / / 16-3 �° 35-1 A1 2 GAUGE W MAX. 6" MESH IS USED \ \ Z 34-3 \, , \• I SPACING) WITH FILTER CLOTH CHIMNEY H ��\\.. �.i S I�--6'-6"� �¢A sa-s l 4 x 4 12.6/126 GA. WIRE MES Z _ \' ' ' _ \ >>4` 36" MIN. FENCE POST o - 6 x 6 6/6 GA WIRE MESH \ , - ;\ S LOT 1 x 20 20" �Ul�1 1 \ \ �; EXISTING 2p E UNDISTURBED N -4 35-2 min. m'n. \ �� N �\ \�- -WATER SERVICE LEACHI�'IG POOL DETAIL FLOW GROUND `\\`i (APPROX. LOCATION) LOCATION MAP SCALE 1 =400 py > i z fOT TO SCALE INLET 3" VENT1a 3" VENT-� OUTLET ` \ o= \ \ , COMPACTED SOIL z = s • �', I' LIQUID LEVEL-"' O CONTINUOUS HOT � OUTLET I '�\ \\ � �;. � - � MAP REFERENCES EMBED FILTER CLOTH w o ASPHALT SEAL BAFFLE \ \ 1 A MIN. OF 6" IN GROUND I 0 LINED WITH „ U �` n 1/8" PVC `r �,\\ \�..'- 1. TO''OGRAPHIC SURVEY PREPARED FOR HILLARY HOTCHKISS 4" SCHEDULE #40 a 1 \ \. 1 4„ 4,4.. .. INLET BAFFLE 60' GAS N/F - \ \`;_ .\ BLOCK 34-LOT 126 FISHERS ISLAND, NEW YORK, SCALE: 1"=20', -f,'.P},A » '� 1, .1 DEFLECTOR FISHERS ISLAND WATER ' \\ \�,- 1 DATE: 01/11/2001", PREPARED BY CME/CPK DESIGN GROUP --•fir ie •, WORKS- SECTION VEyl NORWICH, CT. 5'-8 WATER TREATMENT N z\\ \� CONSTRUCTION SPECIFICATIONS r L 5 4 I� 13 PLANT ���\ �� " \ NOTES <r CROSS SECTION 1 \\ �a5/ S 70'07 30 W \ S 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH � \ \' 2j 55.00 WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE OR HARDWOOD. INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE 1000 GALLON ��� / 1�°� 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH PURPCSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR 2 COMPARTMENT w N . EXCEEDS THE SCOPE OF THE ENGAGEMENT. '20» �, \� \�, / \ \ TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE SEPTIC TANK 11 3✓ Q WOVEN WIRE, 6" MAXIMUM MESH OPENING. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY NOT TO SCALE �51' X68 \ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 1g1• I /\gar LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 'Q) SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND N 8T55'46" W 181.38' / 1 +�� �� O SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL - - - '- / ` �h X 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED ARE THE PRODUCT OF THE LAND SURVEYOR. ;,Z\ EQUIVALENT. N 1469.60 -' �o �'�Y,- ' E164. 4690 ��� \ �'' Q 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND W \� �� `�` 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 1 W \vl o�\; \ BUILDING GEODETIC SURVEY TRIANGULATION STATION NIN" `J y�` \ SETBACK LINE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. U N o\ \ r'�, 5. SITE IS IN THE TOWN OF SOUTHOLD,' COUNTY OF SUFFOLK TAX Y z v�(, \ s MAP 1000, SECTION 007, BLOCK 6, LOT 3.2. w o !y / Q "v �`,_, \ �• APPROXIMATE EDGE OF POND AND 0 Q >- \ LIMITS OF FRESHWATER WETLANDS 6. TOTAL AREA = 2.15 f ACRES. - O LARGE LA 24" \BOULDER 7. 517177 I'" I_OCATFD IN ZONING DISTRICT R-120. Z L� LTJ Z V) BUILDING _E MARK. I;tViV FCC7ri '�- ` 3 � [� `L SETBACK LINE �r.l \18" `�' ••` 8. SITE IS CURRENTLY AND WILL CONTINUE TO BE SERVED BY 0- L� POLE EL=51.53 _� '` \`� e- OAK o'• P MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. � z 800 , II; - _ " W Q (~ 9. BASE FOR ELEVATIONS-APPROX. NAVD88. cn w w In C) W Ckt�JM ,. 4TIESTAF �G N/F I' EXPANSION AREA.- HOLE 1 ,\r, CLUMP Q� % Cr) LLI r� APLE / I 'x\` MAPLE\. i TEST Hr�LE DATA - 0' VACANT LAND / _ _ , ,� "V �� .t �. � LAWN ACANT LAND � TEST HOLE DATA i PROVIDE TWO (2) PROVIDE SILT FENCE (n MAINTAIN DURING BY: R. STROUSE P.E. L.S. - FEBRUARY 28, 2018 - LEACHING POOLS �p O _ _ - CONSTRUCTION 0-7" TOPSOIL- SURFACE BOULDERS 2 r (SEE DETAIL) \ 24" (SEE DETAIL) MAPLE] �� _ _ j 1�- . LIMITS OF SITE 7"„35� SANDY SUBSOIL N LITTLE OR NO FINES (SP) O / � \ -� _f' J oaK \ BOULDERS ©POORLY 5 GRADED SAND L T CLUMP" �-' (\ 1 v 136» \ DISTURBANCE EXISTING 1 �� a'JLMAPLE \ `_ 1450± SQ.FT. Ag / -1, � .,� , tires \ �L y ( J EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 RI - CB .✓ % \ \a\ STONE) \ TF 49.04 \ SOIL CLASSIFICATIONS _ / ��PROVIDE D-E& / l RETAINING WALL �\ I \ RELOCATE AS LIMITS OF \ CONSTRUCTION ENTRANCE 44 PROVIDE 1000 GAL.\. \,, NECESSARY CLEARING RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY POLE ' SEPTIC TANK \ 1�- BLO*3K 34 LOT 12A SOILS - 15-35% SLOPES NOT TO SCALE 0 b � � METER ' 50� � �, � . 60, # PROVIDE 4 CAST IRON ^\� _53.5 .�y`,F ) AS alOWN ON "PLAN MADE FOR PIPE W/CLEAN-OUT /- -> I �i 36" FISHER, ISLAND DEVELOPMENT CORP. / (2 FT. FROM BUILDING) pgT10 I`r -\' OAK SHOWING EAST END LOTS"-APPROVED BY SEPTIC USTEM DESIGN FOR 4 BEDROOM RESIDENCE 2 j I %`•_ DIVISION (F ENVIRONMENTAL HEALTH DEPT. REVISED�UMITS EXISTING OF HEAI.H SERVICES, SUFFOLK COUNTY USE A •1000 GALLON REINFORCED PRECAST m I _q OF STONE PARKING 1 _ _j SEPTIC DECEMBER 4, 1987 r r _ _ CONCRETE SEPTIC TANK (SEE DETAIL) BEIJCH MARK: IRON ROD I I Ip 52 EXISTNG STONE PARKING USE 1- DISTRIBUTION BOX (SEE DETAIL) POLE ELEVATION 52.64 `t (To REMAIN) j.�\ (\ SILL ELEV, i=• /E<ISTING CESSPOOL ry'� USE 2- PRECAST CONCRETE LEACHING POOLS (SEE DETAIL) 799 - - ^ USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. U) z STAGING _-� 54.9 o T) BE ABANDONED. p __ o PROVIDE 4 CAST IRON PIPE TO A POINT 2 BEYOND FOUNDATION WALL i= AREA "� - ° PJMP, IF NECESSARY. ____ z a ' ; / FILL WITH SAND _ -- PROVIDE 3 I I a°Q ,`' NEW DECK PROVIDE FORM WWM-080 N DRY WELLS FOR I \ ( 1 I°° O S E D I & STEPS / - o / 9�. ROOF DRAINAGE o s� X53.01 o PROP dCK '�' '; / >S V) / (SEE DETAIL) I I�o`1 0 4 BEDROOM I 1- / P 6 \ i 1 p > N s0• - �o 1/2 STORY ' %\cv INVERT ELEVATIONS- w ROOF LEADER \LAWN ° \ T-( '�� OUTLET AT HOUSE-51.0 PROPOSED ¢ aK, \ ° n LAIN \� o ,� +9t '�� % APPROXIMATE EDGE OF POND AND TANK INLET - 50.5 RESIDENCE -` TANK OUTLET - 50.0 Q \ 0 1 � � "�-��, LIMITS OF FRESHWATER WETLANDS o / N/F 1 X53. o DECK \ \ N D-BOX INLET - 49.87 WALSH PARK \ 1-� _ _ \ rn � D-BOX OUTLET - 49.7 ..g �y 4" PVC WYE / Y LEACHING POOLS - INLET - 49.5 -.�,, OVERFLOW BENEVO ENT 1.PIPE N 8r21'4o" w / CORPOR,ATION (FOUND) 231.62' 4" PVC CUT i-, EXISTING 1 STORY-RESIDE ICE A TO LENGTH MIN. 6" SOIL COVER SINGLE FAMILY RESIDENCE �� 00 N/F LAWN y c1,- OVER ORYWELL ; DECKS TO BE DEMOLISH 3 BLOCKS AND CATCH I i HOTCHKISS PROPOSED 4 BEDROOM R'SIDENCE ,� MUNICIPAL WATER _ r , BASIN GRATE TO GRADE �-.BLOCK 34 LOT 12B ; GENERALLY ON EXISTING �' t �F <;b- Q (NEENAH R-2525-F) OR EQUAL ON SITE SEPTIC SYSTEM " r C0• v"I ° FILTER FABRIC "VACANT LAND FOUNDATION (SEE ARCHII�CTURAL r � " G' 't x :1 l PLANS) PROPOSED FF =' 55.0± \ ffi. t�(I".' 'I i , .� , Q o °� ' LEGEND cn 90' BEND 0 0 0 0 0 I I \ 0 0 O OO O O 4" SDR 35 PVC DRAINAGE CALCULATIONS PROPERTY LINE - SLOPE AS REQUIRED 0 OO OO op O � o°° o 0 0 0 o T ABUTTERS LINE � o°Oo 1° STONE OR 0 0 0 0 0 NEW ROOF AREA = 3,250 SF SSUFFOLK COUNTY DEPAR t MEI�lT OF HEALTH SERVICES EDGE OF PAVEMENT m o I 1 I o EDGE OF GRAVEL ------------------- M GRAVEL �• REQUIRED = 3,250 SF X 1.0 X 2/12 = 541 CF PERMIT FOE:AnPROL�F.1 OF CCiiWSTI'LICT!0'! t QR A EXISTING CONTOUR --- 42 --- _ � O o p � FENCE T �5' Al � w Z z SINGLE F'rrmiLY FRrziD�"'i`1cr: 0NLY STORMWATER DRYWEL DETAIL B' DRYWELLS TREE LINE �' r' -/� - o o cTo Q w o LLJ OVERHEAD WIRES - �;'W - a_ m o o U 0U L� NOT TO SCALE 541 CF / 28.27 CF/VF = 19.2 VF ud JAN 2 0 ZCt' , Aba:ldom-nit of C:;1Stint-'Su ii#�-�gy'�t�r; Ii41wSt b0131 NOW OR FORMERLY N/F DATE: 03/01 /2018 USE THREE(3) - 6 X 8' DEEP DRY WELLS. DATE , F. No Rip JUS a UTILITY POLE -�- CadT1fC`7:7i:' t',C tt'l �l C�:',pa;� Cbz ivqwZrtiig::, I.�itl'J3:13t BOUNDARY POINT QUALITY CONTROL CERTIFICATION APPROVED Ct sL Completed.L,rm WVY'M- aS pi0o¢; Q SOIL CLASSIFICATIONS GROUP REVIEWED DATE FOR AAAXIh1UP,9 Or BEDRO©EAS IRON PIPE e SCALE: 1 " = 30' PROJECT MANAGER RIDE - RIVERHEAD AND P�YMOUTH VERY BOULDERY EXPIRES THREE YEARS FROt4 DATE OF APPROVAL SOILS - 15-35� SLOPES MERESTONE PROJECT: #2018802 SURVEY ENVIRONMENTAL 30 15 0 o SHEET CIVIL STRUCTURAL • GRAPHIC SCALE IN FEET 1 OF 1 ARCHITECTURAL 5 31-15 4yr r a. / MUseuu LAND TRUST .� .. L to 19= / 00 E p® T16t ` W = CND U _ tl) o v I 1- a \ 0 .2 00 r 34-14 I — l _ W c� w .> V E °a IW- Q o cz cu cz 7 r- 0 ca cli lz 33-4 33-1.3CQ 0 ,� U w w M �r V A+ L V 34-13 34-129 134-11 Q L M co co OD V 0 co33-2 W OO 37-1 O 34-7 34-8 34-10 POR3+-'ION V) a n 1625.73 34-0co v 131.82 34-1 .J b II G ?, N/F 36-1 2 2 r / ' _9 HENRY L. FERGUSON ° w = - MUSEUM 31-e 6 PAVED \ "VACANT LAND" 34-4 F" r s 3f-3 1 APRON 34-3 35- \W l U �p Z \� \\ 4`S 2Q" `�. 36-4 \ 35-2bto �incr > \ \ EXISTING f Q w �� \, \\ 7 WATER SERVICE LOCATION MAP SCALE 1 "=400' w i t \\ \\ 7 (APPROX. LOCATION) It U- 0 d \ \ MAP RpFFRFN(:FS 1. "TOPOGRAPHIC SURVEY PREPARED FOR HILLARY HOTCHKISS N/F \\ \\ BLOCK 34-LOT 12B FISHERS ISLAND, NEW YORK, SCALE: 1"=20', FISHERS ISLAND WATER \`\ \\\ 7 \ DATE: 171/11/2001", PREPARED BY CME/CPK DESIGN GROUP WORKS- 4N \ \ �. NORWICH, CT. WATER TREATMENT PLANT �� �\ \ 5+ S 70'07'30" W NOTES 55.00' < 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICA?ED HEREON. ANY EXTENSION OF THE USE BEYOND THE \ .50 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEECS THE SCOPE OF THE ENGAGEMENT. W \ �5.3i ► / 55' \ Q 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY pD �' �6$' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. I / 3. ONI.Y COPIES OF THIS SURVEY MARKED WITH THE LAND N 87*55'46" W 181.38' _ / ; �\- \ g 0 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL - � ARE THE PRODUCT OF THE LAND SURVEYOR. N1469.60 0 E1469. 0 �,; �x Q 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND W BUILDING " �'�Z�,�` \ SETBACK LINE GEODETIC SURVEY TRIANGULATION STATION NIN z iy \-�o� \ ��+ 5. SIT!. IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX Y ; \ `'�° MAP 1000, SECTION 007, BLOCK 6, LOT 3.2. Z LLJ o O U APPROXIMATE EDGE OF POND AND Q >_ LIMITS OF FRESHWATER WETLANDS 6. TOTAL AREA = 2.15 f ACRES. g O z LARGE 0- Iaf ('0 w \_ BOULDER 7. SIT`: IS LOCATED IN ZONING DISTRICT R-120. 0 LLJ Z z Q BUILDING i .: , �; O O Q SETBACK LINE > 8. SITE IS CURRENTLY AND WILL CONTINUE TO BE SERVED BY F= w m p POLE j JJ �� ( r \ �� MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. U w Z 800 ? i I JJ \ � �O Q < (n VQ) Lij I I \ �+ �Y• 9. BASI: FOR ELEVATIONS-APPROX. NAVD88. w *TEST \ F N/F J Ig - �� HOLE \ HOTCHKISS Yof VACANT LAND / I TEST HC,_E DATA — in w VACANT LAND TEST HOLE DATA = cfl _ BY: R. STROUSE P.E.,L.S. - FEBRUARY 28, 2018 (, w7 I z 0-7" TOPSOIL- SURFACE BOULDERS 7"-35"3SANDY SUBSOIL 35"-15' POORLY GRADED SAND LITTLE OR NO FINES (SP) y \ BOULDERS ® 15' / A, �� EXISTING Q. ce ��`���' \\ \ EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 !„ 4 o TF=49.04 \\ \ SOIL CLASSIFICATIONS p .� POLE �i \\\ BLOCK 34 LOT 12A SOILS RI 5-35% SLOPES HEAD AND LYMOUTH VERY BOULDERY {METER STONE PARKING i� AS SHOWN ON "PLAN MADE FOR w= FISHERS ISLAND DEVELOPMENT CORP. / rydD X636, PORCH SHOWING EAST END LOTS"-APPROVED BY 2 I v d DIVISION OF ENVIRONMENTAL HEALTH DEPT. ter{ �I I OF HEALTH SERVICES, SUFFOLK COUNTY �Y'` 6►'.'t }p Y'':\ m DECEMBER 4, 1987". o e t C , 1 e , " BENCH MARK: IRON ROD �.,� C POLE U 7ss ELEVATION 52.64 ;;;; W t NEW RCSIDtN0C: 1 o�ry p a.4+' GO Z (UNDER � •• �� CONSIRUCT(ON........... "a ��o F Ljj 555 ' LOCATED 11-20201.9 coy so. �! w ?e, o / 9 0 y� APPROXIMATE EDGE OF POND AND w a / N/F 4LIMITS OF FRESHWATER WETLANDS o / WALSH FARK `v N BENEVOLENT I.PIPE , . rvY / N 8T21 40 W CORPORA'+TION (FOUND) .�. 231.62' � SINGLE FAMILY RESIDENCE I Gin _ Z MUNICIPAL WATER I HOTCHKISSLn I ON SITE SEPTIC SYSTEM I BLOCK 34 LOT 12B I ¢ Y I "VACANT LAND" I ~ I LEGEND Q o Of= PROPERTY LINE 0) ABUTTERS LINE —— 00 rn EDGE OF PAVEMENT OD o I T_ < T I o EDGE OF GRAVEL ------------------- FENCE Al Al � Lu Li LA_ TREE LINE W Y z z � o OVERHEAD WIRES o/W � o w � = o -1 NOW OR FORMERLY N/F a m 0 u U L UTILITY POLE ♦- DATE: 11/25/2019 BOUNDARY POINT IRON PIPE ® MERESTONE SCALE: 1 " = 30' PROJECT: #2019849 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY 30 5 0 30 SHEET ENVIRONMENTAL GRAPHIC SCALE IN FEET 1 OF 1 CIVIL STRUCTURAL ARCHITECTURAL \ —31-15 Drawing Copyright 02415 N MUSEUM LAND TRUST O / ppm \� 34-ti� P34-�� C4 Jt I�7' y J © -3 33 Wilbur Cross Way,Mansfield,CT 06268 101 East River Drive,1st Floor O \ / East Hartford,CT 06108 v If 34-14 860-885-1055 1 www.chacompanies.com Co 33-4 33-1.3 y / ) SEPTIC SYSTEM LOCATION DATA X13 ` o DISTANCE DISTANCE 33-2 34-11 o FROM FROM POINT # LOCATION LOCATION S7-' 34-8 34-10 N1625.73 "A" "B" DESCRIPTION P 34-7 Mir 9,, E131.82 HOUSE HOUSE 34"° 7 ?, NIF CORNER CORNER m J4-' 3s-, FINAL LOCATION PLAN HENRY L. FERGUSON 1 15'-2" 7'-3" CLEAN-OUT If PREPARED FOR W MUSEUM 2 15-4" 20'-0" TANK INLET COVER _ 34-° PAVED �� 2s5 "VACANT LAND" 3 21'-0" 26'-6" TANK OUTLET COVER 34-4 F HOTCHKISS RESIDENCE APRON �` �� •6g• 4 27'-0" 32'-8" D—BOX -3 34-3 35-1 6331 EAST MAIN ROAD W Z �`.\ \ S >>4 2 5 40'-4" 50'-0" LEACHING POOL _, LO 1 FISHERS ISLAND, Mz pyo EXISTING 0 f 6 44'-0" 46'-0" LEACHING POOL 38'4 -2 NEW YORK I \ ��w N `� `� WATER SERVICE �9 `,��, (APPROX. LOCATION) LOCATION MAP SCALE 1 =400 L5 LLI7 `V MAP PEFFRENCES 1. "TOPOGRAPHIC SURVEY PREPARED FOR HILLARY HOTCHKISS � N/F � � BLOCK 34-LOT 12B FISHERS ISLAND, NEW YORK, SCALE: 1"=20', RECEIVEDFISHERS ISLAND WATER ` ��� ��� \ DATE: 01/11/2001", PREPARED BY CME/CPK DESIGN GROUP WORKS— NORWICH, CT. WATER TREATMENT SEP 2 0 2021 PLANT 5' S 70'07'30" W 55.00• SUFE. CO. HEALTHSEI'VICE:S � 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 0 F F I;E OF*AST'.E VA,TE M,03 T. INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. CP ` 5 \ Q 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANYoi \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. / / �� \ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND a N 87"55'46" W 181.38' c ' } —--------- — / SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. N1469.60 E164.10 Q 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND � BUILDING » 0 � \ SETBACK LINE GEODETIC SURVEY TRIANGULATION STATION NIN �4f3\ a' 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX IT 'r IS A M097M OF LAW FOR ANY PERSON.INJIESS THEY ARE MAP 1000, SECTION 007, BLOCK 6, LOT 3.2. ACTING WDEx THE DIRECTION OF A LICENSED PROFESSIONAL ENaTO A ARCHITECT,LI NANY W ARCHITECT OR LAND APPROXIMATE EDGE OF POND AND SURVEYOR TO ALTER AN ITEM IN ANY WAY.F AN ITEM BEARING 1HE LARGE OMITS OF FRESHWATER WETLANDS 6. TOTAL AREA = 2.15 f ACRES. STAMP OF A LICENSED PROFESSIONAL IS ALTERED,THE AL70M ENONM,ARCHITECT,LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP 1HE DOCUMENT AND INCLUDE THE BOULDER NOTATION*ALTERED BY FOLLOWED BY THEIR SIGNAYURE�M r8r, 07. SITE IS LOCATED IN ZONING DISTRICT R-120. DATE OF SUCH ALTET AIM AND A SPECIFIC DESCRIPTION BUILDiNG1 C: .. " AL ' SETBACK LINE POLE 8. SITZ- IS CURRENTLY AND WILL CONTINUE TO BE SERVED BY H 800 MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. I EXPANSION 1 AREA $• ��' 9. BASE FOR ELEVATIONS-APPROX. NAVD88. I , *TEST N/F �• LEACHING HOLE HOTCHKISS _ -- "VACANT LAND / �N i DATA Pool (2) ; -; \\ "VACANT LAND" TEST HOLE DATA BY: R. STROUSE P.E.,L.S. - FEBRUARY 28, 2018 r ,5 �r i -` \ D-BOX 6k t �5 0-7 TOPSOIL- SURFACE BOULDERS I ^� i 1250 GAL. ` \ _ _ 7"-35" SANDY SUBSOIL / I SEPTIC TANK 35"-15' POORLY GRADED SAND LITTLE OR NO FINES (SP) n �! / \ � t �)-�'"' 4 \ BOULDERS ® 15 EXISTING tl `�� ��J yh 3 \ EXPECTED HIGH ,GROUND WATER BELOW ELEVATION 10 ` �9 (� o TF-49.04 t - ��\ \ SOIL CLASSIFICATIONS \ Q- �44 t 2 / RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY POLE ' / A BLOCK 34 LOT 12A SOILS - 15-35% SLOPES ' / /� c�, 6p• #METER 1 p AS SHOWN ON "PLAN MADE FOR RICH Z U FISHERS ISLAND DEVELOPMENT CORP. w SHOWING EAST END LOTS"-APPROVED BY I a DIVISION OF ENVIRONMENTAL HEALTH DEPT. �\ STONE PARKINGU OF HEALfH SERVICES, SUFFOLK COUNTY 7. DECEMBER 4. 1987". n 11 I I it BENCH MARK: IRON ROD POL1 I .�-Sii:is°P i'° ....s`:iE?iiiiiii!iiiii�:.:if r F 799E ELEVATION 52.64 -----' ,.. ...: ::: w / �� AN 1 NEW RESIDENCE; p&' J ...,., - : B, EDRCOMSo ... SUFFOLK 1 C COUNTY pL PARTMENT OfH LOCATED EALTH SERVICES PPR:: : ::;; 1::': 202011: §J VAL OF CONSTRUCTED LdJ WORKS FOR Date No. Submittal/Revision Vd By Date / ?9�• POP IED O A SINGLE FA!:.':LY RESIDENCE TANK f CT 1 �n7t H , 'rCei:I X o. - 8 e Th H • se a9 disposal e s posa!ant (D cn5a In8POded arid/or clis w�:sr�� p, , 1"have been 9� factory FOR AeMAXiMtll�f menflcro�e agencie10 soand found to 4, - .4. A� /; W •- BEDROOMS. i � y APPROXIMATE EDGE OF POND AND C-. �? LIMITS OF FRESHWATER WETLANDS N Fi " N peer, PE., Chi f WALSH PARK N Office Craig Kne er BENEVOLENT r.PIPE N 87"21'40" W W e H- / CORPORATION (FOUND) - 231,62' SINGLE FAMILY RESIDENCE N/F MUNICIPAL WATER HOTCHKISS ON SITE SEPTIC SYSTEM I BLOCK 34 LOT 12B "VACANT LAND" I I LEGEND i I PROPERTY LINE ABUTTERS LINE —— EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- NEW RESIDENCE FENCE TREE LINE A�� mop (b - 3 °� OVERHEAD WIRES 0/w NOW OR FORMERLY N/F I E UTILITY POLE -+♦- Designed By: Drawn By: Checked By: BOUNDARY POINT O RHS CB IRON PIPE MERESTONE 0 Issue Date: Project No: Scale: 11/19/2020 2019849 1"=30' QUALITY CONTROL CERTIFICATION Drawing No.: GROUP REVIEWED DATE PROJECT MANAGER SURVEY 30 15 0 30 ENVIRONMENTAL SHEET 1 OF 1 CIVIL GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL 31-15 �\ r 0 f n J O rfCc: AND TRUST i ^.,. f oQ Ti 6Ji CSO O\ O0 U — Co14 1 34-14 N 2 N _ tI W 2 — O> UE ui cz W-4 33-1.3 O W cz CNW y ^ _� 01)IL V+ > N s 34-13 ....::,34-128 f L T CO 33-2 t 34-11 Q ��/� co OD O 37-1 � 2 V,/,/,/ N1625.73 34-7 34-e` 34-10 PORION V C ao E131.82 34-0 +-s _–. J I a N F 34-1 HENRY L. FERGUSON o, w MUSEUM ,,,,_e .e � PAVED \\ ?s "VACANT LAND" 34-4 F" r APRON \\ \\ S ss' 3'-3 35-1 \ \\� 34-3 ` l \\\ \\ 7 1� \` Y1 LOTS ` w % 4 ,, \ S?0 EXISTING y F 36 35-2 °)+ N \O \\\ WATER SERVICE 9 ��0 t \\ \\ (APPROX. LOCATION) LOCATION MAP SCALE 1 =400 \\\ \\\ N \ MAP R;_F. -••- -- \\ \\ 1 FRFN(:FS / \ v \ 1. "TOPOGRAPHIC SURVEY PREPARED FOR HILLARY HOTCHKISS FISHERS ISLAND WATER \\ \\ BLOCK 34-LOT 12B FISHERS ISLAND, NEW YORK, SCALE: 1"=20', > \\ \\'7 DATE: 01/11/2001", PREPARED BY CME/CPK DESIGN GROUP WORKS— 4N `\ `\ �• N0RWIt,H, CT. WATER TREATMENT PLANT \++\ +�\ `\ S 70'07'30" W NOTES 55.00' 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. �g8$ 2. IT !S A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. N 8T55'46" W 181.38' 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND / +++ N+;- 0 / \ �� SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL > Z ARE THE PRODUCT OF THE LAND SURVEYOR. N1469.60 +o 0+++ E164.10 �n Q 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND LiJ - +�" O+ \ BUILDING " " +� z GEODETIC SURVEY TRIANGULATION STATION NIN SETBACK LINE U e86%. 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX z Y ?p• Q + � �'P- MAP 1000, SECTION 007, BLOCK 6, LOT 3.2. Ld � LiJ APPROXIMATE EDGE OF POND AND z 00 O U +� LARGE LIMITS OF FRESHWATER WETLANDS 6. TOTAL AREA = 2.15 f ACRES. g 0 z / o- (� � rej O ; BOULDER 7. SIT . IS 1.0(.ATED IN 7ONIN,G DISTRICT R--120. z 0 (yJ z ZLLI 0 BUILDING /L SETBACK LINEI r O Q `C POLE I JJ 1 I f' s� 8. SITE IS CURRENTLY AND WILL CONTINUE TO BE SERVED BY � p 800 JJJJ \ o� MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. Q z �� U Q V) �� 9. BASE FOR ELEVATIONS-APPROX. NAVD88. O0 0- Lv *TEST _ \ F NIF w - — "VACANT LAND" // ? HOLE •\ HOTCHKISS TEST HALE DATA - z I VACANT LAND TEST HOLE DATA LJ BY: R. STROUSE P.E.,L.S. - FEBRUARY 28, 2018 00 L i z I ` 0„7" TOPSOIL- SURFACE BOULDERS O o I 7"-35" SANDY SUBSOIL J, 35"-15' POORLY GRADED SAND LITTLE OR NO FINES (SP) EXISTING BOULDERS ® 15' �� .' + Q CB �� \\ ti EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 (^ 4 o TF=49.04 \\ SOIL CLASSIFICATIONS O � POLE j +� BLOCK 34 LOT 2A SOIILS �15-35% PLYMOUTH VERY BOULDERY SLOPES / h 60, #M STONE PARKING i� AS SHOWN ON "PLAN MADE FOR J PORCH z U FISHERS ISLAND DEVELOPMENT CORP. SHOWING EAST END LOTS"-APPROVED BY _ O DIVISION OF ENVIRONMENTAL HEALTH DEPT. j j U a OF HEALTH SERVICES, SUFFOLK COUNTY '.,':•'° ,.- ' DECEMBER 4, 1987 . ` t BENCH MARK: IRON R00 _ �. „. + t Y / POLE .. y 799 ELEVATION 52.54 + wE NEW RIZSlDENGE .. 0 o�� � t .JI, N Z p (UNDER ui `, wq\� K r.g ,CJ z CONSTRUCTION)::::: a o LOCATED . { ` U �' �-< - a Ld so. ;�ti° > ?9. 9'r g, o! w C-2 APPROXIMATE EDGE OF POND AND w / NIF ,, LIMITS OF FRESHWATER WETLANDS o / WALSH PARK N BENEVOLENT y r / 1.PIPE N 8T21'40" WY^� [ [ - �� z CORPORATION (FOUND) �- 231.62' SINGLE FAMILY RESIDENCE NIF I MUNICIPAL WATER HOTCHKISS I ON SITE SEPTIC SYSTEM I BLOCK 34 LOT 12B I a Ln "VACANT LAND" I l I I LEGEND a o W PROPERTY LINE ABUTTERS LINE —— 00 co EDGE OF PAVEMENT EDGE OF GRAVEL --------- m I Of af 0� I o ui FENCE — yy 7y— yy O Z 0 Z 0 TREE LINE �Y OVERHEAD WIRES o/w 0 Oo w < = o J NOW OR FORMERLY NIF ,2 m 0 o c1 cI I.- UTILITY UTILITY POLE -a- DATE: 11/25/2019 BOUNDARY POINT IRON PIPE MERESTONE ® SCALE: 1 " = 30' QUALITY CONTROL CERTIFICATION PROJECT: #2019849 GROUP REVIEWED DATE PROJECT MANAGER SURVEY 30 15 ENVIRONMENTAL � 3a SHEET CIVIL GRAPHIC SCALE IN FEET G'\ 1 OF 1 1 STRUCTURAL ARCHITECTURAL CREScheck Software Version 4.6.5 �(J Compliance Certificate Project Hotchkiss Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 26% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6331 East Main Road Win Hotchkiss Bruce Kinlin Fishers Island, NY 06390 Kinlin Rutherfurd Architects 330 W 38th Street Suite 1006 New York, NY 10018 (212) 695-2988 brute@kinlinrutherfurd.com ,.. ,- e,da'a l ,,., ,. i,., in.. n3 %��b ,,, ..�Q.F .•c ae- e... " r � !fi!°'"g,: Compliance: 3.4%Better Than Code Maximum UA: 726 Your UA: 701 Maximum SHGC: 0.40 Your SHGC: 0.17 The/Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies West Elevation Wall:Wood Frame, 16" o.c. 790 20.0 0.0 0.059 33 Window 105 (Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 106(Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 107 (Marvin Double Hung): Metal Frame with Thermal Break:Double 23 0.330 8 Pane with Low-E SHGC: 0.18 Window 108 (Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 110`(Marvin Double Hung): Metal Frame with Thermal Break:Double 50 0.330 17 Pane With Low-E SHGC:0.18 Window 210(Casement Picture): Metal.Frame with Thermal Break:Double 7 0.310 2 Pane with Low-E SHGC: 0.20 Window 211 (Push-out Awning): Metal Frame with Thermal Break:Double Pane 15 0.370 6 with Low-E SHGC: 0.18 Project Title: Hotchkiss Residence Report date: 07/09/18 Data filename: K:\1-ACTIVE PROJECTS\293-Hotchkiss House (Hotchkiss)\rescheck\293- res check 'Page 1 of 12. permit,rck Window 212 (Push-out Awning): Metal Frame with Thermal Break:Double Pane 15 0.370 6 with Low-E SHGC: 0.18 Entry Door 101:Solid 26 0.340 9 Entry Door Sidelites: Glass 32 0.320 10 SHGC: 0.13 Entry Door Transom: Glass 14 0.320 4 SHGC: 0.16 East Elevation Wall:Wood Frame, 16" o.c. 1,012 20.0 0.0 0.059 36 Window 112 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 113 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 114(Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 115 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 116 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 117 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 118(Marvin Double Hung): Metal Frame with Thermal Break:Double 19 0.330 6 Pane with Low-E SHGC: 0.18 Window 119(Marvin Double Hung): Metal Frame with Thermal Break:Double 19 0.330 6 Pane with Low-E SHGC: 0.18 Window 120 (Marvin Double Hung): Metal Frame with Thermal Break:Double 19 0.330 6 Pane with Low-E SHGC: 0.18 Transoms: Metal Frame with Thermal Break:Double Pane with Low-E 39 0.310 12 SHGC: 0.19 Window 201(Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 202 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 203 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 204(Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 205 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 206 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 207 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Project Title: Hotchkiss Residence Report date: 07/09/18 Data filename: K:\1-ACTIVE PROJECTS\293-Hotchkiss House (Hotchkiss)\rescheck\293 - res check Page 2 of 12 permit.rck 'Gross Area Assembly;; or Cavity 'Cont. - U-17.00, 'UA1 Perimeter Window 208(Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC:0.18 Door 105 (To Porch): Glass 22 0.320 7 SHGC: 0.14 Door 106 (To Porch): Glass 22 0.320 7 SHGC: 0.14 Door Sidelite: Glass 22 0.320 7 SHGC: 0.13 Sliding Door to Screen Porch: Solid 23 0.350 8 North Elevation Wall:Wood Frame, 16" o.c. 710 20.0 0.0 0.059 30 Window 109(Marvin Double Hung): Metal Frame with Thermal Break:Double 19 0.330 6 Pane with Low-E SHGC: 0.18 Window 111 (Marvin Double Hung): Metal Frame with Thermal Break:Double 35 0.330 12 Pane with Low-E SHGC: 0.18 Window 213 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Window 214(Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Door 102-Covered Porch: Solid 30 0.340 10 Double Door to Screen Porch: Glass 42 0.310 13 SHGC: 0.14 Double Door Sidelites:Glass 44 0.320 14 SHGC: 0.14 South Elevation Wall:Wood Frame, 16"o.c. 657 20.0 0.0 0.059 31 Window 101 (Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 102 (Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 103(Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 104(Marvin Double Hung): Metal Frame with Thermal Break:Double 18 0.330 6 Pane with Low-E SHGC: 0.18 Window 209 (Marvin Double Hung): Metal Frame with Thermal Break:Double 15 0.330 5 Pane with Low-E SHGC: 0.18 Door 104(Master Bath): Solid 23 0.340 8 Door 107 (Hall): Solid 23 0.340 8 Ceiling with Attic: Flat Ceiling or Scissor Truss 2,344 49.0 0.0 0.026 61 Ceiling without Attic: Cathedral Ceiling 1,311 49.0 0.0 0.022 29 Ceiling with Standing Seam Metal: Cathedral Ceiling 652. '49.0 0.0 0.022 14 Basement Wall: Wood Frame 1;190 19.0 0.0 0.058` 69 ' Wall height: 11.0' Depth below grade: 4.6' Insulation.depth: 11.0' Floor over Unconditioned Spaces:All-Wood joist/Truss:Over Unconditioned 1,672 19.0 0.0 0.047 79 Space Project Title: Hotchkiss Residence Report date: 07/09/18 Data filename: K:\1-ACTIVE PROJECTS\293-Hotchkiss House (Hotchkiss)\rescheck\293•- res check Page 3.of12•. permit.rck 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory require is ted in ie REScheck Inspection Checklist. Uce l i c k Name-Title Sign ture Date Project Title: Hotchkiss Residence Report date: 07/09/18 Data filename: K:\1-ACTIVE PROJECTS\293-Hotchkiss House (Hotchkiss)\rescheck\293- res check Page 4 of 12 permit.rck -' SILT FENCE / B•-6' 40 EL ,ADE r ETEJNG OCMCES 'I�/,/ •I, I o \ i 'PMEO GE WRE FENCE(MLN.Id �d�'�,•-(,.i\l !,'' ///�'""1'.� \ �W�C I:a6'u51 « '6 LFc'ou UtAP^f SPACING) e- - UT ,. �- l AND I o'� _ i"!ac•3OK ,ax,< : jA .�>___�/�// .. &rT6R �rDAHI4CEEN PMOI5N1.5lo' 0C � L MAE OULETUPC\NGS C FO CENT" F3E6' LEKGTH I-T •` \ Uj WFEI w.RrRFec H "- GROUND 1O dYma >_mO2 Upm0 cu33 it - -..� PLAN - 10..1 >PrEc^E.°tE.CO D I _!j II Q •4) a ' 11 i II _-, .. _ .,.. HEIGHT • Win ; i i 1_,r ! ...'.. of CLTEa a r1 •L�__� W .� m J TYPICAI OISTRIRIITION ROX - (n Nor a zcuE CAST CONCRETE CO`.ERS- NI875.73 S. 2731.82 PROVIDE •d'C "1 ry C/ Oj -6"nON. ,.-a 1 1 J PLAN ? ENTRANCE E7)ON NIF 0! PLAN al' 1 PERSPECTIVE NEW "' / HENRY L. FERGUSON coVER LOCKING CASTING - MUSEUM (^��i5�j To GRADE -- TO caaDE-\-- .. .. 'VACANT LAND" �Ii-1 � it ^ L IF DROP -PAVED �u` ti "3 i-I WOVEN WIRE FENCEId I$U FIR; GRADE APRON a 5. H / 1/2 GAVOE W MAX.6' yHIMHEY Q 1 -Ci^`: I SPACING)NTH FILTER CLOTH �-1 12..5/12.6 G'.WR MESH -6,6" / '20' �r a °/fi GA'wtRE uESH m' Z `,•'�-<��? 517'g5� 36'MIN.FENCE POST \ ` ` :r m 1 6 x'3 ExlSr!N0 O•f 1 SERVICE UNDISRJRBED I FACHILI POOL DETAIL FLOWS GROUND APPROX.LCCA1.0N; 'I r LOCATION MAP SCALE 1"=400r Mt.r.i{1s. rsni� �'xfu-� _OUTLET P) ro, - SCALE ! a L wiLET 4 _ V\ n COMPACTED So., li �.x) PI rr 1 CLv:tiM;wi MAP REFERENCES :' L NII v +SPHALT y+�-! uxEO wM 1 1 EMBED 'IN Ci ND A°r •SO+EOUE y40\ F 13'P'� `� ( A MIN.OF 6'It:GROUND :NLET 6AFFLE NIF / \_ a' 1.'TOPOGRAPHIC SURVEY PREPARED FOR HILLARY HOTCHKISS ccrt[tiw -"� BLOCK 34-1_07'128 FISHERS ISLAND,NEW YORK,SCALE: 1•=20•, FISHERS ISLAND WATER I ( DATE: 01/11/2001%PREPARED BY CME CPK DESIGN GROUP i` 1 ...-_ -. = WORKS- 1 ` 1 SECTION VIEW NORWICH,CT. / _ Ti I 5-B' ,I �� WATER TREATMENT .N 4\`` 3 PLANT I \ CONSTRUCTION SPECIFICATIONS ���,`�- CROSS SECTION \i 11 j s 70o73D w s NOTES _ 1 \ 2?%/ 55,88• I.WOYcN WRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS PATH RE TIES OR STAPLES•POSTS SHALL BE STEEL EITHER'T'OR'U'TYPE 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 1000 GALLON 1 C'. 1 1 \�0T•�0 E y OR HARDW000. INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE 2 COMPARTMENT /N TOi 2-FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE MTN PURPOSE AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR W / Z E%LEEDS 7HE SCOPE OF THE ENGAGEMENT. SEPTIC TANK /5i `�_` \ PES SPACED EVERY 24'AT TCP AND MIO SECTION,FENCE SHALL BE / �\ 'A•OVEN W.RE.6-MAXIMUM MESH OPENING. 2. 1T IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY NOT TO SCALE "III \ {BT•`As ''f; \ / S WHEN TWO SECTIONS OF FILTER CLOir:ADJOIN EACH FILTER CLOTH PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �,I \ SHALL BE EITHERLAPPED X, IR INCHES AND FOLDED,140N.2 CLOTH LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. / q SHALL BE EITHER FILTER%,A11q AFl 100X,STABILNKA TItON,OR APPROVED __N 875546'w 181,38• 1 / `< \ EQUIVALENT, 3. ONLY COPIES OF THIS SURVEY MARKED WIN THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL N146960 ,�p of '\ 4.PED REFABRICATED UNITS VNITS SHALL BE GECFAB,ENVIROFENCE.0A APPROVED ARE THE PRODUCT OF THE LAND SURVEYOR. E164.10 \z o�; ': Q 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND W \ EUILDING 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL GEODETIC SURVEY TRIANGULATION STATION'NIH- w SETBACK LINE REMOVED WHEN-BULGES DEVELOP IN THE SRT FENCE. U U 5. SITE 15 IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX z Y Z ZD•W / Q 'L ��• \ sB. MAP 1000.SECTION 007,BLOCK 6.LOT 3.2. w x ED APPROXMATE EDGE OF POND AND Q Q Or Q LARGE LIMITS OF FRESHWATER V&TLANOS 6. TOTAL AREA-2.15 3 ACRES. ¢ N 0" _ BOULDER 7. SF.T:_LS10CAIIE0_IN.ZONING DISTRICT R-120. .._. .. Z-� L.L.I 22 U, D+LINL s-ENGHMARK; IRON ROD °" '\ @ LLJ SETBACK LINE En,,15 j: y { \IE' J 4j' 8.SITE IS CURRENTLY AND WI CONTINUE TO BE SERVED BY a w O j .��' ' � j MUNICIPAL WATER AND AN ON SITE SEPTIC SYSTEM. F g 9.BASE FOR ELEVATIONS-APPROX.NAIDBB. In W Vl NIF o_ _N 1g w / _ EXPANSION AREA: AVLC '0!E ':MAPLE\ N / d N 'VACANT LAND- / \ - Y i •T--_ HOTCHKISS _ 7F5T HOLE DATA l /�� ':�' •P`fin•��rasyG O PROVIDE TWO(2j T \ _ PROVIDE SILT FENCE VACANT LAND TEST HOLE DATA S Hp N O (E,ACl11NC POOLS '1 ,y° MAINTaN OIRBNG BY: R.STROUSE P.E.,LS.-FEBRUARY 28,2018 (� a ^. :..• ?- �`� `or•'C. SEE pETNL - CONSTRUCTION y �Ulr / Lvr2' _I- �: �\• (SEE DETAIL) �� 0-7-TOPSOIL-SURFACE BOULDERS I r TNI M:P;c" 7•-35"SANDY SUBSOIL so I /"..�'(, • 11, 3.c LIMITS OF SITE q.T / DISTURBANCE \ 35"-15'POORLY GRADED SAND LITTLE OR NO FINES(SP) 1 ¢' Arlc. _ •1_.'^'r \ BOULDERS®ls• f EXISTING .� 14503'SOFT. \ EXPECTED HIGH GROUND WATER BELOW ELEVATION 10 GI a. RDMDE o-BdX aErwI.HD ruL °QR CLASSIFICATIONSW CONS TRUCTION ENTRANCE Q oW \ PRO 4ioETDOD CAL. ' Y ECE59•RT �LI�'�W08LOCK 34 LOT 12A RpESOILRiERHEAD AND 5LYMOUTH VERY BOULDERY NOT TO SCAL / O \ POLE SEPTIC TANK I \1 \ a9 S10WN ON'PIAH Ia+DE.fOR EROSION &SEDIMENT CONTROLS 60. NMETEP,' PROVIDE 4'CASH IRON\ / ro '625. / J PIPE W/CLEAN-OUT ``- sis_ j`.:jr,... + / [ r _ 4 3(' i15HER:�51ANJ D'V<LOPMENI CORP. i M1 (2 FT.FROM BUILDING) r ! \- OEK $HONING EAST END LOTS•-APPROVED 8Y ' _ • °' "\1., DMSION OT.EMTR VENTAL HfATH DEPT. 1 RMSID L°YR n E I� } EJDSTINC OF HEALII!ZA CES,SurFOtK CJ Shall include but not be limited to: OF STpE PNbaNO�j _ .-SEPTIC, DE..-1,1987'. USE A 1000 GN10N RDNFORCED PRECAST BENCH MARK:IRON ROD I I �fr.2-zmxc sroNE PAv.a,c / R DISTRIBLTIION BOX(SEE EE DETAR) ITANK ELEVA710N 52164 I 1 11_ )�� CESSPOOLS - DETAIL) DD �1 ' well maintained Construction p J STAGING , /E-0SRNC Ire Bac }... - bil IO VIDE 4 CAST IRON PIPE TO A POINT 2 BEYOND FOUND WALL - AREA t� .......r 7 Y. w 'n BE ABANOONEO, o pE 1 �';..._ '.: :. PLL�TM NECESSARY. ' A • I kedemg Ine nst ction ntran i 7F PROVIDE 3 1 , \ I°Q - .'.•`• ,' NEW OECK�RRUVU'E FORM WYM-080 IZat• n fAlo PRECAST CONCRETE LEACHING POOLS SEE NL 4',DIA APPROVED SHWER PIPE THROUGHOUT. N � FOUNDATION G DRY WELL5 FOR i ; `r { 1 I�c8.3 I ! ti run-� �ee of exposed and/or inactive soils. i ROOF DRAINA[E ^J_ �(S!o1c SCK o 1 / (SEE DETAIL) ($ ' ga�osm \ Vit. INVERT OUTLET ELEVATIONS-HOUSE-51.0 W W \\ I 1 1\'.V ' " .C_ LA`tiVN yN >;(I N.1 y APPROXIMATE EDGE OF POND AND TANK INLET-50.5 I 1 .>< j NSF , 1, 1�\ `I` \,\ \''t`!3-\I k DCII \°i; \ �� I `. LIMITS OF FRESHWATER WETLANDS DA BOX INLET-49.87 _ j 1 WY,ALSH PARK NK OUTLET- � ar`ruzlon xti 4 a / BENEVOLENT _ ' D-BOX OUTLET-49.7 � N'BT2f'40'W ' if i I j CORPOR1TlON I (rowD) \231.62' LEACHING POOLS-INLET-49.5 ajz'T LJ `!" • EXISTING i STORY RESIDEI SINGLE FAMILY RESIDENCE 9 NIF LAWN DECKS TO BE DEMOUSHE€-I- I MUNICIPAL WATER I HOfCNXR$ DRAINAGE INSPECTIONS ARE REQUIRED` fj+1v �:acx-_uw q_7sTi- BLOCK 34 LOT I2B PROPOSED 4 BEDROOM Fl9OEHCE Fj w Ew,l YAGNT f-D" FOUHDATOtiY ON EXISTING "sF',L i(FYIIT v I xEA ON SITE SEPTIC SYSTEM I c Contact TOS Engineeringat 765-1560 before PLANS)PROPOSED FF-35.02 , U a D z cl I I ! LEGEND U R Q e..I �8 DRANAGF CAI.CLILATIdJS Backfill, OR Provide Engineers Certification PROPERTY LINE "' 1 Yo^..z aeuLv¢D 9.9.2 9 ! } ABU1TERz UNE U �, 0 6 N e^ NEW ROOF AREA-3250 SF - ♦ ,.1 € as g ^ - fsrU4Ir _� m o®O GI E SUFFOLK CGUNTT DEPA^n:MENT OF HEALTH 9ERYIG'c6 that the drainage ItaS been Installed to COdeFDGE OF PAVEMENT =EI7AD rcun EDGE OF GRAVEL m z REQUIRED=3,250 SF%1.0 X 2/12=541 CF PERIS{T FOR APPROi•AI.OF CONSTRUCT!0:t FORA p EXGEO CONTOUR STORMWA7FR ORYWELi nFTA11 � DRYWELLS SINGLE'FAMILY RESOCNC67Ni'i FENCE APPROVAL OF STORM TER MANAGEMENT SEE UNE a 1 o xol q zc.'a 541 OF/28.27 GF/VF 19.2 VF a1LT�!.6 2ViS A�BP.�(iL: : u;SR:4€C,j bph, •. .. ... - USE THREE(3)-We X 8'DEEP DRY WELLS DATE S.R=F N:.FLQ_) _42�_>S • atr -. .. ..-_ ._._....... c°mfcrDt3r.:c ci; ^,rxa:uR:v.;.:iTLsr tt SUbmit APPIT i CONTROL -T n ode 2136 �RY� WE "� DATE: 03 /20 F /01 78 t QUALITY CONTROL CERTIFICATION m¢ C ASATECAD(INc �'=----- i tOtOpitltd 1117)1 i'r{V1( 4-yDEq.;; I 80UNBARY POINT o l GROUP i REVIEWED DATE FOR MTJCIIAUH DFBECROONB Date:PAos<r x..v:ER RPE-RIVERHEAD AND PLYMOUTH VERY BOULDERY O IRON PIPE • SCALE: T" = 3C' If SOILS-15-35%SLOPES EXPIRESTHREE YEARS FROM DATE OFAPPROVAL , MERESTONE Approv d PROJECT: /{2018802 3o Is 0 3o SHEET CPEAPHIC SCALE M FEET 1 OF 1 I . air. BUILDING DESIGN LOADS LIVE LOADS RESIDENTIAL DWELLING HABTABLE AREAS FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF REINFORCED CONCRETE SHEAR WALL NOTES REFERENCEIS MADE SNOW LOADS 1. ALL CONCRETE WORKSHALL CONFORMTO THE AMERICAN CONCRETEINSTITUTES TO DRAWINGS UPON WHICH GROUND SNOW LOAD,P 20 PSF SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 1. SHEAR WALL LOCATIONS ARE NOTED ON KEY PLAN. GNCB CONSULTING ENGINEERS,P.C. 9- 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE 2. SIMPSON HJLDOWNS AT EACH END OF WORK IS BASED: FLATBLOPED ROOF SNOW LOAD,%!Ps=20 PSF NORMAL WEIGHT,AR ENTRAINED(5%TO 61/6)WITH A28-DAY COMPRESSIVE STRENGTH PERFORATED SHEAR WALL PANEL. AS FOLLOWS: HD9B+718"DIA.BOLTS. ARCHITECTURALDRAW NGS WIND LOADS _ WALLS AND FOUNDATIONS 3,000 PSI 3. SIMPON SET EPDXY TE ADHESIVE FOR HOEDOWN - BY: KINLIN RUTHERFURD ARCHITECTS,PLLC WIND EXPOSURECATEGORY:D INTERIOR SLAB ON GRADE 3,500 PSI ANCHORSEMBEDDED INTO FOUNDATION. 330 WEST 38TH STREET,SUITE 1006 4. EMBED 7/8'DIA ANCHOR I5°MIN.INTO NEW YORK,NY 10018 BASIC WIND SPEED=120 MPH(3 SEC.GUST) FOUNDATION. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 5. LINO,BUILD UP WOOD FRAMING AT SHEAR WALL PREPARED FOR: GRADE60. CHORDS ORUSE SOLID WOOD POSTAT EACH HOTCHKISS HOUSE GENERAL 4. DETAIL ALL BARS IN ACCORDANCEWITH°ACI DETAILING MANUAL. SHEAR WALL PANEL END.ATTACH STUDS FISHERS ISLAND,NY 1. ALL WORK SHALL CONFORMTO THE REQUIREMENTS OF THE 2015 INTERNATIONAL ON THE PLACING DRAWINGS,SHOW THENUMBER AND LOCATION OF ALL BAR TOGETHER WTH I/4"x3°SDS SCREWSAT 8"oc. ' RESIDENTIAL CODE PORTION OFTHE 2016 RESIDENTIAL CODE OF NEW YORKSTATE SUPPORTS AND ACCESSORIES NECESSARY TO SUIPORT REINFORCEMENT IN INSTALL ANCHORS DATE: APRIL 1,2019 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE POSITIONS INDICATED. A MINIMUM OF 5'FROM ENDS OF FOUNDATION 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS 5. MINIMUM CONCRETE PROTECTION FOR RBNFORCEME14T WHEN NOT OTHERWISE WALLS. - ANDEXISTINGCONDFIONS. INDICATED SHALL BE 6. PLYWOOD SHEATHING 19/32'(5/8' 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF NAILED WITH 10d(COMMON WIRE NAIL SIZE) ALL OPENINGS,SLEEVES AND ANCHOR EDITS AS REQUIRED BY ALL TRADES OPENINGS CONCRETE POUREDAGANST EARTH 3" AT 3 oc AT PANEL EDGESAND 6"oc AT FIELD NAILING NOT SPECFICALLY SHOWN SHALL BE APPROVEDBY THE ARCHITECT. CONCRETE POURED IN FORMS,BUT TO INTERMEDIATE STUDS. 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING EXPOSED TO EARTH OR WE/PHER: 7. NO HOR¢ONTALJOINT IN SHEATHING FOR A LIST OF GNCB DRAWNGS: AFTER CONSTRUCTION IS COMPLETE.IT IS THE CONTRACTOR'S RESPONSIBIUTY a. BARS#5 AND SMALLER 1-1/2" MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. FOR THE BUILDING DURING CONSTRUC90N,INCLUDING,BUT NOT LIMITED TO b. BARS LARGERTHAN#5 Z" 8. SOLD BLOCKAT ALL PANEL EDGES WITH S1.0 GENERAL NOTES&TYPICAL DETAILS METHOD AND SEQUENQNG OF ERECTION,AND TEMPORARY SHORNG AND BRACING. DIMENSIONAL SIZE TO MATCH FRAMING. S1.1 FOUNDATION PLAN 5. FOUNDATON WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 6. EPDXYADHESIJE TO BEHILTI HIT OR EQUAL UNLESS NOTED OTHERWISE 9. IF SHEATHING IS INSTALLED ON BOTH SIDES Sit SHEAR WALL&PORTAL FRAME WIND AND OTHER LATERALFORCES. OF SHEAR WALL,OFFSET VERTICAL PANEL EDGES LOCATION PLAN TO FALL ON DIFFERENT FRAMING MEMBERS. S2.1 SECTION&TYP DETAILS FOUNDATIONS MASONRY 10. INSTALL HARDWARE PER MANUFACTURERS S22 TYPICALDETAILS RECOMMENDATIONS. 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON 1. ALL MASONRY WORKSHALL CONFORM TO THE BUILDING CODE NATURALUNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC REQUIREMENTS FOR MASONRY STRUCTURES ACL 530/ASCE1TMS402. MATERIALS OR CONTRQLED STRUCTU RAL FILL HAVING A MINIMUM 2. CONCRETE MASONRY UNITS,HOLLOW CORE,CON FO RM TO ASTM C90 ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUAREFEET. WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,500 PSI. 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 3. ALL MORTAR SHALL BE TYPE S. 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0'BELOW 4. FILL ALL VOIDS AND SOCK CELLS SOLIDLY WITH GROUT. EXISTING GRADE LOWER FOOTINGS AS NECESSARY BASED UPON FELD 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,G.-4ADE60. CONDITIONS ENCOUNTERED. 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED N PLACE 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANCAL PIPING. USING LOW LIFT GROUTING TECHNIQUES.CLEAN-OUTS SKILL BE 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING 6. PROVIDE CRUSHEDSTONE IF WATER IS ENCOUNTEREDAT FOOTING BASE. REINFORCING. 7. FOR SLAB ON GRADEAREAS WITHIN THE BUILDING PERIMETER,REMOVE ALL 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED. SURFACE TOPSOIL DEBRIS AND ANYOTHER UNSUITABLE MATERIALS. OR PLASTIC BAR POSITIONERS. EXISTING GRANULAR MATERIAL MAY BE LEFT W PLACE PROVIDED IT IS 8. VERTICAL BAR#4 AROUND WALL OPENINGS. RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVYVIBRATORY 9. ALL MASONRY IIVJRK SHALL BE PLACED IN RUNNING BOND. ROLLER ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL 10. GROUT PER ASTM C476. BE COMPACTED GRAVEL FILL,MIN 9-IN REQUIRE. EXTERIOR FLYWOOD LEGEND:WOOD SHEAR WALLS WALLSHEATHING PER SHEAR WALL 5 HOEDOWN HARDWARE 5" MIN.FROM END OF SEE SHEAR WALL NOTES WELDWIRE SAW CUT NOTES ANCHOR BOLT SHEAR WALL PANEL ED FABRICONTROLJOINTAS FOUNDATION WALL X ST WOOD �- REINFORCEMENT SOON AS BELOW STUD WALL 1 1/2°CLEAR ON CONCRETE WLL PER PLAN BRICK OR BLOCK NOT RAVEL(24 HRS U.N.O. 3 12° = 3 1 ��MIN.WOOD FRAMING SUPPORTS MAX) N MEMBER THICKNESS o SHEARWALLPANEL FOR SHEAR WALL REQUIREMENTS HOTCHKISS HOUSE . \' FlSHERSISlANO,NY INDICATES WOOD SHEARWALL• - WITH HOEDOWN HARDWARE AT EACH ENDOF SOLID WALL iso r:r.ti�sna;r;r (NO OPENINGS) ? vnsr r race nnx nu. YrSFc. GRAVEL im eokr:eevtt:t nra.+„ VPFOR RETARDERSEE HOLDOWN(H/D)MODEL laiaur::ue roau uea PER ARCHITECT _ PER PLAN r'nz:xro aon+s is III III III-III-III-III III �0'Lb'cny Engirgw.PG, ccumcn:ruccco.A� SLAB ON GRADE BEARING SURFACE I III-III-III III-III-I I WITHIN THE IiJILDING AREA II -IIII-III-III-III-III-III-III-III_ EXTERIOR T'LYWOOD REMOVE ALL TOPSOIL.,MAN-PLACED FILL, _ _ _ _ _ WALL SHEATHING SUBSOIL AND ANY OTHER UNSUITABLE PER SHEAR WALL WALL OR DOOR MATERIAL TO EXPOSENATURALLY DEPOSITED -III-III-III-III-III-III-III- NOTES 5" HOLDOWNHARDWARE OPENING HOEDOWN HARDWARE INORGANIC SANDIGRAVEL,OR REPLACE �-� -� -� -� �- / ANCHOR BOLT ANCHOR BOLT UNSUITABLE MATERIAL WITH COMPACTED -. - - - - STRUCTURALFILL FOUNDATION WALL 2x6 WOOD Do= ;, BELOW _=S, STUD WALL - - - - - SEE ARCHITECTURAL DRAWINGS PER PLAN FOR ANY INSULATION REQUIREMENTSN MIN.WOOD FRAMING U.M:J. 31/z 311 MEM13ER THICKNESS PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS i TYPICAL SLAB ON GRADE DETAIL INDICATES WOOD SHEAR WALL' KNEW RLMiERFURD ARCHfTECTS;PLLC WITH HOEDOWN HARDWARE r+ �ro�wcWiuEWrorac+'mie 1008 Fz:pisl sex iw AT EACH END KHOEDOWN(HIO)MODEL M - PER SHEAR WALL NOTES SHEAR WALL LEGEND u;. f t GENERAL NOTES& TYPICAL DETAILS i r S1 .0 PROJECTR 18024 25 APRIL 2019 PERMIT SET A 66-3 3/4" 9'-4" 22'-7' 15'-10 1/4• 18-11 12' e<r W1L6 I..............._-__ _ _ ................... .......... ... _.... BOTTOM OF EXG CONC FrG _... ._ ._ _ _ _- _ _. BOTTOM OF FTG APPROX.T-6"BELOW 2'-0' CONC3 FT.MIN.BELOW ADJACENT AD.ACENTGRADE IN THIS AREA+/- O yyy���III FOOTING 2 • GRADE,TYP. FOOTING I I FNG 9518' 9 5/8" 2'$" 10'$" CMU CMU 12"DIA SONOTUBE FORMED NEWCONC PIER ON NC PIER NEW CONC FTG +2Mk1'CONC FfG TYP.AT DECK AND PORCHES _ CO. _ SEE TYP.DETAIL EXC Fi?O7iN„i EXG FvOTIE.G CMU ,fin 4 CONC C' FOR REINF. i,' ,~+ Dc FOOTING q I C:'J:ti CML! m. _-' PI:x PcR _ NEW INTERIOR CONC PIER CONC FfG+PIER CONC ON NEWCONC FTG CMU 'Tb FOOTING SEE TYP DETAIL FOR REINF 16'-7 12' 7$ 14'-9 12' 1'-4” 1'-0' 2'-6" Y CONC VERIFY CONDITIONS I 15'-10 1/4' 1-0" IN THE FIELD ....._.__..__._..._. FOOTING CMU I I I i .. --_ -- `T _ q ........._ ........._..._.-_.._......-__.._..-...._ .... El A.i4.1. W q I I Ex 1 'd i cXLY_AG' 0 1 =+�I y•NEW ACCESS OPENING .V INTO NEW CRAWL i l ( F.X :•:':CL'SG.:' Li:G 2-6' I I SPACE AREA a O I - 5'-0' w I y 2 F WIDE I� Ii;( rn IL _!._6.<cd..•.aLc - >0OQ _ THICKENED I I ` Ljuj _ INTERIOR FTG ( u,y q i CONC SLAB ON GRADE O STAR WALLS SLABUNDERI j I;J'(°i - - - - -mq �? - - - - - 7-6"SO x 1 FT �� w. n REINFW/ >w i I i CRAWL SPACE e SEE TYP. f 1 ! THICKENED SLAB 6x6 3 $" BARS { i w :; ` ! ` DETAILS `� �6 I EA WAY BOTTOM I � I I -I - - - - - - - - - - - - - I POSTS 2'$" y 1 -0„ i b i - - - -q UP "I I I i CONC I �I�_^� - - - - - - - 1 -) ? 1 E � - I 1FTG I r ! N I J THICKENED SLAB i ...._._ 6x6 6x6 "' ? 6x6 I ! if CMU 19 5/8° CMU ._0XFCOT!N'G - - - - - - - - - -1J 8'-1" I WALL WALL GI 'dt I ft PEL I'R - � 4 Iii,( 7'-012' 3'-912• 10'$1? II q e -? I 6'-7 1/4" 6'-ll 6'-0 1/4" t !.._...._I..' .. EX,;FIREPLACE SE6 E,JT i+IX(3 F-01-ING ii FvU:":��a'I(?NAL hI is i Q < --I- j TO REt M"I ... .. ,, :: i wo i 1 � LL ... � PiFfi' � � '�^eI I �. I'w i d ;Iw 1 f ' I O P7 SCREENED PORCH I '4 EXG CRht",SPACE EXG FOUNDATION EYG::AWL SPP.;E I a ABOVE CMU 9 5/8' i II !I WALLS 8 FTGSIPIERS WALL I I ! AS SHOWN TO REMAIN18 5/8" CMU + i! \ CONC 74r I( _ 1 a I! ti_ ! CONC I -i" WALL FOOTING FTG J 7-0" m 71/4• 7 1/4"FTG PROJECTION I !I I WALLJ - - - HOTCH`Jr�!",• E —---._._._.._..........._.........._;.1 i.------....................._...._--...._.........._......... —..— ------ — .._......_...._.... I — —_ --- -- — — ___ __- ; .......-'__. -4 FlSHERS-O.NY ..- . I ... .Xr V:�': �N 2" 10' 'f\\ m 6'-7 12° 6'-0 114- 6'4 1/4' 6'-0 1/4' 'I]o Et.n,5 ixFIF1 t°1AL45 I VOS1 OfFICF.80x 1:0: 1 59'$12' I 19'$3/4• (;NCO I�OYC.LL.1 ElG 1''tI� ! i Cmul;hn,Efy!;oom P.C. unrnwuwcfu<,ro.\I i R I COVERED PORCH ABOVE NOTES: --------- 1. THE EXISTING HOUSE SUPERSTRUCTURE IS TO BE DEMOLISHED,LEAVING THE J I I EXISTING FOUNDATION IN PLACE 2 PRIOR TO HOUSEDEMOUTION,THE CONTRACTOR SHALL SHORE AND BRACEALL 1'-0'1'-0" NEW 1 FT DIACONC PIER FOUNDATION WALLS. ON NEW CONC FTG 3. SEE TYPICAL DETAILS TO REINFORCE EXG FOUNDATION WALLS+NEW WALLIPIER DETAILS. TYP.AT DECK AND 4 PORCHES 4. SHORING AND BRACING IS TO REMAIN IN PLACE UNTIL THE NEW BUILDING q . -.-—-—-—-— CONSTRUCTION IS STABILIZED.SEE TYP.DETAIL—_ — ? I'-0" FOR REINF. 2KINLIN RUTHERFURD ARCHFrECTS,PLLC I. ' 4 I I STAIRS DECKABOVE �- STAIRS I arov�sr xarksrNf><t,sflrE,me YEL R+Asssxsee ABOVE I I ABOVE NswYaaeuexraaclmis F-(M)sex-IX I I t I I I I r I v LLL---LLLJJJ s 13'-93/4' 6'-712' 17$1/4' 17$1/4' 17$1!4' 6'-712' FOUNDATION PLAN i 57-3 314' 1 FOUNDATION PLAN S 1 1 1,-V=1'-0.. PROJECT:P: 18024 26 APRIL 2019 PERMIT SET WALL CANTL OVER FOUNDATONWALL /' OUTLINE OF .. ..—..—..—. ALCOVE BAY '`..—.._ 3 CMU WALL 9 5/8^ BELOW PERF.SHEAR WALL PERFORATED SHEAR WALL x N OWALL OPENING PER ARCH DWG O g O N = 3N 2m' PERF.SHEAR WALL _ O 3 3 SIMPSON CS20 STRAP _ FROM SILL PLATE TO 1 FT UP STUD EVERY OTHER STUD LL LL AROUND HOUSEPERIMETER w w TYR a O 3 x y w O O w a SHEAR WALL O w LL o a rn WOOD STUD WALL HOTCHKISS HOUSE LL SHEAR WAPANEL -S-.NY .NY EXIT?lNG EXTERnR r'i I 0UNIDAT1O PLYWOOD \L _LO'W SHEATHING O O ' 1>O Fr a+s)ef:f:r SEESHEARWPLL ,.,•. ;: ;w, .7.. c0.'.o°snwurocfl°in NOTES _ _ _.—.� -- I GNC ,0 CONNEMCUT—75 CANTL WALLcrNcvrNc nrtas row. F.\%:flfl0 1Nfl 1611 SEE SHEAR WALL CCncw(r,Ern.Inosrs.P.G. LEGENDAND SHEAR WALL NOTES PERFORTED SHEAR WALL PERFORATED SHEAR WALL AND HOLDOWN INFORMATION REFER TO ARCHITECTURAL DRAWNGSTOCONRRM WINDOW AND DOOROPENINGS O TO LOCATESHEARWALLS O O O C r. i KPIUN RUTHERFURDARCHrrB=,PLLC O O O O O O N AES 1B,NSREET.SIRE,006 m�,a)� NEWYpiI(NEWYIXMIWIB FR%:P)5)SBE-)]S O O O O SHEAR WALL&PORTAL FRAME LOCATION PLAN SHEAR WALL&PORTAL FRAME 1 LOCATION PLAN S1.2 PROJECT:P: 18024 25 APRIL 2019 PERMIT SET 1 - 15/32 CONT.LVL HEADER(PER PLAN) \ � PLYWOOD WALLSHEATHING, 8D NAILS AT 3'oc I �' EA WAY AT LVL tOd NAILING AT3"oc 2x6 WOOD STUD WALL AT AREAS OF NEW FRAMING TO BE CONSTRUCTED AT PANEL EDGES, AT 16"oc TYP UPON EXG CMU FOUNDATION,DEMO EXG FRAMING SIMPSON MSTC28 STRAP S'oc AT FIELD,TYP. MIN.WOOD FRAMING THICKNESS DOWN TO THE TOP OF THE ON INSIDE OF WALL W/ PER SHEAR WALL NOTES FOUNDATDN.PH2 PLAN. MAX.FASTENRS. SIMPSON TOP OF FINISH FLOOR ELEVATION SHEAR 3/4"PLYWOOD TBG 1/7'PLYWOOD SHEATHING HOLDOWN+ / FLOOR SHEATHING PER ARCHITECT,V.I.F. N N OUTSIDE FACE W/8D NAILS AT 3"oc AT EDGES EA STUD PER THRPLLAND ROD I FIN.FUR ELEV.PER ARCHITECT REMOVE(2)TOP EXG CMU COURSES. AND G'oc IN FIELD Ira u�i TYP .; DETERMINE EXISTING BAR REINFORCING. —--"—"—"—"—'---' IF THERE ARE NO EXISTING VERTICAL BARS, LVL ADD(1) BAR AT2FTOC AND AT CORNERS 2-2x BLOCKING RIM— �'- FLOOR FRAMING AND GROUT CELLS SOLID. AT PLYWOOD JOINTS PT WOOD SILL+ PER PLAN' INSTALL NEW BOND BEAM BLOCK COURSE / SIMPSON HDU4 ANCHOR BOLT AND NEW WOOD FRAMING. W/50'DIA T4"EMBED (NOT SHOWN) ANCHOR BOLT OR EPDXY SEE NP.DETAILS SOLID BLOCK BELOW 8"and IR SHEARWALL CHORD TO POSTS #4 BAR (2)#4 BARS AT 2 FT.oc CONT.TOP CRAVN.SPACE +CDR NERS BONDBEAM 2-5/8"SILL ANCHOR BOLTS FULLY GROUTED BLOCK WIPLWASHERS SOLID 3/16'.2'X7 — CONCRETE STAB GROUT SEETYP.DETAL r CMU WALL�� CMU WALL FROST DEPTH: _ :`+Ai.i.,V.:F. CONC FOOTING SEE PIANS FOR LOCATION CONC FOOTING ADA CENTGRADE TO BOTTOM OF FTG END PIER END PIER EXISTING FOOTING L•LF. OPPOSITE HAND REINFORCE EXG CMU FOUNDATION 3 PORTAL FRAME AT SCREENED PORCH G�WALL SECTION TYPICAL 16"116" SQUARECONCRETE PIR REINF WITH: 445 VERT BAR DOWELS. V +STD HOOK CAST INTO FOOTING #3 TIES AT 12"oc 10"NOM.CONCRETE MASONRY UNIT 2x6 WOOD STUD—� PLYWOOD CMU FOUNDATION WALL r WALLPER SHEAR WALL REINF.WI#4 BAR VERTICAL DOWELS 1 IrZ, CLEARTYP. NOTEHOUDOWN S AT CENTERUNEOF WALLORNERS HOTCHKISS HOUSE ., 244 BARS CONT HOR2 AT TOP OF WALL narees israro.m 16"X16"CONCRETE PIER PLAN VIEW 13I4'X117/6'LVL HORIZ JOINT REINFATEAC HCOURSE RIM BD,NP: SOLD GROUT WALL ANCHOR BOLTS TOP OF FIN FIRST 1 uo E:1.11 sIRE 12"DA BOLTS WITH 3'X3.229" PAST OaFicr BOX HOZ TYPICALI6'X16" PLATE WASHERS FLOOR �f ��ff % oi.o snvisr,cxiF SQUARECONCRETE SIMPSON CS20 STRAP MC13 I co—knIc"T M<)5 PIERRENF WITH: FROM SILL PLATE TO 1 FT UP STUD 9116"MAX HOLE SIZE FOR 3/4" rrrOVE...you rxe< 4-#5 VERT BAR DOWELS EVERY OTHER STUD ANCHOR BOLT +STD HOOK CAST INTO T&G PLYWD AROUND HOUSEPERMETER PROVIDE T MIN.EMBEDMENT MIN.2 BOLTS REFERENCEDATUM GCf6ci[�n�Ersi,^:cera.P„ ^'corm wEEacr.O\� M B 11718*LVL FLOOR SHEATHING PER PLATE M BOARD FOOTING TYR ANCHOR BOLT TO BE INSTALLED WITHIN TOP OF PLYWD CONT fq TIES AT 17oc — — — —p — — — — — < 9 — — — MIDDLE THIRD OF WIDTH OF WILL PLATE— — — 0 JRI —_ _ —_—_—_— —___—_— —w _ _—_ TJI JOIST PER PLAN FOUNDATION v _POST TOP OF WALL —_—_—_—_—_—_— _—_—_—_—_—_—_—_—_ _—_—_—_— BASE—_—_—_—_—_—_—_PT 2x SILL PLATE� --- -CONT. F.'AG<RA.^.4.SRACE NEW \2x PT j CRAWL SPACE F_—_—_—_—___ CONC - SILL PLATE I q x w APPROX GRADE n 'r. TOP COURSE B"CMU PIR+ -""C4?U - NEW 95/8" a Z o PORCHIDECK TYP. _1L1p 1/g^ FTG TOP COURSE S'CMUL,:y,G WELDED CONC SLAB CMU 2x4 COM w rc q y 1T DIA SONOTUBE FORMED 512" BOND BEAM 8 EXG CMU o 80ND BEAM 8 EXG CMU 4 WIRE FABRIC WALL �.TYP. N o :o O CONCRETE PIER i` 24S COM. ,�' REINF-SEE SECTION REINF-SEE SECTION I I @ ri, m REINF.W/#5BAR+STD HOOK 5 3'CLEAR COVER - —— — -- — —— O 4 AT CENTERLINE OF PIER TYP LL m z K6dUN RUTHERFURDARCHffECTS,PLLC WOOD STUD WALL q 2: SHORE FOUNDATION CONTROL 1!2"DIA ANCHOR BOLT - wD :. - - _ _ uTov�sr uerrrsTaEEr,srrtEiaoe TEL lzraussxuea .........,.r ORCH PIE AS REQUIRED T JOINT. c,z T...1,�. T. C _ _ - _ _ q 3_#5 BARS EACH WAV E>Ewrorac wraaciaure cwc:mN5aTa3e TYP. _ E)'C.,C??SiiM?E"YT °-w /tPpi"X - •# - (., 1,� BOTTOM OF FOOTING -rO 28' .,.=3iF1'•iH CLR' �2'-0" 2 FT x 2 FT x 1 FT FTG AT PORCH/DECK CONC FTG CONT CONC FTG 7 1 4"t.." ADJUST WALLFROST DEPTH:WELDED `77-0' U eY,G C6:ti INF W/345 BARS REINFW/2-#5BARSHEIGHT DEEPER MIN 3 FT FROM ADJACENT GRADE I � o REWIREFABRIC EACHWAYBOTTOM, CONT,BOTTOM,TYP. AS REQUIRED TO TO BOTT OF FTG r NOT SHOWN TYR W MIN CLEAR COVER HAVE FULL HEIGHT GRADE APRIL 19,2019 BLOCK COURSING VARIES TOP SLAB �> -- BASE9---- ----- ----------- - _ _ ------- --- ---------- --------------------------- E101 STEP FooTNGV AS REQUIRED AS GRADECHANGES TYPICAL THICKEND SLAB UNDER INTERIOR F WOOD STUD WALL SECTION&TYP DETAILS { _ 1 SECTION 1 S2.1 PROJECT:P: 18024. 25 APRIL 2019 PERMIT SET t APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC JOISTS FRAMING TO LEDGERLOKS AT COM PT y LEDGER w PROVIDE 1 1/4"x 18 GA 5/6'TBG ROOF SHEATHING,TYP. LEDGER ON FLOOR STAGGERED TOP AND UNLESS NOTED OTHERWISE BOTTOM 8"oo JOIST BOARD OR 8.1 12"x10tl NAILS SIMPSON H2A RIM HANGER j CO RIM METAL STRAP WITH WALL STUDS HURRICANE CLIP PER SIDE EACH BEVELED EACH RAFTER END BLOCKING AT ATTACH LANDING TO ((1166NNAILLS PER STRAP) EACH RAFTER CUP CONNECTS HOUSE FRAME, SIMPSON D772Z RAFTER TO SPUD TENSION TIE LEDGERLOK 2 MIN.REQUIRED RAFTERS.SEE PLAN FOR SIZE. SCREM STAGC-0iED RIDGE BOARD.SEE PLAN FOR SIZE. BEAM AT TOP 2-5/6 GALV DECK RIDGE BOARD-RAFTERS OF POST BOLTS ♦o JOIST RAFTER TO WALL CONNECTION ROOF RIDGE BOARD DETAIL 6x8 PT HANGERS WOOD AT BEAM TYP STAR LANDING/ CB65 STAR POST POST BASE BASE PROVIDE 1 114"x 18 GA 314"T&G ROOF SHEATHING, = METALSTRAPWITH UNLESS NOTED OTHERWISE 8-1 1Q"x10d NAILS BEVELED z ��12'DIA PER SIDE EACH BLOCKING AT COOK PIER RAFTER wo WITH 145 VERT+ (16 NAILS PER STRAP) EACH RAFTER HOOK ��'m AT CENTERLINE ANCHOR POST TO BEAM 0 3 RAFTERS.SEE PLAN FOR"SIZE WITH SIMPSON O 315 BARS SLOPED SEAT w BOTTOM RAFTER HANGER EACH STRAP u m EA WAY EACH RAFTER RIDGE BEAM.SEE PLAN FOR SIZE. EACH SIDE O S LRU OR o LL CONCRETE RIDGE BEAM-RAFTERS POST BASE/CAP POST ON LVL BEAM FOOTING HEADER 3"CLEAR COVER TYPICALEXTERIOR WHERE UPPER LANDING RIDGE STRAP.INSTALL RIDGE BEAM ON I STAIR FRAMING TO GRADE ELEVATION IS 12 FEET �,j PER MANUFACTURER'S POST CCQ HEIGHT OR MORE,AN INTERMEDIATE 2-2x LANDIN COLUMN CAP LANDING 15 REQUIRED FRAMING it d. RECOMMENDATIONS HIP BEAMS AND LSC ADJUSTABLE VALLEY BEAM STRINGER HANGER ATTACHMENT TO SIMILAR UPPER LANDING HOUSEFRANIE: OPEN JOIST HANGERS STRUCTURAL RIDGE BEAM AT POST HEADER/POSTS _.___ 2x CUT FOR o STEPS n POST/BEAM DETAILS PLU52x6SLOPED o DECKNG 1/2"=1'-0" 2-2x6 WITH ANCHOR POST TO BEAM POST AT FIRST FLOOR FRAMING POST BASE WITH 1 SIMPSON TRAP TO PIER TYP LTS12 STRAP EACH SIDE I LS50 MID nEA CLIP SUPPORT HOTCHKISS HOUSE FlSH6i515UwD,NY Xa POST ON SUPPORT .._-._.._.._.._.._-._.._--_.................. STABIJTY RACING FLOOR JOIST ��, FLOOR JOIST 12'DIA ROOF RIDGE BEAM DETAILS PER PLAN �I�I�� PER PLAN j „�er.r.,sreeerr 6° 6" COND COSI OFFlCF.BOX RU2 [>,.F)tiAYti20[„i PIER W/1-OS �,. GNCN � COhhFCT,CU,W.,,, +HOOK ®/ r„ov[:w,n aoR uta CENTER SIMPSON JOIST HANGER ror.�51;;;9 Efliro ,c,C, c4[Rwr,,wvFas.mn, CL x AT EACH JOIST EACH SIDE OF BEAM TYP SECTION SUUPPPPERPLAN 2 FT.SQ.FTG. SEE REINF.ABOVE TYPICAL FRAMING DETAILS FLUSH FRAME BEAM/JOIST f i KNIUTH N RUERFURDARCHITECTS,PLLC anvesrsen,srraF>:r,sme,aos raa,asnzaee F,Ewraacr+Ewwrac,ao,e Fax mdse:-:x 2 WASHERS REQUIRED. BOLT HOLES 9116'DIA MAX. MIN.END DISTANCE 6'. SOLD BLOCK SIMPSON LFTA I PANEL ELo DGEST 1-0" x FLOOR TO FLOOR ( q z :A TIE ANCHOR OR COIL STRAP f m AT CORNERS AND LAP m IN o EVERY OTHER FLOOR PER PLAN FRAMING ABOVE 8 ELIOW m^ I III s STUD BAY FLOOR _ ff �t, BOANT RD IM G LVUS RIM BOARD f 2'-V' CK AT PANELLID OEDGES TYPICAL DETAILS PLYWOOD - WALL SHEATHING S2.2 WALL SHEATH INC LAP MULTI MEMBER LVL CONNECTION PROJECT:P: 18024 FLOOR TO FLOOR TIE 25 APRIL 2019 PERMIT SET a SHEET DESCRIPTION r� w Di A001 TITLE SHEET x A002 GENERAL NOTES U A020 SITE PLAN - EXISTING A021 SITE PLAN - PROPOSED w A030 DEMOLITION PLAN - BASEMENT A031 DEMOLITION PLAN - FIRST FLOOR DEMOLITION PLAN - ROOF z a z A100 CONSTRUCTION PLAN - BASEMENT 00 A101 CONSTRUCTION PLAN - FIRST FLOOR ou A102 CONSTRUCTION PLAN - SECOND FLOOR A103 CONSTRUCTION PLAN - ROOF A201 EXTERIOR ELEVATION - NORTH A2'02 EXTERIOR ELEVATION - WEST A203 EXTERIOR ELEVATION - SOUTH A204 EXTERIOR ELEVATION - EAST A210 SECTION A401 WALL SECTIONS A431 CONSTRUCTION DETAILS A501 WINDOW SCHEDULE A502 WINDOW SCHEDULE A503 DOOR SCHEDULE A504 DOOR SCHEDULE E100 ELECTRICAL PLAN - BASEMENT E101 ELECTRICAL PLAN - FIRST FLOOR E102 ELECTRICAL PLAN - SECOND FLOOR P101 PLUMBING DIAGRAM S111 FRAMING PLAN - FIRST FLOOR FEB 1 4 2019 S112 FRAMING PLAN - SECOND FLOOR S113 FRAMING PLAN - ATTIC T. "T s � 1 S114 FRAMING PLAN - ROOF S1 GENERAL NOTES & TYP. DETAILS S1 .1 FOUNDATION PLAN S1 .2 SHEAR WALL & PORTAL FRAME LOCATION PLAN S1 .3 TYP. DETAILS S2.1 SECTIONS & TYP. DETAILS AMENDMENT 02.11.19 ISSUED FOR PERMIT 07.25.18 HOTCHKISS HOUSE 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 A M E D M �Lljm 94 u h [I H 0 T p M TAX MAP NO . 1000 SECTION 007 BLOCK 6 LOT 3 . 2 9T 29r����f`.` / / FQ� NE\t x N 6 3 31 EAST MAIN ROAD N TITLE PAGE w W FISHERS ISLAND, NY W x FULL SCALE A-001.01 0 0 PROJECT: 293 S 70'07'30" W - _ 55.00' U -/--S 00 x I z 0 o '55'46" W181.38' 181.38 , I \ I .\ I \ t 20 \ \ hl 7(97 \ \ \ 24" \ '\ MAPLE BENCHMARK: IRON ROD \ EL=51 .53' \ f \ OAK s \ \ 80000, i F / z \ ' \ C'" lUMP" MAPLE r ( � CLUMP" / o ��MAPLE \\\ FEB/ L \ r 12>, \ \ MAPLE r / \ OAK ` / J / v O \` CLUMP' Cb* °, a�.MAPLE 36 \\ , �A OAK \\` \ AMENDMENT 02.11.19 \ \ CB \ UY \\\ ISSUED FOR PERMIT 07.25.18 \ \TF=49.04 -„ HOTCHKISS HOUSE / 6331 EAST MAIN ROAD 60,0,, \ "POLE 53.5� , FISHERS ISLAND,NEW YORK 06390 cy �. / #METER ' _ I 36' OAK 1 t / DOLE 799 y F-7 ' / \ \ 77 X53.0 \: „ i 'ryO / KINLIN RUTHERFORD ARCHITECTS PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 yy � NEW YORK,,NEW YORK 10018 FAX.(775)582-1736 !^ / (90. / X53.4 — — --J (P M \ I 9,* �' I 1.PIPE N 87'21140" WPROPO N I (FOUND) 231.62' SED SITE PLAN 'I I I FULL SCALE 1/16' - V—o' A-02 .1.01. 01 ITE PLAN x I PROJECT: 293 I I I I I I A.. DEMOLITION LEGEND U EXISTING WALLS x TO REMAIN REMOVE EXISTING REMOVE EXISTING EXISTING WALLS I— TO BE DEMOLISHED FOUNDATION FOUNDATION C — — — — w � r I F- - - - - - - - - - - - - - - - - - - - - - - 00 II II I I I II II N II II II I I I I II II L_ _ J L_ _ J II II II II I CRAWL SPACE I REMOVE EXISTING STAIRS II II L_ _ J II I I 0 -1 T IFII-1 -F If 11 T Fll�f n II a N II II q II II II � II II II � I I I J -. JLII-A JL IIJ JL LII JL JL L FD) L� FEB 1 F II II II II I I I BASEMENT CRAWL SPACE II II I Z� AMENDMENT 02.11.19 I I I I ISSUED FOR PERMIT 07.25.18 II II II II I I I I HOTCHKISS HOUSE 6331 EAST MAIN ROAD I I FISHERS ISLAND,NEW YORK 06390 II II — II II I L - - - — � �- - - - REMOVE EXISTING FOUNDATION KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 alED Ali T M F OF rJic-NA x z N N w BASEMENT DEMOLITION N - W PLAN w 01 BASEMENT PLAN FULL SCALE A-030.01 PROJECT: 293 U DEMOLITION LEGEND a EXISTING WINDOWS TO BE REMOVED H U W A H 1 U x EXISTING WINDOWS I F- I EXISTING STEPS EXISTING WALLS r TO BE REMOVED - - I TO BE REMOVED - - - C - - - - TO BE DEMOLISHED 1 � — � I � I I I II I I I I z II ii III � � II II II 00 II 11 CIL I I I I � � III II II I I I II IIII - - I II II I I II II BEDROOM 2 I II II BEDROOM 3 BEDROOM 4 II II II CL I II II I I I I I REMOVE ALL EXISTING I I II it PLUMBING FIXTURES HALL I I I AND FITTINGS I I IIII 1 _ I I I I I I -i L- - - - - - - J I EXISTING STAIRS REMOVE ALL KITCHEN - - - - � I TO BE REMOVED CABINETRY AND APPLIANCES BATH 3af64 1 � II ' - - - - - - - - - —�= II II I = _ I — � — fir (- -I CL D Mi z I ��=�= — — = L I -1I —I -rr — — I ENTRY II I II I I I I BATH 2 1 III I 1 CL I I o I I o I III I I I - - I CL I _ _ I I I I SHED II II II I L_ _ _ _ _ _ _JL_ __ _ JL= _ _ J — I I I I U L� T F T 7 I— � � � W 1 II —_ —_ — I I _I � � BAR (— I I I DECK +' F DN -I- -- - -If--I III I I I I CL I I CIL �I II I KITCHEN I I TO BE REMOVED In ��� IP� LIt-ll� L _ �l � �`i- L - - J II - - - - - - � — � - - I — 1I �--- � � I I ( I BATH 1 IIF -I HALL FOYER I L _ _ I I D ) � . EXISTING STEPS ,�I - - - _ _ _ ❑ ❑ ❑ LL - - - _ J - � TO BE REMOVED CL - CL I I CL I � EXISTING WINDOWS LLDN III TO BE REMOVED 1 I IIII II I I I I LI-1 —!❑ II I I I I 1 AMENDMENT 02.11.19 II II O ISSUED FOR PERMIT 07.25.18 I BEDROOM 1 ( LIVING ROOM DINING ROOM I I PATIO I I IIII I I I I IIII 1 � I I 1 HOTCHKISS HOUSE I I II it I 1 ❑ I 6331 EAST MAIN ROAD 11 II FISHERS ISLAND,NEW YORK 06390 II I I I EXISTING WINDOWS EXISTING WINDOWS TO TO BE REMOVED I I I I BE REMOVED REMOVE ALL EXISTING I I EXISTING DECK PLUMBING FIXTURES I I I I TO BE REMOVED AND FITTINGS I I ( I KINLIN RUTHERFURD ARCHITECTS PLL 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 I I 1 II I I NOTES: - REMOVE ALL EXISTING WALLS, WINDOWS & ^Y�`} I I DOORS AS SHOWN. co �� �C f *.• - REMOVE ALL EXISTING FINISHES. C' - REMOVE WALLS OR PORTIONS OF WALLS w�t. WHERE NECESSARY TO MODIFY FRAMING AS ,¢, ,���•'. I SHOWN. -9T 029R�Q.✓° x I I I I z FOF N " FIRST FLOOR CIOI L - - - - - - -I I W I DEMOLITION PLAN W - - - - - - - _ _ - L _ _ _ _ � O1 FIRST FLOOR PLAN x 1/4'=1'-0' FULL SCALE A-031. 0 .1 PROJECT: 293 01 A202 01 CONSTRUCTION LEGEND aA210 a NEW CONSTRUCTION DOSTING WALLS .. U TO REMAIN OSMOKE DETECTOR O CARBON MONOADE DETECTOR Q ® EMAUST FAN HB HOSE BIB Qui z z INSTALL NEW FOUNDATION INSTALL NEW FOUNDATION AS SHOWN AS SHOWN � I 0 N I I ❑ I I CRAWL SPACE I ❑ MECHANICAL I IN 002 t° o_ I I o� ❑ I I I I I I I I I D I UP 001 14 I 121 ,11 ,DI 91 01 71 g 1 51 41 31 Loz I.! N STORAGE N 002 O w ! ❑ ❑ o BASEMENT 001 �� I ❑ AMENDMENT 02.11.19 CRAWL SPACE ISSUED FOR PERMIT 07.25.18 iD I 19'-34" ❑ HOTCHKISS HOUSE INSTALL NEW INTERIOR 6331 EASY MAIN ROAD WALLS AS SHOWN FISHERS LAND,NEW YORK 06390 003 STORAGE1 N I ❑ ❑ ❑ I O I I I IJK I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 ❑ ❑ ❑ ❑ ❑ ❑ x i z TF OF IN N N W BASEMENT N W ❑ ❑ I ❑ ❑ CONSTRUCTION PLAN x ¢ O 1 BASEMENT PLAN FULL SCALE A-100.01 01 Ad PROJECT: 293 01/A204 01 A202 TABLE R402.1.2 CONSTRUCTION LEGEND a 22'-2" 01 <A210 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW CONSTRUCTION V) 5,-41" S-111" 2'-61" 5,-11" 2'-61" „ CRAWL v 2 2 3 —10 5 —8 4 2 4 2 —6 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD—FRAME MASS FLOOR BASEMENT SLAB SPACE C:;== H ZONE U—FACTOR U—FACTOR R—VALUE WALL WALL R—VALUE WALL R—VALUE, WALL SuacEDEMMCTOR R-VALUE R-VALUE R-VALUE DEPTH 107 R-VALUE O CLA�REBRCMON ONO%IDE Ix ¢ 4 0.35' 0.55" 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 ® E"I"M FAN 105 ,, HB HOSE BID w O � I 6'-5" 14'-0" zlo z I INSTALL NEW 109 STEPS 0 , I� STUDY 104 INSTALL NEW 106 STAIRS AS SHOWN O I – -- -=– INSTALL NEW WALLS, WINDOWS, O – –––– N – – ––––––– –––– 8'-62„ 10'-5" DOORS AND CABINETRY AS SHOWN C4 NEW WALL OVENS NEW I 110 111 112 NEW MILLWORK LAVATORY 1 LIBRARY o NEW _ .I 1:1COVERED ❑ NEW GAS RANGE TOILET 105 PORCH CL— NEW ISLAND .I POWDER 1» 103 ROO 5 —04 5'-110" 5'—04" BRO M NEW DISHWASHER 111 O 2'-6 " AL 14'-8" NEW SINK �—r I--- — 105 '24 j� MUDROOM j� COVE D NEW REFRIGERATOR IN 1107 CL 101 00 104 00 02 P CH vT 111 -1�t 1125 I _... _........ ' GOLF � ---------_.—_._... CLUBS NEW TOILET HALL �0 102 6 -10„ 112 I _ —OVENS — NEW SHOWER - ––– – I� NEW VANITY WITH CO MASTER in 18'-33" I LAVATORY BATH 4 113 112 FOYER 114 NEW OUTDOOR 106 100 SHOWERHEAD 29 -11 I 115 F I J1 ^l I I MW% j I 110 106 103 is i° a 13 14 » > 91 °I 'I °I °I 41 �' xl TI 1 1 cV I— NEW SCREENED L—J---�—J I TRASH PORCH O ,_Icy N I I I UP L __ N I r0 I I I I I I '71� NEW LAMP POST PANTRY I (LOCATION TBD) d –– _ _ _ RECYCLE — — -�- — — KITCHEN r- NEW GAS LINE _ 1„ I 1 FOR GRILL O 109 I 103 REF/FR 9 -22 3'-6 (LOCATION TBD) 10'-0" 5'-9" Lo = I BAR N I Q 0O 102 107 CL AMENDMENT 02.11.19 MASTER LIVING 1 00 �� BEDROOM w j ROOM ISSUED FOR PERMIT 07.25.18 a, 107 C° 101 I DINING SCREENED PORCH �0) 103 �j� I 102 113 N -- 104 HOTCHKISS HOUSE 108 CL 6331 EAST MAIN ROAD i I j I FISHERS ISLAND,NEW YORK 06390 i 1 101 � 37' 1 1" _.. 16'-4" - 2 18'-9" I M -- - - 124 123 122 121 120 119 I 18 117 116 4'-111„ S-83„ 4'-111" S-61„ 3'-13„ S-23„ 5'-�1'i 4'-3j„ 4'-33„ I ' 134„ S-23„ S-23„ 4,-2 ,-21„ S-21„ 3,_21„ 3,-21„ 3,-61>, 3'-2' 3 - 4 4 4 4 4 4 4 Pt 4 4 4 4 3 -2 4 4 „ lIF 19--11 39 -94„ 19'-43” � I NEW HOSE BIB I INSTALL NEW WALLS, WINDOWS, �. CABINETRY AS SHOWN NEW FIREPLA E 1 PORCH IINSTALL W COVERED N ORCH — ------------- -- _7=77-77–___77___ — — — — INSTALL N W DECK — I J AND STEP –––––––––––––––––––––––––––––– –––––––––––––––––––––––––––––– 1 ---------------------------- I KINLIN RUTHERFURD ARCHITECTS, PLLC 1 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i I I I I I I �ED ARC2yi�' I I I i I I I I I I I I I 1 DECK 29 N I I N N FIRST FLOOR V)V) CONSTRUCTION PLAN L---------------------------------------------------- L W ' W 01 FIRST FLOOR PLAN FULL SCALE ° 01 PROJECT: 293 A210 01A204 01 A202 TABLE R402.1.2 CONSTRUCTION LEGEND 1" a 12'-9 A2010 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW CONSTRUCTION 4 4 V) 6'-44" 6'-44" CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB CRAWL 1 ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WAALLE So SAId(E DETECTOR x R-VALUE R-VALUE R-VALUE DEPTH R-VALUE cD DETECTOR CARBON MONOXIDE Q 1 4 0.35° 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 ® EXHAUST FAN aH g HOSE N 210 w -- x F" I a NEW TOILET z z NEW SHOWER o NEW VANITY WITH 1 3'-54" 4'-32" 3'-54" LAVATORY 15'-104" UNFINISHED iATTIC SPACE N 206 0 I N 211 212 9'-112" 10' 04" � BAH 3 10 M5 -I ❑ 4- CL 201 1 000 202 `j 61_111 CL `j 7'-72„ CL I co DN-— r�ld- - j 4 215 -IN STAIR 1 2 3 4 5 6 7 8 9 10 f1 12 13 14 15 i6 1 7'-11 0 4 HALL 20 __ 00 200 0 I N r71� 4 1„ 207 i � 208 214 (1014 o30 -22w j rn co 203 17,-u 205 209 CL 213 _1 / lo,-114 0 lo 13'_21" rrn� AMENDMENT 02.11.19 5'-0" 4 13 -61 j ISSUED FOR PERMIT 07.25.18 vi �j BEDROOM 4 BEDROOM 3 BEDROOM 2 0) ❑ N 214 203 N 202 1 N 201 Co HOTCHKISS HOUSE 6331 EAST MAIN ROAD BATH 2 ( FISHERS ISLAND,NEW YORK 06390 203 CL oN 212 o -� 17'-5" '-10" 11 LS' 11'-62" 208 20 206 205 I 204 203 202 20 NEW TOILET NEW TUB INSTALL NEW DORMER NEW LAVATORIES -- — WINDOWS AS SHOWN I i i i I KINLIN RUTHERFURD ARCHITECTS, PLLC r n r 1rr r 1,r , 1" r n , n W-11" 1" 11, r n 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 2'-10" 3 -11 3 —84 9 -12 3 -84 9 -1 3 -8 9 -12 30—84 3 -11 2'-1 0" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 55'-84" ol D ASC, D. y� 029q� ap' x Z Or PJ �i'I N N w SECOND FLOOR N W CONSTRUCTION PLAN w 01 SECOND FLOOR PLAN FULL SCALE 11/4-=V-0- j7; /4- A-102 ,01 ° 0 1 PROJECT: 293 A210 01 A204 01 A202 TABLE R402.1.2 0' A210 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT r� CLIMATE FENESTRATION SKYLIGHT CEILING WOOD—FRAME MASS FLOOR BASEMENT SLAB CRAWL ZONE U—FACTOR U—FACTOR R—VALUE WALL WALL R—VALUE WALL R—VALUE, WALE x R—VALUE R—VALUE R—VALUE DEPTH R—VALUE U 1 4 0.35' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 w NOTES: - INSTALL NEW ROOFS AS SHOWN z z o NEW CHIMNEY NEW ROOF NEW CEDAR SHINGLE ROOF ENGLERT ARCHITECTURAL/ RESIDENTIAL MTL ROOF SYSTEM 1 I I I o i N D Q N O W O AMENDMENT 02.11.19 ISSUED FOR PERMIT 07.25.18 ` HOTCHKISS HOUSE 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 vi i i I I I I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 \c �C? I , x Z TF0 td � I N N w ROOF CONSTRUCTION N W PLAN w 01 ROOF PLAN FULL SCALE A-103 .01 0 01 PROJECT: 293 A210 01 A204 U a W E~ U W - E-' x U Q U W KITCHEN LAUNDRY CLOSET z -� NEW RANGE ONEW GAS DRYER 3/4" FEED 3/4" FEED 1ST FLOOR 1ST FLOOR PLUMBING NOTES: (E) GAS RISER (E) GAS RISER 1.) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 02 GAS RISER DIAGRAMS 2.) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF HTS THE TOWN OF SOUTHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4.) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I i #2 1 #2 I #2 JII 4"V.T.R 4"VTR ±4"V.T.R T.O. RIDGE I I I / \ AMENDMENT 02.11.19 I I ISSUED FOR PERMIT 07.25.18 i I I I � I I NEW LAVATORY I NEW LAVATORY NEW LAVATORY NEW LAVATORY i HOTCHKISS HOUSE 1 I 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 SECOND FLOOR CEILING 1 2^ BATH 3 "I BATH 2 - - - - - - - - - I— - - -I- - T - -I — 11/2" 2"1 1112 I 1 11 ' 11/21 2"1 1 112'1 11 I I I � `D NEW TOILET 4" I 1 I 1 NEW TOILET 1 1 I 1 4" 00 NEW TUB I I I Lavl av1 NEW SHOWER I I Lay.l Lay.l I 1 1 °b W.C. 1 I I I SECOND FLOOR I co I 1 1 2" 4" 1 112" 1 112"I C.O. C.O.I 2 4" 11/211 112" POWDER ROOM 2 I 1 I ", MASTER BATH 2 — —— _ KITCHEN 1 I LAUNDRY 1 7 T — NEW SHOWER 1 I T I NEW DISHWASHER 2" �i 2"1 1112"1 11 112" 2"I 1W " NEW TOILET I 1112"1 1112"1 1112"1 NEW SINK — — — NEW CLOTHES o NEW LAVATORY I 1 4" INEW LAVATORY I I I I WASHER KINLIN RUTHERFORD ARCHITECTS, PLLC NEW TOILET I 1 iNEW LAVATORY I 4" I 2"1 F.A. 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 Sink I I Sink Ink 4" NEW YORK,NEW YORK 10018 FAX (775)582-1736 Dish Cillo es w 1 W.c I Washer Washer W.C. o I I ED AR FIRST FLOOR 4" " 4" 11/2" 1112" I 3" 2" C.O. 1 4 C.O. 4" _TM '-04" TO SEPTIC, SEE '9T - �y© SEPATTACHED C DWG AND SOF N w PLUMBING AND GAS N W DIAGRAMS W EXISTING BASEMENT Alx FULL SCALE 0 PLUMBING RISER DIAGRAMS P_.10 1.O 1. 0 ws PROJECT: 293 01 A202 o' CONSTRUCTION LEGEND U aA2 1 O NEW CONSTRUCTION H U EXISTING WALLS TO REMAIN SD SMOKE DETECTOR CO CARBON MONOXIDE _J DETECTOR FQ+J� ® EXHAUST FAN HB HOSE BIB � I INSTALL NEW FOUNDATION INSTALL NEW FOUNDATION AS SHOWN AS SHOWN 0o i 0 O I I ❑ I I CRAWL SPACE El �IN I MECHANICAL I "mmmummommum Foommummmomall SIN 002 c° o l i i l l l l l l l l _ UP 001 14 I 12l „l 10I al al TI sl sl al ,I 11 2 D TORAGE 002 N N fir. ❑ ❑ O _ BXSEMENT f M ZL CLOSE OUT 11.05.21 001 \ ❑ U AMENDMENT 02.11.19 O CRAWL SPACE f ISSUED FOR PERMIT 07.25.18 23'-111ElHOTCHKISS HOUSE INSTALL NEW INTERIOR 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 WALLS AS SHOWNNO O I 003 FINISHED BASEMENT AREA TORAGE i N VEMEMEMEN ❑ ❑ ❑ i D ARcyi I I ImMIN I I I I 1029A�' ydQ� I I I I OF N044 I ❑ ❑ ❑ I KINL.IN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YOIRK,NEW YORK 10018 FAX:(775)582-1736 ❑ ❑ ❑ ❑ ❑ ❑ i D TOWN OF SOUTHOL D BUILDING DEPT. � I Z N N BASEMENT N W ❑ ❑ ❑ ❑ CONSTRUCTION PLAN 01 BASEMENT PLAN FULL SCALE A-100, 02 0 01 PROJECT: 293 A21 0 01/A204 �� 01 A202 TABLE R402.1 .2 CONSTRUCTION LEGEND a 22P-2 A2010 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ,-a NEW CONSTRUCTION H5'-42„ 3'-112„ 01 3'-10" 5'-8" 2'-64„ 5'-1 1„ 2,-6i„ 2$-6p CRAWL w 01 CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL Q SMOKE DETEc,OR R-VALUE R-VALUE R-VALUE DEPTH 107 R-VALUE CARBON MONOXIDE DETECTOR 4 0.35' 0.55' 49 20 OR 13+5 8/13 19 10/13 10, 2ft 10/13 ® EXHAUST FAN 105 HB HOSE BIB I 6'-5" 14'-0" 10 _ -1 I _ INSTALL NEW 1109 STEPS 0� STUDY 104 INSTALL NEW 00 � ~ � j- I F1 0-61 STAIRS AS SHOWN 8'-61„ » INSTALL NEW WALLS, WINDOWS, ---- N - - ------- - ---- 2 10 -5 DOORS AND CABINETRY AS SH --- ---- ------- 110 111 112 NEW WALL OVENS NEW —————_I NEW MILLWORK LAVATORY — - - - - , » NEW LIBRARY ❑ COVERED 1:1 _ _._ __.__ _____- __-__ _ NEW GAS RANGE TOILET 105 PORCH POWDER 5'-01" 5'-01 --c I— — NEW ISLAND 103 ROO 4 5'-10" 4 BRO M NEW DISHWASHER r- - --- 111 105 - - - 2'-6 „ 14'-8" NEW SINK I 12 Lot h MUDROOM �j COVE NEW REFRIGERATOR 107 CL r1o1 W 00 104 °0 102 P CH I 101 111 _1125 I O D - ---L - GOLF �. _--__—_ CLUBS — NEW TOILET HALL o� 102 _—A L b6,-1 0" 112 O OVENS — NEW SHOWER I L �I't CD MASTER NEW VANITY WITH I BATH 18'-34" 1 113 LAVATORY FOYER NEW OUTDOOR 106 112 29'-11 100 SHOWERHEAD e x I 1 115 ®� 1 -- MW 110 106 7)N ie Is n 1E I2 n 1 s e ' sl s 41 a 21 11 N I- NEW SCREENED I L_—J---L—J I TRASH PORCH I I I I I I �--� Nd OIN I I UP NEW LAMPPOST _I I PANTRY r� (LOCATION TBD) ) — — RECYCLE —- - — — — KITCHEN NEW GAS LINE 1 FOR GRILL 109 103 REF/FR 9'-21"2 3 -6 (LOCATION TBD) o 10'-0" 5'-9" = I BAR oN D I — Q C, 102111 107 CL I A2 CLOSE OUT 11.05.21 AMENDMENT 02.11.19 MASTER _Ick LI VI N G d BEDROOM ROOM I I � � SCREENED ISSUED FOR PERMIT 07.25.18 r- DINING PORCH �I� 103 r il� 102 113 N 104 HOTCHKISS HOUSE 108 CL 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 101 I I I� 16'-4" - 3 7 12„ 18'-g„ n 05 --------- ---------- r __j- - ,—� 1„ , _ 1» 3„ 3„ 1' 4'-33„ 4'-33,> I31» 3,- 3„ 3„ „ 1 1„ 1» „ 1» 1» 1„ 3'-2" 3'- 4 -114 3 8 3 62 3 14 3 24 54 4 P t 4 24 3 24 4 2 24 3 24 3 -2 3 24 3 24 3 64gill 4 19 -44 70, NEW HOSE BIB INSTALL NEW WALLS, WINDOWS, COVERED 1 DOORS AND CABINETRY AS SHOWN ° 029 =�'1�C74 NEW FIREPLACE PORCH T INSTALL NEW �OF NES 1 — — — — — — — — — — — — — — — — COVERED PORCH — — — — =-L-— — —— INSTALL NEW DECK ------------------------------ -------------- -- L— — — E — — — — — — — — — — — — — — — — — — — — — — � AND STEPS ---- --------------------- ------------------------------ 1 1 KINLIN RUTHERFURD ARCHITECTS, PLLC I --------- ------- 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I DECK I I I I I I I I I I I I --I-- - - -J M I 1 I 1 FIRST FLOOR N W ----------------------------------------- CONSTRUCTION PLAN � I 01 FIRST FLOOR PLAN FULL SCALE A-1.0 .1,02 0 1 PROJECT: 293 A210 01A204 V a a a rA H WV�y E- V 0 N T.0.--_R I D L E_ o _ -.-- ELEV. O I o 0 T.O. RIDGE-- -- - - --- - - ELEV. 22'-64,> - - - - =QE= - B.O. SECOND FLOOR CEILING- - - -- -- --- -- - = — - - - - - --- - - - - - - - - - - - - - - ' ELEV. 19'-14„ - --1 - --- _ I I - - EGRESS EGRESS - - - - - WINDOW WINDOW 0c) T.O. RIDGE -� - - l 2 \ CLOSE OUT 11.05.21 ' 21 S 209 ELEV. ---- — -- -- ---- -_ _. -- --' - _ - - - - --- -- -- - ------ -- - --- -- -- ---- a . I - - - - - : - _ zh AMENDMENT 02.11.19 I - - - ISSUED FOR PERMIT 07.25.18 SECOND FLOOR S.F. -- - ---- -- - - - - - �_: - _ _:- _- - - - B.O. FIRST FLOOR CEILING ---ELEV. 9'=6j- - ---- , I . HOTCHKISS HOUSE FISHERSSSLANID,NEW YORK 06390 Ll -j 1 .1 i 1 ,'r EGRESS EGRESS 103 i - - WINDOW WINDOW I, 'r W W 102 101 i, u u O O ✓'' 'D AR .I r . I U 2 FIRST FLOOR S.F _ - - _. _. ELEV. 0'-0 t A ): 1. LA 7 A 4 2 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 SOUTH ELEVATION m iv N w PROPOSED SOUTH EXTERIOR ELEVATION W FULL SCALE A-203 . 02 0 PROJECT: 293 U a a a H CIOU w H u Cl N 01 210 I 0 o I T.O._RIDGE -- - - ------ - - --- - -- - ----- -- - - - -- - o E ELEV. 26'-3j„ __ _ - - _ --- - -- - -- - - - - -- -- -- -_ - - __ ---- - -- - - - - - - -- - - -------- - - - -T - 0 ELEV. 22'-64» - -- o E - - I I 7- B.O. SECOND FLOOR CEILING -{ - ILI 1 F1 - - � I I I I 00 EGRESS EGRESS 1 EGRESS EGRESS I EGRESS EGRESS EGRESS EGRESS I i,. I i I - - T.O. RIDGE - I WINDOW WINDOW T WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW a CLOSE OUT 11.05.21 ELEV. 13'-10�» 208 207 : - 206 205 204 203 202 2a1 AMENDMENT 02.11.19 T O O O O I i I IISSUED FOR PERMIT 07.25.18 SECOND FLOOR S.F. { -- ---- -- -" - - - - B.O. FIRST FLOOR CEILING /------ - - - - - - - - - ELEV. Ell UT 9'-6 » i T l HOTCHKISS HOUSE I 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 I 11 1 ' {I LIL U LH I EGRESSTE -LL r.. EGRESS EGRESS r EGRESS EGRESS HI E EGRESS Lj EGRESS EGRESS WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 1E X WINDOW WINDOW 1201E 117 116 ..L. --- D AFC / F� is FIRST FLOOR S.F. 1 - LT ELEV. 0'-�'r T. -J - - - - ---- - - - - L .� - -. _ L _ + y- I t z xN .. ° 029A�1 y0�� F OF NE`s KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 210 M O 1 EAST ELEVATION 1/4'=1'-0' iV N w PROPOSED EAST W EXTERIOR ELEVATION FULL SCALE A-204.02 PROJECT: 293 66'-3 3/4" 91-4" 22'-2" 15'-10 1/4" 18'-11 1/2" EXG V"ALl_ BOTTOM OF EXG CONC FTG BOTTOM OF FTG APPROX. T-6" BELOW 2'-0" , 3 FT. MIN. BELOW ADJACENT ADJACENT GRADE CONC 2_0„ IN THIS AREA+/- CONC FOOTING GRADE, TYP. FOOTING 9 5/8" 9 5/8" 2'-8" 104-6" 2'-81/4" CMU CMU 12" DIA SONOTUBE FORMED NEW CONC PIER ON CONC PIER NEW CONC FTG +2'x2'xl'CONC FTG TYP.AT DECK AND PORCHES _ _ SEE TYP. DETAIL w EXG FOOTING EXG FOOTING O O CMU o CONC l 17NFOOTING FOR REINF. (o I + (= l + 0) _ �? co CIvju :;ray c%ju -1 -- — — — — — — — — — — — — — o O t ---------------- PIER J PIER M N �' NEW INTERIOR CONC PIER r CONC FTG + PIER CMU q CONC zv ON NEW CONC FTG I 1'-0"1'-0' 16'-7 1/2" 21_6.. 14'-9 1/2" o, N FOOTING SEE TYP DETAIL FOR REINF I 2'-0" _ - — — — — — — — — — — co 2._6.. � 1 -4 1'41 I CONC VERIFY CONDITIONS 15'-10 1/4" FOOTING CMU IN THE FIELD F,I co o o F,� WALL O ---- --- __ - - - --- I ~- v I I I 1 ( ' I/ N + II ExG v��ALL EXG G^dNL t�? -� I , NEW ACCESS OPENING j , N Lu INTO NEW CRAWL EXG ill CCE-SS OPENiIN!G 2'-61' SPACE AREA j p Lj 5'-4" a i vi 9'-7" 0 2'-6" i ww I ch -------------- Ww 2 FT WIDE O ( EXG vd,�.LL -- - - I > L� THICKENED ¢ _- - ----------- - CONC SLAB ON GRADE O m INTERIOR FTG c� � Q I c�I SLAB UNDER U 1a3 _ �----► - � o iz ----°'' L -" ----------2-6 SID 1 FTcn r v STAIR WALLS Li 0------- REINF W% w `y c� c� ;� CRAWL SPACE SEE TYP. 3-#5 BARS ' T-6" THICKENED SLAB Lu < O DETAILS N 6x6 16x6 EA WAY BOTTOM———! j I POSTS 21-611 - .I 1'4" j 2-0 UP , T r _ CONC ----- --------1--I 1 M —1 I FTG -- =- - - - - I THICKENED SLAB — — S2 c_° 7:71-\ C° C14 I 6x6 6x61 N �? 6x6 N CMU ,� zo 1 0 1 0 - EXG FOOTi.1JG ------------------ —J CMU 9 5/8 L �_J 6'-1" I WALL WALL o + CI`�iU PIER J r ao = ce) �� T-0 1/2" T-9 1/2" 10'-6 1/2" N W o i I 6-7 1/4" 6'-1 1/4" 6'-41/4" "' Lo Nr a — 1_ ('� 1 '"-M1'm - EXG FIREPLACE EX(':) B�,S`I�IENT - EXG FOOTir4G FOUNDATION SLAB `" Q i T n I I O REM/1\dI'I } < LL PIER LU _j i11 _j o Lu cf) I - I O SCREENED PORCH u') EXG CRA,/VL SPACE EXG FOUNDATION EXG CRAWL SPACE � a co a � ABOVE `t CMU 9 5/8" WALLS & FTGS/PIERS WALL j AS SHOWN TO REMAIN i EXTERIOR CMU BASEMENT STAIR WALLS 9 5/8" CMU 1 REVISED 2-2-2022 CONC 2'-0" CONC WALL _ FOOTING FTG 71/411 71/4'� FTG PROJECTION ! CMU WALL HOTCHKISS HOUSE - -- ---- r --- - --- - - - - - - — -- - — -- — -- - -- -- - FISHERS ISLANI Y DN EXG L" ALL =1 G "i'i\LL _XG LXG V"v`AL�. E,-.G' ;LL ' - — ` N I ^ r• Y -----�-- - ---<i= 111.''_;- ---- - � � 7 G 10'-Z' ------————— 6-7 1/2" 6'-4 1/4" 6'-4 1/4" 6'-4 1/4" •.;:•. 130 F L M s I RILL I POST OFFICE BOX 802 1 Ot3E20U se / LD SAYK 4" EXG la�� •� CONNECTICUT 06475 1^JALLS 1 59'-8 1/2 191-6 3/411 P1 IONE:/ 1 1224 FAX: 860 388 461 3 Consulting Engineers, P.C. GNC13ENGINI FRS.COM CMU STAIR WALL NOTES: v + I WOOD STAIRS DN > S�CBNC i FEBRUARY 2, 2022 I PER ARCHT 00 "' I 8"CMU COVERED PORCH EXTERIOR STAIR WALL I FOUNDATIONABOVE � OF NE ACCESS TO BASEMENT I NOTES: �• �� cu rise o,A CONSTRUCTION SIMILAR ————————— _ -—_——- — — — — — — — — - — — — — — — 1. THE EXISTING HOUSE SUPERSTRUCTURE IS TO BE DEMOLISHED, LEAVING THE TO 10"CMU WALL NOTES ON EXISTING FOUNDATION IN PLACE. 1.' PERMIT SET S2.1: 8"CMU FOUNDATION WALLS REINFORCED WITH EXTERIOR CMU BASEMENT STAIR WALL I 2. PRIOR TO HOUSE DEMOLITION, THE CONTRACTOR SHALL SHORE AND BRACE ALL ` #4 BAR VERTICAL DOWELS WITH STANDARD C? 10'-11 1/4"+/- I .i , I �s o8 5 FOUNDATION WALLS. 1-01 -0 NEW 1 FT DIA.CONC PIER �� F� (D HOOK EMBEDDED INTO CONTINUOUS CAST SEE FEB 2,2022 NOTES ON NEW CONC FTG FESSION 10 IN PLACE CONCRETE FOOTING. 3. SEE TYPICAL DETAILS TO REINFORCE EXG FOUNDATION WALLS+ NEW WALUPIER DETAILS. #4 BAR VERTICAL SPACED AT 24"oc o PORCHH DECK AND AND CORNERS,AT CENTERLINE OF WALL _ _ _ — — — — — PORES _ 4. SHORING AND BRACING IS TO REMAIN IN PLACE UNTIL THE NEW BUILDING _ v 244 BARS HORIZONTAL AT TOP OF WALL o N CONSTRUCTION IS STABILIZED. HORIZONTAL JOINT REINFORCEMENT r SEE TYP. DETAIL y AT EACH COURSE I 2,10„ FOR REINF. I KINLIN RUTHERFORD ARCHITECTS, PLLC SOLID GROUT WALL O I 330 WEST 36TH STREET,SUITE 1006 TEL:(212)695-2988 STAIRS DECK ABOVE STAIRS I CONTINOUS CONCRETE FOOTING REINFORCED 1O ABOVE I ABOVE NEW YORK,NEW YORK 10018 FAX:(775)582-1736 WITH 2-#5 BARS, BOTTOM I I 24"WIDE x 12" DEEP FOOTING 4"CONCRETE SLAB REINFORCED WITH - WELDED WIRE FABRIC CE f co71 � -v I I G rl — — — — — — — — — — — — — { n _ 2 a" a it� " � " � " 13-9 3/4 Ilk6-7 1/2 12-8 1/4 12-8 1/4 12-8 1/4 6-7 1/2 FOUNDATION PLAN N 52'-3 3/4" AllJ 1 FOUNDATION PLAN ■ 1/4" = 1'-0" PROJECT:P: 18024 25 APRIL 2019 PERMIT SET t t ' SHEET DESCRIPTION w A001 TITLE SHEET A002 GENERAL NOTES A020 SITE PLAN - EXISTING A021 SITE PLAN - PROPOSED A030 DEMOLITION PLAN - BASEMENT A031 DEMOLITION PLAN - FIRST FLOOR z A032 DEMOLITION PLAN - ROOF A100 CONSTRUCTION PLAN - BASEMENT 0 A101 CONSTRUCTION PLAN - FIRST FLOOR o A102 CONSTRUCTION PLAN - SECOND FLOOR A103 CONSTRUCTION PLAN - ROOF COMPLY WITH ALL CODES 07 A201 EXTERIOR ELEVATION - NORTH NEW YORK STATE & TOWN CODES _ A202 EXTERIOR ELEVATION - WEST AS REQUIRED AN: .. 1 NON3 A203 EXTERIOR ELEVATION - SOUTH -60 1 ,��a . S�{J"�„ TA RAI A1t11\t a�'W u�il A204 EXTERIOR ELEVATION - EAST VJ Fc P. A210 SECTION . kDTomTRUSTEES A401 WALL SECTIONS A431 CONSTRUCTION DETAILSr`� I � 011 A501 WINDOW SCHEDULE A50211"'T-10p ; 7C e �„6': e i.d T A503 DOOR SCHEDULE A504 DOOR SCHEDULE E100 ELECTRICAL PLAN - BASEMENT E101 ELECTRICAL PLAN - FIRST FLOOR TRUSS PLACARDING R QV!R5D E102 ELECTRICAL PLAN - SECOND FLOOR P101 PLUMBING DIAGRAM rrcrtmr""" S111 FRAMING PLAN - FIRST FLOOR S112 FRAMING PLAN - SECOND FLOOR I RET,�,I^�' STORN WATER R°JNOF S113 FRAMING PLAN - ATTIC I� PJ4� T TO CHAPTER 236 SUACd OF TI IE TWA 14 CODE. S114 FRAMING PLAN - ROOF Lu; SER CEIPTIF�CATIO I S1 GENERAL NOTES & TYP. DETAILS r-� (IN LEAD CONTENT, S1.1 FOUNDATION PLAN S1.2 SHEAR WALL & PORTAL FRAME LOCATION PLAN �'ERTLO ;;JLDER USED IN bVA TER S1.3 TYP. DETAILS -,w) L) SYSTEh1 CANNOT S2.1 SECTIONS & TYP. DETAILS EXCEED 2110 OF 1% LEAD. a ® 11�oe� * e get, 4toho pl_UMBING �1'� S�ia� 1`1�' o TE ALL PLUMBI`NGS NEED SS $ �E $.Vtl ATER OI"E COVERING 4 `to G � G� ISSUED FMPERI�IIIR` 07.25.18 a HOTCHKISS HOUSE 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 � ,?,ED APO i s�9 o��$, yoQ�r F OF NE`s KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 ° NEW YORK,NEW YORK 10018 FAX:(775)582-1736 -41 JUL 2 7 2018 R � NOVA710 I P- R M 1w' L" (Ow 'P%- K 1 14,D) L�� F= �n TAX MAP NO . 1000 , SECTION 007 , BLOCK 6, LOT 3 . 1 �° ,: • x w 6331 EAST MAIN ROAD TITLE PAGE FISHERS ISLAND, NY W W x z HALF SCALE PROJECT: 293 A-001„ GENERAL NOTES CODE ANALYSIS a 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. H OTC H KI S S RESIDENCE - FISHERS ISLAND 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING USE/oCUPANCY: R3 (SINGLE FAMILY) TABLE R301.2(1) CODE OF NEW YORK STATE. RIDGE: EXISTING TO REMAIN TYPE OF CONSTRUCTION: TYPE 5 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA v 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE DESIGN CRITERIA: PRESCRIPTIVE Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield BU LDING CODE OF NEW YORK STATE. FRAMING MATERIAL: DOUGLAS FIR #2 Snow Wind Speed Design Frost Line Design Underlay Flood Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS of THE BUILDING CODE OF THE STATE OF NEW Moderate Slight to AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD 45 120 B Severe 36" to Heavy Moderate 11B Yes N/A x SUBCONTRACTORS. FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. H 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND SMOKE ALARMS PROVIDED AS PER NEPA 72 - SECTION R 317.1. z SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO TABLE 402.1.1 z INSTALATION. LATERAL FRAMING AND SHEAR CONNECTIONS: INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES CRAWL REQUIRED INSPECTIONS AND SIGN OFFS. INCLUDED. CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB SPACE Q ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE, WALL 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT UPLIFT CONNECTIONS: R-VALUE R-VALUE R-VALUE DEPTH AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE R-VALUE REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M. b e CONSTRUCTION NOTES 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS 4 0.35 0.55 49 20 8/13 19 10/13 10, 2ft 10/13 SPECIFIED IN TABLE 3.3. INCLUDING MATERIALS FURNISHED WORKMANSHIP MEANS AND METHODS OF 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL To FOUNDATION, THAT IS NOT MADE WITH AN 1. ALL WORK PERFORMED, ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS RAFTER/TOP PLATE CONNECTORS: AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE CONNECTOR SPECIFICATION: 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY RIDGE SIMPSON LSTA 24 @ 16 O.C. AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. GOVERNING AGENCIES. 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION RIDGE STRAPS: HIP RAFTER SIMPSON LSTA 24 ® 16 O.C. SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE RIDGE STRAPS SHALL BE ATTACHED To EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE TOP PLATES HTS 28 @ 16 O.C. REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. RAFTER TO STUD ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO STUD/ TOP WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH OVERTURNING RESISTANCE: ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. RAFTER TO HEADER HTS 28 ® 16 O.C. EXISTING CONDITIONS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED HEADER TO JACK STUD LSAT 18 - 2.5 FT 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE FASTENERS TO EACH POST. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. LSAT 30 - 3 FT 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE MSTI 48 - 10 FT SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY WITH COUPLER NUT AND THREADED ROD AS REQUIRED. THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. ROOF SHEATHING: MSTI 72 - 16 FT IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 © 16 O.C. QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE -- INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY HE SUPPORTS. TSE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 STUD TO SILL SIMPSON LSTA 36 ® 16 O.C. TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE SU THE W.FHE IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS WALL SHEATHING: AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE CONTRACTOR'S OPERATIONS. EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 244" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. NAILING SCHEDULE: (FROM WFCM) EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES LNLESS VERTICAL SHEATHING REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. -- PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR ,101D OBTAIN REQUIRED HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. INSPECTIONS AND SIGN OFFS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRAC10R, SUBCONTRACTORS, FLOOR JOIST BRIDGING: VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER ISSUED FOR PERMIT 07.25.18 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE FLOOR DIAPHRAGM BRACING: IN^ORMATION OCCURS ON THE DRAWINGS. BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM 0- 4' O.C.. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE WOOD STUDS: HOTCHKISS HOUSE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP 6331 EAST MAIN ROAD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, /, MINIMUM OF THREE FISHERS ISLAND,NEW YORK 06390 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND STUDS SHALL BE USED IN ALL WALLS. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. TOP PLATES: 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND AND/OR RECOMMENDATIONS. THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, LOAD BEARING WALLS. RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END QED 'ARCiy INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT �,� JG D /��''✓�� �� �� THEIR WORK. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. ��9)�' 029yl 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL LEGEND OF NE`N MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. R - - PROPERTY LINE 1 PARTITION TYPE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD - - CENTER LINE 5-16d PER 2 X 6 STUD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. 6-16d PER 2 X 8 STUD KINLIN RUTHERFURD ARCHITECTS, PLLC HIDDEN, FUTURE, OR EXISTING CONSTRUCTION BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING DETAIL REFERENCE 3-16d (1,2) PER FOOT NEWVYORK,NEW YORK 10018 FAX (775)582-1736 BLOCKING ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. (FACE-NAILED) 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION1 02 EXTERIOR DOOR TAG JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN To KINLIN RUTHERFURD ARCHITECTS PLLC. /101 SECTION REFERENCE BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO ORDERING A211 OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS 102 WINDOW TAG BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK HVAC DUCTWORK ECT. ELEVATION TAG 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE K INTERIOR DOOR TAG LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST N DARCHITECT RAWINGS. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE 01/® JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST GENERAL NOTES EXTERIOR ELEVATION w 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST WTH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND1 REVISION CLOUD RECOMMENDATIONS of THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO clz THE WORK SHALL BE NEW. 01 RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT HALF SCALE z c7 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK I; 04 SHEET 02 INTERIOR ELEVAT,ONS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING A-002 � BEING DONE. Irl 1 WALL SHINGLE PROJECT: 293 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. 03 1 � �—S 70'07'30" W 55.00' Ln o„ E W o oil 168 w •5�� I x � I o '55046" W N 181.38' kk I I \ \ \ \ I \ � I \ v / \ it 7 8' \ 24" \\\ / MAPLE �� \ \ BENCHMARK: IRON ROD \ EL=51.53' i \\ C \18" / Pogo ! 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RIDGE - ELEV. 26'-3j„ F [,, ELEV 22 -6 " T T.O. RIDGE - - - - � ..ELEV. 21'-11j„ � I I B.O. -SECOND FLOOR CEILING I - MIDPOINT OF - . HIGHEST ROOF ELEV. 19'-14" EGRESS EGRESS `n WINDOW WINDOW I ISSUED FOR PERMIT 07.25.18 214 213 I - T.O. RIDGE .. . - i I ELEV. 13'-101" I_ I HOTCHKISS HOUSE . SECOND FLOOR S.F. -- _ - - - -- I _ 6331 EAST MAIN ROAD - - --- -- i, --- - - FISHERS ISLAND,NEW YORK 06390 ELEV. 10'-7-1/2" B.O. FIRST FLOOR CEILING r I ELEV. 9'-7j, ------------. 04 I I � I I D A T I EGRESS 115 114 113 WINDOW 108 s 2 a- - - - - - -- - --� 0 029��1 X04 OF NE`s FIRST FLOOR S.F. - -- - - - - - - -- ELEV. GRADE jk KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 O 1 NORTH ELEVATION N N PROPOSED NORTH W N W EXTERIOR ELEVATION W CIO x d z A-201 PROJECT: 293 U W W A., CIOH U W F- U Q w ce w x E✓ x z z 0 (`J 01 210 I T.O. RIDGE ❑c__. ELEV. 26'-3j„ } 00 - I - - RIDGE T.O. .-- ELEV. 21'-11j" - - - - : I I I C--I } B.O. SECOND FLOOR- CEILING - - - } _ - ELEV. 19'-1 - - - - L I I � I - I 212 =201 L J JLI T.O. RIDGE 921 O� I ELEV. 13'-10j„ 1 - p I ISSUED FOR PERMIT 07.25.18 SECOND FLOOR S.F. - - - - ELEV. 10'-7-1/2" A.- B.O. FIRST FLOOR CEILING...._........., ---- ----- - ---- - - .... - - - - - — "�l� ELEV. 9'-74„ ---- -- - ! -i HOTCHKISS HOUSE i i i i 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 I i i11111 IE I EGRESS125 EGRESS EGRESS WINDOW ------ --- WINDOW WINDOW -- --- - - - -- - ---- ( 108 107 106 105 - ----- - _ I 112 111 110 �, u 1 b1/ - c'), AkCy/� -_— r r --: � a i i l .i.!.III I FIRST FLOOR S.F. ----- -- — - - - FLOOR - - - - - - -- - -..._ - -- ----- - L } ELEV �J ° T y F NE`N I KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 A210 x O 1 WEST ELEVATION N 1/4'=1'-0' N W PROPOSED WEST N 17" EXTERIOR ELEVATION W CIOW x z A-202 PROJECT: 293 U W a P., V) E~ U W E✓ U d W H z z 0 N Q T.O. RIDGE �_ - - - - I— U L 0 0F1 T.O. RIDGE ELEV. 22'-6j" ---T.O. RIDGE ELEV. 21'-1 1 j'` 1 -----, I — ' cV - - - - — - B.O. SECOND FLOOR CEILING ELEV. 19'-14" Ll I Lo I I � 'I - ... EGRESS EGRESS ' WINDOW � ' WINDOW T.O. RIDGE ISSUED FOR PERMIT 07.25.18 ' 209 209 WELEV. 13,—1 0j„ _ I - - -- SECOND FLOOR S.F.— ELEV. 10'-7-1/2" - HOTCHKISS HOUSE ' A. --- 6331 EAST MAIN ROAD - -B.O. FIRST FLOOR CEILING ,� _!., FISHERS ISLAND,NEW YORK 06390 ELEV 9'-71„ W EGRESS EGRESS EGRESS EGRESSQ A 106 WINDOW WINDOW WINDOW WINDOW �E Roti, n �5 ED. �� k� T� 104 I'I ' FIRST FLOOR S.F.._ _..... ..... 9 ( .....;.. . . 2�' 0 4a1� �,c ELEV. d'—O" _ .. . .... ._-. ..._. - - �9TFOF E yJ N V� KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 d' 01 SOUTH ELEVATION �C 1/a'-4-o' N N w PROPOSED SOUTH CION H EXTERIOR ELEVATION W W V) Q Ll HT I LL A-203 PROJECT: 293 103 U W W w H U W H x U Q CG W x x z a z 0 0 01 210 I — � I T.O. RIDGE ELEV. 26'-34„ - - - - - --- - --—- - _ - - -- ._- -- - - — r— T.O. RIDGE - 0 -—--------- - ELEV. 22'-6j - �. T.O. RIDGE - - - --- ELEV. 21'-11j„ __...-.. .._ N _....-- B.O. SECOND FLOOR..._CEILING 1 ELEV. 19 —1� .... ..... ...... .... _.,.. I TIF --"] lon �I ' I i ; I { EGRESS EGRESSEGRESS EGRESS EGRESS EGRESS LEG EGRESS WINDOW WINDOW WINDOW WINDOW WINDOW I Wb23 W WINDOW I T.O. RIDGE I - -ELEV. 13 -101 -201 'I - 208 207 " 206 205 204 fi I ISSUED FOR PERMIT 07.25.18 - SECOND FLOOR S.F. 4 - ELEV. 10'-7-1/2" B 0 FIRST" FLOOR CEILING.. ._ HOTCHKISS HOUSE " ELEV. 9'-7j,. 6331 EAST MAIN ROAD [T1 T r FISHERS ISLAND,NEW YORK 06390 I ilu TIF co �\ I EGRESS i F1 IFF EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW 105 124 'i I I- 123 122 121 120 119 ! 118 117 116 %AED A&C,y�T FIRST FLOOR S.F. cv I J < C1,. ELEV. 0 , f 9TH 029 $ yp� KINLIN RUTHERFURD ARCHITECTS, PLLC I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 210 M 0 �1 EAST ELEVATION N I CIO w PROPOSED EAST EXTERIOR ELEVATION W z c� A_204 PROJECT: 293 U W W a, E� U W H x L — U Q I I � I I � I I � I I r~ I I � I I z ! I a I I z I I 02 03 -- I I I I I A401 -------------- Ed / ---------------- I I of rao , ® 00 5Y4"xll%" PSL rm 10 ® ® I ® � \\ in ° e e i I \ Z � r`Iao S T , co ® IN \\ c t ISSUED FOR PERMIT 07.25.18 ' I ® o HOTCHKISS HOUSE 6331! AD FSIO FISHERS ISLAND,NEW YORK 06390 ------- - L I = ------------ C- p -- -� = T 0 eke"X9 016"D.C.0—/ .. � ® -- ,_� - -_ -- - W � •. • E : 111=1 11=1_=1 I ITI I I-1_I 1=1 I I-TI I I TI I ITI I ITI-I ITI 11=III_=_I-I I I I TI 11=1 I!TI I I--I 11= ® '. 10" POURED - Z CONCRETE WALL r - — ! - CONCRETE W LI] I � ��� n •• - - - -- -- - - i � ---� [� T I I I LTI I I=1 I i=1 I - - III=1 I I=1 11= 111= Eo AR � . 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I III III III III III-III-IIIIIIIIII I ---III---III-_--III_--III--I --III-_-- I I , _-_ _I III III- III — — NG1 _ — I- =1 =1 = _ _ FOOTI �_� - _ �__� o F00„NG -I --I -I--- IL-- ----I- -----I- �- 1-� � � I�I I III ® �- -- I- -- . - � - - ---- --- --- ---- ---� --- ----- --- � ---- -- � -- - --- -- -- - - ---- --- •• .• I -.-1 - .. -- -- — — -- — — -- -- - — ---- ---- — — -- — -- - - -- --' --- -- — -- -- -- -- -- -- --- _ —1 - - - - - - - - -- -- -- - - — — - --- - --- -- - - — -- -- - - - -- --I - - - - �� - - — -- -- — - — — - -- — — III III III III III III III III III- ------.iII----_--I L.---- ---I I !--_ I I--- -III---,IIi III i I III III III-----III- ---III-----I -_--III----III o - T T I- - 4" POURED ISIII- - - - - - - - - I - - _ - - - - - - - - - -- _ - - - CONCRETE SLAB I_- - �-----� � I, III ,I I . I I III-I I I_I I I=1 I I-III I I , III IIII =1 I I1 I I=1 I I •• _' I I=1 I I1 I I=1 I I=1 I I=1 I IT I I1 I I1 I I1 I I=1 I I=1 I I=1 I I=! I I=! 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I I III IIII 11=-III-III I I III III_III-I i I_I 11=1 I I--III-III_ I_ _ III III--I I I_I I II I I_I I I-1111 I I_,_I IIII-1 I I TI I , I I II_ I, I I I III I I , I I „I I TI I I-I I I III I! I_I I I-I I TI i I___I I I---III -I I TI I I I I III I I I III I I, I I III I I III _III- --III---III_.-1 I I_-_III----III--- I I ._III I,I III III-1111 I I_I I I-1111 I I_I I IT -- III I � I III I I I I III III III III I i III III I I III III I I III I , � I I III I I I III .. 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I I III III I I III III I I . III I I . III III III III . I I I I . III III_I I 1=III I i III III=1 I 1=1 I I - -- ---- - -- - - - -- _ I- I_I I I_I I TI I I-_I I II I I_I I I- I I- I I I I I III III I I I I � IIIIII-1111 11IIIIIIIIII I I_I I IIII-I i TI I I_I ! IIII-I I I_I I IT I I__I I I I I I . I I I TI I L_I I II I . III_III-I I I_I I I-I I ITI I I--I I I_i I I I I I � I- I I_ - _ I__ III III_III I : I III -III_ I i . _III III-III_-III_III_III--I I IT I IIIIIIi-III_III__III--iII-iII-_III----III--I I _ - _I _ __ - I : - - � - - - -, - - -- - -I -- —I - I -- - - - - I- -- I- -- - -- -- i-- � -- --� - -- - - - - ---- - -- --- � -- --- - ---- --- --- --- - - - - - - -- - - - --III--iII II ItI III_III_IIiI - - -- - - - - 1179 - -- -- -- - - --- - - -- --- -- -- - I - - - _ - - - - -- - -- -- ---! -- - -- - -- - - -'-- i - -- II ILI _1111 I ,----I 11- I I__I I I-III IIIIII-III_! 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I I I III I I I I I III III III III � I I III III III III III III III III III I I TI _ _ - - II .-III--1.1.1___11.1--_I_II III I III I III III — — I ------III-----III--i I i---III--------I I I- x 01 SECTION N N PROPOSED W N W SECTION W x z A-21.0 PROJECT: 293 U W ' W a H U W H U CC Q Q W F- z Z 04 o - - N I 00 0 I rloo - o I 0) SIN I 05 0� A431 ISSUED FOR PERMIT 07.25.18 - � I HOTCHKISS HOUSE / 02 6331 EAST MAIN ROAD A431 FISHERS ISLAND,NEW YORK 06390 I MIS -d . •0100 07 A431 00 :ry CC pp f a •'a 9y4 02g�a1^�OQ� F OF NE``� d d ilij o : . � 0) • 00 KINLIN RUTHERFURD ARCHITECTS, PLLC d• I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 • . NEW YORK,NEW YORK 10018 FAX (775)582-1736 a 01 A431 • d 01 . d A431 d , - ° i • d _ G- I a iv cv 4, — w N WALL SECTIONS W W z 03 WALL SECTION 02 WALL SECTION 01 WALL SECTION C7 1/2" = l'-0" 1/2" = V-0" 1/2• = V-0• 0 0 PROJECT: 293 A-401 U II W W F- U W I F� x U ASPHALT SHINGLES ¢ MARVIN FRENCH INSWING CLAD DOOR ASPHALT SHINGLES 3Y4" STRIP OAK FLOCRING ICE & WATER SHIELD CONTINUOUS AT EDGE ICE & WATER SHIELD 3/4" SUBFLOCRING CONTINUOUS AT EDGE 30# BUILDING FELT 30# BUILDING FELT R-21 BATT INSULATION 3/4 EXTERIOR GRADE PLYWOOD z 3/4" EXTERIOR GRADE PLYWOOD -- -_-- ------ -_--__ _ -__ -- - 2X12 RAFTER 1" RIGID INSULATION _�� 2X12 COLLAR TIE/CEILING JOIST 2X12 RAFTER - ! 2X12 COLLAR TIE/CEILING JOIST R-38 BATT INSULATION Z116"X117/8" TJI®210 @16" O.C. - 2X BLOCKING R-38 BATT INSULATION BEYOND =- SIMPSON H10 OR H2.5A 5" " 2X BLOCKING 3/4" AZEK TRIM y2 SIMPSON H10 OR H2.5A __ __ _ _ B 5 4 CEDAR CLAPBOARDS - 3" (2) 2X6 TOP PLATE EXPOSURE 3 " " - AIR & VAPOR BARRIER (2) 2X6 TOP PLATE --- -- - ---- ------ --- - --- -- - - (2) 1/4 X 1 1/g LVL I I 3/4" EXTERIOR GRADE PLYWOOD EXTERIOR GRADE PLYWOOD 1X4 IPE DECKING - 2X6 FRAMING R-21 BATT INSULATION PT 2X10 LEDGER PT 2X10 SILL PLATE I � 5/s" GWB 10" CONC. FDN. WALL r-;% (1) 2X �. , 2X6 BOTTOM PLATE a " — - - - REFER TO CMECPK SHEARWALL 1 2X " 5/8" ANCHOR BOLT L 23/4 /4 WOOD TRIM �� ( ) 5/B GWB PLAN FOR BOTTOM PLATE @ 48" O.C. W/ 5" EMBED. CONNECTIONS %4' WOOD TRIM (REFER TO CMECPK SHEARWALL1' __ 3Y4" STRIP OAK FLOORING /4 WINDOW 3 " PLAN FOR SPECS.) AIR & VAPOR BARRIER -� CASING -_-_ i 3/4 SUBFLOORING #5 REBAR — 3/4" EXTERIOR GRADE PLYWOOD R-21 BATT INSULATION AIR & VAPOR BARRIER #5 VERTICAL REBAR EXTERIOR GRADE PLYWOOD 24" O.C. (TYP.) - 1 RIGID INSULATION CEDAR SHINGLES 3 FROM INT. FACE (TYP.) 10 2 (3) 2X6 HEADER 2Ys X117/8 TJIm210 @16 O.C. WATER PROOFING 3/4" WINDOW CASING BEYO 3D (3) 2X6 HEADER 7 MEMBRANE (1) 1/4, X 1 1/8 LVL , 2" RIGID INSULATION (2) 2X6 TOP PLATE 3/4 WINDOW CASING MARVIN CASEMENT WINDOW �- REFER TO CMECPK SHEARWALL Y2" INSULATION r PLAN FOR TOP PLATE MARVIN DOUBLE HUNG WINDOW 07 FOUNDATION WALL DETAIL AT ENTRY 06 DORMER CASEMENT DETAIL , — CONNECTIONS 1-1/2• _ f-o• 1-1/2• _ V-o. 5/s" GWB 9 Z j3 2't 0 SECOND FLOOR DETAIL (TYPICAL) I'1�I EAVE DETAIL AT DORMER (TYPICAL) 0 ° 00 HOLDOWN ALIGN VERTICALLY W/ANCHOR BOLT (REFER TO CMECPK SHEARWALL/HOLDOWN PLAN ° ° FOR SPECS.) ° 1 11 ° ° CEDAR CLAPBOARDS — 3" EXPOSURE AIR & VAPOR BARRIER ° ° ° ° EXTERIOR GRADE PLYWOOD ISSUED FOR PERMIT 07.25.18 2X8 FRAMING R-21 BATT INSULATION ° ° 2X8 BOTTOM PLATE HOTCHKISS HOUSE 19/32" PLYWOOD MARVIN CLAD ULTIMATE 5/s" GWB INSWING FRENCH DOOR 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 3Y4" STRIP OAK FLOORING 3/4" SUBFLOORING --___--_____::_-________________::__:__-- -- #5 VERTICAL REBAR 3/4"X4" AZEK TRIM 3Y4" STRIP OAK FLOORING 10" 2" 24" O.C. (TYP.) 3" FROM INT. FACE (TYP.) R-21 BATT INSULATION 3/4" SUBFLOORING 10" FOUNDATION WALL 'p RR u /" --- 1" RIGID INSULATION - - WATER PROOFING MEMBRANE �� kCy�� - 2Y6"X 1 17/8" TJ 6210 @16" O.C. -- — -- 3 7 C° R-21 BATT INSULATION ° 2" RIGID INSULATION (2) 1 4tt X 1 1 /st' LVL / - 1" RIGID INSULATION ad ° n Q #5 REBAR ro� SLOPE TOP OF FOOTING029 ° Aa1 Q 2Y,s'�X11�/s" TJI®210 ° '9T r� " Y2" EXPANSION JOINT d ° WITH MORTAR FOF N�jy - `' 2X10 PT SILL PLATE 1X4 IPE DECKING @16 O.C. BEYOND a d = GRAVEL �� 13/4" X 113/8" LVL CONC SLAB ° #5 REBAR ,--- #5 FOOTING DOWEL EA. o n I VERT. W/ 24" LAP 1 iI - - ---- - - d ° 5/s" ANCHOR BOLT PT 2X12 LEDGER _ VAPOR BARRIER 2 e i i — @ 12" O.C. W 5" EMBED. ° n d / ' ALTERNATE HOOKS 1X4 IPE I REFER TO CMECPK �, ° ° PT 2X10 SILL PLATE ° 4 KINLIN RUTHERFURD ARCHITECTS, PLLC DECD: FLOORING p ° I I ° SHEARWALL PLAN �I 5/8" ANCHOR BOLT ' -� D 4 DRAIN PIPE p d ° 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 FOR SPECS.) " " Q p @ 48 O.C. W/ 5 EMBED. ° G D )D _ I--� �� d � _ NEW WORK,NEW YORK 10018 FAX:(775)582-1736 °� PT 2X12 LEDGER I° ° -- (REFER TO CMECPK SHEARWALL d d ° ° Q, 1 10 CONC. FDN. WALL d a �f WATER PROOFING ° PLAN FOR SPECS.) ° ° e �� �,� 0 0 #5 REBAR V�/, ( d �MEMBRANE 5 REBAR VERT. � ° 8 d HOLDOWN ANCHOR BOLT ° @ 24 O.C. TYP. I ° (REFER TO CMECPK 3 FROM INT. FACE TYP. SHEARWALL/HOLDOWN PLAN b 10" CONC. FDN. WALL FOR SPECS. M ) o WATER PROOFING x MEMBRANE 6" GRAVEL o p " #5 REBAR VERT. #5 REBAR TYP. ALL TYP. N p @ 24 0.C. TYP. 10" AROUND CONTINUOUS �, 3FROM INT. FACE TYP. CONSTRUCTION DETAILS " 2'—o rTl 1099 a c� 03 FOUNDATION WALL DETAIL TYPICAL 02 FOUNDATION WALL DETAIL AT LIVING ROOM AND DECK 01 FOOTING DETAIL TYPICAL o1-1/2• _ l'-o• 1-1/2' _ V-o• �-t/s• _ �'-o• PROJECT: 293 A-431 U a r" "" OW S 0% 1 1 E nu U L E x Nu UN NOTE: SEE SHEET A502 FOR WINDOW ELEVATIONS U F=IRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS ro 101 107 M. BEDROOM A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD x 102 107 M. BEDROOM A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD z a z 103 111 POWDER ROOM A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 0 104 106 STUDY A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 0 105 106 STUDY A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 106 105 LIBRARY B MARVIN CUDH2O32 DOUBLE HUNG 2'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 107 105 LIBRARY C MARVIN CUDH4432 DOUBLE HUNG 4'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 108 105 LIBRARY B MARVIN CUDH2O32 DOUBLE HUNG 2'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 109 105 LIBRARY A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 110 104 MUDROOM B MARVIN CUDH2O32 DOUBLE HUNG 2'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 111 104 MUDROOM C MARVIN CUDH4432 DOUBLE HUNG 4'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 112 104 MUDROOM B MARVIN CUDH2O32 DOUBLE HUNG 2'-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 113 103 KITCHEN D MARVIN CUDH2O24 DOUBLE HUNG 2'-2 1/4" 4'-8" 3/4" SDL Y WHITE CLAD 114 103 KITCHEN E MARVIN CUDH3224 DOUBLE HUNG 3-2 1/4" 4'-8" 3/4" SDL Y WHITE CLAD 115 103 KITCHEN D MARVIN CUDH2O24 DOUBLE HUNG 2'-2 1/4" 41-8" 3/4" SDL Y WHITE CLAD 116 102 DINING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 21-101/411 5'-4" 3/4" SDL Y WHITE CLAD 117 102 DINING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 2'-10 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 118 102 DINING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 2'-10 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 119 101 LIVING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 2'-10 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 120 101 LIVING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 2'-10 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 121 101 LIVING ROOM F MARVIN CUDH2828/ CUDH 2812 DOUBLE HUNG 2'-10 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 122 107 M. BEDROOM A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 6'-0" 3/4" SDL Y WHITE CLAD 123 107 M. BEDROOM A MARVIN CUDH3232 DOUBLE HUNG 31-21/411 6'-0" 3/4" SDL Y WHITE CLAD 124 77707 M. BEDROOM A MARVIN CUDH3232 DOUBLE HUNG 3-2 1/4" 61-0" 3/4" SDL Y WHITE CLAD 'SECOND FLOOR Rough Opening Size Jamb Casing Divided Exterior 'Window # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS ISSUED FOR PERMIT 07.25.18 201 201 BEDROOM 2 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 202 201 BEDROOM 2 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 203 202 BEDROOM 3 G MARVIN CUDH3028 DOUBLE HUNG 3'-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD HOTCHKHOUSE 6331 EAST MAIN ROADD 204 202 BEDROOM 3 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD FISHERS ISLAND,NEW YORK 06390 205 203 BEDROOM 4 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD 206 208 BEDROOM 4 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD c 207 208 BEDROOM 4 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4 5-4 3/4 SDL Y WHITE CLAD ���`-D A&Cfy,� 208 206 BATH 2 G MARVIN CUDH3028 DOUBLE HUNG 3-0 1/4" 5'-4" 3/4" SDL Y WHITE CLAD7 209 200 STAIR HALL H MARVIN CUDH3226 DOUBLE HUNG 31-21/411 5'-0" 3/4" SDL Y WHITE CLAD 210 206 ATTIC I MARVIN CUCA2640 CASEMENT PICTURE 2'-3" 3-3 3/4" 3/4" SDL Y WHITE CLAD `P�yo2g�a1yo�� 211 205 BATH 3 J MARVIN CUAWN4844 CLAD OPERABLE AWNING 4'-1" 3-7 3/4" 3/4" SDL Y WHITE CLAD 4F NC`s 212 205 BATH 3 J MARVIN CUAWN4844 CLAD OPERABLE AWNING 4'-1" 3-7 3/4" 3/4" SDL Y WHITE CLAD 213 201 BEDROOM 2 H MARVIN CUDH3226 DOUBLE HUNG 3-2 1/4" 5'-0" 3/4" SDL Y WHITE CLAD 214 201 BEDROOM 2 H MARVIN CUDH3226 DOUBLE HUNG 3-2 1/4" 5'-0" 3/4" SDL Y WHITE CLAD KINLIN RUTHERFORD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 MARVIN WINDOWS SPECIFICATIONS: DOUBLE— HUNG WINDOWS: CASEMENT WINDOWS: ULTIMATE NEXT GENERATION SERIES CLAD DOUBLE HUNG WINDOWS ULTIMATE SERIES CLAD CASEMENT WINDOWS ✓ti N INTERIOR FIN SH : PRE— FINISHED WHITE INTERIOR FINISH : PRE— FINISHED WHITE N V) EXTERIOR FINISH : WHITE EXTERIOR FINISH : WH TEi W WINDOW SCHEDULE GLASS: LOW— E3 IMPACT RESISTANT GLASS ( TEMPERED ) GLASS: LOW— E3 IMPACT RESISTANT GLASS ( TEMPERED ) W a HARDWARE: INTEGRITY SERIES LOCK & KEEPER — WHITE HARDWARE: INTEGRITY 'SERIES OPERATOR HANDLE — WHITE z 0 01 WINDOW SCHEDULE PROJECT: 293 A-501 U W W a H U W H U Q1 „ 1 „ 1 „ 1 „ 1 „ S-24—24 RO 2 -24 RO 4 —24 RO 2 —24 RO 3 -24 RO � I ----------- ---------- - --- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z I I I I I I I I I I I I I I I I I I I I Z I I I I I I I I I I I I I I I I I I I i p I I I I I I I I I I N I I I I I I I I I I j I O j O I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I jO O O UryL/y-�� I I I I I I I I I I I I ly- af O I I O O I i i I i II I I I I I I I I I I I I I I I I I I I I I EGRESSEGRESS I I I I I I I I I I WINDOW WINDOW I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I CUDH—NG 3232 CUDH—NG 2032 CUDH—NG 4432 CUDH—NG 2024 CUDH—NG 3224 101 , 102, 103, 104, 105, 106, 106, 108, 110, 112 107, 111 113, 115 114; 125 107, 108, 112, 122, 123 3'-04" RO r----- ----- -------� I I I I I I I I I I I I I I I I I I ' I1 ' 3'-04 RO 3 -21 4" RO 2l-3)) RO 41-11) RO I I ISSUED FOR PERMIT 07.25.15 I I I I I ----------------- I I I I I I I I I I I I I I I I I I I I I I / \ HOTCHKISS HOUSE I I I I I I I I I I I I I I I I I I I I I I I O 6331 EAST MAIN ROAD it I I I I I O FISHERS ISLAND,NEW YORK 06390 I I I I I I I I I I I I I I I I I I I I O l�V O I O 20 �; i i � � - EGRESS � ' I EGRESS EGRESS i I � ' ' I � � WINDOW ; WINDOW I WINDOW I I I ti �29��1�pQ� I I I I F�F NE`s I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I KIINLIN RUTHERFURD ARCHITECTS, PLLC H 3310 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 U NEW YORK,NEW YORK 10018 FAX (775)582-1736 CUDH3028 CUDH3028 CUDH3226 CUCA2640 CUCA2640 W/ TRANSOM CUDHT3012 W/ TRANSOM CUDHT3012 SDL 4" W/ SPACER SDL 4" W/ SPACER SDL 4" W/ SPACER M SDL 4" W/ SPACER SDL 4" W/ SPACER 209, 213, 214 210 210 116, 117, 118, 119, 120, 121 201 , 202, 203, 204, 205, 206, N 207, 208 w N WINDOW SCHEDULE W W x I¢ z 0 0 01 NIS WINDOW TYPES PROJECT: 293 A-502 U .a P, U E IJUOK OCHOEDULE NOTE: SEE SHEET A504 FOR EXTERIOR DOOR ELEVATIONS U R.' Q� FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Door # Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 101 100 FOYER A CUSTOM ENTRY DOOR SIDELITE 2'-3 1/2" 7'-51/2" N WHITE CLAD x z ENTRY DOOR 3-6 7/8" 7'-5 1/2" N WHITE CLAD ENTRY DOOR SIDELITE 2'-3 1/2" 71-51/211 N WHITE CLAD 0 CUSTOM CUIFDTR 8'-5 3/4" 1'-81/2" N WHITE CLAD 102 104 MUDROOM B CUSTOM SIDE ENTRY 3-5 1/2" 8'-3 1/4" N WHITE CLAD 103 103 KITCHEN C CUSTOM SLIDING DOOR 3'-1" 7'-0 1/2" N WHITE CLAD 104 102 DINING D MARVIN CUOFD4068 OUTSWING DOUBLE FRENCH DOOR 10'-2 1/4" 6-10 1/2" N WHITE CLAD 105 102 DINING E MARVIN CUIFD3070 (2) INSWING FRENCH DOOR 71-21/211 3-2 1/2" N WHITE CLAD CUIFD3070 SIDELITE 7'-2 1/2" 3-2 1/2" N WHITE CLAD 106 108 MASTER BATH F CUSTOM SIDE DOOR 3-2 7/16" 8'-0 1/4" N WHITE CLAD 107 112 HALL F CUSTOM SIDE DOOR 2'-9 3/4" 8'-3 1/4" N WHITE CLAD ISSUED FOR PERMIT 07.25.18 HOTCHKISS HOUSE 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 �q 029��1 yp�� l OF NE`N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 eh c� N N W EXTERIOR DOOR N SCHEDULE W W x z 0 0 1 NTS DOOR SCHEDULE PROJECT: 293 A-503 a 8'-54" RO 3'-52" RO 3'_1 " 10'_2-1„ u --------------- ------------------------------------------------------- � ON I I u I I I I I I I I I I I I I I � I I 00 I W I I ^ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ I N O I ^ I -IN j -IN O o D O r- I 00 I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I I Lb NyI I I I I I I I I I I I • I I I ! I I I I I! � I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CUSTOM TRANSOM CUSTOM SIDE ENTRY DOOR CUSTOM SLIDING DOOR CUOFD5068 W/ RAILS AND STILES 102 103 W/SIDELITES [ TO MATCH WINDOW TRANSOMS OXXO CUSTOM ENTRY DOOR 104 W/ SIDELITES 101 ISSUED FOR PERMIT 07.25.18 2'-22" RO 6'-14" RO 2'-22" RO 2'-11 " RO HOTCHKISS HOUSE I I I I I o I I 6331 EAST MAIN ROAD I I I I I I I I I FISHERS ISLAND,NEW YORK 06390 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �y^-� I I i OJ I I I I I I I I I I I I I I I I I I I I I I I I r I I iAED AR( - I I I r ----------- - ------------------------------------------------------------ � --------------------- I I I I I I I I I I I I I I I I + �• I I I I I I I I ��;�••'�v I I I I I I I I o j 029 $1 yQQ` FOF NE`N O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ii I I Oh„ I I, KINLIN RUTHERFURD ARCHITECTS PLLC I I I I I I ^ I I I I I I I I I SIN I I! I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 N I I NEW YORK,NEW YORK 10018 FAX:(775)582.1736 I I I I I I I I iI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I x I I I I I I N I I I I I I N I N EXTERIOR DOOR I I I I I I W SCHEDULE W x z o E 0 1 NM DOOR TYPES PROJECT: 293 A-504 01 ZA202 w a a H U w ' F- x U Qd C4 W x z z 0 N CRAWL SPACE xl MECHANICAL i I I I 3 3 I I I I I I I I I l l l l i l l l l l I L -t —I_LJ_L_1_I_L- LS=T LSZST L� J O OOR D cV fv _ STORAGE �— p BASEMENT CRAWL SPACE ISSUED FOR PERMIT 07.25.18 HOTCHKISS HOUSE 6331 EAST MAIN ROAD "OR FISHERS ISLAND,NEW YORK 06390 STORAGE kED AF? D. tD�To. 029+81 ypQ� FpF NEIN ELECTRICAL LEGEND FO WALL MOUNTED LIGHT FIXTURE =Q DUPLEX OUTLET RECESSED LIGHT FIXTURE KINLIN RUTHERFURD ARCHITECTS, PLLC W.P. WATERPROOF DUPLEX OUTLET ® WATERPROOF RECESSED LIGHT FIXTURE 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 =nSWITCHED DUPLEX RECEP11CAL NEW YORK,NEW YORK 10018 FAX:(775)582-1736 SURFACE MOUNTED LIGHT FIXTURE OUTLET, ONE SIDE ONLY ® UNDER CABINET STRIP LIGHT 70O.F.I. GROUNDED FAULT RECEPTICAL OUTLET O INTERCOM 4D QUADRUPLEX OUTLET $ SWITCH [ FLOOR OUTLET $D DIMMER SWITCH ® EXHAUST FAN z $3 3-WAY SWITCH SMOKE DETECTOR SD M $3D 3—WAY DIMMER SWITCH OO CARBON MONOXIDE DETECTOR $DOOR DOOR OPERATED SWITCH N 0 HEAT DETECTOR N TELEPHONE/DATA N 0 FIRE ALARM HORN TELEPHONE THERMOSTAT BASEMENT ELECTRICAL O TELEVISION PLAN FD-1DOORBELL BASEMENT ELECTRICAL PLAN AUDIO SPEAKER z E-100 0 PROJECT: 293 01 A204 U 01 A202 a U W F U CL I �� - ——————— ——— � I � I z I ' a I ! I z Nj STUDY -- ------------------------ O I L_- - --------------------I LIBRARY - -------------- NEW ——————— LAVATORY F I. —___—— r NEW --J� ❑ ❑ TOILET ———————— D BENCH —Cl= O COV RED --------------- PO CH _. _._.._ o I D I I I I N W — ---- - - ------ _ - COVERED I PORCH Qr L T CL ---� MUDROOM I I I I r------ i OVEN 3D 3D ---- � MW OV FO ER ENS I w W.P. \ / HALL D I __ KITCHEN cj MASTER BATH II �I I F ---------. II 1-o I I IL_J \ 16 15 14 13 12 11 1 91 8 7 81 5 41 3 2 1 I - - - - - --�+- - -' --- I -- I 3D 3D N To ND 1 L. I I uP I TRA`�H I CD HAL/STAIR L———— - I l -I I I- I i I I I I PANTRY II II 3 3 L JI IL J OUT 0 R I I O SHOW R REF REF I 0 o °°R WA K- N BAR 3 w CLbSE --- - -- D 3 O I � r MASTE I i BEDR M SCREENED DINING PORCH LIVING ROOM ISSUED FOR PERMIT 07.25.18 LJ ALK IN Losr HOTCHKISS HOUSE -- - -- -- - ----------- --- --------- -- - - - ------ - -- --- --- - -- - - - - 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 ooR Ll BRED ARC �� GE D. fc' 0 I I I I I I COVERED I � . 029c4$1y0Q PORCH CF NE`14 I ❑ ❑ I ----- - ----------------- ELECTRICAL LEGEND ———— — ---------------------------- ------------------ 10 WALL MOUNTED LIGHT FIXTURE =Q DUPLEX OUTLET RECESSED LIGHT FIXTURE ------------------------------------------------------------- KINLIN RUTHERFURD ARCHITECTS, PLLC �w.P. WATERPROOF DUPLEX OUTLET ____________________________ _____ 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 •O WATERPROOF RECESSED LIGHT FIXTURE _ _ __ _ _ ________ _ __ 1 SWITCHED DUPLEX RECEPTICAL _ --------- - - ---- - NEW YORK,NEW YORK 10018 FAX:(775)582-1736 SURFACE MOUNTED LIGHT FIXTURE OUTLET, ONE SIDE ONLY I I ® UNDER CABINET STRIP LIGHT -QG.F.I. GROUNDED FAULT RECEPTICAL OUTLET Ficl INTERCOM QUADRUPLEX OUTLET $ SWITCH I FLOOR OUTLET I I I I I I I I $D DIMMER SWITCH ® EXHAUST FAN I I DECK I z $3 3-WAY SWITCH 5° SMOKE DETECTOR I I I I I I I I I I I I i I I $3D 3-WAY DIMMER SWITCH °o CARBON MONOXIDE DETECTOR I I I I I � $°°°R DOOR OPERATED SWITCH 0 HEAT DETECTOR I I I I I I I I I I I I N NTELEPHONE/DATA FIRE ALARM HORN I I I TELEPHONE r THERMOSTAT L- I - 1--L-IL-d I I FIRST FLOOR w O TELEVISION � I W DOORBELL I I I ELECTRICAL PLAN ® AUDIO SPEAKER I O 1 FIRST FLOOR ELECTRICAL PLAN -------------------------------------- 1/4'=1'-0- 1 ----------------------�\ G--------------- ---------------- -----------a------------ ----� E-10 :1 O PROJECT: 293 01 A204 U 01 A202 a a H U W H x Q Q H z z 0 N 0 ATTIC IF-7 II I � I BAH - � I s / L-- CLi CL 1 1 1 1 1 1 / � IrT o 0 I I I I I I I I I I I I I I A CL D I I I I I I I I STAIR _ o ( ' HALL 0 N I Q O W O o ! i D D D O � OOR CL i ( ! L—J BEDROOM 3 ISSUED FOR PERMIT 07.25.18 BEDR00 4 F- I I II BEDROOM 2 J IBAT 2 HOTCHKISS HOUSE I I 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 CL II CJI k NJ9 101 29 $1 ydQ� F4F NO ELECTRICAL LEGEND FO WALL MOUNTED LIGHT FIXTURE -Q DUPLEX OUTLET RECESSED LIGHT FIXTURE � KINLIN RUTHERFORD ARCHITECTS, PLLC W.P. WATERPROOF DUPLEX OUTLET 0 WATERPROOF RECESSED LIGHT FIXTURE 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 SWITCHED DUPLEX RECEPTICAL NEW YORK,NEW YORK 10018 FAX:(775)582-1736 + SURFACE MOUNTED LIGHT FIXTURE OUTLET, ONE SIDE ONLY ® UNDER CABINET STRIP LIGHT ZQc.F.l. GROUNDED FAULT RECEPTICAL OUTLET O INTERCOM � QUADRUPLEX OUTLET $ SWITCH FLOOR OUTLET $D DIMMER SWITCH ® EXHAUST FAN Z $3 3-WAY SWITCH SMOKE DETECTOR SD $3D 3-WAY DIMMER SWITCH OO CARBON MONOXIDE DETECTOR x $,w, DOOR OPERATED SWITCH O HEAT DETECTOR N N 11QTELEPHONE/DATA N 0 FIRE ALARM HORN b TELEPHONE 2ND FLOOR w O TELEVISION OO THERMOSTAT w 7D THERMOSTAT ELECTRICAL PLAN 0 1 V) ® AUDIO SPEAKER SECOND FLOOR ELECTRICAL PLAN Q 0 E-1.02 PROJECT: 293 01 A204 U A.. F- U W Or U tY d R' w� W x KITCHEN LAUNDRY CLOSET z z 0 NEW RAN ci Q NEW GAS DRYER 3/4- FEED — 3/4" FEED 1 ST FLOOR 1ST FLOOR PLUMBING NOTES: (E) GAS RISER (E) GAS RISER 1.) DO NOT SCALE FROM THIS DRAWING. 6.) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT 2.) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 02 GAS RISER DIAGRAMS rrTs THE TOWN OF SOUTHOLD AND RS-16. 7.) SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 3.) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8.) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4.) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5.) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR 9.) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. I #2 #2 1 #2 J �I 4"V.T.R jL"V.T.R �II 4"VTR T.O. RIDGE I I L I I ISSUED FOR PERMIT 07.25.18 r71� I I I I NEW LAVATORYI NEW LAVATORY 1 NEW LAVATORY NEW LAVATORY I HOTCHKISS HOUSE 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 SECOND FLOOR CEILING 2" BATH 3Way. BATH 2 - - - - - - - — �-11112" 2"11112 11/ 1 11121 2"1 I �� D.II NEW TOILET 4" I NEW TOILET 1 4" ,��RED ARCNEW TUB 1 1 I 1 NEW SHOWER I I I � � Lav av I W.C. �SECOND FLOORof y 23�g'1� Cja 1 2. 4" 11/27 11/7 I C.O. C.O. 2 4" 1112" 11/2" POWDER ROOM 2: I 2"1 _ _ KITCHEN �-- _ MASTER BATH LAUNDRY " T — NEW SHOWER 1 1 NEW DISHWASHER �IN I I I 2 r 2"1 1112"1 11 112" 2"1 1 1/2j1 i 11/2" NEW TOILET 1 11/2"1 11/2"I NEW SINK — — — NEW CLOTHES o NEW LAVATORY 1 I 4" 1 NEW LAVATORY I I 1 WASHER IKINLIN RUTHERFORD ARCHITECTS, PLLC NEW TOILET I 1 i NEW LAVATORY I 4" 1 I F.A. 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 ink 1 av av I Sink 4" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 Dish CIO es w I W.0 I Washer Washer W.C. 01 FIRST FLOOR 4" 2" 2" 4" 11/2" 11/2" I 3" 2" 2" C.O. 4, .. I 4 4 C.O. 4" Z4" TO SEPTIC, SEE cn o �G ATTACHED SITE AND N 00 SEPTIC DWG w PLUMBING AND GAS N V' DIAGRAMS W W EXISTING BASEMENT x a z_ 01 PLUMBING RISER DIAGRAMS NTS PROJECT: 293 P-1.0 CANTL. JOISTS DOUBLE UP FRAMING AT FIREPLACE OPENING 2" X 12" PT LEDGER BOARD OPEN b (2) PT 2 X 12 BELOW PT 2X12 RIM 0 ---------- @ (D 6X6 POST UP lY4" X 11 3/" LVL RIM (3 ------------ BOARD TYP. (D T 6X6 POST ABOVE -._ --N ------- ------- __ - - � �_-- — — — �-.... ..... ..::.._,-,:.,:.:._,I 0 DECK TIES. SEE TYPICAL U) I DETAIL. --EOUNDATJO 2" X 12" PT LEDGER Al I RF'l nW " - --- -- BOARD ® DECK I _ I I , iF PT 2X12 @1 0. 6X6 POST ABOVE G. k 7E. -4 EXISTING PIER 6X6 POST < 1 TJIs560 @16" O.C. 2 SPAN CO 6X6 POST _ - - i (3: 11 LV ------------ ILL EfiJif —h it ` j' - - N Fl- Ijl L DECK TIES. SEE TYPICAL . DETAIL. ... . .... ------------- DECK/PORCH (2) 2X12 PT (3c; RIM BOARD TYP. 7, c3 LdO < EXISTING JOISTS L -J C-0 [if 0 N Lo Z ISSUED FOR PERMIT 07.25.18 EXISTING DROP BEAM C14 x IR EXISTING PIER 0 HOTCHKISS HOUSE ' 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 2 12 T B' AM 7- L�L --- ------ DECK TIES. SEE F,GD ARC 6X6 POSTS BELOW TYPICAL DETAIL. DOUBLE UP FRAMING irI iItI AT FIREPLACE OPENING CANTL. JOISTS 900 2" X 12" PT LEDGER W Ij BOARD @ DECK (2) PT 2 X 12 BELOVJE0 209 4x DECK TIES. SEE TYPICAL DETAIL. OF N WALLS BELOW STEP DSEE TYP. DETAILS (2) PT 2 X 12 BELOW KIN LIN RUTHERFURD ARCHITECTS, PLLC oeJ -—------------- ---------- ---------- 330 VVEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 —j NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ---------- ----------- (o @ FIRST FLOOR FRAMING V) PLAN 0 1 FIRST FLOOR FRAMING PLAN I T-1 1—11 11 11 1 BELOW .DOUBLE FIR PIER BELOW - S-111.00 PROJECT: 293 U W W a H U W x 6X6 POST z ! z ! - ----"--- -- -- ------------ -,-__-_-:.---_----------- --- N 3/ --TJI®360 ®16" O.C. 6X6 TOS -- i r EAQ�R - - -- - - I 6X6 POS j DOUBLE JOISTS -_ - - – – I - ...._.. ; i 6X6 P II ST I D iBEL,, W Ij ! 6X6 POST BELOW 6X6 PbST,�ABVE j I SEE ROOF FRAMING ABOVE'', I SEE ROOF;i FRAMING ABOVE ll� it i I I HEADER 2 1 X 1 VL HEAD R 13/4„ X 11 /8' LVL (3) 7 " LVL 1 ^-- ) ;, I (2 Of ySy Ld III ji = it i J M 6X6 POST f' J 0 IT l 6X6 POST BELOW (4X) 119 LVL j 'LADER CONT. H It I 6X6 POST BELOW 6X6 POST � H T'_ -- �!- - - -- _.._1 - L- — — — — I. IL (3) 74" LVL 6X6 POST UP J 7 n rr 4� " ,> n " J 1 1/8 TJI®360 X16 O.C. 1 1/8: TJI®360 ©16 O.C. 1 1% TJ6360 ©16 O.C. 1 1'/8 TJI®360 @16" O.C. I; '! 6X6 POST ElISSUED FOR PERMIT 07.25.18 SEE ROOF FRAMING ABOVE I II I (4) 1j X 119 LVL HEADER PORTAL FRAME HOTCHKISS HOUSE II 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 j I Iijil i ; ------------- - - - -- - -4-- .HLAULN �� m 6X6 POST BELOW 6X6 POST BELO lot — — — — — — — - - - DARcy 6X6 POST BELOWcc) (4)j (4) 13/4" X 117/8" LVL 6X6 POST ABOV (4) 1j X 11j LVL HEADER ��9TF029481 X04 i' OF NE`N — ' i ;I KINLIN RUTHERFORD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 - -- ---"-- - ; - ___ _-.-,-----.-- ---- - - - ......... - NEW YORK,NEW YORK 10018 FAX (775)582-1736 ! II e i ! r Z ii I I i i it j it ii I �I N SECOND FLOOR W I w FRAMING PLAN un ___ _-: -:----- -- -- - -:- - -- - - - - O SECOND FLOOR FRAMING PLAN -- z S-112 .00 0 PROJECT: 293 F. F_ (2) li X llg LVL HEADER x 6X6 POST , 6X6 POST z O DOUBLE C5 2X8 CLG IJOISTS @ x E X( POST --- ------------- 6X6 -Pu 1 X 114 LVL HEADER-----_, 2 X 12 @16" 0.C. ---------- - ------------- ------- --------- ------------ 6YR �P n Q.T ---------- ----------- =====4 1 Ld 6XE 6XE Pb':T ...... X6 I :' ) (2 ) 1 X 11 LVL HEADER - L OST 6X6 :lOS'l 1:OWN li 6XST (2) 74" LL HEADER 1 2) 74" LVL HEADER E FD ')OWt _f)m-po­�_ T -u0 -E X6--i OST 1 0571 -dp Po<:T__tl: 77- 1 ILING ---------- TRAY CE . ........... 6Xf F DST j .. .......... BELOW 6X6 POST 6XE POST X6os� UP TO RIDG BE I\M (2 ) 1 X 119 LVL HEADER X6 OS OWN Lo 6XE -------- ISSUED FOR PERMIT 07.25AS OWN FDST JIDGE BO OULE dC5 HOTCHKISS HOUSE (.0 J 6331 EAST MAIN ROAD FISHERS ISLAND,NEW YORK 06390 St 6X6 POST -------------------- ---------- ­_­1 I 6X16 POST 6X6 POST 6X6 POST 6X6 PO 6XI6 POST 6XIS POST POST 6X6 ----------------- (2) 14 3 X 11 LVL HEADER l' K X 1 Lk HIADE R (2 li 11i LV. HE10ER . In 2) X 11 1 VL AI ER - - - - - - - - - . . . . F-D Af? 0 Ld LL_ I'm t),I - BEAM < 40 Of 00 xFOF NO KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582:1736 ATTIC FRAMING PLAN 01 ATTIC FRAMING PLAN z 0 S-1-13 ,00 PROJECT: 293 ------------ L 2 x 12'@16" 0.C. Dul-IRLE RAFTFRS o Lu OVER BUILD ROOF ROOF BELOW J - -- ----------- ------- ---------- -------------------- --------- ---------- -- Z� VL I�EADJ�R @... .. ROOF BELOW 1 ......... ... 04 - (2) 11j STR CT AL LVL RID B AM EIX6OST6X,) PC 6X6 P ST 6� 3 PGST 6XJIPO! T 16X�j P,01 ROOF BELOW 11 lit LL- 11 11 11 1 ii J"L\ BEAM 1;7 'i ISSUED FOR PERMIT 07.25.18 0 . 1Lli - - - - - - - � LL w < LL- L- ILL < [if ILL. HOTCHKISS HOUSE 6331 EAST MAIN ROAD Ld FISHERS ISLAND,NEW YORK 06390 ROOF BELOW r Lp ----------- LL 11 1 11 h ED 44 ROOF BELOW 9 Of NEIN KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL,(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 ROOF FRAMING PLAN 01 ROOF FRAMING PLAN 1/4"l S-11.4.00 PROJECT: 293 GENERAL STRUCTURAL NOTES BUILDING DESIGN LOADS LIVE LOADS RESIDENTIAL DWELLING HABITABLE AREAS WOOD NAILING SCHEDULE FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF REFERENCE IS MADE TO DRAWINGS UPON WHICH SNOW LOADS CONNECTION NAILING GNCB CONSULTING ENGINEERS, P.C. 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) JOIST TO SILL OR GIRDER,TOE NAIL 3-8d WORK IS BASED: GROUND SNOW LOAD, Pg=20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF STRESSES: BRIDGING TO JOIST,TOE NAIL EACH END 2-8d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc ARCHITECTURAL DRAWINGS BY: KINLIN RUTHERFURD ARCHITECTS, PLLC WIND LOADS BENDING, REPETITIVE USE Fb = 1, 035 psi TOP PLATE TO STUD, END NAIL 2-16d 330 WEST 38TH STREET, SUITE 1006 WIND EXPOSURE CATEGORY: D BENDING, SINGLE USE Fb = 900 STUD TO SOLE PLATE,TOE NAIL 4-8d NEW YORK, NY 10018 TENSION PARALLEL TO GRAIN Ft = 575 BASIC WIND SPEED= 120 MPH (3 SEC. GUST) COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 DOUBLED STUDS, FACE NAIL 16d AT 24"oc SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc PREPARED FOR: HOTCHKISS HOUSE COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d FISHERS ISLAND, NY GENERAL MODULUS OF ELASTICITY E = 1,600,000 CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 2 WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE ALONG EACH EDGE DATE: MAY 14,2018 RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. PER MANUFACTURER'S RECOMMENDATIONS. CEILING JOISTS TO PLATE,TOE NAIL 3-8d 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d AND EXISTING CONDITIONS. AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF OTHERWISE. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES RAFTER TO PLATE,TOE NAIL 3-8d 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING UNLESS OTHERWISE NOTED: BUILT-UP CORNER STUDS 16d AT 24"oc AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP LIST OF GNCB DRAWINGS: FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO AND BOTTOM AND STAGGERED METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, BENDING, SINGLE USE Fb = 2,600 2-20d AT ENDS AND AT S1.0 GENERAL NOTES&TYPICAL DETAILS WIND AND OTHER LATERAL FORCES. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 EACH SPLICE S1.1 FOUNDATION PLAN HORIZONTAL SHEAR Fv = 285 PLYWOOD: UNLESS OTHERWISE S1.2 SHEAR WALL&PORTAL FRAME COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 NOTED LOCATION PLAN FOUNDATIONS PARALLEL TO GLUE LINE-TENSION STRESS Ft = 1,555 APA-RATED PLYWOOD S1.3 TYPICAL DETAILS FLOOR SHEATHING S2.1 SECTIONS&TYP DETAILS 1. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON 3/4"TONGUE AND GROOVE 8d NATURAL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC 6. BUILT-UP LV2s TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. MATERIALS OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE ROOF SHEATHING 5/8" 8d ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. WALL SHEATHING-PER SHEAR WALL NOTES 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD OR OTHER FINISH APPROVED BY ENGINEER. NOTES: CONDITIONS ENCOUNTERED. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. SCHEDULE BASED UPON COMMON WIRE NAILS. 4. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. 11. WOOD I-JOIST SERIES INDICATED ARE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 5. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 6. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 7. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALL FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. MASONRY EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS COMMON WIRE NAIL DIAMETERS RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY 1. ALL MASONRY WORK SHALL CONFORM TO THE BUILDING CODE ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL REQUIREMENTS FOR MASONRY STRUCTURES ACI 530/ASCE5/TMS402. 6d 0.113" BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. 2. CONCRETE MASONRY UNITS, HOLLOW CORE,CONFORM TO ASTM C90 8d 0.131" WITH SPECIFIED COMPRESSIVE STRENGTH OF 1,500 PSI. 10d 0.148" REINFORCED CONCRETE 3. ALL MORTAR SHALL BE TYPE S. 12d 0.148" 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. 16d 0.162" 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. 20d 0.192" 16 DIA. 16 DIA. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE _ 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING a _ AS FOLLOWS: REINFORCING. 4_ a-• WALLS AND FOUNDATIONS 3,000 PSI 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED `8 OR PLASTIC BAR POSITIONERS. CO INTERIOR SLAB ON GRADE 3,500 PSI 8. VERTICAL BAR#4 AROUND WALL OPENINGS. p 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 10. GROUT PER ASTM C476. a p GRADE 60. HOOK ALL HORIZ. 4. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. REINFORCEMENT ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR AS SHOWN OR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN Q PROVIDE HOOKED POSITIONS INDICATED. SPLICE BARS(TYP) 5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: WALL INTERSECTIONS WALL CORNERS H OTC H KI SS HOUSE CONCRETE POURED AGAINST EARTH 3" FISHERS ISLAND,NY CONCRETE POURED IN FORMS, BUT EXPOSED TO EARTH OR WEATHER: HORIZ. a. BARS#5 AND SMALLER 1-1/2" REINFORCEMENT (D b. BARS LARGER THAN#5 2" CONT.THROUGH JOINT ~ 1 30 FI M Sl RI I l POST Of ICF BOX 802 j� GNU C.311.3 SAYF3ROC3K 6. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. T T/3 T/3 CONNFCI Icul 06475 PI IONF:860 -188 1214 d FAX: 860 388 4613 1/2„DIA.ANCHOR p Consulting Engineers, P.C. GN( NGINI I IRS.(c�,M BOLT WITH - I � •- 3"x3"x.229" 4 Q PLATE WASHERS i U.N.O. i CONSTRUCTION JOINT SOF NEW YO G i WELDED WIRE SAW CUT VRlg FABRIC CONTROL JOINT ASSQPG�� �Qa ( � .. REINFORCEMENT SOON A s5 1 1/2"CLEAR ON CONCRETE WILL y BRICK OR BLOCK NOT RAVEL(24 HRS 836•0 `'Zs `d �. SUPPORTS � MAX) M;o' TYPICAL CONCRETE WALL REINFORCING F° o�Ss�o�'P�' ' DETAILS KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SURE 1006 TEL:(212)6952988 r 00 GRAVEL NEW YORK,NEW YORK 10018 FAX:(775)582-1736 VAPOR RETARDER PER ARCHITECT 245 CONT. 5,�- ' SLAB ON GRADE BEARING SURFACE: TYPICAL ANCHOR BOLT DETAIL 3"CLEAR COVER WITHIN THE BUILDING AREA NOTES: TYP BEARING WALL REMOVE ALL TOPSOIL, MAN-PLACED FILL, _-III-I I-I -I I -I - I- CONTROL SUBSOIL AND ANY OTHER UNSUITABLE - I I I I I ( -I I- I 1. PROVIDE MINIMUM 7"EMBEDMENT. JOINT. N MATERIAL TO EXPOSE NATURALLY DEPOSITED 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". TYP. X INORGANIC SAND/GRAVEL, OR REPLACE I IIIIIIIIIIIIII I (-III-III- 3. MIN.2 BOLTS PER PLATE. UNSUITABLE MATERIAL WITH COMPACTED 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. • -°b `:• " STRUCTURAL FILL _ on SEE ARCHITECTURAL DRAWINGS _ = FOR ANY INSULATION REQUIREMENTS 2'-0" moo, a GENERAL NOTES & TYPICAL DETAILS TYPICAL THICKEND SLAB UNDER INTERIOR TYPICAL SLAB ON GRADE DETAIL FOUNDATION -ANCHOR BOLTS BEARING WALL sloo PROJECT:P: 18024 21JUNE 2018 PERMIT SET 1 2 3 4 5 66-3 3/4" I 9'-4" 22'-2"+/- 1 15'-11 7/81, 1 18'-9 7/8" 1 6'-71/4" BOTTOM OF EXG CONC FTG i APPROX. 3'-6"BELOW ADJACENT GRADE OUTLINE OF \ 1 I BAY ABOVE \ A - - - - - - - - - - - - - - - - W ; + + I I i I 4'-11/2" 00 i 1 I 1'-0" 1'-0" -' 12'-41/8" CONC PIER ON I BOTTOM OF FTG FTG. 3 FT. MIN. BELOW ADJACENT CONT. CONC 2-1 1/2 SEE TYP. DETAILS 1 GRADE,TYP. FTG 2-0 I o I 12"x 12" 2'-2 1/8" 7" 7"1 00 -0 I 10 1' ' 9'-6" 1'-0' FTG PROJ. 8"CMU FOUNDATION FOR I I I 12"SQ. CONC PIER FIREPLACE ABOVE , +2'x2'x1'CONC FTG io I 10" I #5 BARS VERTICAL I SEE TYP DETAILS CONC I00 1 AT CORNERS I o i FOUNDATION U') WALL I 12"THICK CONC MAT FOOTING I N I— — — — — — — — — — — — — — — REINF WITH#5 BARS AT 12"oc i I EACH WAY BOTTOM 04 4N o I 1 11I 1 CRAWL SPACE 1 7 5/8" CMU 1— — — — — — — — — - —F T — — — — — �— 1 OUTLINE OF COVERED PORCH 1 I I ABOVE � I CRAWL SPACE ACCESS OPENING — — — — — I g - - - - - - - I — — — — — — — — — — — —f — — — — — — — — — — - - - - - - - - � ( I I , I 1 ► I ( - EXG CMU FOUNDATION ACCESS OPENING I — — — — I I ; zt TO REMAIN INTO CRAWL I I I I I I a, ACCESS OPENING SPACE I co (V r ioi - - -- -- — — -- — -- I 1 1 THICKENED I ; r --- SLAB UNDER -1'-31/2" I I I STAIR WALLS � I 2-5 3/4" 2'-6" 7 1/ 2'-6" 6 318" M I I ' 2" --- - FOOTING I I 1'-0" SEE TYP. I DETAILS I I 12'-11 1/2" zt CMIU ( - - - -- - 1 I � � 1 PIER I ��— 6x6 POST i:l 52.1 I io ABOVE I ❑ N t9 I ❑ POST DOWN EXTEND FIREPLACE FOUNDATION N I TO FTG 1 COURSE CMU TO SUPPORT + 2'x2'xl' POST LOAD ABOVE91 11-01,I 1 � 1'-0" 1 L4 N I , I_ _ - I to 8"CMU FOUNDATION FOR BASEMIENT I n FIREPLACE ABOVE SLAB CRAWL SPACE 1 1 7 5/8" 1'-31/4" 7 5/8" #5 BARS VERTICAL - AT CORNERS I OUTLINE OF SCREENED PORCH M 12"THICK CONC MAT FOOTING I ABOVE LO 1 I REINF WITH#5 BARS AT 12"oc I FIREPLACE I EACH WAY BOTTOM I FOUNDATION I PROJECTION FIELD CONDITION I I M H OTC H KI S S HOUSE DETERMINE WHERE EXG19 1 �' FISHERS ISLAND,NY FIREPLACE FOUNDATION AND I( NEW FOUNDATION MEET — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — — — — — — — —I - - ' I I I zt •• 1 3O I 1 M S1 RI F i M -' POST OFFICE Box 130: _ 5�5C �G Ewl Ch 0 CONNt Cl ICl1T OG-175 ----'---- ---- ----- --- 1'1IONI:8(,0 388 1224 F=AX: 860 388 461 3 CANTLABOVE (Consulting Engineers. P.C. C]NC131NGIN11 RS.(-()n1 6'-10 3/4" 6'4" 6'-4" r; PR I SATE 16'-91/2" T-1 1/4" NOTES: �IES ( F� 1. THE EXISTING HOUSE SUPERSTRUCTURE IS TO BE DEMOLISHED, LEAVING THE ABOVE COVERED PORCH ; EXISTING FOUNDATION IN PLACE. G 2. PRIOR TO HOUSE DEMOLITION,THE CONTRACTOR SHALL SHORE AND BRACE ALL c DN a _ _ FOUNDATION WALLS. �' c - - - - - - - - - - - - - — - - s/NAL ENG\ 3. REINFORCE FOUNDATION PER DETAILS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `(' 4. SHORING AND BRACING IS TO REMAIN IN PLACE UNTIL THE NEW BUILDING `� I - - - - - - _ _ _ _ — _ _ — _ _ — _ _ _ _ — _ _ — _ _ ( CONSTRUCTION IS STABILIZED. • IKINLIN RUTHERFORD ARCHITECTS, PLLC T STREET,330 WEST 38TH E 1006 212 cV - - NEW YORK,NEWRKS18FAX:( )562-1786 U, rt CONE PIER ON LEGEND FTG. ; SEE TYP. DETAILS TEXT INDICATES 2'-0" r EXISTING WORK 0 o STAIRS DN DECK ABOVE I I I A STAIRS TEXT INDICATES NEW ABOVE DN ABOVE x CONSTRUCTION ; ii ( 39'-0 3/4" 12'-81/4" 12'-8 1/4" 12'-8114" M FOUNDATION PLAN G n FOUNDATION PLAN SimiU PROJECT:P: 18024 21JUNE 2018 PERMIT SET 1 2 3 4 5 I I I I I D I I I PERF SHEAR WALL i I I I i I � I I I WALL CANTL OVER i I FOUNDATION WALL /'� OUTLINE OF � ALCOVE BAY q - - - - - - - - I - - - - - - ------ --- - - I I I � I � I J J 101, PERF. SHEAR WALL I PERF. SMEAR WALL I Tn w I a I � FIREPLACE IN LIBRARY WALL OPENING PER ARCH DWG ABOVE U I U j Cl EXTERIOR PERFORATED PLYWOOD SHEATHING SHEAR WALL I CONSEE SHEAR WALL BELOW WALL NOTES BELOW I Q I Tn ILL w 0.. THICKENED SLAB UNDER SHEAR WALL A(U) ❑ S2.1 ❑ w ❑ ❑ SHEAR WALL AT O STORAGE ROOM/STAIR ILL WALL a LI HOTCHKISS HOUSE FISHERS ISLAND,NY J WOOD STUD WALL FIREPLACE w 1 30 F F M 51 Rt F r � Q POST OF FICF 13OX 802 5 1/2" SHEAR WALL PANEL IN LIVING ROOM q� w ! . S IICL)l 6�K ABOVE � Q � � � coCONNF C11CU T Of,-375 HD9B Q PI IONI:860 388 1224 a: I / FAX: 860 388 4613 HOLDOWN E- r Consulting Engineers, P.C. GN031 NGINI I RS.CONI 2 3/4" _ BOLT,TYP. p iul a � SE OF I � v ES C - - - - - - - - - Imo• 17 SS��NALEN�\ �Q i CANT'L WALL EXISTING WALL OPENING PER ARCH DWG CMU FOUNDATION WALL BELOW ' PERF SHEAR WALL KINLIN RUTHERFURD ARCHITECTS, PLLC MI 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 x I PERFORATED SHEAR WALL NEW YORK,NEW YORK 10018 FAX:(775)582-1736 v -r G x SEE SHEAR WALL LEGEND AND r SHEAR WALL NOTES x -r- G x F: SHEAR WALL & PORTAL M FRAME LOCATION PLAN -SHEAR WALL& PORTAL FRAME 1 LOCATION PLAN 1/411 = 1'-0" U S1m2 PROJECT:P: 18024 21 JUNE 2018 PERMIT SET EXTERIOR PLYWOOD LEGEND: WOOD SHEAR WALLS WALL SHEATHING APPLY AT ALL TYPICAL AND SIMILAR CONDITIONS PER SHEAR WALL 5" HOLDOWN HARDWARE 5" MIN. FROM END OF SEE SHEAR WALL NOTES FRAMING CONDITION CONNECTOR COMMENTS GRAPHIC NOTES ANCHOR BOLT SHEAR WALL PANEL JOISTS FRAMING TO LEDGERLOKS AT CONT PT CO FOUNDATION WALL 2x6 WOOD o 0 LEDGER ON FLOOR STAGGERED TOP AND LEDGER w BELOW X STUD WALL RIM BOTTOM 8"oc JOIST Q CONT RIM PER PLAN HANGER BOARD OR U.N.O. 3 1/2' M 311�� MIN.WOOD FRAMING WALL STUDS N MEMBER THICKNESS 1-- SHEAR WALL PANEL FOR SHEAR WALL REQUIREMENTS CD ATTACH LANDING TO HOUSE FRAME, SIMPSON DTT2Z INDICATES WOOD SHEAR WALL: TENSION TIE WITH HOLDOWN HARDWARE LEDGERLOK 2 MIN. REQUIRED AT EACH END OF SOLID WALL SCREWS (NOT OPENINGS) STAGGERED SEE HOLDOWN(H/D) MODEL PER PLAN BEAM AT TOP 2-5/8"GALV OF POST BOLTS DECK JOIST EXTERIOR PLYWOOD WALL SHEATHING JOIST PER SHEAR WALL HOLDOWN HARDWARE WALL OR DOOR HOLDOWN HARDWARE 51, 6x6 PT HANGERS NOTES 5" ANCHOR BOLT OPENING ANCHOR BOLT WOOD AT BEAM TYP _ pnST FOUNDATION WALL 2x6 WOOD a BELOW " STUD WALL - STAIR LANDING! PER PLAN M MIN.WOOD FRAMING STAIR CB66 U.N.O.POST 3 1/2' C14 31/2" MEMBER THICKNESS POST BASE BASE PERFORATED SHEAR WALL FOR SHEAR WALL REQUIREMENTS co 12"DIA 2 CONC PIER INDICATES WOOD SHEAR WALL: g w WITH 145 VERT+ WITH HOLDOWN HARDWARE HOOK AT EACH END AT CENTERLINE ww SEE HOLDOWN(H/D) MODEL O 3-#5 BARS PER PLAN C� w BOTTOM co o � EA-WAY SHEAR WALL LEGEND M F: CONCRETE m '� FOOTING 2'-0"SQ. 3"CLEAR COVER SHEAR WALL NOTES PROVIDE 1 1/4"x 18 GA 5/8"T&G ROOF SHEATHING,TYP. 1. SHEAR WALL LOCATIONS ARE NOTED ON KEY PLAN. TYPICAL EXTERIOR WHERE UPPER LANDING ELEVATED METAL STRAP WITH UNLESS NOTED OTHERWISE 2. SIMPSON HOLDOWNS AT EACH END OF STAIR FRAMING TO GRADE ELEVATION IS 12 FEET SUPPORTING 8-1 1/2"x10d NAILS PERFORATED SHEAR WALL PANEL. 2-2x LANDIN HD9B+7/8"DIA.BOLTS. HEIGHT OR MORE,AN INTERMEDIATE HOUSE FRAME PER SIDE EACH BEVELED LANDING IS REQUIRED FRAMING RAFTER BLOCKING AT 3. SIMPON SET EPDXY TIE ADHESIVE FOR HOLDOWN LSC ADJUSTABLE (16 NAILS PER STRAP) EACH RAFTER ANCHORS EMBEDDED INTO FOUNDATION. STRINGER HANGER ATTACHMENT TO 4 EMBED 7/8"DIA.ANCHOR 15"MIN. INTO FOUNUPPER LANDING HOUSE FRAME: 5. UNO, BUILD UP WOOD FRAMING AT SHEAR WALL OPEN JOIST HANGERS RAFTERS. SEE PLAN FOR SIZE. CHORDS OR USE SOLID WOOD POST AT EACH RISERS 2x CUT FOR SHEAR WALL PANEL END. ATTACH STUDS STEPS TOGETHER WITH 1/4"x 3"SDS SCREWS AT 8"oc. ® PLUS 2x6 SLOPED RIDGE BOARD. SEE PLAN FOR SIZE. INSTALL ANCHORS ® DECKING A MINIMUM OF 5"FROM ENDS OF FOUNDATION 2-2x6 WITH RIDGE BOARD - RAFTERS WALLS. POST BASE 6. PLYWOOD SHEATHING 19/32"(5/8") NAILED WITH 10d(COMMON WIRE NAIL SIZE) TO PIER TYP AT 3 oc AT PANEL EDGES AND 6"oc AT FIELD NAILING �\60TO INTERMEDIATE STUDS. x 7. NO HORIZONTAL JOINT IN SHEATHING FOR A LS50 ROOF RIDGE BOARD DETAIL MINIMUM OF 1 FT ABOVE AND BELOW RIM BOARD. CLIP SUPPORT 2x6 EA SIDE 0 8. SOLID BLOCK AT ALL PANEL EDGES WITH rip2-5/8"x4" 9. IF SHEATONAL SIZE TOHING IS INSTALLED ON BOTHATCH IS DES H OTC H KI S S HOUSE c LAGS.TYP 0 OF SHEAR WALL, OFFSET VERTICAL PANEL EDGES FISHERS ISLAND,NY 2x4 TO FALL ON DIFFERENT FRAMING MEMBERS. STABILITY 10. INSTALL HARDWARE PER MANUFACTURER'S BRACING 03/4"T&G ROOF SHEATHING,TYP. RECOMMENDATIONS. 12"DIA PROVIDE 1 1/4"x 18 GA , 6" 6" CONC METAL STRAP WITH UNLESS NOTED OTHERWISE 1"30 1 1 M til Kt 1 i PIER W/145 c 8-1 1/2"x10d NAILS G[�f%0 •=; 0) rosT ottfcr r10x -)K C71.1� SAYF312(3t)K CONNf CUCUT 06475 +HOOK PER SIDE EACH BEVELED , I'1 IONI:860 388 1214 CENTER 5/8"THRU RAFTER BLOCKING AT FAX: Nr,INI I ks.613 BOLT.TYP (16 NAILS PER STRAP) EACH RAFTER Consulting Engineers, P.C. FAX: 860 388 461 3 LL r- ILITYP SECTION SLOPED SEAT RAFTERS. SEE PLAN FOR SIZE. OF 2 FT.SQ. FTG. SEE REINF.ABOVE �. RAFTER HANGER ' 6 EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. 90 TYPICAL FRAMING DETAILS LRu G RIDGE BEAM - RAFTERS ° as SS10mN� v Tom'— RIDGE STRAP. INSTALL RIDGE BEAM ON KINLIN RUTHERFURD ARCHITECTS, PLLC PER MANUFACTURER'S POST 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 o I RECOMMENDATIONS NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i HIP BEAMS AND WASHERS REQUIRED. SIMPSON LFTA VALLEY BEAM BOLT HOLES 9/16"DIA. MAX. FLOOR TO FLOOR SIMILAR MIN. END DISTANCE 6". TIE ANCHOR OR COIL STRAP I SOLID T STRUCTURAL RIDGE BEAM AT POST c� AT CORNERS AND - PANELEDGES EDGES DGES EVERY OTHER I FLOOR FRAMING o z STUD BAY PER PLAN SIMPSON H2A w LAP PLYWOOD HURRICANE CLIP U) �'— PANEL 1-'0"MIN EACH RAFTER END ———— ABOVE&BELOW J ANCHOR POST TO BEAM o m I RIM BOARD i FLOOR WITH SIMPSON POST AT FIRST FLOOR FRAMING N C)_ CLIP CONNECTS LTS12 STRAP — — Z CONT RIM RAFTER TO STUD EACH SIDE LVUS BOARD 2'-0" SOLID BLCK � I ATPANEOEDGES TYPICAL DETAILS PLYWOOD WALL SHEATHING POST ON SUPPORT FLOOR TO FLOOR TIE WALL SHEATHING LAP RAFTER TO WALL CONNECTION ROOF RIDGE BEAM DETAILS MULTI MEMBER LVL CONNECTION S1m3 PROJECT:P: 18024 21JUNE 2018 PERMIT SET 15/32 PLYWOOD WALL SHEATHING, TYP. 10d NAILING AT 3"oc AT PANEL EDGES, 2x6 WOOD STUD WALL AT AREAS OF NEW FRAMING TO BE CONSTRUCTED CONT. LVL HEADER(PER PLAN) 10"oc AT FIELD,NP. AT 16"oc,TYP. UPON EXG CMU FOUNDATION, DEMO EXG FRAMING ' MIN.WOOD FRAMING THICKNESS DOWN TO THE TOP OF THE PER SHEAR WALL NOTES FOUNDATION.PER PLAN. NN. 8D NAILS AT 3"oc SIMPSON EA WAY AT LVL SHEARWALL 3/4"PLYWOOD T&G TOP OF FINISH FLOOR ELEVATION HOLDOWN+ FLOOR SHEATHING PER ARCHITECT,V.I.F. SIMPSON MSTC28 STRAP THREADED ROD ON INSIDE OF WALL W/FIN. FLR ELEV. PER ARCHITECT REMOVE(2)TOP EXG CMU COURSES. PER PLAN DETERMINE EXISTING BAR REINFORCING. :: MAX. FASTENERS. —" — — "— IF THERE ARE NO EXISTING VERTICAL BARS, 1/2"PLYWOOD SHEATHING ADD(1)#4 BAR AT 2 FT OC AND AT CORNERS o :: o OUTSIDE FACE W/8D NAILS LVL AND GROUT CELLS SOLID. Z) AT 3"oc AT EDGES EA STUD RIM FLOOR FRAMING PT WOOD SILL+ ~ AND 6"oc IN FIELD ANCHOR POST TSEAM ANCHOR BOLT PER PLAN INSTALL NEW BOND BEAM BLOCK COURSE x Ix TYP. WITH SIMPSON AND NEW WOOD FRAMING. C4N (NOT SHOWN) LTS12 STRAP SEE TYP. DETAILS SOLID BLOCK BELOW EACH SIDE SHEARWALL CHORD 2-2x BLOCKING AT PLYWOOD JOINTS OR E/CAS POST ON LVL BEAM A BAR (2)#4 BARS SIMPSON HDU4 POST BAS HEADER + CRAWL SPACE CORNERS BOND BEAM W/5/8"DIA x 1'-4"EMBED ANCHOR BOLT OR EPDXY .. :. FULLY GROUTED BLOCK 8"and 14-SDS 1/4"X 2 1/2"SCREWS �x . - °x x '` CONCRETE SLAB TO POSTS SEE TYP.DETAIL 2-5/8"SILL ANCHOR BOLTS W/PL WASHERS COLUMN CAP EXISTING C NIU SOLID 3/16"x2"x2" CCQ �, GROUT FROST DEPTH: _ Lc ADJACENT GRADE CMU WALL —� CMU WALL TO BOTTOM OF FTG - HEADER/POSTS - -� EXISTING FOOTING CONC FOOTING SEE PLANS FOR LOCATION CONC FOOTING POST/BM DETAILS END PIER END PIER OPPOSITE HAND REINFORCE EXG CMU FOUNDATION WALL SECTION PORTAL FRAME AT SCREENED PORCH OOR JOIST FLOOR JOIST �-R PLAN PER PLAN SIMPSON JOIST HANGER D x AT EACH JOIST EACH SIDE OF BEAM 1 SUPPORTING BEAM PER PLAN I HOTCHKISS HOUSE 2x6WOOD STUD --► -•- PLYWOOD FISHERS FLUSH FRAME BEAM/JOIST WALL SEE SHEAR WALL NOTES 1 1130 1 I M s I RI F •'% POSf Off ICE BOX 802 COI 17 SAY13R"C)K 0) � CONNFCIICUI 06475 1 3/4"x 117/8"LVL 10"CONC TOP OF FIN FIRST VI ION[:860:188 1224 RIM BD,TYP. FOUNDATION WALL FLOOR FAX: 860 388 4613 REINF.W/ P.C.3/4" Consulting Engineers. . NCI#N<,IN)FKS. C),M #4 BAR VERTICAL DOWELS T&G PLYWD +STD HOOK AT 18"oc i 13/4"x 117/8"LVL FLOOR SHEATHING +#4 BARS HORIZ AT TOP, REFERENCE DATUM �E OF RIM BOARD MIDHEIGHT&BOTTOM OF TOP OF PLYWD 5�P CONT WALL AT 2 FT oc. o„ �P s I m - J - - - - - - - - - - - - — - - - - TJIJOISTPERPLAN M - - — ANCHOR BOLTS- �-= -�- SEE TYP DETAILS �-�- �-_ - - -I- - - — FOUNDATION _ PER TYP. DETAIL TOP OF WALL - - - - - - - - �-- - - - - - - - - - — - - - - - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1'-221/8" Ssr0NAILL�G\ 2x PT °� - — - - - - - - — - — - - — - — - — - — - — - SILL PLATE o =v, L l GRADE APPROX GRADE TOP COURSE 8"CMU EXG CRAWL SPACE TOP COURSE 8"CMUco "' CONC 10 a VARIES BOND BEAM&EXG CMU a' BOND BEAM& EXG CMU WALL a. p q REINF-SEE SECTION 1 REINF-SEE SECTION 2x4 CONT F- " FROST DEPTH: KINLIN RUTHERFURD ARCHITECTS, PLLC i KEY,TYP. p MIN 3 FT FROM ADJACENT GRADE of TO BOTT OF FTG 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 - - - - - -I- - _ - - - - - - - - - - - - - - - - - - - _ -_ - - - - - - - - - - - - - - - - - - - - - NEVNYORK,NEW YORK 10018 FAX:(775)582-1736 v I w O _I = STEP FOOTING CRAWL SPACE Q z -- " 6" 1'-0" 6" AS REQUIRED AS EXG BASEMENT �w GRADE CHANGES -5'-0 5/8" i c/) APPROX 7 5/8 CONT CONC FTG 7" 10" 7" Low v 0 EXG FTG REINF W/245 BARS Q SIZE&DEPTH CONT, BOTTOM,TYP. 2'-0" i V.I.F. X MIN CLEAR COVER 4 TOP SLAB -- - _ - - — _ BASEMENT_ fl y SECTIONS & TYP. 7 5/$" CMU DETAILS J z SECTION 1 PROJECT:P: 18024 S2ml 21JUNE 2018 PERMIT SET