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Town of Southold �o�SUEFOt�� 5 Annex 1/27/2012 4375 Main Road Southold,New York 11971 w � s`'.,rirrso,r CERTIFICATE OF OCCUPANCY No: 35416 Date: 1/27/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Ocean View Avenue, Fishers Island, SCTM#: 473889 Sec/Block/Lot: 9.41-7.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/6/2009 pursuant to which Building Permit No. 34535 dated 3/26/2009 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: alterations and additions, including sprinkler system, to an existing one family dwellingas s applied for. The certificate is issued to Highland House FI LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0005 11/8/10 ELECTRICAL CERTIFICATE NO. 34535 10/14/10 PLUMBERS CERTIFICATION DATED 9/29/10 Glenn Gallo Autho ' e '§igoture FORM NO. 3 TOWN OF SOUTHOLD '. BUILDING DEPARTMENT Town Hall Southold,, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34535 Z Date MARCH 26, 2009 Permission is hereby granted to: HIGHLAND HOUSE FI LLC OCEANVIEW AVE FISHERS IS,NY 06389 for . ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING . AS APPLIED FOR at premises located at OCEAN VIEW AVE FISHERS ISLAND County Tax Map. No. 473889 Section 009 .Block .0011 Lot No. 007 . 012 pursuant to application dated MARCH 6, 2009 and approved by the Building Inspector to expire on SEPTEMBER 26, 2010 . Fee $ 2, 205 . 20 Authorized.' Signature ORIGINAL Rev. 5/8/02 Form No:6 TOWN OF SOUTHOLD � � � BUILDING DEPARTMENT R V TOWN HALL 765-1802 DEC 1 7 2010 APPLICATION FOR CERTIFICATE OF OCCUPANCY BLDG.DEPT. This application must be filled in by typewriter or ink and submitted to the Building Dep rtme t F 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$25.00, Additions to dwelling$25.00, Alterations to dwelling Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Conn-nercial $15.00 Date. 1 Z O New Construction: Old or Pre-existing Building: V"O" (check one) Location of Property: 0 C,E.bJ ''brC---VJ AeVE House No. Street Hamlet T'_5C;tN"D Owner or Owners of Property: K-t 0kit t RnA s:r F�z L« , Suffolk County Tax Map No 1000, Section Cl Block ( Lot 1 �. Subdivision Filed Map. Lot: Permit No. 3 If 5'3-G' Date of Permit. � 2fa ®�Applicant: 13rke-e— 1>IL Health Dept. Approval: Underwriters Approval Plamzing Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _5_6 Applicant Signature SO!/T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �� • �o roger.richert(a)town.southold.ny.us 0UNT1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter&Susan Lawrence Address: 27 Ocean View Ave City: Fishers Island St: NY Zip: 6390 Building Permit#: 34535 Section: 9 Block: 11 Lot: 7.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting Inc 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 Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 63 Ceiling Fixtures 45 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 27 Smoke Detectors Main Panel A/C Condenser 5 Single Recpt Recessed Fixtures 15 CO Detectors 2 Sub Panel 2 A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances N81 Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 2-20 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7-exhaust fans Notes: Inspector Signature: eeW4 4Zt7 Date: Oct 14 2010 81-Cert Electrical Compliance Form r TEL. 765-1802 ' • • oOc�v��OLk�Oy TOXIN OF SOUTHOLD r`c OFFICE OF BUILDING INSPECTOR P.O. BOX 728 �,. TOWN HALL SOUTHOLD, N.Y; 11971 ` 1 C E R T I F I C. A'-T. I O :N ' Date ` Building PerYidt Noa Owner please print) Plumber (please print) I .certify that the solder used in the water supply system contains less than 2/10 of 1% .lead. (pluanb6r 's signature) Bwor� to before me this ;3 0 day of . 0-°[® A, 4 Not. ry .Public . Potary Public o County GEORGE-E.gzEABODY,JR, WCOM ISSI011 E,P;G,F4 OCT.31,2010 - �ch { S G�� FIELD INSPECTION REPORT DATE COMMENTS . �ro FOUNDATION(1ST) �y -------------------------------- FOUNDATION(2ND) �u z 0 ROUGH FRAMING& PLUMBING / I \ INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS z m C �t y O C z '\fix I y fv y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION C4GK,LIST 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 SoutholdTown.NorthFork.net PERMIT NO. � �� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined _ ,20 D�F Storm-Water Assessment Form Contact: Approved 4,2001 Mail to: Disapproved a/c Phone: Expiration ,20 / Building Inspector DE C E � W � TION FOR BUILDING PERMIT IS l� V Date M Mac,6+ 5'fit. , 2009 MAR - 6 2009 INSTRUCTIONS a. T is ap lication MUST be com letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plansi accurate plot 05PKcale.Fee accc rding to schedule. b.Plbt planq frWIMf JoL2ncl n F 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. A &a4,/� k��Z P (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder $RUCE D • Ktt,1LL1.4 -A-RC"kI-eGT Name of owner of premises 1-k t GH D +}ou5,F_ F 1 I LLC . (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: 1+1 C-T•-V 1.At,4 D -H OL 5e✓ 1=1 L LC , O OE AN V 1-S-W AUe • � l-fl AT-H•u 1.1 E: iAV e �1-1 S HsNe-S House Number Street Hamlet St-�naA County Tax Map No. 1000 Section Block 1 Lot —1 • 12 Subdivision Filed Map No. Lot r� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy St N Gt.E fP t•"ti► L'f DvJ4E L.L_ON40f b. Intended use and occupancy S%N CiLG mac. n I L`f D w;�:-uLAty Cr 3. Nature of work(check which applicable):New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost—,SOp x coo 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 9o� Rear 901 Depth 50 I Height 3,6 Number of Stories 3 Dimensions of same structure with alterations or additions: Front 90� Rear 901 Depth 50` Height -i8 Number of Stories 3 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 98�J t Rear 113 Depth 210 t 10. Date of Purchase yV0-1 11 ?KGB Name of Former Owner Scl_1TF-4 HuS��at�t�l7 tzuST 11. Zone or use district in which premises are situated R — So R.trs% oaN4T►4— L.oMl TpuN5►TY 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO ✓ K%C--!uarv60 "C VSE 0 QaW v k4aW PA)-E 4 14.Names of Owner of premises f-M , Luc Address Wegtivu E AVE• fZ Phone No. Name of Architect ??2.V CZ D• lc t N_%N Address33o w.36"0+Ss. cvy t44Phone No(r2-t 2) 4095-2988 Name of Contractor T?3 p Address (3O 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 ReW P�2y cC D • K�f%4 U N being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Prmc-A-k kTVC_T (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 bef me this �p day-of 20 P� R&WftbPt*862NDER Signature of Applicant Notary Public,State Of New York No. 01 EN5045343 Oualified In Nassau County COMMISSION Expires July 15, 20 03/16/2009 14:19 7656641 ,BOARD OF TRUSTEES PAGE 01 VXM4. Town . of Southold 1b. rzroslon,, Sediirnentation & SfOlrltti -Water Rini-off ASS' E5S1hENT PORM PROP FftTl'LOCATION,� S.CT.M.#, THE FOLLOWING'ACTIONS MAY REQUIRE-THE SUBMISSION OF A ` STORM-WATER iiRA01MG DRAI f Mp EROSION CONTROL PLAN biseriot Soctlotr lock tot -Z CEa i EA BY A!y SiC;N PitOFE5510 AL IN THE STATE_ NEW YOttiC. • Item Number. (NOTE: A Check Mari;(4).for eaoF-Quesllon Is-Required for a Complete Application) A —Yos No^ 'i T — T — — Will this Project Retain All•Storm-Water Run-Off Genomted by a Two'(24)inch Rainfall on Site?• ' (This Item will Incitida•all not-off created by site clearing and/or canstruc(lon activities as well as all Site improvement$and ilia permanent dMaWn df impervious surfaces.) 2. Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size a Localioh? This Item shall irrdlude all Proposed Grade Changes and Slopes Controlling Surface WetwFl6wl !!LL 3 ' Will this-Project Require any Land Filling,Grading or Exeevatlon where thare is a change to the N&taral Existing Grade Involving more than 200 Cubic Yards of Material within any PamiW 4 Wig this Application Require l,agd Disturbing Activities Encompassing on Area In F_ccess of V FNe Thousand(5,000)Square Feet of Ground Surface? rj Is there a Natural Water Course Running through-the S467 / la this Projebt within the Trustees Jurisdiction or within Ono Hundred(10V)feet of a Wdtland or 13each? V_ G Will there be Site preparation on Existing Qrade Slopes which FXcaad Fifteen(15)feet of Vertical Rise'to One Hiindfed(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-off' into and/or in the dirpotion of a Town right-of--way? $ Wilt this Project Require the Placefnent of Material;Removal'of Vegetation and/or the Construction of �•�J any Item Within the Town Might-of-Wayor•Road ShoulderArea? EJ'(This item will NOT Include the Installation of Driveway Aprons.) ' .!.v.l 9 Will dais Project Require Site Preparation within the One Hundred.(i00)Year Ficodplain of any Watercourse? NOTE: If-Any Answer to Questlons one through Nine Is Answered with a Check Mark in the Box, a Storm Water,Grading, — brainage A Erosion Control Plan is Required and Must be Submitted for-Review Prior to Issuance of Any Building Permiti• Ei, —_ —— XEMPTIO Yes ——Now Does this-Project mast the minimum standards for ciassifimflon as an Agricultural Project? Note: IF You Answered Yes to this Question,a Storm-Water,Grading,Dmlttitge•&Erosion Control Plan is NOT Requlr`edl ——————— --�--_ STATFOFNMYORK, `------------ COUNTY OF... �.YY(/.-r�C ........SS I ..................... being U sworn deposes th . . ••• Y p' and says diet he/she is ' e applicant for Petanit, • {Name of krdivkivaT signing oacument) Andthat he/she is the .................I......Ad..e,h �-..............-.. ............ ........... .......... ...:......... .,..:.. (Owner,,Conirm t,Agent,Corporate OM—,etc.) Owner and/or representative of the Owner of Ownees,and is duly authorized to perforttl or have performed the said work and fo make and file this application;that all statementa Contained ih this application are true to,the best of his knowledge and belief,and that the work will be.performed in the manner act 1'otth in the application filed herewith, Sworn to before me this; ........ ................day of..../J'4f`] l r✓ ........---•-,20-il f }� n ti/ Notary Fublic:. ..............�-Q.�....... rlsli(�(�.......---.......,...,..-. -------,.. ... LOIS ROTELLA I (Signature of AMlft ; FORM M � Q 6107 Notary NO.Pub1ic 01 R061314 Oew York V�l Qualified in New York o ty My Commission Expires + Suffolk Bureau of Electrical Inspectors, Inc. SUFFaLK BU'RE�1tJ �f 40 Nottingham Dr., Middle Island, NY 11953 �" p g Telephone: 1 631 495 8136 ELECTRICAL Fax: 1 631 980 6455 INSPECTORS, Inc. Email: SBEIGS@gmail.com REQUEST FOR INSPECTION FAX FORM REQUESTED ESTE D BY Date: Q Company Name: Name: License No. : Yr7c)$ - .r"n E Address: P . d . 5nx �D� . �l'S�P�S Ss1cI!�d VtJy Phone Number: r7gg8- 49.51 °� 39d JOBSITE INFORMATION (* indicates required information) *Name: ye.�-e E s (r-)f)--,a -" 1.a.0 C.e . *Address: 2 !� a P�, \Z e" f+tee *Cross Street: *Phone: (031 17gN - `78E'7 Permit No. : -7j!�53 Hagstrom map: Tax map District: 1000 Section: _ Block: 11 Lot: `I. 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 0�J A!7 (Please Circle All That Apply) *Is job ready for inspection: Yes/ Vo Rough In Final *Do you need a Temp Certificate: Des No Temp Information (if needed): *Service Size: (Ease 313hase 100 150 200 300 350 400 Other: *New Service Re-connect Underground Number of Meters Change of Service Overhead *Fax Temp to LIPA Fax Temp to Contractor D ex Orr.tl CwtrEct d LIPA Additional Information: OCT - 8 2010 BLDG.DEPT. TOWN OF SOUTHUD "•Ob /��d 77 }A�W TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT -q- o'w� F� _FORMER OWNER F� E ACR. S W, TYP It OF BUILDING RES. SEAS. VL. J` FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS f rJ —r 1 � � I>Y ces 14 AGE BUILDING CONDITION Pe/nIr4 t ��, � �• ` _�{� Gee s Q Q (�(-1 �� er r - M NEW NORMAL BELOW ABOVE 9-L j Z 55 g FARM Acre Value Per Value -Howv- �Z- `�3/�Z / Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD ' _ � - �Gta Meadowland DEPTH Hou a Plot BULKHEAD Total DOCK 3 .a Al- ■■■■■■■■■■■ ■■■■■■■■■■■■■■■■ •; : ®■■■■■■■■■■E!1■■■MEMO■■■■■■■■ ■M■MEM■r MEN MONO MONO M.M.51 NINE IMMEM DOE■NEE■S so MEfl Ed, MEN mollim ME ■�1�1■NEE■ f- ■■ME■■s■E ESE■®MERIMMEMmommolm WIN MIMMISIMME mom �isr ■MIN ■■MEN■�M wom■Mm�E■M■i■EE■�a■ MEN mom REM"Mom MMEMMEME NONE No ■■■■■■ NINIE■E■■■■EMEEE■MENEEEEEEEE■EMI v±jn 7rtc TO 4N OF -SOUTHOLD . P"!OPE"!TY RECO''.D C*47D' OWNER STREET VILLAGE DIST.1 SUB. LOT in FORMER OWNER N E- ACR., J S W -' I CODE DATE OF CONSTRUCTION C1e"aCrLk_ SYY�1 l-I LAND IMP. TOTAL DATE REMARKS 14 r�F t-l�spApt 1900 on 0,28 A cam:` �� Tu S5 w Lscil FS9 - C ® 4c. ►�®� Tillable FRONTAGE ON WATER Y Woodland FRONTAGE ON ROAD Meadowland DEPTH House. Plot BULKHEAD Total �1 Gar c n - •` 'Sea'+ �4.,<'- r 4 Bldg: Foundation Bath Extension Basement Floors ` `.::Extension Ext. Walls Interior Finish �4 Extension Fire Place Heat Porch Pool Attic ;Deck. Patio Rooms 1st Floor :.r Breezeway Driveway Rooms 2nd Floor ,. Garage :.. i n . x µ, irk °' ® ■®®■® ■��■■�®���1■ _ ■ i®■■■■ig ■SNME P ��■�■�■ MIN k' ME in �������®■ Lop . ®®ail ■■ vim■■��■�s��®t��� i��- .. �■O��■��i�, ��®■Its■ Kinlin Rutherfurd Architects PLC 330 West 38t^Street,Suite 1006 New York,NY 10018 212.695.2988 775.582.1736 fax March 6, 2009 Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, We are please to submit this application for the Highland House, on Fishers Island, NY. Enclosed for your revision are 4 sets of drawings, 1 stamped and approved plan for the Main House Septic System by the Suffolk County Department of Health Services and also a blank check to cover the required fees. If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, Bruce D. Kinlin,AIA www.kinIinrutherfurd.com Page 1 of 1 Kinlin Rutherfurd Architects PLLc n 330 West 381^Street,10th Floor U tt11 New York,NY 10018 II/� 212.695.2988 March 19, 2009 BAR 2 3 200 9 TOwBLDG QpT Pat Conklin �FS�UTyOLD Town of Southold Building Department 53095 Main Road Southold, NY, 11971 Dear Pat, Enclosed is documentation for the Lawrence house renovation project at Fishers Island that you are currently reviewing. We have completed a "res-check"for the house.All of the specifications from the insulation company and for the new triangle tube high efficiency boiler that we will be using are attached as well.The replacement windows will be Low E and argon filled as well. I am really pleased that we will be 18%above current energy code requirements.The review is for the entire house, and it includes the "sunroom".The windows.there will be low E argon gas filled as well. We are also putting in a new crawlspace exterior wall that is highly insulated. An enclosed drawing addresses the rain water retention system we will employ.There will be 5 drywells located around the house. The calculations and specifications are on the drawing. Also attached is a drawing showing the strapping system that will be used for the new window installation. Finally, for the "sunroom, where we are rebuilding that glass wall, we will be using an approved hurricane protection shutter system.The specification for that system is enclosed as well. I think these items address all the issues you brought up with me the other day on the phone. If there are any other issues, please give me a call. Thanks for your help with this review. � FGDAPR? Sincerely, 02, 0 Bruce D. Kinlin,AIA www.kinlinrutherfurd.com Page 1 of 1 Kinlin Rutherfurd Architects Pi_LC 330 West 38th Street,Suite 1006 New York,NY 10018 212.695.2988 775.582.1736 fax July 27, 2009 Robert Fisher Fire Safety Inspector Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Bob, Enclosed for your review are 3 sets of drawings showing the sprinkler system to be installed at the Highland House, on Fishers Island, NY(permit#34535 Z). If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, l Bruce D. Kinlin,AIA ® E C E[ WE JUL 29 M BLDG.DEPT. TOWN OF SOUTHOLD www.kinlinrutherfurd.com Page 1 of 1 Kinlin Rutherfurd Architects PLLc 330 West 381h Street,Suite 1006 New York,NY 10018 212.695.2988 775.582.1736 fax � E E 14E November 6, 2009 NOV 16 2009 BLDG.DEPT. TOWN 01 SOUTHOLD Mr. Gary Fish Town of Southold Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Gary, Please see the attached drawings regarding the renovation of the Highland House. As per your request, these drawings illustrate the exact location of the new foundation walls. Close inspection of the existing conditions in that location determined that the framing and foundation walls were rotted. It was necessary to rebuild the foundation and framing in the specified area. Thank you, I l Bruce D. Kinlin, AIA www.kinlinrutherfurd.com Page 1 of 1 September 13, 2010 Pat Conklin Southold Building Department Town Hall Annex Building 54375 Route 25 P. 0. Box 1179 Southold, NY 11971 (631) 765-1802 Dear Pat, This letter is to request a six-month permit extension for the Highland House FI LLC, located on Oceanview Ave. Fishers Island, NY.The permit number is 34535 with expiration date:09-26-2010. Please call our office, or send a response to confirm you have received our request. Best Regards, avia Da Silva flavia@kinlinrutherfurd.com P ffSEP1 WE010 BLDG.DEPT. TOWN OF SOUTHOLD i1C yijf'k, ,IN 71}(1:1 N: 1328.41 S / MONUMENT (FOUND) 1/ G�E q� 1MONUMfNT L (NOT [COVfRfD) N g�9. s�o\ \\ PROPOSED S I @\ `ROOF LEADER r�po•4 RESIDENCE S \ MONUMEM 6•PVC WYE I ; (FOUND) \ \\ AVED DRNEWAY OVERFLOW I ~ 6•PVC CUT Q ; TO LENGTH MIN.6'SOIL COVER p \ OVER DRYWELL BLOCKS AND CATCH I W \ BASIN GRATE TO GRADE lLl \ (NEENAH R-2525-F)OR EDUAL n m \ FILTER FABRIC I Io \\ 6'PVC SOB 75 = 90'BEND � TO ADJACENT DRY WELL 0 0 O O m I W s s oo00m I V I \ 6'SDR 75 PVC i O ♦ i \ SLOPE AS REWIRED c 0 0 O O m 1 �.°•G� \ 1"STONE OR O O O O m , \ SCREENED GRAVEL MONUMENT /...NGGARAGE/coTrA_(FOUND) \\ AK m"c STORMWATER DRYWELL DETAIL B' !TIT TO SCALE 2.OVERHAN \ �qe /MS qOO� y\p'f��o�SE MONUMENT 1 `\ (FOUND) I} !I MONUMENT DRAINAGE CALCULATIONS (BURIED) ` / IRON PIPE t ` ROOF AREA = 3272 SF (NOT RECOVERED) (STING 4't HIGH REQUIRED = 3272 X 2/12 = 545 OF -RETAINING WALL SHED® I `\ 545 CF / 20.26 CF/VF = 19.28 VF USE FIVE (5) — 6'0 X 4' DEEP DRY WELLS. 1 \ AREA OF WORK EXISTING PORCH TO BE PERFORMED TO REMAIN UNDER THIS PERMIT EXISTING PORCH TO DE REMOVED OCK GARDEN f \ / TREWS 'lb �� \ CONCRETEY- �. \ FOUNDATIO DECK REMAINS i CONCRETE i7 M_, WALK t ii MONUMENT `t '` COVERED �L PERMITSET 03.19.09 NOT RECOVERED) PORCH PROVIDDE DRY WELL FOR ROOF DRAINAGE (5) — SEE DETAIL R"90N ss 0AE / //\/ `'°� �,♦ � '� / � �`\ HIGHLAND HOUSE • g LOT Z 12 AREA = 198,679E SF (4.56t ACRES) ..aa rn E%lS 3'f HIGH / \ N/F s.NE wuL unHc 's�1,, \ PROPERTY UH \ \ LUCINDA J. HERRICK t / I % N: 606.34 0. 20'UDLrrY EASEMENT tt )' USER 9101.PG.259 g,FQ AR N/T KINLIN RUTHERFURD ARCHRECTS,PLLC / \` ''I wwEsraam smm.surt soo° mR>�assasas 029 /..off/ Rswraucrmvmrocwme Nxpls7 sexv3e / �. TF OF NE �`�• \`\ i �� (NOTRECOVERE0)NIF > >�• \ N LUCINDA J. �uRSE BOULDER MONUMENT DRY WELL HERRICK BOULDERS (FOUND) \\ \ LOCATION PLAN 01 SITE PLAN N F O \ s \RUSSHOELL AS WRUS7\ A021 ` - AGREEMENT PROJECT:127 REScheck Software Version 4.2.1 Compliance Certificate Project Title: Highland House Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 20% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Ocean View Ave.&Heathulie Ave. Bruce Kinlin Fishers Island,NY Kinlin Rutherfurd Architects,PLLC. 330 W 38th St. Suite 1006 New York, NY 10018 212-695-2988 bruce@kinlinrutherfurd.com Compliance: Compliance:18.6%Better Than Code Maximum UA:1033 Your UA:841 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Roof/Ceiling 2nd&3rd Floor:Cathedral Ceiling(no attic) 2977 49.2 0.0 63 North Wall 1st Floor:Wood Frame,24"o.c. 266 18.2 0.0 12 Window 101:Wood Frame:Double Pane 8 0.310 2 Window 137:Wood Frame:Double Pane 10 0.310 3 Door E101:Solid 23 0.320 7 Door E102:Solid 19 0.320 6 North Wall 2nd&3rd Floor:Wood Frame,24"o.c. 487 18.2 0.0 25 Window 201:Wood Frame:Double Pane 12 0.310 4 Window 202:Wood Frame:Double Pane 12 0.310 4 Window 203:Wood Frame:Double Pane 12 0.310 4 Window 204:Wood Frame:Double Pane 12 0.310 4 Window 301:Wood Frame:Double Pane 9 0.310 3 Window 302:Wood Frame:Double Pane 9 0.310 3 Window 206:Wood Frame:Double Pane 7 0.310 2 West Wall 1 st Floor:Wood Frame,24"o.c. 731 18.2 0.0 34 Window 132:Wood Frame:Double Pane 21 0.310 7 Window 133:Wood Frame:Double Pane 16 0.310 5 Window 134:Wood Frame:Double Pane 16 0.310 5 Window 135:Wood Frame:Double Pane 21 0.310 7 Window 136:Wood Frame:Double Pane 11 0.310 3 Door E108:Solid 21 0.320 7 Door E109:Solid 21 0.320 7 Arched Door:Glass 35 0.310 11 SunRoom Stone Wall:Solid Concrete or Masonry:No Insulation 104 35 SunRoom Walls:Wood Frame,24"o.c. 510 18.2 0.0 12 Window 111:Wood Frame:Double Pane 12 0.310 4 Window 112:Wood Frame:Double Pane 5 0.310 2 Window 113:Wood Frame:Double Pane 12 0.310 4 Window 114:Wood Frame:Double Pane 7 0.310 2 Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck Window 115:Wood Frame:Double Pane 24 0.310 7 Window 116:Wood Frame:Double Pane 7 0.310 2 Window 117:Wood Frame:Double Pane 7 0.310 2 Window 118:Wood Frame:Double Pane 24 0.310 7 Window 119:Wood Frame:Double Pane 7 0.310 2 Window 120:Wood Frame:Double Pane 7 0.310 2 Window 121:Wood Frame:Double Pane 24 0.310 7 Window 122:Wood Frame:Double Pane 7 0.310 2 Window 123:Wood Frame:Double Pane 7 0.310 2 Window 124:Wood Frame:Double Pane 12 0.310 4 Window 125:Wood Frame:Double Pane 5 0.310 2 Window 126:Wood Frame:Double Pane 12 0.310 4 Window 127:Wood Frame:Double Pane 7 0.310 2 Window 128:Wood Frame:Double Pane 12 0.310 4 Window 129:Wood Frame:Double Pane 3 0.310 1 Window 130:Wood Frame:Double Pane 12 0.310 4 Window 131:Wood Frame:Double Pane 12 0.310 4 Door E105:Glass 34 0.310 11 Door E106:Glass 34 0.310 11 Door E107:Glass 18 0.310 6 West Wall 2nd&3rd Floor:Wood Frame,24"o.c. 425 18.2 0.0 17 Window 215:Wood Frame:Double Pane 13 0.310 4 Window 216:Wood Frame:Double Pane 13 0.310 4 Window 217:Wood Frame:Double Pane 13 0.310 4 Window 218:Wood Frame:Double Pane 5 0.310 2 Window 219:Wood Frame:Double Pane 7 0.310 2 Window 231:Wood Frame:Single Pane 18 0.310 6 Window 220:Wood Frame:Double Pane 7 0.310 2 Window 221:Wood Frame:Double Pane 9 0.310 3 Window 222:Wood Frame:Double Pane 9 0.310 3 Window 223:Wood Frame:Double Pane 9 0.310 3 Window 232:Wood Frame:Single Pane 19 0.310 6 Window 224:Wood Frame:Double Pane 9 0.310 3 Window 307:Wood Frame:Double Pane 5 0.310 2 Window 308:Wood Frame:Double Pane 5 0.310 2 South Wall 1 st Floor:Wood Frame,16"o.c. 219 18.2 0.0 10 Window 107:Wood Frame:Double Pane 14 0.310 4 Window 108:Wood Frame:Double Pane 14 0.310 4 Window 109:Wood Frame:Double Pane 14 0.310 4 Window 110:Wood Frame:Double Pane 14 0.310 4 South Wall 2nd&3rd Floor:Wood Frame,24"o.c. 420 18.2 0.0 22 Window 211:Wood Frame:Double Pane 10 0.310 3 Window 212:Wood Frame:Double Pane 10 0.310 3 Window 213:Wood Frame:Double Pane 10 0.310 3 Window 214:Wood Frame:Double Pane 10 0.310 3 Window 306:Wood Frame:Double Pane 10 0.310 3 East Wall 1 st Floor:Wood Frame,24"o.c. 751 18.2 0.0 36 Window 102:Wood Frame:Double Pane 8 0.310 2 Window 103:Wood Frame:Double Pane 6 0.310 2 Window 104:Wood Frame:Double Pane 15 0.310 5 Window 105:Metal Frame:Double Pane 15 0.310 5 Window 106:Wood Frame:Double Pane 15 0.310 5 Window 138:Wood Frame:Single Pane 6 1.010 6 Window 139:Wood Frame:Single Pane 6 1.010 6 Window 140:Wood Frame:Single Pane 6 1.010 6 Window 225:Wood Frame:Single Pane 6 1.010 6 Window 226:Wood Frame:Single Pane 6 1.010 6 Project Title: Highland House Report date: 03/20/09 Data filename: K:\1-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck Window 227:Wood Frame:Single Pane 6 1.010 6 Window 141:Wood Frame:Double Pane 7 0.310 2 Door E104:Solid 30 0.320 10 Door E103:Solid 19 0.320 6 East Wall 2nd&3rd Floor:Wood Frame,24"o.c. 431 18.2 0.0 20 Window 205:Wood Frame:Double Pane 9 0.310 3 Window 207:Wood Frame:Double Pane 9 0.310 3 Window 208:Wood Frame:Double Pane 13 0.310 4 Window 209:Wood Frame:Double Pane 9 0.310 3 Window 228:Wood Frame:Single Pane 11 1.010 11 Window 229:Wood Frame:Single Pane 11 1.010 11 Window 230:Wood Frame:Single Pane 11 1.010 11 Window 210:Wood Frame:Double Pane 14 0.310 4 Window 303:Wood Frame:Double Pane 5 0.310 2 Window 304:Wood Frame:Double Pane 7 0.310 2 Window 305:Wood Frame:Double Pane 7 0.310 2 Slope wall:Wood Frame,24"o.c. 644 49.2 0.0 24 Crawl Space Wall:Wood Frame 483 30.6 0.0 100 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' Inside below-grade depth:0.0' Sun Room Floor:All-Wood Joist/Truss:Over Unconditioned Space 370 35.7 0.0 10 Basement Ceiling:All-Wood Joist/Truss:Over Unconditioned Space 453 35.7 0.0 13 Overhung-2nd Floor:All-Wood Joist/Truss:Over Outside Air 498 52.6 0.0 10 Furnace 1: Forced Hot Air 95 AFUE Air Conditioner 1:Electric Central Air 13 SEER The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or specifications are in compliarle with this Code. 02 'f) I(,f"'( Name-Title Signature D to AR ky ,y �A h 02.9�$��0� rF OF N Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck ,jREScheck Software Version 4.2.1 r4lo' Inspection Checklist Ceilings: ❑ Roof/Ceiling 2nd&3rd Floor:Cathedral Ceiling(no attic),R-49.2 cavity insulation Comments: Above-Grade Walls: ❑ North Wall 1st Floor:Wood Frame,24"o.c., R-18.2 cavity insulation Comments: ❑ North Wall 2nd&3rd Floor:North Wall 2nd&3rd Floor,R-18.2 cavity insulation Comments: ❑ West Wall 1st Floor:Wood Frame,24"o.c.,R-18.2 cavity insulation Comments: ❑ SunRoom Stone Wall:Solid Concrete or Masonry:No Insulation,R-0(uninsulated) Comments: ❑ SunRoom Walls:Wood Frame,24"o.c.,R-18.2 cavity insulation Comments: ❑ West Wall 2nd&3rd Floor:West Wall 2nd&3rd Floor,R-18.2 cavity insulation Comments: ❑ South Wall 1 st Floor:Wood Frame, 16"o.c.,R-18.2 cavity insulation Comments: ❑ South Wall 2nd&3rd Floor:South Wall 2nd&3rd Floor,R-18.2 cavity insulation Comments: ❑ East Wall 1st Floor:Wood Frame,24"o.c.,R-18.2 cavity insulation Comments: ❑ East Wall 2nd&3rd Floor:East Wall 2nd&3rd Floor, R-18.2 cavity insulation Comments: ❑ Slope wall:Wood Frame,24"o.c.,R-49.2 cavity insulation Comments: Windows: ❑ Window 101:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 137:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 201:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 202:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 203:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 204:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 301:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 302:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 206:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 132:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 133:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 134:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 135:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 136:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 111:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 112:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Highland House Report date: 03/20/09 Data filename:Ull-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck ❑ Window 113:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 114:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 115:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 116:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 117:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 118:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 119:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 120:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 121:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 122:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 123:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 124:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 125:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 126:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 127:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 128:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 129:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 130:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 131:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 215:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 216:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 217:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 218:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 219:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 231:Wood Frame:Single Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck ❑ Window 220:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 221:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 222:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 223:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 232:Wood Frame:Single Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 224:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 307:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 308:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 107:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 108:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 109:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 110:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 211:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 212:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 213:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 214:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 306:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 102:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 103:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 104:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 105:Metal Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 106:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 138:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 139:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 140:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\1 27-Lawrence\1 27(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck ❑ Window 225:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 226:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 227:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 141:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 205:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 207:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 208:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 209:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 228:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 229:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 230:Wood Frame:Single Pane,U-factor:1.010 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 210:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 303:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 304:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 305:Wood Frame:Double Pane,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door E101:Solid,U-factor:0.320 Comments: ❑ Door E102:Solid,U-factor:0.320 Comments: ❑ Door E108:Solid,U-factor:0.320 Comments: ❑ Door E109:Solid,U-factor:0.320 Comments: ❑ Arched Door:Glass,U-factor:0.310 Comments: ❑ Door E105:Glass,U-factor:0.310 Comments: ❑ Door E106:Glass, U-factor:0.310 Comments: ❑ Door E107:Glass, U-factor:0.310 Comments: ❑ Door E104:Solid,U-factor:0.320 Comments: ❑ Door E103:Solid,U-factor:0.320 Comments: Floors: ❑ Sun Room Floor:All-Wood Joist/Truss:Over Unconditioned Space,R-35.7 cavity insulation Comments: ❑ Basement Ceiling:All-Wood Joist/Truss:Over Unconditioned Space,R-35.7 cavity insulation Comments: ❑ Overhung-2nd Floor:All-Wood Joist/Truss:Over Outside Air,R-52.6 cavity insulation Comments: Crawl Space Walls: ❑ Crawl Space Wall:Wood Frame,3.0'ht/0.0'bg/3.0'ext.insul/0.0'inside bg depth,R-30.6 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:95 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets, mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 18113. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. ❑ Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Highland House Report date: 03/20/09 Data filename:KM-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Highland House Report date: 03/20/09 Data filename:K:\1-ACTIVE PROJECTS\127-Lawrence\127(Main House)\cad\Permit Set\REScheck\Final Lawrence Rescheck Z & S CONTRACTING, INC. BOX 202•FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857•Fax:(631)788-5600 August 11, 2009 0 To: Mr. Bob Fisher and Mr. Bruce Kinlin Concerning: Lawrence Residence Please find enclosed material submittals to coincide with previously submitted fire sprinkler system plans, for approval. Permit#34535 Sincerely, Paul Contillo Z & S Contracting,Inc. pECElWE �!; ? 2009 BLDG: DEPT. TOWN OF SOUTHOLD Y :1 M�E�C NSA N 1(C-�AL Lawrence Residence Fishers Island New York Stairwell Sprinkler Coverage MECHANICAL MATERIAL SUBMITTAL 1. TYCO BlazeMaster CPVC 7 Rlaze acter_Bror_hure 3. BlazeMaster General Information 4. BlazeMaster Piping Material 5. Potter RD 13 Riser Manifold 6. Viking Concealed Residential Pendent 7. Tolco Figure 24 Hanger 8. Tolco Figure 28 Hanger 9. Tolco Figure 29 Hanger _ 22 Edgewood Avenue Waterford,CT 06385 Phone:860-437-8511:Fax 866 323-6825 email:bd_libertymechinc@snet.net Fire & Building AA Products rapid rasp®nse HOME FIRE SPRINKLER SYSTEM Technical Services: Tel:(800)381-9312/Fax:(800)791-5500 BlazeMaster ' CPVC Fire sprinkler Pipe & Fittings Submittal Sheet General Technical 4 Description Data l Tyco Fire & Building Products (TFBP) Sizes BlazeMaster CPVC Pipe and Fittings 3/4"to 3" are designed exclusively for use in wet �a pipe automatic fire sprinkler systems. Maximum Working Pressure �r They are made from a specially devel- 175 psi , oped thermoplastic compound com- Approvals posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, Nil chloride (CPVC)resin and state of the LPCB,MEA,and the City of Los Ange IN - art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu- � CPVC products are easier to install ary 2005 "Installation Instruction & than traditional steel pipe systems, Technical Handbook" for exact list- " •5` and at the same time,provide superior ing/approval information.) s heat resistance and strength as com- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters Pipe:ASTM F442, SDR 13.5 have brass inserts for durability. . Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439(Sch.80),ASTM F1970 grooved end valves and metallic pipe, with flexible grooved end couplings. Color Orange WARNING Tyco Fire& Building Products(TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMaster®is a registered trademark of Noveon IP Holding Corp. 2006 Pagel of 6" JANUARY, TFP1915" `• Page 2 of 6 TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT.OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft. Ibs./ft. PER LIFT lbs. 314" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-112" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 9—PIPE DIMENSIONS Installation Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the fin- ance with IH-1900, Rev. 0, January spection, testing, and maintenance of 2005"Installation Instruction&Techni- their fire protection system and de- cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls,permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service,notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART SCHD.NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) (lb.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 1" 11/16" 40 0.19 ( 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 I 80005 2-1/2" 1-9/16" 80 1.59 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4"x 3/4"x 1" 3/4" 3/4" 5/8" 40 0.14 80133 1"x 3/4"x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1"x 3/4"x 1" 3/4" 11/16" 3/4" 40 0.17 80260 1"x 1"x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x 1"x 3/4" 518" 5/8" 15116" 40 0.21 80136 1-1/4"x 1"x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1"x 1-1/4" 15/16" 15116" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 314" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-114"x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4"x 1-1/4"x 1-1/2" 1" 1" 1" 80 0.43 TIO ( 80140 1-112"x 1-1/4"x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-112"x 1-1/4"x 1" 9/16" 9116" 1-1/16" 80 0.38 80263 1-112"x 1-1/2"x 3/4" 9/16" 9/16" 1" 80 0.36 X Y ( 80264 1-1/2"x 1-112"x 1" 9/16" 9116" 1-1116" 80 0.38 80275 1-112"x 1-1/2"x 1-114" 7/8" 7/8" 1" 80 0.45 T/O T/O 80265 2"x 2"x 3/4" 3/4" 3/4" 1-318" 80 0.61 80266 2"x 2"x 1" 7/8" 7/8" 1-318" 80 0.66 80274 2"x 2"x 1-1/4" 1-1/16" 1-1/16" 1-318" 80 0.74 80267 2"x 2"x 1-112" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2"x 2-112"x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-112"x 2-1/2"x 1-114" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2"x 2-1/2"x 1-1/2" 1-9/16" 1-9116" 1-9/16" 80 1.48 80276 2-1/2"x 2-1/2"x 2" 1-9116" 1-9/16" 1-9/16" 80 1.50 80270 3"x 3"x 1-112" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3"x 3"x 2" 1-13/16" 1.13/16" 1-314" 80 2.25 80269 3"x 3"x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS&REDUCING CROSS 80009 314" 9116" 40 0.13 T/O 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-112" 1-1/16" 80 0.67 80013 2" 1-5/16" 80 1.00 80014 2-1/2" 1-9116" 80 1.91 T/O 80008 3" 1-13/16" 80 2.89 T/O T/O 80015 1"x 1"x 3/4"x 3/4" 7/8" 40 0.28 80025 3/4" 5/8" 40 0.09 90"ELBOW& REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 T/O 80029 2" 1-5116" 80 0.79 ( 80030 2-1/2" 1-9/16" 80 1.14 ( 80031 3" 1-13/16" 80 1.82 Y XxY X Y T/O 80032 1"x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2-FITTING DIMENSIONS(Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART SCHD NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) . (lb.) 45"ELBOW 80050 3/4" 3/8" 40 0.08 T/O-I 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/O<a3 80054 2" 3/4" 80 0.56 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 80075 314" 1/8" 40 0.07 COUPLING& 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-114" 3/16" 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 2" 3/16" 80 0.38 80080 2-1/2" 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1"x3/4" 1/8" 40 0.08 80200 1"x3/4" 7/16" 40 0.04 80201 1-114"x 3/4" 112" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2"x 314" 5/8" 80 0.16 80204 1-112"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-112"x 1-114" 3/8" 80 0.17 80206 2"x 3/4" 13116" 80 0.27 80207 2"x1" 11/16" 80 0.26 80208 2"x 1-1/4" 9/16" 80 0.24 80209 2"x 1-1/2" 7/16" 80 0.19 -I T/O 80215 2-112"x 1" 15/16" 80 0.42 80214 2-1/2"x 1-114" 13/16" 80 0.45 80213 2-1/2"x 1-112" 11/16" 80 0.46 80211 2-1/2"x 2" 5/8" 80 0.29 80210 3"x 2" 3/4" 80 0.72 80212 3"x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-114" 7116" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 2" 5/8" 80 0.31 T/O 80105 2-1/2" 7/8" 80 0.58 80106 3' 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 80160 1-1/4"x 1-1/4"Groove 2-5/16" 1-1/4"(1.660") 40 0.78 80161 1-1/2"x 1-1/2"Groove 2-5/16" 1-1/2"(1.900") 80 0.95 PIPE 80162 2"x 2"Groove 2-5/16" 2"(2.375") 80 1.42 O.D. 80163 2-1/2"x 2-1/2"Groove 2-5/16" 2-1/2"(2.875") 80 2.28 80164 3"x 3"Groove 2-1/4" 3"(3.500") 80 3.00 Lp 80169 2-1/2"x 76,1 mm Groove 2-5/16" 76,1 mm(3.000") 80 2.28 FIGURE 2-FITTING DIMENSIONS(Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) SCHD. (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4"x 1/2"NPT 7/16' 80 0.20 80176E 1"x 1l2"NPT 7116" 80 0.22 E:p 80175WL 3/4"x 1/2"NPT 7116" 40 0.16 80179 1"x 3/4"NPT 13116" 40 0.43 0 SPRINKLER HEAD ADAPTER mT/ 80175W 3/4"x 112"NPT 112" 40 0.19 80176W 1"x 1/2"NPT 112" 40 0.18 O SPRINKLER HEAD ADAPTER(SPIGOT) 80177L 3/4"x 1/2"NPT 112" 40 0.16 801 1"x 1/2"NPT 40 0. 0 801 80 80 1"x 3/4 7/8""NPT 7/8" 40 0.40 -I T/0 FEMALE ADAPTER 80142 3/4"x 3/4"NPT 13/16" 40 0.41 80145 1'x 1"NPT 7/8" 40 0.63 80146 1-1/4"x 1-1/4"NPT 1-1/8" 40 1.03 \ 80147 1-112"x 1-1/2"NPT 1-3/8" 80 1.42 80148 2"x 2"NPT 1-11/16" 80 2.66 T/O MALE ADAPTER 80157 3/4"x 3/4"NPT 1-5/16" 40 0.33 80158 1'x 1"NPT 1-3/8" 40 0.56 T/O— xxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4"x 3/4"x 1/2"NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1"x 1"x 1/2"NPT 11/16" 11116" 1-3/16" 40 0.29 ATEM T/O 80249 1"x 1"x 1"NPT 15/16" 15/16" 1-9116" 40 0.73 80256 1-1/4"x 1"x 1/2"NPT 7/16" 9/16" 1-5116" 40 0.30 80252 1-1/4"x 1-1/4"x 1/2"NPT 7/16" 7116" 1-5/16" 40 0.31 x Yt 80257 1-1/2"x 1-1/4"x 112"NPT 1/2" 11/16" 1-7116" 80 0.43 80254 1-1/2"x 1-112"x 1/2"NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O T/0 80258 2"x 1-1/2"x 1/2"NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2"x 2"x 1/2"NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2—FITTING DIMENSIONS(Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) SCHD. (Ib) BACK-TO-BACK TEE X x Y x Z X Y,Z X T/O I Y 80459 1"x 1/2"NPT x 112"NPT 518" 1-5/16" 40 0.48 —j II I Z( 60460 1"x 1/2"NPT x 112"NPT 5/8" 1-3116" 40 0.46 TIO—1--i—I--T/O BACK-TO-BACK CROSS X x Y x Z x W X,Y Z,W X T/O i I � I w I 80462 1"x 1"x 112"NPT x 112"NPT 5/8" 1-3/16" 40 0.46 60463 1"x 1"x 1/2"NPT x 1/2"NPT 518" 1-5/16" 40 0.47 T/O ly T/0 T/O SPRINKLER HEAD X x Y X Y ADAPTER 90'ELBOW Y T/O I 80199 3/4"x 1/2"NPT 9/16" 1" 40 0.20 80198 1"x 1/2"NPT 3/4" 1-114" 40 0.26 X' l 80196 1"x 3/4"NPT 1-1/16" 1-7/16" 40 0.26 FIGURE 2—FITTING DIMENSIONS(Part 4 of 4) by TFBP to be defective shall be either of merchantability and fitness for a par- Limited repaired or replaced, at TFBP's sole ticular purpose. option. TFBP neither assumes, nor This limited warranty sets forth the ex- Warranty authorizes any person to assume for it, elusive remedy for claims based on any other obligation in connection with failure of or defect in products, mat on Products manufactured by Tyco Fire& the sale of products or parts of prod- als or components,i whether the claim ri- Building Products (TFBP) are war- ucts.TFBP shall not be responsible for al made mcontract,nts, tort, strict liability ranted solely to the original Buyer for sprinkler system design errors or inac- is an other legal theory. y ten(10)years against defects in mate- curate or incomplete information sup- y g y. rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law.The invalidity,in under normal use and service. This In no event shall TFBP be , in warranty whole or part, of any portion of this liable warranty will expire ten (10) years contract, tort, strict liability liable und warranty will not affect the remainder. from date of shipment by TFBP. No y warranty is given for products or com- any other legal theory, for incidental, ponents manufactured by companies indirect,special or consequential dam- not affiliated by ownership with TFBP ages, including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse,improper was informed about the possibility of installation, corrosion, or which have such damages, and in no event shall not been installed, maintained, modi- TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoing warranty is made in lieu Protection Association, and/or the of any and all other warranties, ex- standards of any other Authorities press or implied, including warranties Having Jurisdiction. Materials found TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pdnnsylvania 19446 FIRE SPRINKLER SYSTEMS 71, .,. . r ,� Jtll°3 L x �z . LISTED AN DIP PROYED FOR MORE TYPES OF-APPLICATIONS THAN ANY OTHER NON-METALLIC SYSTEM Z yv ' "4 Px a Ti • Sprinkler Contractors General Contractors ` • Builders & Developers « • Architects & Engineers a � Authorities Having Jurisdiction w � r Y" 14 00 Lubrizol r t 111�-,�a�Zz ""'777 s 'a�.- '. L r ...s xr °'�` z a . ..,,� .� A��i .a a ... �° ��, _, is ^�rx.,.`) '..r � a .--•" ` L v��, hen dealing with fire protection, you need a piping system BlazeMaster fire sprinkler systems are backed by an extensive you can depend on. BlazeMaster®CPVC pipe and fittings are field support organization,which is available for expert technical designed specifically for fire sprinkler systems and are based on assistance and can provide you with: more than 40 years of proven experience. Lubrizol,the worldwide a Proven installation recommendations to maximize efficiency leader in CPVC innovation,takes fire sprinkler systems to and cost savings a level of superior performance that exceeds your expectations. Expert consultation regarding compliance with local, regional BlazeMaster fire sprinkler systems are the most advanced, Listed and national codes and approved non-metallic piping system available on the market today. And there's no comparison between £ Assistance with architects and engineers CPVC pipe and metal pipe. CPVC systems offer on design and specification work more advantages than metal systems There are numerous advantages to making all other pipes obsolete. ° t using the BlazeMaster fire sprinkler 3 0; technology to address your specific Check the facts: : y needs, including: Certified by NSF International for potable water safety under t �� all water conditions r Sprinkler fontractors Elimination of scaling and �n�� g�� Improved durability: # � � ? corrosion for lasting performance, �'�t t ��n ��y,� BlazeMaster CPVC pipe and tad fitting compounds have been s even in salt air environment . ;. specially formulated using Lubrizol * Natural immunity to Microbiologically 3 technology for improved durability. Influenced Corrosion(MIC) It provides many advantages during installation, Superior flow characteristics offer better hydraulic design even at cold temperatures. over metal systems Cost savings:Overhead on tools is minimal since pipe can be v Ease of fabrication in the field provides unmatched flexibility cut on-site with simple hand tools.A one-step joining system makes installations even quicker, keeping labor to a minimum. N Minimal tool investment generates increased cost savings 50-year life expectancy with a safety factor of two �eneldl_�O.ntrddOrS Less.conflict with-other trades: Contractors installing CPVC formulation delivers exceptional toughness BlazeMaster systems work easily and quickly around dry"-wallers, * Quality Assurance Program guarantees consistency framers and other mechanical contractors. and reliability • 'L.i htwei ht:No ecial rigging g g p or equipment is needed. it. to move BlazeMaster pipe within the building. / . r Builders and Developers Low cost Installed costs of a BlazeMaster system are f a significantly,lower and prices are more stable than metal systems. z �, • Optimal sized system: Smooth internal diameters u V dead,to better hydraulic performance than metal ► u", - ', k systems,which often means pipe can be downsized;lowering material costs. eta ; t w k h Ye, Y q > n tX sue" i" k ; 4 `� nc' _J �r � ' •7� Yc fit '' ' • ��" , ,Cfstitigs and Approvat��. � , � «°UL 1821 Listed �a . - � . Exposed systn nsers NFPA 130 13R • . 4 ' ..,Y •• xr f` Eicposed basement NFPA 13D(solid wood foist) . •Extended coverage(exposed) ' s ,ee 11' e -20 on s acin eddent'in lieu of 15 P 9 P s�3 e . e ' •Use with all Tyco and Viking combustible concealed sprinklers e e _ •Tyco attic sprinkler head(to protect the floor below) •Tyco attic sprinkler head with wet system piping . - (feed main and ridge installation) • Exposed extended coverage sidewall sprinkler Listings for exposed pipe&fittings " -24'extended coverage sidewall sprinkler,12"drop,155°F sprinkler head -18'extended coverage sidewall sprinkler,12"drop,165°F sprinkler head ' -16'extended coverage sidewall sprinkler,12"drop,175°F sprinkler head. -14'standard coverage sidewall sprinkler,12"drop,200°F sprinkler head ' ' • ' '' • Permitted for use with return air plenums with no set-back • at ceiling ooenino_s ner NFPA 90A e . ... • ®ULC or CUL Listed e . °Factory Mutual Approved. e e e e •Factory Mutual Approval exposed e •Factory Mutual Approval above drop-in ceilings • - •Factory Mutual Approval exposed w/Soffi-Steels*soffiting covering system •LPCB Approval NSF Certification Other differentiation •, •Y �" •Size available up to 3" •Approved commercial product for over 20 years ' • Backed by over 40 years of CPVC resin and compound manufacturing experience • ' •CPVC resin&compound from ISO 9001 manufacturing facilities e System chemical compatibility program(ancillary products) . ,. backed by independent third party testing/verification • Formal installation training program which has more than 10,000 graduates e. -e • ,e • Developed UL approved cut-in procedure • • Leader in new Listing and Approval developments • Dedicated CPVC system field consultants •CPVC pipe compound pressure rated by Plastics Pipe Institute •CPVC fitting compound pressure rated by Plastics Pipe Institute •Pipe compound cell class,23547,exceeds the minimum allowable ASTM requirements for CPVC tensile strength •Fitting compound cell class,24447,exceeds the minimum allowable ' ' ' ' ' ' ' •ASTM requirements for CPVC impact strength , e. e . e e e e e • • , e Refer to manufacturer's installation instructions for product Listings and limitations prior to use. *Soffi-Steel a is a registered trademark of Grice Engineering Lubrizol Lubrizol Advanced Materials,Inc. BlazeMasterO Marketing Department Chaussee de Wavre, 1945 1107-1110 Shui On Centre 9911 Brecksville Road 1160 Brussels 6-8 Harbour Road Cleveland,OH 44141-3201 USA Belgium Wan Chai,Hong Kong 216-447-5000 32-2-678-19-11 852-2508-1021 888-234-2436 Fax:32-2-678-19-90 Fax:852-2512-2241 Fax:216-447-5750 .r _ } 2 Blaze�flas#erl - -� v ,f::--."�r', ?e'Xz''�.-,✓Ta,, .. � �'�, �..•.ffi'i�ta,'.",na.ti:',.,o�;'�':,:s .,� ,. s. .a.�`+u',:, � '^a, st x`,t*.^+'�.$'"`C°r."„o-' 5?:r'�* �` .+' N Tf, Cs752' a � o BlazeMaster®pipe and fittings are produced to stringent quality standards,established by Lubrizol,that exceed ASTM and other industry standards.Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind.This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances. Lubrizol remains-the technology leader and primary source of CPVC materials worldwide.While we do not manufacture pipe and fittings,we maintain a close and active relationship with the pipe and fittings manufacturers.Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. BM002US BlazeMaster®is a registered trademark of The Lubrizol Corporation ©2007 The Lubrizol Corporation The information.contained herein.is believed to be reliable, but no,representations, are the responsibility of the user.Lubrizol Advanced Materials,Inc.shall not be liable for and guarantees or warranties of any kind.are:made as to its accuracy,suitability for particular the customer assumes all'risk,and,liability of any use or handling of any material beyond` applications or the results to be obtained therefrom.The information is based on laboratory. Lubrizol Advanced Materials;Inc:s direct control.THE SELLER MAKES AO WARRANTIES, work with small-scale,equipment and does not necessarily indicate end product performance. .,EXPRESS OR IMPLIED,:INCLUDING, BUT NOT LIMITED TO THE-IMPLIED WARRANTIES OF = Because of the variations in methods,::conditidns'and equipment used.commercially in MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.Nothing contained herein ' "processing these materials;no warranties or guarantees are made,as'.to.the suitability of. is to be considered as permission,,recommendation,.nor as,an inducement to practice any the.product's_for.the:applications disclosed_Full-scale,testing and;end„product performance :.patented invention without•permission of the'patent owner. Printed'in U.S A • .'. J 06/07 L xT F i FIRE SPRINKLER SYSTEMS I. Hangers and Bracing Because BlazeMaster pipe is rigid, it requires fewer supports than flexible plastic systems. Most hangers designed for metal pipe are suitable for BlazeMaster pipe. Do not use undersized hangers. Hangers with sufficient load bearing surface shall be selected based on pipe size, i.e., 1-1/2" hangers for 1-1/2" pipe. The hanger shall not have rough or sharp edges which come in contact with the pipe. The pipe hangers must comply with the requirements in NFPA 13, 13R, and 13D. For Quick Response upright sprinklers, rigid hangers secured to the ceiling shall be used. For installation of exposed BlazeMaster CPVC, listed support devices for thermoplastic sprinkler piping or other listed support devices shall be used which mount the piping directly to the ceiling or sidewall. When a sprinkler head activates, a significant reactive force can be exerted on the pipe. With a pendent head, this reactive force can cause the pipe to lift vertically if it is not properly secured, especially if the sprinkler drop is from small diameter pipe. The closest hanger shall brace the pipe against vertical lift-up. Since BlazeMaster CPVC is more ductile than metallic sprinkler pipe, it has a greater capacity to withstand earthquake damage. In areas subject to earthquakes, BlazeMaster fire sprinkler systems shall be designed and braced in accordance with local codes or NFPA 13. Transition to Other Materials BlazeMaster male and female threaded adapters or flanges are Listed for connecting a BlazeMaster system to other materials, valves, and appurtenances. A special reinforced female threaded adaptor is available for connection to the sprinkler head. A thread sealant shall be used in making threaded connections. TFE (Teflon°) thread tape is a recommended seal- ant. Other acceptable sealants are those that meet the standards of the FGG/BM®System Compatible Program. These are shown at www.blazemaster.com. Some thread sealants other ASTM F442 CPVC SECURE AGAINST BRANCHLINE' UPWARD MOVEMENT FLOOR FLOOR JOIST FLOOR CEILING\ \ FLOOR JOISTS CEILING \ FIRE SPRINKLER FIRE SPRINKLER 'NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER ASTM F442 CPVC SECURE AGAINST BRANCHLINE' FLOOR UPWARD MOVEMENT FLOOR FLOOR JOIST m CEILING / FLOOR JOISTS CEILING \ FIRE SPRINKLER \FIRE SPRINKLER 'NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER 888.234.2436 111 9911 Brecksville Rd." Cleveland,OH.441,41-3201 w'eb„site:ua �ti ti zernra ter c'aln a mall;bi<.xemaytt#t tJ,ta<ernas plr C1i 11216.447.5750 than those mentioned previously contain solvents or UL Listed couplings of similar design may be used. other materials that may be damaging to CPVC. Always Caution: Use of rigid style couplings may damage the consult with the manufacturer of the material for com- grooved coupling adaptor. Lubricate the gasket with a patibility with BlazeMaster CPVC pipe and fittings. vegetable soap base gasket lubricant- IPS Weld ON GaskeUJoint Lubricant#787 or Seacord Corp. Ease-On Care shall be exercised when transitioning between Pipe Joint Lubricant. Caution: Certain lubricants may BlazeMaster pipe and fittings and metal. Care must contain a petroleum base or other chemicals which will be taken to avoid over-torquing. Generally, 2 turns cause damage to the gasket and adapter. Always con- beyond finger tight is all that is required to make up a sult with the manufacturer of the lubricant for compat- threaded connection (approximate torque should be ibility with BlazeMaster CPVC pipe and fittings. DO NOT 10-25 ft. pounds). USE vegetable oils, such as Crisco, as a lubricant. Grooved Coupling Adapters CPVC Grooved Coupling Adapters were designed using the Victaulic style 75 flexible coupling. Other BlazeMaster Pipe Dimensions SDR 13.5 (ASTM F442) Inches illimptpr.-) Nominal Size Average OD Average ID Pounds/Ft. 2-1/2" (65.0) 2.875 (173.0) 1 2.4 3 (61.5) +__ 1.25 3" 80.0 3.500 88.9 2.951 75.0 1.867 Allowance For Friction Loss In CPVC Fittings Elbow (Expressed In Equivalent Feet Of Pape) Elbow 0 Tee Run 1 1 1 1 1 2 2 BlazeMaster Pipe SDR 13.5 (ASTM F442) -Harig Spacing Nominal Size Max Spacing ^1 �r � k u ' FIRE SPRINKLER SYSTEMS ` Comparison Of Fire Sprinkler Piping Materials In June 1994 the Building and Fire Research Laboratory of the National Institute of Standards and Technology(NIST) with a grant from the United States Fire Administration, conducted a literature based study comparing the characteristics of Chlorinated Polyvinyl Chloride (CPVC), Polybutylene (PB), copper and steel fire sprinkler pipe primarily related to light hazard and residential installation. The report addresses key variables such as: •material properties • usage criteria and limitations •system design •installation requirements •economics • maintenance Attached is a summation of these variables affecting fire sprinkler pipe selection. For a copy of the complete report contact: Mr. Larry Maruskin United States Fire Administration Federal Emergency Management Agency 16825 South Seton Avenue Emmitsburg, MD 21722 Ph:301-447-1141 Fax:301-447-1651 Note: Since the.publication of this report several significant technical advancements have been made in the use of BlazeMaster`'CPVC pipe.The method of joining CPVC pipe and fittings has been improved such that a primer is no longer required to be applied prior to the.application of. the solvent cement. Single step solvent cements have been developed that are easier to apply and just as strong as the primer with solvent cement method. Additionally BlazeMaster°pipe and fittings are now listed by Underwriters Laboratories and approved by Factory Mutual to be installed exposed (without protection). Phone: i16.447.5000 9911 Brecksville Rd. Cleveland,OH 44141-3201 web site: v,,ww.blazemast,er.coi6 .,e-mail: blazemastergblazernaster.cem111,447,1711 NISTIR 5339 N LST Comparison of Fire sprinkler Piping Materials: Steel, Copper Chlorinated j Polyvinyl Chloride and Polybutylene in Residential and Light Hazard Installations Kathy A. Notarianni and Margaret A.Jackson U.S. DEPARTMENT OF COMMERCE * Sponsored by.- Federal Emergency Management Agency United States Fire Administration 16825 S.Seton Avenue Emmitsburg, Maryland 21727 l N Summation of Variables Affecting Fire Sprinkler Pipe Selection Pipe or Tube Type Typical Steel lightwall Copper CPVC PB Property Sch.40 steel Type M SDR 13.5 SDR 11 color black silver copper bright orange grey weight of the DN25 (1 in.)size (kg/m) 2.5 1.8 0.7 0.4 0.2 melting point(MP) (MP) (MP) (MP) (HDT) (MP) or heat distortion temperature (HDT) 1427-1538°C 1427-1538°C 1082°C 103°C 122-126°C (2600-2800°F) (2600-2800°F) (1980°F) (217°F) (252-259°F) i damage high with UV high with UV susceptibility low low low exposure and exposure and impacts impacts corrosion high/ high/ moderate/ low/ low/ susceptibility 120 120 150 150 150 design C factor NFPA 13 light occupancy hazard, 13D, NFPA 13 light classification not not not 13R, concealed hazard, 13D and NFPA standards limited limited limited and restricted 13R exposure concealed only NFPA 90A maximum ambient not limited not limited not limited 66°C 49°C temperature (150°F) (120°C) flexibility/hanger not flexible/ not flexible/ slightly flexible/ very flexible/ spacing for the 3.7 3.7 flexible/ 1.8 1.0 DN25(1 in.)size(m) 2.4 yes/offsets expansion yes/ concerns/solutions negligible negligible negligible direction snakingpipe changes, loops p p threaded threaded soldering fitting type grooved grooved brazing primer/solvent heat fusion flanged flanged cement crimping plain-type plain-type grooved ethylene glycol compatible propylene glycol antifreeze not limited not limited' not limited glycerine methanol glycerine' 'NFPA recommends that only antifreeze solutions of glycerine or propylene glycol be used when the sprinkler system is connected to potable water. ) rOTTER The Symbol of Protection RD13 RISER r V'SR-SG Specifications: UL,CUL,and CSFM Listed Scr-ice Pressure: 175 PSI(12,07 BAR)-UL 911 Flocs Sensitivity Range for Signal: 4-10 GPM(15-38 LPibl)-UL p Maximum Surge: ]8 FPS(55 MPS) ` Contact Ratings: Two sets of SPDT(Form C) 10.0 Amps at 125:250V AC 3 2.0 Amps at 30V DC Resistive s 10 m Amps min.at 24V DC Conduit Entrances: Two knockouts provided for lit"conduit. Environmental Specifications: 3 `; Temperature range: 40°F-120°F,(4.5°C-49°C)-UL Replacement VSR-SG:Stock number 1144460 r` Service Ilse: Automatic Sprinkler NFPA-13 Si EZ < , One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R x National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit,stock number 0090148 Replaceable Components:RetardiSwitch Assembly.stock number 1029030 Gauge and now switch shipped loose in box. Models: 1" RDI3RISER with or without check valve 1 1/4"RDI3RISER with or without check valve 1 1/2"RD13RISER with or without check calve 2" RD13RISER with or without check valve The RD13 Riser is constructed from Listed CPVC products suitable for firer ti4 r sprinkler services subject to the limitations and installation requirements of } ct �VYf1RN� {1�'F Flameguard(t-bySpears.TheRDl3 Riser incorporates allLLisledVSR-SGflow switch,gauge,drain valve,and optional UL Listed check valve. The VSR-SG Installation must be performed by qualified personnel and in accordance flow switch is equipped with union connection to facilitate the installation and with all national and local codes and ordinances. removal of the switch in confined spaces. Shock hazard.Disconnect power source before servicing.Serious injury or Installation death could result. " I. Following CPVC manufacturer's instructions for preparation and gluing of Risk of explosion.Not for use in hazardous locations.Serious injure or CPVC piping systems,glue the main riser to the main supply line for the death could result. sprinkler heads. 2. Using appropriate fittings,connect the main water supply to the bottom ofthe check valve(or riser on units without check valves)and the drain connection Testing to an adequate drain line.The riser must be mounted in a vertical position, The frequency of inspection and testing for the Model VSK-SG and its (arrowon check valve must point in the direction of the intended water How). associated protective monitoring system,should be t accordance with See Fig 4. applicable NFPA Codes and Standards and/or the authority having jurisdiction 3. Attach gauge to riser.Apply Teflon.&tape to male fitting of gauge only.See (manufacturer recommends quarterly or more frequently.) ]f provided,the Fig 4 inspector's test valve(usually located at the end of the most remote branch 4. Check to make sure the proper paddle is installed on the switch.(Paddle size line)should always be used for test purposes. If there are no provisions for must match the riser pipe size and Tee manufacture.) testing the operation of the How detection device on the system,application of 5. Install the flow switch to the RD 13 Riser.Verify that the o-ring is properly the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM positioned in its groove.Hand tighten the nut to the union after orienting (38 LI M)is required to activate this device. the flow switch in the appropriate direction to detect waterflow.The paddle Maintenance must not rub the inside of the Tee or bind in any way.The stem should stove The VSR-SG waterflow switch should provide years of trouble-free freely when operated by hand.See Fig. 1. service. The retard and switch assembly are easily field replaceable.In the Note:Do not leave cover oHffor an extended period oftime. unlikely event that either component does not perform properly,please order replacement retard switch assembly stock number 1029055.There is no inspection maintenance required,only periodic testing and inspection. inspect detectors monthly for leaks. if leaks are found,replace the detector. Removal To prevent accidental water damage,all control valves should be shut tight and the Y CAUTI 0 N system completely drained before waterflow detectors are removed or replaced. • Turn of7electrical power to the detector,then disconnect wiring. Do not over-tighten the union nut,hand tighten only. Loosen nut on union fitting. Lilt detector clear of pipe. Potter Electric Signal Company,LLC•2081 Craig Road,St.Louis,MO.63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.potters ignal.corn PRINTED iN USA %lFG.#5401152-REV G PAGE I OF 2 5i08 "ram. POTTER F The Symbol of Protection RD13 RISER Fig. l Dr NOT lF,rr:(r,\FH Fig.2 Dimensions UFFFOR F.\TFNT)Fh I'FRH)D 01 Ti\iF - ul'rut r'rta: — \ I L H r:T:\RD 1: ADIUSN G 1�2"liAl;(iE ):NOR 3 1 `i-'- INSURr-THAT O-RING IK /I I eI I' 1.IOI;NTSI)AKR()W - �' I 3-WAY VALVE I\0-RIN'r;GROM I.. ON HAS);1.OI,N ri.IN f Imo" rnn>Kr•VST.Al1.INr .l 1)nu°l'TIll.'�'oI' ,—}-` VSR-SG FLO\1'S\VITCII SWIICII J llnT*M LIM —� r nl:\ui A 11"FTING ONB A L.I.S r7.f ti t,x fey I .•N I,'G'aI RISFR>1A)' - I"DRAIN VALE 11I:I" I I V". I 1 1!;2':.OR- / ® C CHECK VALVE. V DiR1YTION OF WATGRFI OW: Retard Adjustment llre delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds). The time delay should be set al the minimum required to prevent false alarnis. OIRECFION OF WAAIIEERF L\OWW 0 DWG. #1053-3 Important: The,paddles have raised lettering that show the pipe size and the TEE manFtfacturer then are to be used kith. The proper paddle must be used. The paddle must be properly attached and the screw that holds the paddle must be securely tightened. RD)3 RISERS Riser rX, 31/2" 1-1 3-Way Relief Part Dimension Dimension Dimension Dimension Dimension Size Gauge Drain Valve Valve Model Number Valve lee Number "A"(In.) "B"(in.) "C"(In.) "D"(In.) "E"(In.) X X X X RD13-100-0 1119062 1" 18 5/8 15 3/8 12 1/4 10 1/2 X X X X RD13-100-1 1119067 3 1/2 X X X X RD13-125-0 1119072 - 1 1/4" 19 3/4 16 5/8 12 5/8 10 3/4 X X X X X RD13-125-1 1119077 4 X X X X RD13-150-0 1119082 - 1 1/2" 20 1/8 17 1/8 12 7/8 10 7/8 X X X X X RD13-150-1 1119087 41/2 X X X X RD 13-200-0 1119092 - 21 114 18 112 13 1/2 11 1/8 X X X X X RD 13-200-1 1 119097 5 1/8 PRI\'rED IN USA 1`1PG.45401152-REV G PAGE 2 OF 2 51W October 4, 2007 Sprinkler 150u FREEDOM° RESIDENTIAL • CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedom' Residential Concealed Pendent Sprinkler VK468 is a small high- sensitivity glass bulb residential sprinkler for use with a domed cover assembly. The orifice design,with a K-Factor of 4.9 (70.6 metric'), allows the sprinkler's efficient use of available water supplies for the hydraulically designed fire-protection system. The �R fast response glass bulb and special deflector combine speed of operation and areas R d of coverage to meet residential sprinkler standards. Concealed sprinkler VK468 is pre-assembled with a threaded adapter for installation with the domed cover that provides up to '/z" (12.7 mm) of vertical adjustment. The , cover plate is available with several decorative finishes to meet design requirements. ; t h The two-piece design allows installation and testing of the sprinkler prior to installa- tion of the cover plate.The"push-on","thread-off"design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler X� system out of service or removing the sprinkler. 2. LISTINGS AND APPROVALS cULus Listed: Category VKKW NYC Approval: MEA 89-92-E, Volume 35 NSF Certified: NSF/ANSI Standard 61, Drinking Water System Components Refer to the Approval Chart on page 150w and Design Criteria on page 150x for cULus Listing requirements that must be fol- lowed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Viking Technical Data may be found on Maximum Working Pressure: 175 psi(12 bar). Factory tested hydrostatically The Viking Corporation's Web site at to 500 psi (34.5 bar). http://www.vikinggroupinc.com. Testing: U.S.A. Patent No.4,831,870 The Web site may include a more recent Thread size: 1/2" (15 mm)NPT edition of this Technical Data Page. Nominal K-Factor: 4.9 U.S. (70.6 metric') "Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55°C) Overall Length (Sprinkler Body):2-1/4" (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy,coated on both sides with Teflon Tape Compression Screw: Brass UNS-C36000 Pip Cap: Bronze UNS-C31600 Cover Adapter:Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Plate Assembly: Copper UNS-Cl1000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Form No. F_020206 Replaces page 149u-z dated May 4, 2007. (Re-numbered and added NSF certification.) Sprinkler 150v October 4, 2007 FREEDOM° RESIDENTIAL s A A CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Viking Residential Concealed Pendent Sprinkler VK468 and Cover Plate Assembly must be ordered separately: Sprinkler: Base Part No. 13637A-X(includes sprinkler and adapter pre-assembled,with a protective plastic cap covering the unit) Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Ratings(°F/'C): 155°/68° = B, 175°/79° = D For example, concealed sprinkler VK468 with a 155 °F/68 °C temperature rating= Part No. 13637ABX Note:When ordering this sprinkler using the SIN.add suffix-D.For example.concealed sprinkler VK468=VK468-D. Cover Plate Assembly: Base Part No. 12207 Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the appropriate suffix for the cover temperature rating to the base part number: Finish Suffix: Polished Chrome=F, Painted White=M-/SW1004, Painted Ivory=M-/SW1634, Painted Black=M-/SW1007 Temperature Suffix(°F!°C): 135°/57°=A, For example, cover 12207 with a Polished Chrome finish and a 135'F/57 °C temperature rating = 12207FA. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories'section of the Viking data book.) Sprinkler Wrench: Part No. 13577W/B" (available since 2006) "A M."ratchet is required(not available from Viking). Sprinkler Cabinet: Five-head capacity: Part No. 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the pip cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Spr[nkfer Tempi rat►ir � S% pXinkler Nomina Maximpm�Afent (Tempe;a�fu re Rattngt eGovpxu4Coec Plate rase y Butb Ctassrfrcatao f 'TempersituFeRatrng� Cetling 7e�perafurez assemti!}r�Requrd Park NambeGota x Ordinary 155°F(68°C) 100°F(38°C) 135°F(57°C) 12207 Red Intermediate 175°F(79°C) 150°F(65°C) 135°F(57°C) 12207 Yellow Cover Plate Finishes: Polished Chrome,Painted White,Painted Ivory,or Painted Black Footnotes The sprinkler temperature rating is stamped on the deflector. 7 Based on NFPA-13, NFPA 13R,and NPFA 13D.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. October 4, 2007 Sprinker 150w FREEDOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 �Fax: }269-945-4495 Email: techsvcs@vikingcorp.com y x t f esiderikal 0onc aTed PendentSpr�nkter 4f8 � A 1,r Yr�r�r�t� mar 7� 1+ rk Far systems desagtted tothlFPA 13D br NFPIX I3R :. „ ,a,n' Sprinkler Base SIN NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' Inches mm U.S. metric' Working Pressure Inches mm 13637A-X VK468 1/2 15 4.9 70.6 175 psi(12 bar) 2-1/4 58 Listings and Approvals' Maximum Areas of Coverage' Minimum Water Supply Requirements' (Refer also to Design Criteria on page 150x.) cULus" NYC' NSF' Installed below smooth,flat,horizontal ceilings,including ceilings with slopes up to and including 2112(9.5°). 12 ft.x 12 ft.(3.7 m x 3.7 m) 13 gpm @ 7.0 psi(49.2 Umin @ 0.48 bar) AX1 AX1 AX1 14 ft.x 14 ft.(4.3 m x 4.3 m) 13 gpm @ 7.0 psi(49.2 Umin @ 0.48 bar) AX1 AX1 AX1 16 ft.x 16 ft.(4.9 m x 4.9 m) 13 gpm @ 7.0 psi(49.2 L/min @ 0.48 bar) AX1 AX1 AX1 18 ft.x 18 ft.(5.5 m x 5.5 m) 17 gpm @ 12.0 psi(64.4 Umin @ 0.83 bar) AX1 AX1 AX1 20 ft.x 20 ft.(6.1 m x 6.1 m) 20 gpm @ 16.7 psi(75.7 Umin @ 1.15 bar) AX1 AX1 AX1 Installed below ceilings with slopes'up to and including a 8112(33.7°)pitch. Refer to Figure 5 on page 150z. UL NYC NSF' 20 ft.x 20 ft.(6.1 m x 6.1 m) 26 gpm @ 28.2 psi(98.4 Umin @ 1.94 bar) BX1 BX1 Sprinkler Temperature Ratings Cover Temperature Rating Cover Plate Finishes A-155°F(68`C)and 175°F(79'C) X-135-F(57-C) 1 - Polished Chrome, Painted White, Painted Ivory, and B-155°F(68°C) Painted Black9 Footnotes Part number shown is the base part number.For complete part number,refer to Viking's current price schedule. 'Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 'This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. °Listed by Underwriter's Laboratories for use in the U.S.and Canada. 'Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol.35. 'Tested and Certified by NSF(National Sanitation Foundation)to NSF/ANSI Standard 61,Drinking Water System Components. 'For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger area listed.Flows and pressures listed are per sprinkler.The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement"used. 'Areas under sloped ceilings must be measured along the ceiling slope.Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. 9 Other paint colors are available on request with the same listings as the standard finish colors.Listings and approvals apply for any paint manufacturer. Contact Viking for additional information.Custom colors are indicated on a label inside the cover assembly.Refer to Figure 2. Sprinkler 150x October 4,2007 FREEDOW RESIDENTIAL - • CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com r �% _ fAiso refefxo tfellpproval Chart on page 150w) �...2 .,._:... . cULus Listing Requirements: When using Viking Residential Concealed Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R,apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 150w. For systems designed to NFPA 13:The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 150w for NFPA 13D and NFPA 13R applications for each listed area of coverage,or A minimum discharge of 0.1 gpm/ftz (4.07 mm/min) over the "design area" consisting of the four contiguous most hydraulically demanding sprinklers for the coverage areas being protected by the four sprinklers. NOTE:The A.=S x L method must be used to determine the sprinkler protection area of coverage per NFPA 13. Minimum distance between residential sprinklers:8 ft.(2.4 m). • DEFLECTOR POSITION: Install Residential Concealed Pendent Sprinkler VK468 with the deflector 3/8"(9.5 mm)to 7/8" (22.2 mm)below the ceiling.Refer to Figure 3. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to pages RES1-17 for general care,in- stallation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Sprinkler and AClapter \ j p CU J< A. i% _�erlbl V — - j" ,o ' .y VIKING L Identification of Custom Paint Color: All custom color pointed cover plates will have on identifying label affixed to the Protecti,.e inside of the co.er that indicates custom Sprinkler- color oriel will hove a representative somple Shell (a paint dot) of the point on the lobel. Figure 1• Concealed Sprinkler VK468 Figure 2: Identification of Custom Paint Color with Protective Shell for Concealed Covers I October 4, 2007 Sprinker 150y I jr ,I'' � FREEDOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-9454495 Email: techsvcs@vikingcorp.com ]/2 H F T (15 A rI r1I Minimum =in I 1 — -- (25.4 mm) - i — 1 ! 1 -/8• (22.2 mm) (9.5 hloximurl ..._ rl ri i (4- mr) -Ell 4 Q --� 1 —� I1G%ciriurl j — Figure 3: Sprinkler Dimensions and Cover Installation Wrench 2-5/8' (66.7 mm) j Flat diameter opening --- required in —pppp the ceiling. Sprinkler and Sprinkler Wrench Adapter Assembly 13577W/B)K)K must (Protective Shell be used for Removed for installing Concealed Installation.) C J Sprinkler VK468 Step 1: Carefully slide L — J Step 2: Carefully press the wrench sideways the wrench upward and >KA 112` ratchet is required around the deflector. } turn slightly to ensure (not available from Viking). I engagement with the sprinkler wrench flats. Figure 4: Sprinkler Installation and Correct Use of Sprinkler Wrench Sprinkler 150z October 4, 2007 1% Elm ,i FREEDOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com See Note 1 below. 41 Maximum _ Notes: ``• 1. Listed areas of coverage corre- ceiling _ +_ slope=8/12 i - spond to areas measured along (33.7`). ceiling slope. (For sloped ceiling installations, actual floor cover- age in the horizontal plane under �•�� sloped ceilings will be less than the listed area.) Refer to the Approval J j 2.Actual installations may require Chart for listed i multiple sprinklers.A single sprin- areas of coverage. kler installation has been shown for clarity. 3. For "cathedral" ceiling applica- tions, install sprinklers in a sym- metrical mirror-image of Figure 5. x Figure 5: Installation Instructions-Sloped Ceilings Form No. F_020206 Replaces page 149u-z dated May 4, 2007. (Re-numbered and added NSF certification.) � v ®I Rein • • . Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side MountG Size Range— 3/4" thru 2"CPVC pipe C, Material— Carbon Steel, Pre-Galvanized Function— Intended to perform as a hanger/restrainer to support only , CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig.24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. `r j I Approvals—Underwriters' Laboratories Listed in the USA (UL)and it Canada (cUL)to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features —Fig.24 incorporates features which protect the pipe and I' ease installation. The flared edge design' protects the CPVC pipe from I any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws"furnished with the product. It �? is recommended that rechargeable electric drills fitted with a hex socket I' 'z attachment be used as installation tools. No impact tools such as a hammer or impact fasteners (such as drive screws or nails) are allowed. Damage has f' been known to result from installations using impact type tools.No pre-drilling of a pilot hole in wood is required. Finish— Pre-Galvanized �. Order By—Figure number and pipe size " Patent Pending Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions •Weights CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing(Ft.) Head Size wt./100 3/4 261,6 15/32 13116 51/, 5/16 9 1 25/, 16/16 13/1:, 6 5/16 9 1'/a 3 11!1 1'/,, 61/2 5/16 11 11/, 31/4 15/6 13/16 7 5/16 12 2 31'/16 127/„ 13/,6 8 5/16 15 Main Office/Manufacturing Facility-1375 Sampson Ave.-Corona.CA 92879•Ph: 909.737.5599-Fax: 909.737.0330 Customer Service-800.'.6.5266. www.to]cO.com 4 �1 . .. — • b0. Fig. 28 C U� US LISTED "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe Size Range—'/4" through 2" Material—Carbon Steel, Pre-Galvanized Function—Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off'design will ease installation by eliminating the need for wood blocking. Features: ' • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. A • Unique twist and lock design holds pipe firmly in place and allows retrofit type B of installation. • The "Stand-Off' design eliminates the need for wood block extension. C , • Can be installed on horizontal or vertical piping regardless of mounting { surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge with (2) 1/4"x 1" tek type self drilling tapping screws. • U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals—Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL)to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig.28 satisfies the UL ; vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8"composite wood material. Use two Fig.27B Speed Nuts when ti used as a hanger and restraint. Use one Fig.27B Speed Nut on the upper installed screw when used as a hanger only. Order by—Figure number and pipe size. US AND INTERNATIONAL PATENT APPLICATION IN PROCESS. (t),KEWRrV rrozra mJGCe - )r suFgo Dimensions •Weights }{ANGER&RESTRAINT HANGER APPLICATION Pipe Approx. APPLICATION $IZ@ A B C Wt. 314 -: . ...._............„ �1h z 3180 .210 i ____..._._.. 1A 351 2Ya M .225 ....._ .._ 1h 4 236 3f .310 FIG 28....._.....- 9 2 436 21 Y16 3Va .340 " FI028 FIG28 W �z OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA.CA 92879•PH: 951.737:5599-FAX:951.737.0330 ®,..; . CUSTOMER SERVICE•800.786.5266 www.tolco.com - 10211 Fig. 29 - CPVC Double Offset C UL US LISTED Size Range— Available in 3/4" and 1" pipe sizes Material —Carbon Steel Function — Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 1 1/2"x 1 1/2"from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. + Features — •Thumb tab provides protection to restrain pipe in rough job site conditions.Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. •Attaches easily to wood structure with two special #10 x 1 hex 1.500 head self-threading screws furnished with product. Approvals—Underwriters Laboratories Listed in the USA (UL) _________ ________ O and Canada (cUL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish— Pre-Galvanized Order By— Figure number and pipe size. PATENT PENDING 1.500 ----------------- 1� OFFICElMANUFACTURING FACILITY•13.75 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE r 800.786.5266 www.tolco.com ff; � M�E?CaH"AN.IiC�AI Lawrence Residence Fishers Island New York Stairwell Sprinkler Coverage MECHANICAL MATERIAL SUBMITTAL 1. TYCO BlazeMaster CPVC 7_ RIazaMaster-RmChiira 3. BlazeMaster General Information 4. BlazeMaster Piping Material 5. Potter RD 13 Riser Manifold 6. Viking Concealed Residential Pendent 7. Tolco Figure 24 Hanger 8. Tolco Figure 28 Hanger 9. Tolco Figure 29 Hanger 22 Edgewood Avenue Waterford,CT 06385 Phone:860-437-8511 Fax 866-323-6825 email:bd_libertymechinc@snet.net Fire & Building Products rapid responseTM HOME FIRE SPRINKLER SYSTEM Technical Services:Tel:(800)381-9312/Fax:(800),791-5500 BlazeMaster ° CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical I �' Description Data # Tyco Fire & Building Products (TFBP) Sizes BlazeMaster CPVC Pipe and Fittings 3/4"to 3" are designed exclusively for use in wet - Maximum Working Pressure pipe automatic fire sprinkler systems. , They are made from a specially devel- 175 psi 17 oped thermoplastic compound com- Approvals f posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, ; chloride (CPVC)resin and state of the LPCB,MEA,and the City of Los Ange- y art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu- ' CPVC products are easier to install ary 2005 "Installation Instruction & „ L than traditional steel pipe systems, Technical Handbook" for exact list- and at the same time,provide superior ing/approval information.) - heat resistance and strength as com- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters • Pipe:ASTM F442, SDR 13.5 have brass inserts for durability. . Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439(Sch.80),ASTM F1970 grooved end valves and metallic pipe, with flexible grooved end couplings. Color Orange WARNING Tyco Fire& Building Products(TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMaster®is a registered trademark of Noveon IP Holding Corp. Page 1 oU.6 JANUARY,.2006` TFP:1'915 ." Page 2 of G TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT.OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft. Ibs./ft. PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1—PIPE DIMENSIONS Installation Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the fin- ance with IH-1900, Rev. 0, January spection, testing, and maintenance of 2005"Installation Instruction&Techni- their fire protection system and de- cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls,permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible formoni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (TIO) (lb.) TEE 80000 3/4" 518" 40 0.11 T/O 80001 1" 11/16" 40 0.19 I 80002 1-1/4" 7/8" 40 0.26 _ 80003 1-1/2" 1-1/16" 80 0.51 I 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9116" 80 1.59 T/O T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4"x 3/4"x 1" 3/4" 314" 518" 40 0.14 80133 1"x 3/4"x 3/4" 9116" 9/16" 3/4" 40 0.14 80134 1"x 3/4"x 1" 314" 11/16" 3/4" 40 0.17 80260 1"x 1"x 314" 5/8" 5/8" 13/16" 40 0.16 80135 1-114"x 1"x 3/4" 5/8" 518" 15/16" 40 0.21 80136 1-1/4"x 1"x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1"x 1-1/4" 15/16" 15116" 718" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-114"x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4"x 1-114"x 1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2"x 1-1/4"x 3/4" 9116" 9/16" 1" 80 0.36 80141 1-1/2"x 1-1/4"x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 1-1/2"x 1-1/2"x 3/4" 9/16" 9/16" 1" 80 0.36 X I I ly) 80264 1-112"x 1-1/2"x 1" 9/16" 9/16" 1-1/16" 80 0.38 80275 1-112"x 1-1/2"x 1-1/4" 7/8" 718" 1" 80 0.45 T/O T/O 80265 2"x 2"x 314" 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2"x 1" 7/8" 718" 1-3/8" 80 0.66 80274 2"x 2"x 1-114" 1-1/16" 1-1116" 1-3/8" 80 0.74 80267 2"x 2"x 1-1/2" 1-1/8" 1-118" 1-3/8" 80 0.78 80271 2-1/2"x 2-1/2"x 1" 1-9116" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2"x 2-1/2"x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2"x 2-1/2"x 1-1/2" 1-9/16" 1-9/16" 1-9116" 80 1.48 80276 2-112"x 2-1/2"x 2" 1-9116" 1-9116" 1-9116" 80 1.50 80270 3"x 3"x 1-1/2" 1-13/16" 1-13116" 1-13/16" 80 2.28 80268 3"x 3"x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3"x 3"x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS&REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/0 80010 1" 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2" 1-5116" 80 1.00 80014 2-1/2" 1-9/16" 80 1.91 IT/ 80008 3" 1-13/16" 80 2.89 T/0 T/O 80015 1"x 1"x 3/4"x 3/4" 7/8" 40 0.28 80025 3/4" 5/8" 40 0.09 90"ELBOW& REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1116" 80 0.40 T/O 80029 2" 1-5/16" 80 0.79 80030 2-1/2" 1-9/16" 80 1.14 80031 3" 1-13/16" 80 1.82 k,- I Y XxY X Y 7-T/O 80032 1"x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2-FITTING DIMENSIONS(Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O) SCHD. (lb.) 45"ELBOW 80050 3/4" 318" 40 0.08 T/O-I 80051 1" 3/8" 40 0.11 IF 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T10 80054 2" 314" 80 0.56 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING& 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-112" 3/16" 80 0.25 80079 2" 3/16" 80 0.38 80080 2-112" 1/4" 80 0.67 T10 80081 3" 3/16" 80 0.91 80220 1"x 3/4" 1/8" 40 0.08 80200 1"x3/4" 7116" 40 0.04 80201 1-1/4"x 3/4" 1/2" 40 0.11 80202 1-114"x1" 5/16" 40 0.12 80203 1-1/2"x 3/4" 518" 80 0.16 80204 1-112"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2"x 1-114" 318" 80 0.17 80206 2"x 3/4" 13/16" 80 0.27 80207 2"x1" 11/16" 80 0.26 80208 2"x 1-1/4" 9/16" 80 0.24 80209 2"x 1-1/2" 7/16" 80 0.19 - T/O 80215 2-112"x 1" 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13116" 80 0.45 80213 2-1/2"x 1-112" 11116" 80 0.46 80211 2-1/2"x 2" 5/8" 80 0.29 80210 3"x 2" 314" 80 0.72 80212 3"x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-1/4" 7116" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 2" 5/8" 80 0.31 T/O- 80105 2-1/2" 7/8" 80 0.58 80106 3' 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER _ 80160 1-1/4"x 1-1/4"Groove 2-5/16" 1-1/4"(1.660") 40 0.78 80161 1-1/2"x 1-1/2"Groove 2-5/16" 1-1/2"(1.900") 80 0.95 PIPE 80162 2"x 2"Groove 2-5/16" 2"(2.375") 80 1.42 O.D. 80163 2-1/2"x 2-1/2"Groove 2-5116" 2-112"(2.875") 80 2.28 80164 3"x 3"Groove 2-1/4" 3"(3.500") 80 3.00 T10-I 80169 2-1/2"x 76.1 mm Groove 2-5/16" 76,1 mm(3.000") 80 2.28 FIGURE 2-FITTING DIMENSIONS(Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (7/0) SCHD. (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4"x 112"NPT 7/16" 80 0.20 80176E 1"x 1/2"NPT 7/16" 80 0.22 II80175WL 3/4"x 1/2"NPT 7l16" 40 0.16 80179 1"x 3/4"NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER m—T/O 80175W 3/4"x 1/2"NPT 112" 40 0.1980176W 1"x 1/2"NPT 1!2" 40 0.18 SPRINKLER HEAD ADAPTER(SPIGOT) 80177L 3/4"x 1/2"NPT 1/2" 40 0.16 80178 1"x zo 1!2"NPT 9116" 40 0.20 80180 1"x 3/4"NPT 7/8" 40 0.40 -1 F T/O FEMALE ADAPTER 80142 3/4"x 3/4"NPT 13/16" 40 0.41 80145 V x 1"NPT 7/8" 40 0.63 80146 1-1/4"x 1-114"NPT 1-118" 40 1.03 80147 1-1/2"x 1-112"NPT 1-3/8" 80 1.42 80148 2"x 2"NPT 1-11116" 80 2.66 —T10 MALE ADAPTER 80157 3/4"x 3/4"NPT 1-5/16" 40 0.33 80158 1'x 1"NPT 1-3/8" 40 0.56 T/O— XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4"x 3/4"x 1/2"NPT 9/16" 9116" 1" 40 0.22 Z 80251 1"x 1"x 112"NPT 11/16" 11116" 1-3116" 40 0.29 T/O 80249 1"x 1"x 1"NPT 15116" 15/16" 1-9/16" 40 0.73 80256 1-1/4"x 1"x 1/2"NPT 7/16" 9/16" 1-5/16" 40 0.30 80252 1-1l4"x 1-114"x 1/2"NPT 7/16" 7116" 1-5116" 40 0.31 X Y 80257 1-1/2"x 1-1/4"x 112"NPT 1/2" 11/16" 1-7116" 80 0.43 80254 1-1/2"x 1-112"x 1!2"NPT 112" 1/2" 1-7/16" 80 0.46 T/O T/O 80258 2"x 1-112"x 1/2"NPT 112" 5/8" 1-11/16" 80 0.56 80253 2"x 2"x 1/2"NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2—FITTING DIMENSIONS(Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (TIO) SCHD. (Ib) BACK-TO-BACK TEE X x Y x Z X Y,Z X T10 0_1� ! Y80459 1"x 1/2"NPT x 112"NPT 5/8" 1-5/16" 40 0.48 80460 1"x 1/2"NPT x 1/2"NPT 5/8" 1-3116" 40 0.46 T BACK-TO-BACK CROSS X x Y x z x W X,Y Z,W X TIO z . , r W1, 80462 1"x 1"x 1/2"NPT x 1/2"NPT 5/8" 1-3/16" 40 0.46 I / 80463 1"x 1"x 1/2"NPT x 1l2"NPT 5/8" 1-5116" 40 0.47 TIO Y TO T/O SPRINKLER HEAD X x Y X Y ADAPTER 90"ELBOW Y T/O i 80199 3I4"x 1/2"NPT 9/16" 1" 40 0.20 80198 1"x 1/2"NPT 3/4" 1-1/4" 40 0.26 x I 80196 1"x 3/4"NPT 1-1/16" 1-7/16" 40 0.26 —T/O FIGURE 2—FITTING DIMENSIONS(Part 4 of 4) by TFBP to be defective shall be either of merchantability and fitness for a par- Limited repaired or replaced, at TFBP's sole ticular purpose. option. TFBP neither assumes, nor This limited warranty sets forth the ex- Warranty authorizes any person to assume for it, clusive remedy for claims based on any other obligation in connection with failure of or defect raimsproducts, mat on Products manufactured by Tyco Fire& the sale of products or parts of prod- Buildin Products TFBP are war- als or components, whether the claim 9 (TFBP) uctS.TFBP shall not be responsible for is made in contract, tort, strict liabilit ranted solely to the original Buyer for sprinkler system design errors or inac- or an other legal theory. y ten(10)years against defects in mate- curate or incomplete information sup- y g y' rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law.The invalidity,in under normal use and service. This In no event shall TFBP be liable, in whole or part, of any portion of this warranty will expire ten (10) years warranty will not affect the remainder. from date of shipment by TFBP. No contract, tort, strict liability or under warranty is given for products or com- any other legal theory, for incidental, ponents manufactured by companies indirect,special or consequential dam- not affiliated by ownership with TFBP ages,including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse,improper Was informed about the possibility of installation, corrosion, or which have such damages, and in no event shall not been installed, maintained, modi- TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoing warranty is made in lieu Protection Association, and/or the of any and all other warranties, ex- standards of any other Authorities press or implied, including warranties Having Jurisdiction. Materials found TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 V-d; 77 AU L IN N Pl.;. IMIrr d5lmi PA NAl"M ............. v�r c r' v,.�.&` a �' �d�'ac i"i`f�aH ��� r �� �h �r a,�6'�r �s s`t� {'�! �' •i *c '� '� s �- t �.. k � �� ;;�,,,.`7 & 3 e:" a 1 hen dealing with fire protection, you need a piping system BlazeMaster fire sprinkler systems are backed by an extensive you can depend on. BlazeMaster®CPVC pipe and fittings are field support organization,which is available for expert technical designed specifically for fire sprinkler systems and are based on assistance and can provide you with: more than 40 years of proven experience. Lubrizol,the worldwide Proven installation recommendations to maximize efficiency leader in CPVC innovation,takes fire sprinkler systems to and cost savings a level of superior performance that exceeds your expectations. Expert consultation regarding compliance with local, regional BlazeMaster fire sprinkler systems are the most advanced, Listed and national codes and approved non-metallic piping system available on the RK Assistance with architects and engineers market today. And there's no comparison between Y$w �y CPVC pipe and metal pipe. CPVC systems offer on design and specification work more advantages than metal systems ' There are numerous advantages to making all other pipes obsolete. r using the BlazeMaster fire sprinkler '„ Check the facts: �� r technology to address your specific Certified by NSF International Y z needs, including: for potable water safety unders all water conditions � � <� �w E Sprinkler (OntrdCtOrS Improved durability: Elimination of scaling andkk BlazeMaster CPVC pipe and corrosion for lasting performance, c even in salt air environments - �' 4b �, . fitting compounds have been i,r� specially formulated using Lubrizol Natural immunity to Microbiologically zb,f� technology for improved durability. Influenced Corrosion(MIC) It provides many advantages during installation, * Superior flow characteristics offer better hydraulic design even at cold temperatures. over metal systems Cost savings:Overhead on tools is minimal since pipe can be * Ease of fabrication in the field provides unmatched flexibility cut on-site with simple hand tools.A one-step joining system makes installations even quicker, keeping labor to a minimum. Minimal tool investment generates increased cost savings a 50-year life expectancy with a safety factor of two General fontradors • Less conflict with other trades: Contractors installing CPVC formulation delivers exceptional toughness BlazeMaster systems work easily and quickly around dry-wallers, Quality.Assurance Program guarantees consistency framers and other mechanical contractors. and reliability .h9 Lightwei ht;No special rigging a � g p or equipment is needed. ' t to.move BlazeMaster pipe within the building. AROV"' 1, Builders and Developers �... �� t �� � ��, §��� ��• • Low costp,Installed costs of a BlazeMaster system are significantly lower and prices are more stable than 1 metal systems. �x Optimal sized system:Smooth internal diameters "N lead to better hydraulic performance than metal ;c systems,which often means pipe can be gr downslzed, lowering material costs. 'F a - �, f is j 4;�yi5}i�r4 ',}^•.� sat r ° v ��x ' ' • • a�IS�fngS aid 4provat p � •UL1821Lsted , ,• �� , yrr Exposed system risers NFpA1k13R` x x' • < Exposed basement NFPA 13D-(solid wood joist) •• • • Extended coverage(exposed) •• �' • -20'spacing on pendent in lieu of 15' . • • • •Use with all Tyco and Viking,combustible concealed sprinklers `ry •. _ t •Tyco attic sprinkler head(to protect the floor below) ;jmt „ _ • . • •Tyco attic sprinkler head with wet system piping (feed main and ridge installatibn)- , � • • •Exposed extended coverage sidewall sprinkler Listings for exposed pipe&fittings 24'extended coverage sidewall sprinkler,12"drop,1550F sprinkler head -18'extended coverage sidewall sprinkler,12"drop,1650F sprinkler head , ' -16'extended coverage sidewall sprinkler,12"drop,175°F sprinkler head. -14'standard coverage sidewall sprinkler,12"drop,2001 sprinkler head - ' '' • ' ''• • Permitted for use with return air plenums with no set-back • • • • • at ceiling oaeninn_s per NFPA 90A' • • . •ULC or CUL Listed r ' 5 . . •Factory Mutual Approved • . •Factory Mutual Approval exposed • ,. • •Factory Mutual Approval above drop-in ceilings • •- - •Factory Mutual Approval exposed w/Soffi-Steels*soffiting covering system ®LPCB Approval r , ,M r , , M ' I ®NSF Certification • Other Differentiation • - •Size available up to 3" •Approved commercial product for over 20 years •• • ' • • Backed by over 40 years of CPVC resin and compound manufacturing experience • •• •CPVC resin&compound from ISO 9001 manufacturing facilities • System chemical compatibility program(ancillary products) • , ,, . ,. • backed by independent third party testing/verification •Formal installation training program which has more than 10,000 graduates •Developed UL approved cut-in procedure • • • •Leader in new Listing and Approval developments •Dedicated CPVC system field consultants •CPVC pipe compound pressure rated by Plastics Pipe Institute •CPVC fitting compound pressure rated by Plastics Pipe Institute T •Pipe compound cell class,23547,exceeds the minimum allowable ASTM requirements for CPVC tensile strength •Fitting compound cell class,24447,exceeds the minimum allowable ' ' ' ' • ' ' ' ' •ASTM requirements for CPVC impact strength • • , Refer to manufacturer's installation instructions for product Listings and limitations prior to use, *Soffi-Steel E is a registered trademark of Grice Engineering Lubrizol Lubrizol Advanced Materials,Inc. BlazeMasterO Marketing Department Chaussee de Wavre, 1945 1107-1110 Shui On Centre 9911 Brecksville Road 1160 Brussels 6-8 Harbour Road Cleveland,OH 44141-3201 USA Belgium Wan Chai,Hong Kong 216-447-5000 32-2-678-19-11 852-2508-1021 888-234-2436 Fax:32-2-678-19-90 Fax:852-2512-2241 Fax:216-447-5750 r r �lazei�aster , -v„ s°� .. ,.3,eb �", .. - r'°d. -.> •�`- d rt':_, 3`? .-._ {y' I Qry BlazeMaster®pipe and fittings are produced to stringent quality standards,established by Lubrizol,that exceed ASTM and other industry standards.Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind.This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances.Lubrizol remains the technology leader and primary source of CPVC materials worldwide.While we do not manufacture pipe and fittings,we maintain a close and active relationship with the pipe and fittings manufacturers.Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. BM002US BlazeMaster®is a registered trademark of The Lubrizol Corporation ©2007 The Lubrizol Corporation The information contained herein is believed to be reliable,.but.no representations, are the responsibility of the user.Lubrizol Advanced Materials,Inc.shall not be liable for and guarantees or warranties of any kind are made as to its accuracy,suitability for particular the customer assumes all risk,and liability of any use or handling of any material beyond applications or the results to be obtained therefrom.The information is based on laboratory Lubrizol Advanced Materials,Inc.'s direct control.THE SELLER MAKES NO WARRANTIES; -work with small-scale equipment and does not necessarily indicate end product performance. EXPRESS OR IMPLIED,INCLUDING, BUT'NOT LIMITED TO THE IMPLIED WARRANTIES OF Because of the.variations in methods, conditions and equipment used commercially,in MERCHANTABILITY AND FITNESS FOR A'PARTICULAR PURPOSE.Nothing contained herein- processing these.materials,no warranties or guarantees are made as.to the suitability of .is to be considered as permission,recommendation,nor as an inducement to practice any the products for the applications disclosed.Full-scale testing and end product performance patented invention without,permission of the patent owner. Printed in U.S.A.', 06/07. . Y ` vB FIRE SPRINKLER SYSTEMS Hangers and Bracing Because BlazeMaster pipe is rigid, it requires fewer supports than flexible plastic systems. Most hangers designed for metal pipe are suitable for BlazeMaster pipe. Do not use undersized hangers. Hangers with sufficient load bearing surface shall be selected based on pipe size, i.e., 1-1/2" hangers for 1-1/2" pipe.The hanger shall not have rough or sharp edges which come in contact with the pipe. The pipe hangers must comply with the requirements in NFPA 13, 13R, and 13D. For Quick Response upright sprinklers, rigid hangers secured to the ceiling shall be used. For installation of exposed BlazeMaster CPVC, listed support devices for thermoplastic sprinkler piping or other listed support devices shall be used which mount the piping directly to the ceiling or sidewall. When a sprinkler head activates, a significant reactive force can be exerted on the pipe. With a pendent head, this reactive force can cause the pipe to lift vertically if it is not properly secured, especially if the sprinkler drop is from small diameter pipe. The closest hanger shall brace the pipe against vertical lift-up. Since BlazeMaster CPVC is more ductile than metallic sprinkler pipe, it has a greater capacity to withstand earthquake damage. In areas subject to earthquakes, BlazeMaster fire sprinkler systems shall be designed and braced in accordance with local codes or NFPA 13. Transition to Other Materials BlazeMaster male and female threaded adapters or flanges are Listed for connecting a BlazeMaster system to other materials, valves, and appurtenances. A special reinforced female threaded adaptor is available for connection to the sprinkler head. A thread sealant shall be used in making threaded connections. TFE (Teflon°) thread tape is a recommended seal- ant. Other acceptable sealants are those that meet the standards of the FGG/BM°System Compatible Program. These are shown at www.blazemaster.com. Some thread sealants other ASTM F442 CPVC SECURE AGAINST BRANCHLINE' UPWARD MOVEMENT FLOOR FLOOR JOIST FLOOR CEILING FLOOR JOISTS CEILING \ FIRE SPRINKLER FIRE SPRINKLER 'NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER ASTM F442 CPVC SECURE AGAINST BRANCHLINE' FLOOR UPWARD MOVEMENT FLOOR FLOOR JOIST CEILING / FLOOR JOISTS CEILING \ FIRE SPRINKLER FIRE SPRINKLER 'NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER _ 888.234.2436 111 9911 Brecksville..Rd. Cleveland,OH 44141 3201'_ : C . e-mail:site: w Lr ;i 1 C _ 11 oaf -r . . •I than those mentioned previously contain solvents or UL Listed couplings of similar design may be used. other materials that may be damaging to CPVC. Always Caution: Use of rigid style couplings may damage the consult with the manufacturer of the material for com- grooved coupling adaptor. Lubricate the gasket with a patibility with BlazeMaster CPVC pipe and fittings. vegetable soap base gasket lubricant- IPS Weld ON Gasket/Joint Lubricant#787 or Seacord Corp. Ease-On Care shall be exercised when transitioning between Pipe Joint Lubricant. Caution: Certain lubricants may BlazeMaster pipe and fittings and metal. Care must contain a petroleum base or other chemicals which will be taken to avoid over-torquing. Generally, 2 turns cause damage to the gasket and adapter. Always con- beyond finger tight is all that is required to make up a sult with the manufacturer of the lubricant for compat- threaded connection (approximate torque should be ibility with BlazeMaster CPVC pipe and fittings. DO NOT 10-25 ft. pounds). USE vegetable oils, such as Crisco®, as a lubricant. Grooved Coupling Adapters CPVC Grooved Coupling Adapters were designed using the Victaulic style 75 flexible coupling. Other BlazeMaster Pipe Dimensions SDR 13.5 (ASTM F442) Inches illimptpr.-) Nominal Size Average OD Ampaiage ID Pounds/Ft. 3" 80.0 3.500 88.9 2.951 75.0 1.867 Allowance For Friction Loss In CPVC Fittings Elbow (Expressed in Equivalent Feet Of Pipe) Elbow 0 Coupling M 1 1 1 1 2 2 Tee Run 1 1 1 1 1 1 1 2 2 BlazeMaster Pipe SDR 13.5 (ASTM F442) Nominal Size Max Spacing inches (MMI feet (M) 1 a uy FIRE SPRINKLER SYSTEMS _ Comparison Of.Fire Sprinkler Piping Materials In June 1994 the Building and Fire Research Laboratory of the National Institute of Standards and Technology (NIST) with a grant from the United States Fire Administration,conducted a literature based study comparing the characteristics of Chlorinated Polyvinyl Chloride (CPVC), Polybutylene (PB), copper and steel fire sprinkler pipe primarily related to light hazard and residential installation. The report addresses key variables such as: •material properties •usage criteria and limitations •system design •installation requirements •economics •maintenance Attached is a summation of these variables affecting fire sprinkler pipe selection. For a copy of the complete report contact: Mr. Larry Maruskin United States Fire Administration Federal Emergency Management Agency 16825 South Seton Avenue Emmitsburg, MD 21722 Ph:301-447-1141 Fax;301-447-1651 Note: Since the publication of this report several significant technical advancements have been made in the use of BlazeMaster"I CPVC pipe.The method of joining CPVC pipe and fittings has been improved such that a primer is no longer required to be applied prior to the application of the solvent cement. Single step solvent cements have been developed that are easier to apply and just as strong as the primer with solvent cement method. Additionally BlazeMaster®pipe and fittings are now listed by Underwriters Laboratories and approved by Factory Mutual to be installed exposed (without protection). lot 9911 Brecksville Rd. Cleveland,OH 44141-3209._ web site: wrAu bi s ster com, .e-mail:blazemaster@blazemr ister crs zt 4 NISTIR 5339 N LST Comparison of Fire Sprinkler Piping Materials: Steel, Copper, Chlorinated Polyvinyl Chloride and Polybutylene in Residential and Light Hazard Installations Kathy A.Notarianni and Margaret A.Jackson U.S. DEPARTMENT OF COMMERCE it Sponsored by.- Federal Emergency Management Agency United States Fire Administration 16825 S.Seton Avenue Emmitsburg, Maryland 21727 Summation of Variables Affecting Fire Sprinkler Pipe Selection Pipe or Tube Type Typical Steel lightwall Copper CPVC PB Property Sch.40 steel Type M SDR 13.5 SDR 11 color black silver copper bright orange grey weight of the DN25 (1 in.)size (kg/m) 2.5 1.8 0.7 0.4 0.2 melting point(MP) (MP) (MP) (MP) (HDT) (MP) or heat distortion temperature (HDT) 1427-1538°C 1427-1538°C 1082°C 103°C 122-126°C (2600-2800°F) (2600-2800°F) (1980°F) (217°F) (252-259°F) damage high with UV high with UV susceptibility low low low exposure and exposure and impacts impacts corrosion high/ high/ moderate/ low/ low/ susceptibility 120 120 150 150 150 design C factor NFPA 13 light occupancy hazard, 13D, NFPA 13 light classification not not not 13R, concealed hazard, 13D and NFPA standards limited limited limited and restricted 13R exposure concealed only NFPA 90A maximum ambient not limited not limited not limited 66°C 49°C temperature (150°F) (120°C) flexibility/hanger not flexible/ not flexible/ slightly flexible/ very flexible/ spacing for the 3.7 3.7 flexible/ 1.8 1.0 DN25(1 in.)size(m) 2.4 yes/offsets expansion yes/ concerns/solutions negligible negligible negligible direction snakingpipe changes, loops p p threaded threaded soldering fitting type grooved grooved brazing primer/solvent heat fusion flanged flanged cement crimping plain-type plain-type grooved ethylene glycol compatible * * propylene glycol antifreeze not limited not limited not limited glycerine methanol glycerine* 'NFPA recommends that only antifreeze solutions of glycerine or propylene glycol be used when the sprinkler system is connected to potable water. c sgi a. r POTTER The Symbol of Protection RD13 RISER N'SR-SG Specifications: UL,CUL,and CSFNI Listed Service Pressure: 175 PSi(12,07 f3 AR)-UL 3` Flow Sensitivity Range for Signal: 4-10 GPM(15-38 1-PM)-UL 'Maximum Surge: 18 FPS(55 MPS) ry "- 7 Contact Ratings: Two sets of SPDT(Form C) �.-. 10.0 Amps at 125 250V AC 2.0 Amps al 30V DC Resistive 10 in Amps min.at 24V DC �y ; :141� z , Conduit Entrances: Two knockouts provided for 1/2"conduit. Environmental Specifications: � Temperature range: 40°F-120°F (4.5°C 49°C) UL Replacement VSR-SG Stock number 1144460 Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D tr_•v Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit,stock number 0090148 Replaceable Components:Retard/Switch Assembly.stock number 1029030 Gauge and now switch shipped loose in box. Nlodels: 1" RD13R1SER with or without check valve 1 1/4"RD13RISER with or without check vale 1 1/2"RD13RiSER with or without check vale 2" RDBRISER with or without check valve The RD13 Riser is constructed from Listed CPVC products suitable for fire sprinkler services subject to the limitations and installation requirements of � ��� � ARN ; �g Flameguard@by Spears.The RD13 Riser incorporates aULListedVSR-SG flow '° switch;gauge;drain valve,and optional UL Listed check valve. The VSR-SG Installation must be performed by qualified personnel and in accordance flow switch is equipped with union connection to facilitate the installation and with all national and local codes and ordinances. removal of the switch in confined spaces. Shock hazard.Disconnect power source before servicing.Serious injury or Installation death could result. I. Following CPVC manufacturer's instructions for preparation and gluing of Risk of explosion.Not for use in hazardous locations.Serious injury or CPVC piping systems,glue the main riser to the main supply line for the death could result. sprinkler heads. 2. Using appropriate fittings,connect the main water supply to the bottom ofthe 'testing check valve(or riser on units without check valves)and the drain connection The frequency of inspection and testing for the Model VSR-SG and its to an adequate drain line.The riser must be mounted in a vertical position, associated protective monitoring system,should be in accordance with (arrowon check valve must point in the direction ofthe intended water flow). applicable NFPA Codes and Standards and/or the authority having jurisdiction See Fig 4. (manufacturer recommends quarterly or more frequently.) if provided,the 3. Attach gauge to riser.Apply Teflorn&tape to male fitting ofgauge only.See inspectors test valve(usually located at the end ofthe most remote branch Fig 4. line)should always be used for test purposes. I f there are no provisions for 4. Check to make sure the proper paddle is installed on the switch.(Paddle size testing the operation of the flow detection device on the system,application of must match the riser pipe size and Tee manufacture.) the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM 5. Install the flow switch to the RD 13 Riser.Verify that the o-ring is properly (38 LPM)is required to activate this device. positioned in its groove.Hand tighten the nut to the union after orienting the flow switch in the appropriate direction to detect waterflow.The paddle Maintenance must not rub the inside of the Tee or bind in any way.The stem should move The VSR-SG waterflow switch should provide years of trouble-free freely when operated by hand.See Fig. 1. service. The retard and switch assembly are easily field replaceable.In the Note:Do not leave cover off for an extended period of time. unlikely event that either component does not perform properly.please order replacement retard switch assembly stock number 1029055."There is no inspection maintenance required,only periodic testing and inspection. Inspect detectors monthly for leaks. If leaks are found,replace the detector. Removal [+ • To prevent accidental water damage,all control vales should be shut tight and the ,IjAUTI N. , system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. Do not over-tighten the union nut,hand tighten only. Loosen nut on union fitting. Lilt detector clear of pipe. Potter Electric Signal Company,LLC•2081 Craig Road,St.Louis,N,10,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA \4FG..45401152-REV G PAGE I OF 2 Si08 POTTER `x The Symbol of Protection RW 3RISER Fig. l uoNnrLE;,'r:IrI,FR Fig.2 Dimensions OFF F17 i!FXTFNDFIf 1'FRIIin OF Ti,IF _I RELIEF VALVED RETARD� - I;wm 1 / I.NSVRF.THAT O-RINK IS III e i I 1•IOI,NTSIIARROR' - f � N'Ay VALVE: 1\O.IiIN n GR IM\'F / F�.� ONnASI:1'I�INIS IN nl r lRF INSTALLING J DIRF!'74IN OF -� VSR-SG FLOW SWITCH MICH i"I.1:1LI: A 1:1.1."FING ON B 1 L.L.Xr7.1N "I I RISER NIA, 1"DRAIN VALE: ® C CHECK VALVE. V" DIRECTION OF ,4:•,TERFI OW DW'(i�i 152- Retard.adjustment 'Ihe delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds). The time delay should be set at the minimum required to prevent false alarms. DIRECTION OF WAAIERff"LOW 0 Dwc. 11053-3 Important: The paddles have raised lettering that show the pipe size and the TF.E mamrjacturer they are to be used Fvith. The proper paddle must be used. The paddle must be properly attached and the screw that holds the paddle must be securely tightened. RD13 RISERS Riser Check 31/2" 1" Relief 3-Way fart Dimension Dimension Dimension Dimension Dimension Size Valve Gauge Drain Valve Valve Model Number g Valve lee t ) l � � )Number "A" In. 'B" In. "C" 1n. "D"(M.) �"E"(In. ) X X X X RD13-100-0 1119062 1" 18 5/8 15 3/8 12 1/4 10 1/2 X X X X X RD13-100-1 1119067 31/2 X X X X RD13-125-0 1119072 - 1 1/4" 19 3/4 16 5/8 12 5/8 10 3/4 X X X X X RD13-125-1 1119077 4 X X X X RD13-150-0 1119082 - 1 1/2" 20 1/8 17 1/8 12 7/8 10 7/8 X X X X X RD13-150-1 1119087 41/2 X X X X RD13-200-0 1119092 - 2" 21 1/4 18 1/2 13 1/2 ll 1/8 X X X X X RD13-20071 1119097 51/8 PRINTED 1N USA MFG.45401152-REV Cl PAGE 2 OF 2 5/03 October 4, 2007 Sprinkler 150u FREEDOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedoms Residential Concealed Pendent Sprinkler VK468 is a small high- sensitivity glass bulb residential sprinkler for use with a domed cover assembly. The orifice design,with a K-Factor of 4.9 (70.6 metric'), allows the sprinkler's efficient use of available water supplies for the hydraulically designed fire-protection system. The fast response glass bulb and special deflector combine speed of operation and areas 2 ' of coverage to meet residential sprinkler standards. ` , Concealed sprinkler VK468 is pre-assembled with a threaded adapter for installation with the domed cover that provides up to '/z" (12.7 mm) of vertical adjustment. The ° cover plate is available with several decorative finishes to meet design requirements. The two-piece design allows installation and testing of the sprinkler prior to installa- tion of the cover plate.The"push-on","thread-off"design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. 2. LISTINGS AND APPROVALS cULus Listed: Category VKKW NYC Approval: MEA 89-92-E, Volume 35 NSF Certified: NSF/ANSI Standard 61, Drinking Water System Components Refer to the Approval Chart on page 150w and Design Criteria on page 150x for cULus Listing requirements that must be fol- lowed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Viking Technical Data may be found on Maximum Working Pressure: 175 psi(12 bar). Factory tested hydrostatically The Viking Corporation's Web site at to 500 psi (34.5 bar). http://www.vikinggroupinc.com. Testing: U.S.A. Patent No.4,831,870 The Web site may include a more recent Thread size: 1/2"(15 mm) NPT edition of this Technical Data Page. Nominal K-Factor: 4.9 U.S. (70.6 metric') 'Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55°C) Overall Length (Sprinkler Body):2-1/4" (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw: Brass UNS-C36000 Pip Cap: Bronze UNS-C31600 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Cover Assembly Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Form No. F_020206 Replaces page 149u-z dated May 4, 2007. (Re-numbered and added NSF certification.) Sprinkler 150v October 4, 2007 FREEDOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Viking Residential Concealed Pendent Sprinkler VK468 and Cover Plate Assembly must be ordered separately: Sprinkler: Base Part No. 13637A-X(includes sprinkler and adapter pre-assembled,with a protective plastic cap covering the unit) Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Ratings(°F/°C): 155°/68° = B, 175°/79° = D For example, concealed sprinkler VK468 with a 155 °F/68°C temperature rating= Part No. 13637ABX Note:When ordering this sprinkler using the SIN, add suffix-D.For example,concealed sprinkler VK468=VK468-D. Cover Plate Assembly: Base Part No. 12207 Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the appropriate suffix for the cover temperature rating to the base part number: Finish Suffix: Polished Chrome=F, Painted White=M-/SW1004, Painted Ivory=M-/SW1634, Painted Black= M4SW1007 Temperature Suffix(°F/°C): 135°/57°=A, For example, cover 12207 with a Polished Chrome finish and a 135 °F/57 °C temperature rating = 12207FA. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the"Sprinkler Accessories'section of the Viking data book.) Sprinkler Wrench: Part No. 13577W/B** (available since 2006) "A M"ratchet is required(not available from Viking). Sprinkler Cabinet: Five-head capacity: Part No. 01731A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the pip cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Sprinkter,Temperature�� Sp�Inkter�Nominat�`� �Maxim�m Arp6tent f fiemperare Rattrtg o�tlre�Coyp;�����vet �Iate;Base � � .Bu�ib am g �,�:�<Ctasstfic�bgl� T�mpewa,�reRadngµ; >��CQ�lhgkTemper8ture _� Asseml?ty(ftequf'ed)���r„ ,��PartlVumbe��_�� '`° olor�� Ordinary 155°F(68-C) 100°F(38°C) 135°F(57°C) 12207 Red Intermediate 175°F(79-C) 150°F(65°C) 135°F(57°C) 12207 Yellow Cover Plate Finishes: Polished Chrome,Painted White,Painted Ivory,or Painted Black Footnotes The sprinkler temperature rating is stamped on the deflector. s Based on NFPA-13, NFPA 13R,and NPFA 13D.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. October 4, 2007 Sprinker 150w V& @Ila A FREEDOM° RESIDENTIAL } CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-9454495 Email: techsvcs@vikingcorp.com f F � x s Resrderibal Conce fed I�enden�Spn kler YK4 8 � � � ., � r ��- ,�a ,�.•. � ',�."" `�,�.�,;.�. '.: ;_ ,r��. :,'���',,,...w�or syte�ms desJgned taNFPA 13D or NFPA 13R �� ,.. :. '�� ���-���"�,�:$"`��,.,.r:': Sprinkler Base SIN NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' Inches mm U.S. metric' Working Pressure Inches mm 13637A-X VK468 1/2 15 I 4.9 70.6 175 psi(12 bar) 2-1/4 58 Listings and Approvals' Maximum Areas of Coverage' Minimum Water Supply Requirements' (Refer also to Design Criteria on page 150x.) cULus" NYC5 NSF6 Installed below smooth,flat,horizontal ceilings,including ceilings with slopes up to and including 2112(9.5'). 12 ft.x 12 ft.(3.7 m x 3.7 m) 13 gpm @ 7.0 psi(49.2 L/min @ 0.48 bar) AX1 AX1 AX1 14 ft.x 14 ft.(4.3 m x 4.3 m) 13 gpm @ 7.0 psi(49.2 Umin @ 0.48 bar) AX1 AX1 AX1 16 ft.x 16 ft.(4.9 m x 4.9 m) 13 gpm @ 7.0 psi(49.2 L/min @ 0.48 bar) AX1 AX1 AX1 18 ft.x 18 ft.(5.5 m x 5.5 m) 17 gpm @ 12.0 psi(64.4 Umin @ 0.83 bar) AX1 AX1 AX1 20 ft.x 20 ft.(6.1 m x 6.1 m) 20 gpm @ 16.7 psi(75.7 Umin @ 1.15 bar) AX1 AX1 AX1 Installed below ceilings with slopes'up to and including a 8112(33.7°)pitch.Refer to Figure 5 on page 150z. UL NYC NSF6 20 ft.x 20 ft.(6.1 m x 6.1 m) 26 gpm @ 28.2 psi(98.4 Umin @ 1.94 bar) BX1 - BX1 Sprinkler Temperature Ratings Cover Plate Finishes Cover Temperature Rating A-155°F(68°C)and 175°F(79°C) X-135°F(57°C) 1 - Polished Chrome, Painted White, Painted Ivory, and B-155°F(68°C) Painted Black9 Footnotes ' Part number shown is the base part number.For complete part number,refer to Viking's current price schedule. Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S.and Canada. Accepted for use,City of New York Department of Buildings, MEA Number 89-92-E,Vol.35. 6 Tested and Certified by NSF(National Sanitation Foundation)to NSF/ANSI Standard 61, Drinking Water System Components. 'For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"for the next larger area listed.Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement"used. 6 Areas under sloped ceilings must be measured along the ceiling slope.Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. Other paint colors are available on request with the same listings as the standard finish colors.Listings and approvals apply for any paint manufacturer. Contact Viking for additional information.Custom colors are indicated on a label inside the cover assembly.Refer to Figure 2. Sprinkler 150x October 4,2007 FREE DOM° RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com mks �k aDES(GN C'R�TERIA, Aid #e�to th pprovai Chart on pa9�. _q cULus Listing Requirements: When using Viking Residential Concealed Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R,apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 150w. For systems designed to NFPA 13:The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers.The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 150w for NFPA 13D and NFPA 13R applications for each listed area of coverage,or A minimum discharge of 0.1 gpm/ft'- (4.07 mm/min) over the "design area' consisting of the four contiguous most hydraulically demanding sprinklers for the coverage areas being protected by the four sprinklers. NOTE:The A,=S x L method must be used to determine the sprinkler protection area of coverage per NFPA 13. Minimum distance between residential sprinklers:8 ft.(2.4 m). • DEFLECTOR POSITION: Install Residential Concealed Pendent Sprinkler VK468 with the deflector 3/8"(9.5 mm)to 7/8"(22.2 mm) below the ceiling.Refer to Figure 3. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to pages RES1-17 for general care,in- stallation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Sprinkler^� rind Adapter, -- % <D CU,f Assembly �,o � o 9i c� \� �VIKING L Icientificotion of Custom Paint Color: All custom color" pointed cover plates will have on identif,,ing label affixed to the Protecti, e inside of the co.er that indicates custom Sprinkler color and will ho,,e a representative somple Shell Ca paint dot; of the paint on the Lobel. Figure 1: Concealed Sprinkler VK468 Figure 2: Identification of Custom Paint Color with Protective Shell for Concealed Covers October 4, 2007 Sprinker 150y ;r : �i ��� �'' ��;1 "1��'.: FREEDOM® RESIDENTIAL � � CONCEALED PENDENT SPRINKLER VK468 (K4.9) . N1KJM4N The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1,12 NF T (15 nw, `— 2-1I4" (34.3 mr,i G — hliriirum (25.4 mr'1) 1 lr owl /c` 3/8` 1 (22.2 rim) i Lai 5 19. l Hoximum hiG Xir)urn Figure 3: Sprinkler Dimensions and Cover Installation Wrench 2-5/8' (66.7 mm) Flat diameter opening - required in pbpp the ceiling. —— -------------- i Ll i Sprinkler and Sprinkler Wrench Adapter Assembly 13577W/Bx)K must (Protective Shell i be used for Removed for J l installing Concealed Installation.) C J J Sprinkler VK468 7 Step 1: Carefully slide Step 2 Carefully press the wrench sideways the wrench upward and -A 1/2" ratchet is required around the deflector. } turn slightly to ensure (not available from Viking). engagement with the sprinkler wrench flats. Figure 4: Sprinkler Installation and Correct Use of Sprinkler Wrench Sprinkler 150z October 4, 2007 NEEFREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK468 K4.9 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com _ See Note 1 below. t ''Maximum Notes: `�� _ ceiling r 1. Listed areas of coverage corre- slope=8/12 - spond to areas measured along (33.7`). j ceiling slope. (For sloped ceiling _ installations, actual floor cover- age in the horizontal plane under sloped ceilings will be less than the listed area.) Refer to the Approval i j 2.Actual installations may require Chart for listed multiple sprinklers.A single sprin- areas of coverage. i a. kler installation has been shown for clarity. 3. For "cathedral" ceiling applica- tions, install sprinklers in a sym- metrical mirror-image of Figure 5. Figure 5: Installation Instructions-Sloped Ceilings Form No. F_020206 Replaces page 149u-z dated May 4, 2007. (Re-numbered and added NSF certification.) Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount Size Range— 314" thru 2"CPVC pipe Material— Carbon Steel, Pre-Galvanized ''• j �F Function — Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig.24 can also function == as a restrainer to prevent the upward movement of the sprinkler head , ' I during activation. Approvals —Underwriters' Laboratories Listed in the USA (UL)and Canada (cUL)to support fire sprinkler piping. Meets and exceeds the _ requirements of NFPA 13, 13R and 13D. r Features —Fig.24 incorporates features which protect the pipe and ease installation. The flared edge design' protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two j UL Listed hex head self threading screws"furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. E Finish — Pre-Galvanized r� Order By—Figure number and pipe size * Patent Pending f ** Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions •Weights CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing(Ft.) Head Size Wt./100 3/4 26/,6 16/32 13/, 51/z 5/16 9 1 214 11/16 11/1:, 6 5/16 9 1 V4 3 11/2 13/16 61/2 5/16 11 1 Vz 31h 16/6 11/16 7 5/16 12 2 311/16 127/3z 11/n 8 5/16 15 ® Main OfficelManufacturing Facility-1375 Sampson Ave.-Co'ona.CA 92879•Ph 909.737.5599•Fax: 909.737.0330 Customer Service-800:786.5266 www.tolco.com Fig. 28 C UI. US LISTED "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe Size Range—W through 2" Material—Carbon Steel, Pre-Galvanized Function— Designed to be used as a hanger and restrainer for CPVC piping where the"stand-off" design will ease installation by eliminating the need for wood blocking. Features: ' • Flared edge design protects CPVC.pipe from any rough or abrasive surfaces. A • Unique twist and lock design holds pipe firmly in place and allows retrofit type B of installation_ • The "Stand-Off' design eliminates the need for wood block extension. C , • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge with (2) 1/4"x 1"tek type self drilling tapping screws. Y • U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals—Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL)to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig.28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint ' when installed on 3/8"composite wood material. Use two Fig.27B Speed Nuts when used as a hanger and restraint. Use one Fig.27B Speed Nut on the upper installed ` screw when used as a hanger only. Order by—Figure number and pipe size. US AND INTERNATIONAL PATENT APPLICATION IN PROCESS. ;v;rrou;Ren.. fUi3t151DE........... NEL:tP.Rf.D Me ....r..,'� .._ ..id Tom. ` Dimensions •Weights HANGER APPLICATION HANGER fl RESTRAINT Pipe Approx. APPLICATION Size A B C Wt. ` 3/4 3%2 2 3'h .180 _.. 1 3V16 2Yie 3'/2 .210 1 N 3H 2Y8 3'f2 .225 1 _.. 1'h 4 2'h 3h .310 4 .... _.__...... :::: _....._. 2 41h 2 /16 35/e .340 ...? F*28.._.............. t ' FIG.28 ' F1G.28 aim a ..-. .._._.._....._.._....._.....................................__.........._..........., OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA.CA 92879•PH: 951.737.5599--FAX: 951.737.0330 ' CUSTOMER.SERVICE•800.786.5266 www.tolco.com " Vv v Pig. 29 - CPVC Double Offset C US LISTED Size Range— Available in 3/4" and 1" pipe sizes Material —Carbon Steel Function — Intended to perform as a hanger and restrainer for CPVC; plastic fire sprinkler pipe. Provides double offset 1 /2"x 1 1/2"from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. + Features — •Thumb tab provides protection to restrain pipe in rough job site - conditions.Tab is not required to be bent for listed installation. •Offset edge eliminates abrasion. •Attaches easily to wood structure with two special #10 x 1 hex 1.500 head self-threading screws furnished with product. Approvals— Underwriters Laboratories Listed in the USA (i _________ _______- O and Canada (ci as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish— Pre-Galvanized Order By—Figure number and pipe size. PATENT PENDING 1.500 ------------------- i 1 _i OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786,5266 www.tolco.com Tri an I e solo 60 Kerr - Solo176 "M S010250 Solo 399 . v Water of er o 01 na- us *INSTALLATION AND MATNTENANCE * M A N UA L Warranty Registration Card must be filled out by the customer and mailed within thirty(30)days of installa- tion in order to gain warranty coverage. When receiving the PRESTIGE Solo unit,any claims for damage or shortage in shipment must be filed immediately against the transportation company by the consignee. Leave all documentation received with appliance with owner for future reference. If the information in this manual is not followed exactly,a fire or explosion may result causing property damage,personal injury or death. FOR YOUR SAFETY • Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. • WHAT TO DO IF YOU SMELL GAS - Do not try to light any appliance - Do not touch any electrical switch; do not use any phone in your building. - Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. - If you cannot reach your gas supplier, call the fire department. Installation and service must be performed by a qualified installer, service agency or the gas supplier. Series II1 2007-2 Manual Prestige Solo 60/175/250/399-Revised 09/22/08 f Product Specifications ® Tri a n S I e ube 172" [07;mm] NPSC`Pressure;RelietWIVe° 127 M mm] 110:mm 3 Vent Outlet ... [ ] 3" Combustwn.Air Inlet t �u '9a O, Yb a p 5e 7.30 3/4" Gas Conraectiori [18fi'mm] 14.70" 372 mm] 2_60" 14/41' NPT Boller Retujrn 19.80 [502 mm] 10 .mm 1A14"'NPT BoilerSupply Front View PRESTIGE Solo 175/250 Tube Product Specifications I Tri a n g l e ii_32"[20$mm] 314:'NPSC Pressure Relief-Valve_. 691 3"[176 mm] Vent,Outlet 3" C'ombustfionAi'r met F Rd a ng 1 4 � a t n *.,k xr ; Fa A o- D j, ro e, e v? s L89" 3/4""Gas Connection' [48 mm]. 1-1/4 MPT Boiler Return '.1132"`288:mm 1-114""NPTB.oiler Supply 15,60"139&mmj Side View PRESTIGE Solo 175/250 Product Specifications g® ThangleTube Pressure Drop.Comparson -Grundfos. 52� - 1—Rbsti&SOLO''256 -� 28U ,` 0—Grundfos.UP43 75F/UP50'75F -Grundfos`UP26 9.9F• 24.0 � �-G rundfos UP26=41'6F p 8.0 v �4.0 0Q 5 fa 15. "20'. 25 FtdW,Rate.(.GPM) Graph 4: Pressure Loss Through Boiler- Grundfos Circulators Pressure Drop Comparison =Taco. -`Prestige'SOL0175' 28 0. -�--Prestige SOLP,25P 24.0 Taco 0010 V - Taco 0011. Taco 0012; LL MO. � t . 2Q "a a 12.0 � . , r IL 4.0 0.0` 5 10. 15 20; 25 FlaW Rate.,(,M) Graph 5: Pressure Loss Through Boiler-Taco Circulators Note: Minimum allowable flow rate at full input: - 8 gpm SOLO 175 - 12 gpm SOLO 250 Product Specifications ® Tri a n S 1 eT b e SOLO 60 Natural 60,000 54,000 47,000 95% 95/43 Propane 95% 95/43 SOLO 175 Natural 170,000 154,000 134,000 95% 131 /60 Propane 95% 131 /60 SOLO 250 Natural 245,000 223,000 194,000 95% 142/65 Propane 95% 142/65 Ce ® s "' • •a ® r - o • • r o' • - • - • • SOLO 399 Natural 399,000 379,000 330,000 94.1% 95.1% 225/102 Propane Note 1: The heating capacity of the PRESTIGE Solo Note 4: Input and output ratings are shown for sea 60/175/250 is based on the test requirements level applications: The PRESTIGE Solo of the U.S.Department of Energy. automatically derates the input at approxi- mately 2%for every 1,000 Ft.of altitude.No Note 2: The IBR rating is based on a piping and pick alterations to the boiler or burner system is up allowance of 1.15.This allowance should required. be sufficient for the standard radiation requirements for a building load. Note 5: PRESTIGE Solo 399 output rating is based Note 3: Based on the given AFUE the PRESTIGE off of the thermal efficiency. Solo 60/175/250 meets the energy efficiency guidelines established by Energy Star. DOE Mz, I� TI' , K c ET- us 03/19/2009 11:12 631-789-5600 Z S CONTRACTING PAGE 02 EIUI_QINI & SULGINI,G.C., INC. ROBIN LANZ N INSULATION Proposal 9 ROBIN LAN>" GLtNTON,GT 06413 PHONE(860)659,0392 MATE REG.,#551987 �� •ra r 7./2412009 1687 rrCON01 flONSOF .• Contractor aubMits INA Pmo4al for work on the property herein 'L&S CONTRA CIING doscribpd,Upon acolplance,Contractor agrees to tumiah labor and i'Atll,((JNTl1.I,O) materials necessary 10 improve tho above premises in a good, P.O.BOX 202 workaiiinliko and aLlbatatAllal rnihnor according to the terms. epoelflent,orls,provisions,prices and plane(if any). 1`ISIiF:Ii GLAND.NY OtS391) Stan and Complatlon: The approArnato start date of� ^^T and appriAirnette completion Clete of --are subJoct to Rormlcciblo 4olsys as per provision (5)( on the reverse lido, I Owner and Contractor a re�,tllat a doll to 4omplotion data: i4 of Utia ass�sapOr I�l;r%n 4 the e/ssence. / y r!/'�r"��y y mrv{ryr,xyiA 1 { xNx?rr/J tluk! ADDITIONAL$HRETS ATTACHED ■ • OF r . MATFRIALS • • JOB LEWN17UN: LAWRI:NCE',RESIDr.NCE,111MIERS ISI.AN6.NY HIGH P13148I 'Y CELLIII.OSE SYSTI"M-FIRF R 'I'ARDANT,DETERS MOLD AND PFSTS/RODENT;WITH NATURALLY 0(7C:URPLING MINERAL.~AND NIGHER R-FAUl'Oit THAN FOAM,SNGRGY STAR NA'IZIRAI,GREEN REC;YCLISD PROI)LI(:f TI lAT 11'.0ORMS r3r•:'l' RP,THAN FOAM AND 1,IRERGLASS 1)1 fiT ANT)2ND FLWIt WA1.is WI't l i DRILL AND PLUG M11"I'l101)FROM oul'siDF AROIND I'I?RIMi:I'RR OF 110UNE ?)DRIII,IIO(,118111011 AND i.OW ON EAC1d BAY C ENT14 3)1NSTAI J.CLASS I C'I?LIA)LOSK R-15 FIA,I,VOID COVl:,Y' AGIt 4)INSTAII,I', PLUGS IN IfOI,IbS 5)DRILL AND PLUG'11IROUC;I4 2N1)AND 3RD FLUOR VAIII:11,3k W11131tl,NIUEDIMIX)FILL CAVITIES R-24,SOME VA[J1.11."t)BLOWN FROM 3RD 1r[.00R ATTIC AMI;A 6)LyFMI_AND inmkj 2N1)IrLOOI'E FLAT ailLING ARI,,AS THAT BUMP Olrl'OF MAIN I l()tNr, R-49.APPROX.2-3 11(,I,I:S 7)0I111,1.AND P1,110 IS I`F7.(X)R PANTRY ROOM CEILING R-49 12.5".APPROX.3 ROWS ON l%AC K$AY 3r APART 8)2NP AN1 .3RV FLOOR►CNBEWALLS'ro III:AC:083 %'.D 'I(ROl)(11I I tA'X31 DOORS OR CUT ACCI-SS MADE,AND INSTALL R-13 NA'111RAL ULTRA TOUCH C011'AN IIATTiN(;IN OPEN S 1'tIDS TO INSIII,ATE C OMFORT J()Nli 9)INSt ILAIT"AI,I.EX11"0813D KI REMAI.I.FLOORS WITH 12"CLASS I CELLULOSE R-46,AND PLUG I IL)I,rS WITH TAPERED WOOD PLUGS TO SEAL OFF HEAT LOSS PROM FLOOR BELOW 1 a)INSULATE 3RD FLOOR P1.A4;TR1t GABLE WALLS THROUG1I PI.AS-111R,01til't,AND Pt.Utl Mr,THOD WITH GLASS 1 C:1,I,I,L1I,Uf3Is.PLUG IfouiS WrnI INSLYI.A'TT;D PLUG;:,DRILL.I101,11S Eii(ifI AN 1)LOW ON FACII BAY CE:N'E HR 11)INSULATI-'3RD FIX)OR ItI,A'Y'C:I?11,INO W1'1'11 113"('I,ASS 1 Cf;l.l•(1IaCI51t 1t.50 12)1N8,1J1.XW NItW AXTENDT+ry 3RD FIA)01t.I)ORMIRR WITH GI,ASS 1 uILLLULOSis'Willi n MIL AE:INPOI>:'~31)N)LY.FLATS R•50 13".EXT WALLS R-24 2 X 6 13)QXAN LIP AND VAC ALL INSIII.ATION DEBRIS T()TAI:, PLEASE NOTE-FOR E:XTE:RIOR WALLS MOOD CII,APBOARS)/ill LAKES'& Retrofit Only: If oxisting insulation is found..1 crc4it OLD ALUMINUM ONLY):SOMEPAIN 1 C:I lIl'PIN(;,T(0l,MARKS AND/UR or$t)_h5 per sy,lt,will be npplicsd down to cs BENDING WILL OCC[,P.WI(I;N I kmovIN(i AND RFINSTAI.LIN6 Sli)rN(3, minimum charge of$615 to Covar WO*housc, Milcagc and labor s;orttt, _ Total ACCEPTANCIw 6F PROPOSAL _ -- — - This pWooal In 00eavod And aRnpFtod,Thera pro no oral avmnments.The wrdla,loom,;tprrcitp;n�innh,llmul»ihrls.mieu;!X and Plana Oft RAY)ern pw 641UR ilPoement 04M903 Shull be made ittsn Ctflntlo Order only. — �wr /�{yxv,i,�n!"Iu AUuepleJ(Otvrrorl tlalm You, the Buyer. may cl&ncbl this tarn*aCtion at any time prior to rnldnigF 1 of i6 third busineaO day after tha date of this transaction.See Ownar'a night to Cancel an the reverse Bide for datmin, 11, ..1..1...r,„r• &IAL.... ....,-I......... •. k i1 S�d 9 lLC8111111111ndus�r:es. �;j1,111 VuSafeT"' Installation Methods y{I' Positive Attachment i r "aT� Mks ' ir ry t ! q � y °y rp $fr,m k i+ 3 ? AREl cy� r OFF OF NOTE: PanelMates may a so be used for easy installation/removal of positively attached panels. VSI-Insfall-04_Positive-Affachmenfcdr 12/4/2006 Copyright©2007 VuSafe Industries,LLC.All rights reserved. htip://wwtvusafe.com 800-522-1599 j a r VuSafeTM Mounting Hardware Industries,LLC PanelMate - Male Item: 1-11 Washer Wing Nut Item: H8 2.25")0 1/4-20 thread on stud lz'o 1/4-20 thread bimetal zinc coated, #14-10 thread on fastener 18-8 stainless steel stud _ 301%glass or hardened steel(coated)fastener 30/°glass filled nylon PanelMate - Female Item: H2 Keyhole Washer Item: H9 2 25" square drive inside stud 1.38" polycarbonate or 1/4-20 thread(female)in stud 30%glass filled nylon �rrrR� #14-10 thread on fastener �iii17i1 18-8 stainless steel stud CO hardened steel(coated)fastener d Wood Screw - Flat Head Item: 1-113-3 Sidewalk Bolt Item: H10 3.00")0 square drive Item: 1-113-4 0.62"!I 0.11" 1/4-20 thread #14-10 thread �t�" 18-8 stainless steel 18-8 stainless steel for use with female PanelMate (H2) s 4.00" b. #T Wood Screw - Pan Head Item: H4-3 Track Nut Item: H13 3.00" 0 square drive Item: 1-14-4 1/4-20 thread 11� #14-10 thread o r 2'06" for u stainless steel 18-8 stainless steel ;o for use with Hurricane) MIMMUM! O 0 Hook(H16) o 4.00" u uii ii I A Track Bolt Item: H5 Panel ClipTM 3/8-16thread Item: H15 polycarbonate or 30%glass filled nylon 0.12" 1/4-20 thread use with Ultra-HTm (787) —1.25" 18-8 stainless steel - for use with Ultra-FTM (785), 2.00" )10 F-Track(784A),and Panel Clip (H15) *Muni r w Patent Pending Flat Head Screw Item: H6 Hurricane Hook TM Item: H16 0.75" square drive 1.50"—)►� 0.50" I 1 thread 18-8 8-8 stainless steel polycarbonate or 6K for use with Track Nut(H13)and ;r, 30%glass filled nylon Hurricane Hook(H16) 01 Patent Pending Survey-of-Components.cdr 5/18/2007 Copyright 0 2007 Mote Industries,LLC.All rights reserved. hffp://www.vusafe.com 800-522-1599 ►I. ( � # I 111ndustries,ILLC VuSafeTM Storm Panel System Panel Width Worksheet Number Total Suggested Minimum of Panels Panel Width Channel Width 1 Full Panel 14.00" 15.00" 1-1/2 - 20.00" 21.00" 2 Full Panel 26.25" 27.25" 2-1/2 - 32.25" 33.25" 3 Full Panel 38.50" 39.50" 3-1/2 - 44.50" 45.50" 4 Full Panel 50.75" 51.75" 4-1/2 - 56.75" 57.75" 5 Full Panel 63.00" 64.00" 5-1/2 - 69.00" 70.00" 6 Full Panel 75.25" 76.25" 6-1/2 - 81.25" 82.25" 7 Full Panel 87.50" 88.50" 7-1/2 - 93.50" 94.50" 8 Full Panel 99.75" 100.75" 8-1/2 - 105.75" 106.75" 9 Full Panel 112.00" 113.00" 9-1/2 - 118.00" 119.00" 10 Full Panel 124.25" 125.25" 10-1/2 - 130.25" 131.25" 11 Full Panel 136.50" 137.50" Example Panel Configurations 1 1-1/2 - 142.50" 143.50" 12 Full Panel 148.75" 149.75" One Full Panel 12-1/2 - 154.75" 155.75" 13 Full Panel 161.00" 162.00" N14.00" N 13-1/2 - 167.00" 168.00" One and One-Half Panels 14 Full Panel 173.25" 174.25" (Two panels overlapped by one-half) 14-1/2 - 179.25" 180.25" 15 Full Panel 185.50" 186.50" �. 20.00" -, 15-1/2 - 191.50" 192.50" 16 Full Panel 197.75" 198.75" Two Full Panels 16-1/2 - 203.75" 204.75" 17 Full Panel 210.00" 211.00" 26.25" NOTE: This table is for determining Finished Width Only. "Slight variances may be experienced due to panel corrugation. SQD107.4.CDR 11/13/2007 REV-1 Copyright©2007 VuSafe Industries http://www.vusafe.com 888-232-2331 # �. VuSafeTM Panel 14" Optional Top Keyholes 0 s c 0 J O 7 U Bottom Keyholes Cutout Standard Survey-of-Components.cdr 5/18/2007 Copyright©2007 Mcsfe Industries,I.I.C.QII rights reserved. kfp://wwvLvusafe.com 800.522.1599 S 2 3 3 1114 1H WOF D A 15.00 MAX 3 2 1 3 ALL OTHER NON-CLAD APPLICATIONS CLAD APPLICATION STRUCTURAL BRACKET 5Q 8 2 D 3 Q 2 4 1 1.094 6 2 NON-CLAD CASEMASTER APPLICATION STRUCTURAL BRACKET 7 00044624 #8-18 X 2.000"TYPE A/TF, 2/3 THREAD 6 *"`* FULL LENGTH FILLER BLOCK 1 5 ** STRUCTURAL ADHESIVE 4 00013170 #6-18 X 2.250 FH TRIM HEAD SCREW Q NOTES: SUBSILL APPLICATIONS 3 00003224 #8-18 x 1.500"TYPE AB,2/3 THREAD 1. FOR GENERAL SPECIFICATIONS, REFER TO DOC 00003952 3 6.00 MAX Q 2. PRIOR TO INSTALLATION, PREDRILL THROUGH CASING AFTER 2 00022247 #8-18 X .625 TYPE A/AB FULL THREAD BRACKETS ARE IN.PLACE 1 00036080 STRUCTURAL BRACKET 4 9/16" 3. MAXIMUM DIMENSION FROM EACH CORNER g ITEM DWG NO DESCRIPTION 4. MAXIMUM DIMENSION BETWEEN BRACKETS 5. 4 9/16 BRACKETS SHOWN,APPLICABLE FOR 6 9/16 BRACKETS ALSO �) ARCy7 PARTS LIST 6. FOR 6 9/16 BRACKET INFORMATION REFER TO DOC 00038634 ���p. KI FC�� MRWNRESEARCH & DEVELOPMENT 7. THIS METHOD IS NOT APPLICABLE FOR INTEGRITY OR INFINITY PRO,. J. �, WARROAD,MN,USA,(218)386-4021 Q 8.APPLY STRUCTURAL ADHESIVE TO FILLER BLOCK, STAGGER TWO UNSPECIFIED TOLERANCES Windows and Doors 00030644vER0.8 FASTENERS MAXIMUM SPACING 15.00" DECIMALS: ANGLE DEG: PRODUCT MARVIN WINDOWS AND DOORS XX: f .03 f 5 CATEGORY: 4.0 ADD.SUBSILL APPLICATION, NOTE 8 .: XXXa .016 UNIT TYPE: ALL 9294 10/06/08 CRY ° 029� "� LINEAL(L/L): FAB (F/L): 3.0 EDIT PARTS LIST UPDATE PRINT REFERENCES 9127 08/26/08. CRY ATE OF N�� + NA f NA DWG TYPE: INSTALLATION 2.0 EDIT PARTS LIST ITEM 2,ADD MISSING FASTENER 8980 08/15/08 CRY NA DESCRIPTION: .STRUCTURAL BRACKET INSTALL IZ2 & IZ3 UNITS 1.0 ADD ALL NON-CLAD APPLICATION VIEW 8381 03/1'9/08 CRY MATERIAL: LAP K: JJS SIZE: CLASS: DWG NO: 00049070 0.0 ORIGINAL ISSUE 10/07/08 B ASSY 7514 05/11/07 CRY NA P: JTK SCALE: DATE: DWG BY: SHEET: REV DESCRIPTION/REQUESTER ECN NO DATE REV B 10/07/08 2:3 05/11/07 YLITALO, CHRIS 1 OF 1 NOTICE-' CONFIDENTIAL INFORMATION. The information on this.drawing is privileged and strictly confidential. It is intended solely for the use of the individual or entity named.above. If the reader the message is not the intended recipient,.orthe employee or a en then delete this drawing from all data storage devices and destroy all.hard copies. Any unauthorized dissemination,distribution,co agent of the intended recipient,please notify the sender immediately and pying or.other use of the information contained in this drawing is strictly prohibited. This drawing may be distributed internal to Marvin Windows and Doors.on.a need to know.basis without prior consent. P� M 8 POLE N: 1328.41 LOCKING CASTING (�1�'� N #26;01 W. 2482.DO TO GRADE PROPOSED GRADE / fG� O� • _ 0o m 6'X3' TEST HOLE DATA 'I,r Co c7 00 M BOULDER ENDCAP TYPE BY: R. STROUSE P,E.,L.S. 12/30/08 \O� '�� N c a o LEVELINGDEVICESo TEST HOLE #1 "s";; q �J E MONUMENT �' 0"-9" TOPSOILM `r •, N (FOUND) ,;:' Z .-- MIN, 4 � 9 -36 SANDY SUBSOIL `;,��.y,_.�• � � a - " INLET " ". • �, \ 2 MIN. ABOVE 36 -72 SANDY TILL W/FINES- SM OUTLET INVERT 2" MIN, ++ " r-1 M �` p \ \ 72 -17 SAND- LITTLE OR NO FINES- SP .n•~ a �¢ � MONUMENT O �� I T E e a ( m NOT RECOVERS \ `'\\ Unified Soils �' �' . ,rt f D) \ a. o s Classification (U5C) System (from ASTM D-2487) �� " a v o? 0 Major Division: Coarse- r in o d and Sandy Soils Sands with Fines SM ��'` '''''""" j G a ed Soils, S n P .:4uT:•a F: BAFFLE RE IRED _ ' OC :i7yrw; r„r au Clean Sand SP F ✓b,. .,; ' E- / IF INLET PITCH EXCEEDS NRCS, USDA Soil Classification: Riverhead and Plymouth, Very boulder soils N VIEW POLE 1/2 PER FOOT Y rY Y �:;:r 'e:x:::; ` •r--I I \ I ' #247 I r;; U Z o ��f / I U TYPICAL DISTRIBUTIONBOX `h^ '" �f ,ti r ,• I oL / I / F U D PAVED DRIVEWAY " # 'm V o W TEST HOLE 2 c� co NOT TO SCALE "�`�`�' :-,�� � CC3 O E 0 _6 TOPSOIL 6" 24" SANDY SUBSOIL t=n ai ��\'.1I//�� 24"-17' SAND- LITTLE OR NO FINES- SP = DUI s "�?� PIN Unified Soils Classification (USC) System (from ASTM D-2487) ci) o I '1 Major Division: Coorse-Grained Soils, Sand and Sand Soils,- Clean Sand SP EACH / \\� dAP ( l ` 1 0 ��� �� NRCS, USDA Soil Classification: Riverhead and Plymouth, Very bouldery soils VFH v V ID NIF SEPTIC SYSTEM DESIGN-FOR 8 BEDROOM RESIDENC SHAY HARBOR GOLF CLUB PROVIDE 2000 GALLON SEPTIC TANK- SET AT EXISTTNG PIPE ELEVATION MUNCIPAL WATER PROVIDE 1 DISTRIBUTION BOX- INLET ELEVATION=60.5 >.'. W 3 "jc ON SITE SEPTIC SYSTEM PLAN PROVIDE 3 LEACHING POOLS (W/24" SPACER SEE DETAIL- INLET ELEVATIONS= 56.0 SINGLE FAMILY RESIDENCE C) ( � \ \ � � \ \ �- �'* ) '-:�''<•- 28 /` t'" "A' ''"�� EXISTING SEPTIC TANK CESSPOOLS AND/OR DRYWELLS TO BE PUMPED AND MUNICIPAL WATER O �s. N o " ON SITE �� MAPLE �` \ I � POLE l *l"{ ' A REMOVED OR FILLED WITH SAND. E SEPTIC SYSTEM \ - co TD �; # I v , w 249 11� �.J , �� \ PD o w Y, C1 E;c��tt 5 _O SEPTIC SYSTEM DESIGN FOR 3 BEDROOM COTTAGE o!T't,,+'9.r..l� .z,:,:P•Tt�"' t+10�# I I ` ^ 'Iu> , \ 2' OVERHANG �.�11't';xt• I » r EXISTING 4 } PROVIDE 1000 GALLON SEPTIC TANK- INLET ELEVATION - 61.25 LOCATION MAP SCALE 1 =400 00TTAGE 1 ` O❑ ❑©� ❑ PROVIDE 1 DISTRIBUTION BOX- INLET ELEVATION =60.5 Sit i <.. a, �� ;.r L':,' N MEN � / F ''` ''' ' '`,_ ^"`` q( 00 SLAB=55.61 I ° GRAVEL PARKING 00 ODC ❑� I PROVIDE 2 LEACHING POOLS (NO SPACER) SEE DETAIL- INLET ELEVATION=60.25 U D /l xst. 00 O O ❑ .•, ,.,,, - °"' h-i I *�N ❑❑ ED 0 O ❑❑ EXISTING SEPTIC TANK, CESSPOOLS, AND/OR DRY WELLS TO BE PUMPED AND 00J / off, \ 1 I I I RROVIDE� ( � x` `.y b�� 00 C]©C] ❑❑ ;n REMOVED OR FILLED WITH SAND. JMA•2EFERENCES T 6 \ \ •$NK / "fix«a:' '3; APR XIMATE LOCATION ❑❑ L I�Li 0 0 ❑❑ ..-- -""'"`-' w ;,• � - •~' .. I =;,,Y ;�,,..,,.;: � 1. PROPOSED LOT LINE CHANGE PROPERTIES OF ELIZABETH F. HUSBAND AND ! ` P D �. t" SEA ONAL WATER SERVICE El o 0 0 °oo (0 GUNTHER STROTHE & LUCINDA J. HERRICK OCEAN VIEW AVE. & HEATHULIE AVE. �r..��. .. ;� •. ,. \ \l. CHIN LS cEssPooL SE 00 MEDC7 ❑❑ FISHERS ISLAND, NEW YORK. DATE: JANUARY 03, 2000 SCALE: 1 =100 SHEET 1 SEl DFAL a� �OV ❑© � � ❑ 11 -11 OF 1. BY CPK CHANDLER, PALMER & KING. I P :��' roroNuX�"eNr/�� //TH ` C KNOCKOUT INLET AND U� (FOU f 1 ` 9Mo OMEN �,,,---6'-6" ►I OUTLET OPENINGS Ml a�;•... .a / ( I (6U ED)+ nn �l ` r v / \ POLE ( vE N PrP /�' \\' COid�B)<T ��� v \ 4 \ _LEACHING POOL DETA , RIBS INSIDE 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED (NOT R E� � /�i/ �/' � �'GN ER .. ILv sp. zss �/ ���� MAPLE (�L� ' \ I P E wv WG EXISTING 4'f HIGH NOT TO SCALE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO RETAINING WALL BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE r I \ io ENGAGEMENT, / y / �--78 ED /r i \ I + N + a D24 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS w ( /MAPLE - Ic\ \ ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN I \ N N \ ITEM !N ANY WAY. i T ) \ / 15CB K \ \ < <�� r 0 36" ti"�\ T� �\ \\ b0• 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S `. -1!,r oA -_ ` `V \\ \\ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ': n' ,I \ ROCK CAST THE LAND SURVEYOR. U � � 1 • w t qc TI CONCRETE COVERSJ ._.I I (,, oH "I�E s N1�L` \ \ \\ \ 4,) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC J �t E SURVEY TRIANGULATION STATION "PROS", j � ;'1 -' AjE� • /\ .'7nlf„Flr{+.s.'A^`. /10 1 I PLAN GARDEN 6„ o� ,-.:- PLAN TRELLIS �i Iri h:;,f,=._ 1_ II PLAN w Q mot, /\ PI -,, 1 1 I �p+u 5.) S TE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX MAP 1000 - `-� >- / 1'1� 20' -� SECTION 009, BLOCK 11. LOT 7.12, L - W O '� 1 Ilf K;e ;r;., I I I COVER LOCKING CASTING J `� r`�.`-'r�.^l�'x •:fic<a... o� tV IN� ' iR� �� _ CONCRETE \ . .3; ," , ,•,,fi- j �' to I I rn�� 5 0 FOUNDATION 1, '�� Ir =MP �` I I G TO GRADE TO GRADE ) _ ` � 6, TOTAL AREA 198 679f SF (4.56 f ACRES). REMAINS IF DROP 'T' U 'ram fs,, (� l.iJ 2 � IS USED FINISHED GRADE 7.) S :-E IS LOCATED IN R--on ZONE. z O z CONCRETE �--_!r I \� , Y i I I �u� < e� vE�l 5D ,•. \ EIR D 1 I MVL l _ \ 0❑ O O ❑ g CHIMNEY z r WALK �i i _ c 0 I I o0 0 o o� I D 4 x 4 12.6 12.6 A. WI E MESH 8,) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND OL O._ MONUMENT ��OVER PROVID / 1124 � ,ml 0❑ C7 O 0 ❑❑ �' NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING 0 z W F� j �, 1 PINE L 0❑ 000 ❑❑ R X 20 6 x 6 6/6 G WIRE MESH w Q i PORC 2000 GALL NI ,n SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, (Nor RECOVERED) � � I ( , I Q 20 �- � = w � TA I I ` ��i \ Cn 1 min. r 6 FROM PAROL TESTIMONY .AND FROM. OTHER SOURCES. THESE LOCATIONS MUST FA L,J > - ❑❑ L I ❑❑ min. _L Q " EXISTING ,�0 1 1 I Z �' 0❑ pp 11 p ❑❑ f° BE CONSIDERED AS APPROXIMATE. ADDITIONALLY, OTHER SUCH FEATURES MAY 'SEPTIC \ / 1 ; • 0[100 S0IF ❑❑ co EXIST ON THE SITE: THE EXISTENCE OF WHICH ARE UNKNOWN TO CME 0- 0 Q 8 -6 'y �� TREE�-- PfZOVI E 1 l \ \\\ G \ «, 0❑ o o a o❑ 1 INLET " _�- ' �' ASSOCIATES INC. w w \ \ \ O❑ O CD O❑ 3 VENT e 3" VENT OUTLET Z - BENCHMARK-IRON ROD LFAr� \ W KNOCKOUT INLET AND s °s 14" _ \� C O TI � \\ \ \\\ � ❑o O o o El ,. �- > _ ELEVATION =76.49 '� - -`�`so ',-TO'G E \ \\\ \ 0 0 LD o C] ❑❑ LIQUID LEVEL (n 9,) OWNER/APPLICANT: HIGHLAND HOUSE FI, LLC OUTLET OPENINGS \ o - _--. � � \ \ �'�., \\ � + 4' ourLEr r � Z � �y N o \\ � �H \\ ram\ \\ I '\ o0 oo� 00 24" SPACER op I ASPHALTCONTINUOSEAL US HOT BAFFLE C/O PETER LAWRENCE 0 RIBS INSIDE \� r \ / \ I 00 �O � ❑O � I ;�BD PVC N DARIEN110 ,� CT MILE RIVERROAD = o 4 SCHEDULE #4 � 2s" \ �° �'� � �!11 � 11 ` 1 \ 4 INLET BAFFLE •• 60' GAS ' � 203-352-0444 � 0 a� CHERRY 6� 6'-6" 1 .1. DEFLECTOR o `s �I I \ 10. SITE IS SERVICED BY MUNICIPAL WATER SEASONAL AND ON SITE SEWAGE j -f- o -� �`F' ����� \ ° PROVIDE 3/62 I I I I 1 ` V DISPOSAL SYSTEMS. (SEASONAL) N F HIN�PooLs ( (1 I ` 1LFACHING POOL Wf SPACER DETAIL LUCINDA J. HERRICK PROVIDE 4" ��� DEI-a I%1I , I I I -� NOT TO SCALE ��� 3„ 11,) NEW PERMANENT WATER SERVICES TO BE INSTALLED AS REQUIRED BY SINGLE FAMILY RESIDENCE cRossPIPF '\� \ I I FISHERS ISLAND WATER COMPANY, Cr _ \ 1 ` CROSS SECTION 12. BASE FOR LEVELS: NGVD 1929, MUNICIPAL. WATER `� � \ ���� 3a" CEDA , � \ \ �` � ��''•-u' • ON SITE SEPTIC SYSTEM �O�\ � �," `Y, CHERRY /�'�� � \ \ \ \ � � '\J \ ) • CAST �s\�� \1 \ ` /� 6 " CONCRETE COVERS CEDARS 2000 GALLON III N: 606.34• � h°` � /- . " W: 2139.53 -2-COMPARTMENT \�/ \ WHITE TRIPLE' II PLANBIRCH CHERRY / < < \ SEPTIC TANK z �! ,2" ' \ ' \ ,J 2.0 UTILITY EASEMENT C) EXISTING S± HIGH \�/ DOU�LE / / I \ \ \ \ ( LJBER 9101, PG. 259 NOT TO SCALE STONE WALL ALONG \`` �t CHE Y \ Z 9- COVER LOCKIPVG CASTING PROPERTY LINE \ �� t Wit/ \ \ 0 TO GRADE TO GRADE \�\ \ \�Y �- -� // / `\� 1 \ _ w IF DROP T ! \/� 4s \ a IS USED FINISHED GRADE \ \ ,I --/ �J 30" \ (n CHIMNEY � �t� 1 50 ° CHERRY 4 x 4 12.6/12.6 A. WI E MESH I ' -� /\ ` 1 I\ L \ > 20" 6 x 6 6/16 G WIRE MESH /.� ✓�6r- w Q min. 20 6 /0. \ min. AP LE W INLET 3" VENT��e 3" VENT-f OUTLET 18" / / /TC HT 'IN 30 r' LIQUID LEVEL----' FRY CHERR d o. O CONTINUOUS HOT r 14" OUTLET r U Z _Q ASPHALT SEAL [BAFFLE 12"L \\ • ( \ BEN (LINED WITH l 4" SCHEDULE #40 '1/8" PVC ' CHERR \ ` tH RR IN \ FF F INLET BAFFLE 60' GAS ,.• '�r \ '` �\ 2 N: 435,22 = 0 3 FIRST FLOOR Q 1 DEFLECTOR D ,,��" 1. �' ' 1 \ �� \\ \ W: 205r7.49 a/W-- OVERHEAD UTILITIES ~ 3 o a " EXISTINO CONTOURS o o 0 \ i �M©NUMC'Nfi fY� ,\�` �b�I�� .®. �. 7"d .�. ".� I (NOT RECOVERED) O. 4 �j N o q r. p \i \ - PROPOSED CONTOURS 00 _ � N N N 130 CROSS SECTI(ON 9'X11' N/F NOW OR FORMERLY co I I AREA OF BOULDER UMENT SF SQUARE FEET 0 \ LARGE NO) 0 0 0 _� 1000 • GALLON , \ BOULDERS WV WATER VALVE Z Li- Z W 0 V Z Y 1 W ,�ZgS 0" N/�F HYD HYDRANT - a 00 o o X 00 2 COMPARTMENT s 6�2� \ RUSSELLMJR. RUST WG WATER GATE DATE: 01 05 2009 SEPTIC TANK BENCHMARK--IRON ROD \ AGREEMENT BRUSH LINE / / NOT TO SCALE � SINGLE FAMILY RESIDENCE ELEVATION =42.39 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL - -- - "��- EDGE OF LAWN SCALE: 1 " = 50' MINCIPAL WATER N/F ON SITE SEPTIC SYSTEM AND CONSTRUCTION OF SUBSURFACE SEWAGE STONE WALL QUALITY CONTROL CERTIFICATION i THOMAS W. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE GROUP REVIEWED DATE RUSSELL TRUST \ AND WILL ABIDE BY THE CONDITIONS SET FORTH > STONE RETAINING WALL PROJECT MANAGER P SINGLE FAMILY RESIDENCE \ THEREIN AND ON THE PERMIT TO CONSTRUCT. YD YARD DRAIN SHEET • SURVEY ]��/�"� j (/ �'� ENVIRONMENTAL MUNCI PAL WATER 50 25 0 50 ONM 0 w ON SITE SEPTIC SYSTEM APPLICANT - -THJ TEST HOLE 1 OF 1 CIVILSTRUCTURAL GRAPHIC SCALE IN FEET _67.0 INVERT ELEVATION ARCHITECTURAL R N POLE N: 1328.41 y��^nn #265 N'I �Q �+�I N 'C W. 2482.00 P o �I oo 0) TEST HOLE D 00 6'X3'` / ATA co �� .E BOULDER BY: R. STROUSE P•E.,L.S. 12/30/08 \0� y� m o TEST HOLE #1 MONUMENT 0 -9 TOPSOIL j;:,• ,/ (FOUND) ..;,. 11.4 a. '9 -36 SANDY SUBSOIL a 36"-72" SANDY TILL W/FINES- SM {. r s r; •0jj 72 -17 SAND- LITTLE OR NO FINES- SP Dc tJ� SITE , [� ^ M ` MONUMENT �$O � � � ^ ►7'1 p•, �p r (NOT RECOVERED) �9�` a. o Unified Soils Classification (USC) System (from ASTM D-2487) Ct o co Oa+.1 Major Division: Coarse-Grained Soils Sand and Sand Soils Sands with Fines SM ''`''`+' "' ` W t3 C°y ?' a �•`'o - Clean Sand SP o�F ,s;l,{;Ary o 1 P10, OLE \ NRCS, USDA Soil Classification: Riverhead and Plymouth, Very bouldery soils IN ' : ':„ • '• •' rH� 0 MONUMENT "' 'Y''` �x,;I ( f POLE (FOUND) PAVED DRIVEWAY TO"T 6"OTOPSOILrz V M #266 O, rr 6 -24n SANDY SUBSOIL 000 3 Q 24"-17' SAND- LITTLE OR NO FINES- SP rT7 _h+-1 / p� PINE Unified Soils Classification (USC) System (from ASTM D-2487) 4 r Major Division: Coarse-Grained Soils Sand d S Soils,- Clean Sand SP DEAGH " 1611I�l� 48 1 an an Sandy oils' I , a) �` MAPL \t C O I NRCS, USDA Soil Classification: Riverhead and Plymouth, Very bouldery soils �N d *} U I to o � % � � \ NSF SEPTIC �TEM DESIGN FOR 8 BEDROOM RESIDENCE � � �� ,� `�' N �I, L HAY HARBOR GOLF CLUB `. '..: W Z ( \ MUNCIPAL WATER 2000 GALLON SEPTIC TANK- SET AT EXISTNG PIPE ELEVATION C 1 DISTRIBUTION BOX ON SITE SEPTIC SYSTEM SINGLE FAMILY RESIDENCE C� 2s" a 3 LEACHING POOLS- 6 x 8 MUNICIPAL WATER O ° ` TWIN 'M \ �\ MAPLE / x'\ #24g D POLE O N »•, ' rr ai B�' CO RETE ON SITE SEPTIC SYSTEM /1 (r r '/ PAD—, d'1o,a0' 2' OVERHANG 5 NO owl � ' \ " » > 1` 4 f \ s WATER MAIN LOCATION MAP SCALE 1 =400 MONUMENT "I �\ a� (APPROX. LOCATION) (FOUND) % aF GRAVEL PARKING rIAP REFERENCES . /..�'. ; 5.2 O ro GARAGE w .. �f �' 1.) PROPOSED LOT LINE CHANGE PROPERTIES OF ELIZABETH F. HUSBAND AND APPROX. LOCATION COTTAGE GUNTHER STROTHE & LUCINDA J. HERRICK OCEAN VIEW AVE. & HEATHULIE AVE. -^ BURIED UTILITIES i\ J '� CEs Pool FISHERS ISLAND, NEW YORK. DATE: JANUARY 03, 2000 SCALE: 1"=100' SHEET 1 / AND WATER SERVICE OF 1. BY CPK CHANDLER, PALMER & KING. / MONUMENT TH* (FOUND) ELECTRIC #2/� t' i MO\UMEN �4j Off. TRANSFORMER , i�r�J t I (BU D) 'S STONE AND I i�� wl 4't �'�E / / IRON PIPE EC CONCRETE 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED POLE (NOT BEGONE 24" � ` GUTTERS � L � -' ' / sp. #268 r (� 24" M PLE ( o� i POLE wv WG EXISTING 4't HIGH HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ���vl TRIPLE c I I YD 6'± RETAINING WALL BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE �� MAPLE L i ENGAGEMENT. Y 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS cMAPLE 3 _ \ f.CTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN 24" ( 1 �/ �6YD ka 30" g ITEM IN ANY WAY. OAK cC (L� 036" TREE oA 50 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF / �• ROCK 1HE LAND SURVEYOR, U OR CH -77.7 \ A.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC " j 7 \ SURVEY TRIANGULATION STATION "PROS". J L ��� RESIDENCE GARDEN �� t s`�i,�n�o _� ' rtik� >�;�''•... � \ �- TRELLIS - Ir ;',',x t, PINE r ) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, ..� Q Y PINE 3% i� 20" SECTION 009, BLOCK 11, LOT 7.12. W Q. CONCRETE \ Ii"%t ri;. ,_.u.':;�� PINE iiiuipo°� ..J / _ �' E.) TOTAL AREA = 198 679t SF (4.56 t.ACRES).FOUNDATION \, 'i\ �,��._..,;,_� � / G \ r � REMAINS t �\� \ "'?''` DECK _ CONCRETE \� > 2. '`��' i \ O \ I COVERED �! r;"^s�v G\'t�1(ERED MAPLE i,) JiTE i5 LOCATED I� F�-tV 2-ONE. ILL, �, w WALK / PORCH G0 9' '` s_ - � 8.) UNDERGROUND UTILITY STRUCTURE AND FACILITY LOCATIONS DEPICTED AND 0 EL.=77.8 � (P, !r,s w POI,�OH�I\ 24"% '/AI'11�\�� r }- MONUMENT \ i\ PINE ��i Inti�\\�\ �L NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING W aC 0 `� z (NOT RECOVERED) �%� 2000 GALLON ;1 s� SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, d = W U L\/ r,r\ _ /� II; SEPTIC TANK 7\ � FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST W > 2 0 BE CONSIDERED AS APPROXIMATE. ADDITIONALLY, OTHER SUCH FEATURES MAY (n Q 0 y \i r12'/^ r ;� '� G \ EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO CME n- Q (A _j BENCHMARK-IRON ROD \'- TREE ��''� '\ \ ASSOCIATES, INC. _ a, 14" i CLEANOUTS W W ELEVATION =76.49 TREE I TO GRADE �\ > _ _I � � < �r;�� 9.) OWNER/APPLICANT: HIGHLAND HOUSE FI, LLC n 00. \� �I\ 0 C/O PETER LAWRENCE L J Z <y NTH �\ 110 FIVE MILE RIVER ROAD DARIEN, CT 06820 p \ 26" I i`�" 1 \ 203-352-0444 r', \ \ CHERRY �m o LEACHING POOLS �S T 0 ��/ CONNECTED H 10.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL • N/F \� CROSSOVER SYSTEMS. LUCINDA J. HERRICK 11.) NEW PERMANENT WATER SERVICE INSTALLED AS REQUIRED BY FISHERS SINGLE FAMILY RESIDENCE �\ ' C, 8- /� ro ISLAND WATER COMPANY. MUNICIPAL WATER 5 p� l� ��1\ 38" CEDA , \\ 12.) BASE FOR LEVELS: NGVD 1929. ON SITE SEPTIC SYSTEM 'o� F� �- , / CHERRY ` L r-1 „ CEDARS/\ CEDAR N: 606,34 12" o. W: 2139.53 \ 1s" i WHITE TRIPLE � \� BIRCH CHERRY �� 12" i ,20' UTILITY EASEMENT N Z r\ , 'i ILI BER 9101, PG. 259 SUFFOLK COUNTY DEPARTMENT OF EXISTING L HIGH / DOUBLE HVLTH 5E'RV10E Z 0 STONE WALL ALONG \ j �1��1� CHERRY \ APPROVAL OF GLOft sTt?l�''C"rf-rU 1OlOgKS FOR O � PROPERTY LINE ��_�� I U \ Ln A;SIIt1CL£:1 tElt., -`'IDt v1 W Dnte , 0 30„ NOV___Q �(* a s, rv.CHERRY Ric) s (n r \ T13'' Se1M3j1 3{yc t �- \ ta_ frS,;0i d;nNrrn cr:r,ir:a .s.• u,o?-dz 10,sa`Ean holvo b :�/ 0°� 20" c� t�satisPactoa�l l 0F,!.:: V ,:`,, , ., 'r aNa^uas and icon W .P 6 rOOMS. t- moo° / '�. W APPLE � f _�..w • ~ E�r'alter J. Hit�a rrt. �'.�., `' zC CHERRY Office of WaSteWater M!a 18" � CHERRY o cam+ na CHERR 100. \ gement 12" ` � .� I,�,�In �-- CHERR 15 TWIN W CHERRY N: 435.22 FF FIRST FLOOR Q W. 2057.49 F- S y o/w OVERHEAD UTILITIES MONUMENT "'� 6j CHERRY ��/� 3 00 Cj (NOT RECOVERED) is" PInuEn*\\\� \ N/F NOW OR FORMERLY co o N co i nin N N = N SF SQUARE FEET � o o In o AREA OF 9'x11' WV WATER VALVE m N U I 0 � I N BOULDER MONUMENT LARGE (FOUND) O w BOULDERS HYD HYDRANT 1_ 0 w o --! 95 N F WIG WATER GATE V� E o w a = o � 6 2�1p \ THOMAS W. BRUSH LINE a m o o 0 0 b- 5 RUSSELL JR. TRUST - /— /—'�/—�/- EDGE OF LAWN DATE: 1 1/05/2009 BENCHMARK—IRON ROD \ AGREEMENT ' STONE WALL SCALE: 1 " = 50' ELEVATION =42.39 SINGLE FAMILY RESIDENCE I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL MINCIPAL WATER STONE RETAINING WALL N/F ON SITE SEPTIC SYSTEM AND CONSTRUCTION OF SUBSURFACE SEWAGE QUALITY CONTROL CERTIFICATION i THOMAS W. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE YD YARD DRAIN GROUP REVIEWED DATF RUSSELL TRUST \ AND WILL ABIDE BY THE CONDITIONS SET FORTH -TH# TEST HOLE PROJECT MANAGER 1 SINGLE FAMILY RESIDENCE \ THEREIN AND ON THE PERMIT TO CONSTRUCT. - SHEET SURVEY MUNICIPAL WATER 1 (�F 1ENVIRONMENTAL ON SITE SEPTIC SYSTEM 50 25 O 50 clwL APPLICANT mlEnnmmmmmmnmmmmlw STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURA F rF ro 5 61.r, Ft 116-1 2. Ex 2 TLY Wpo�u L, mfwr t4w Ak %S1 j N he Z- (7vafwtow 7b o AvfA F-U-ro % T414 VL r,w"O" Pam 12; 4 C lit Y, o NA 15 L NA-6 Tc- ZV- 6. t 3. 70 T5 r 1) -rw Tf. 13 A % w H aw y 5941,14 45 42 6.5 lit > -ro Mkt Tr,F4 15 'S 2.,r + w \N 11.4 t7o 1 1 D.V4 r,t4-TS rz-RAee 'k + ? Lb ?AVIt10 + N t46 vi AFAL C-7KHIT6 New TF -ro WPOV STAIgs TO I L;r t4 5- F-T 43 -STC? 7328.41 Lk a POLE: N: W 482.00 + MONUMENT T (FOUND) - FL ktt, IMONUMENT (NOT VERE -Tr -r�r KEY PLAN KINLIN RUTHERFURD ARCHITECTS, PLLC OLE L P 0'. 247 N.T.S. 4P �/y 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 AVED DRIVEWAY NEW YORK,NEW YORK 10018 FAX:(775)582-1736 It 4 q__ I w + t + V UT" j < A POLE♦ X 4CK V \1249 - Oi ENT k W-V, I r 41 otou� --,..WL P ♦ p, m rz F—A%_6 Poor-,- 1?w 1+ '11�,7 ip V,\"" MONUMENT 0294\ .'IQ + V ry e", Ilk P-)w (00 tE. -I. , PC PT RE/ VE EXISTING 4'±HIGH / RETA G WALL SHE( .......... a v. Tw M 5 OCK r E� GARDEN. CHRISTOPHER KUSSNE, ASLA TRELLIS LANDSCAPE ARCHITECTURE SM CONCRETE % -5- SITE PLANNING W(6) OUNDATIO REMAINS GARDEN DESIGN CONCRETE WALK I PORCH MNUMENT CNEYT 23 CUDLIPP STREET RECOOV�RCC) r ROWAYTON,CT 06853 j /j TREE OD BENCHMARK IRON X ��IELEVATION T 203.838.5860 FAX203.854.9456 L 3b pr Be 11 6,111 t AROC21'9 CAKCT @AOL.COM 4.5 C'ES (0 —T NIF ijLUCINDA J. HERRICK -TAI PCHERRY - NI NO 3'*HIGH SM—L HE—ERTY&=j LINE GEC LAWRENCE RESIDENCE CE— Fishers Island, NY 606-3 FN W V 2139.53 12' w,, IR a, H cl P Y 2' 20'UTILITY EASEMENTBER 9101,PG.259 �3 / ;,/ LAYOUT and GRADING PLAN , l,A ,f' f'� � / I CHERRY DATE: June 2, 2009 jAP SCALE: V=10'4' 10 N O CHE HY CHER Revisions: Rr 12* C OR H R W: 2057±9 V 4' _j MONU MENT C Y (NOT RECOVERED) F LUCNINDA J. AREALARG OF so ULDER .. ......... LAMENT i HERRICK BOULDERS Iy r NIF LJ ON ROD, W. .39 \�USSELLTHOMAS JR. TRUS\ AGREEMENT J U L 2 1 2009 [DG.DEPT. ------ ---------- -.----T0V1N OF-SOUTHOLD THIS DRAWING IS PREPARED BY LIBERTY MECHANICAL FOR USE IN CONNECTION WITH THIS PROJECT FOR USE SOLELY WITH RESPECT TO LIBERTY MECHANICAL'S WORK ON SUCH PROJECT. LIBERTY MECHANICAL RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.THE DRAWING SHALL NOT BE USED BY CPVC PIPE STRAP HANGER APPLICATI❑N OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE, COMPLETION, OR ADDITION TO THIS O / RESTRAINER APPLICATION STEEL PIPE STRAP PROJECT BY OTHERS EXCEPT BY AGREEMENT OF LIBERTY MECHANICAL IN WRITING O FASTENER / AND WITH APPROPRIATE COMPENSATION TO LIBERTY MECHANICAL. (2) \ I O 1 f CPVC PIPE HEX HEAD SELF CPVC PIPE P NITH TAPPING SCREW HEX HEAD SELF 3D. TAPPING SCREW 3D. �JDSINGLE FASTENER CPVC PIPE STRAP 11JST PIPE STRAP 3D. HANGER DETAIL HANGER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE O U Q+ q TA — q - - - - - - - - - - - - - - - - - - SPRINKLER PATH FROM BATH 6 TO DOOR E';103 ON FIRST FLOOR. RECESSED SPRINKLEIRS TO COMPLY WITH NEW YORK RESIDENTIAL CODE,AJ604 AND NFPA 13D. POWDO O TV aOM R00 Q BE M 7 7 0 LE ill UNFINISHED ITT UP&DOWN UNFINISHED RESIDENTIAL NOTES: o DOWN • , STO. I b STO. E AS PER NFPA 13D TABLE 7.5.5.3 MINIMUM DISTANCES FOR ORDINARY AND ��--II 0 0, 771(5T FLOG O INTERMEDIATE TEMPERATURE RESIDENTIAL SPRINKLERS: -I HALL cc KITI O O " MINIMUM DISTANCE FROM ���----II v CD O P C KITCHEN • 1 • 1 -e�Q O EDGE OF SOURCE TO �-I O E- ff 2-5 B-512 HEAT SOURCE ORDINARY-TEMP SPRINKLER CD LIVINGMIT E-� B PORCH B B ® B v Hil' CLO o SIDE OF OPEN OR Oo O PANTRY A RECESSED FIREPLACE 36" c{- ® ® FRONT OF RECESSED I� tip -H O DI G FIREPLACE 60" I� CD UNFINISHED UNFINISHED COAL OR WOOD BURNING a2" W � STO. STO. STOVE CC�2 SIDE OF CEILING OR WALL rQ MOUNTED HOT AIR DIFFUSERS 24" �r--I HOT WATER HEATER OR FURNACE 6 LIGHT FIXTURE O O SUN F(qOM ow-25ow 6" DINING PORCH IT 250w-499W 12" KITCHEN RANGE/WALL OVEN HOT AIR FLUES 18" UNINSULATED HEAT DUCTS 18" UNINSULATED HOT WATER PIPES 12" THIRD FLOOR coti FIRST FLOOR r ff b P D m TD SYSTEM H l f O / ' SPARE HEAD ' CABINET ELECTRIC BELL RISER MANIFOLD W/- o (1)DRAIN AND TEST ®� (2)FLOW SWITCH E (3) PRESSURE GAUGE (4)SIGNS ON BODY 0 A A -_ CHECK VALVE W �•-I ® BALCONY DOMESTIC U SPRINKCLER PATH FROM BATH 6 WATER METER TO DOOR E103 ON FIRST FLOOR. BA H RECESSED SPRINKLERS TO COMPLY WITH w _ NEW YORK RESIDENTIAL CODE AJ604 AND NFPA 13D. o I— • rn BEDROOM 2 1./1 C� E C 0 ® UNDERGROUND SERVICE w \ —� SITTING (BY OTHERS) EXISTING 1" UP b BDTbb�#v • ® ROM DOUBLE o _ _ _ _ — — — _ RTP LO. - WATER SUPPLY RISER W UTILITY SINK - - - - - - - ------ TO REMAIN I 2ND L00 O o ❑ BOILE ❑ - - - - - - - --IHWH CLO. ❑ H�LLFROMI SPRINKLER ISERB - B B AIR I HANDLER MAST IO F9=0 0 CRAWL SPACE ® O `---J BEDROOM BEDROOM 5 BEDR6DM 4 BED OM 3 •MASTS 13'ATH ® ® ® ARCy/�. kr � ° 029 �� fi OF N IL J O IT II o _ ^ T a0 O ' SECOND FLOOR �� �" — —� �v u- BASEMENT IEL o 0 Z SYM CNT NAME METAL TEMP K NPT SIN # PART # MFG. M❑DEL# ESCUT z Q 17 IRES. PENDENT IWHITE 11G5 1 4.30 1/2' IRA0612 I RFC I VIKING I RFC43 ICONCEALEJ F= O u, W 8 Lj d UU Q Nd t°>rr A" IDiz-1 c-V- �' IAVI H&_ 181° i . .. VA Sr f f t � f 1 ��!~I ,,,,,r. .,...- •r--�-^-�^".`"".f�......-+---.�..M .._..,.�.:.tea . Jr.*.� �§/ ..r P }��...,... .,R - �,+" ...a-^'' �,.- - ro OT(r-4 G If wr:= `rpm r t.- a -- ._ ( ll� ( rrr. .. �� d 1 wl I L � '4 vet t r�13 1✓ o 0 7 t I 1 � ( [F S v rat, rt T i N ��•' Cam` D F•IV F W • fr,' _ �2 L tom! odd ' --�--•... � � "..... � _ ....^... F::�.� �_..�.. / f .. ^r � �' \ 'may,*'•� Sr� 7 , 1�` WT ' Kw�lt r . f g ° 2 I -----. � r GoPIN� ��' ( ,r0, .q°' _ bar.._.... LZ �. .. .._-----__� _I_.._.-.. " ! _ ,., KINLIN RUTHERFURD ARCHITECTS, PLLC r y, . 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 — . 0 ( FAVIN y �/YG . !�kTupAt. r L r-►° - NEW YORK,NEW YORK 10018 FAX:(775)582-1736 �h�e - ._� X a�- � ' �.� �- T ARE ARc a' ` _v► T Z n _ ---3 I t M.d _g -t�-- AT rLA-'W?!c46, 561 -mmo d ; �;!" ,..�,„.,..,.ro,...:s,i �-.••-....w.......�. � -------..�...... :z-.......,.n.,_ ._ _ � ���G��� lT� 1'l��/!hF� I p �,....�.-,...,_.____"__.. .f�._ ",,:� 4_ �' —--- � i� � �..,_._._,_� - ... —�'E=!I"1 F`r�`S�`�= r? r Z p ? sr L n -1i p ag8`�O . i� �/c=i ' o _ ..v_ o .,- � ---;--r- ' __�__.�, A � p r�. �,.r? ., _ .. _ _ ... r... � ..•- � -. 1 t Su!✓ir.! � •r^- .<.�. �..� - ��; r'.: �k.:. 9. ,`�, �_ _.<� ...f;, ,, � ,I 1 _ 0F NE-V� " FG USH -1 p l2 a G . � !fz,� iy I � r a_ Gy t ^ z s v P Po F' t�r� Kill . c°�v S H-5 t �FG'`� � G l lei-( 1✓L �/ i� If IS CHRISTOPHER KUSSKE, ASLA LANDSCAPE ARCHITECTURE W , - SITE PLANNING GARDEN DESIGN ul N FVJ . ... - �°{��F-V29� ":(i: v �T �' 23 CUDLIPP STREET .a PE ON ToP Ofi f~ C ' _ __ _ c I IK,a, ROWAYTON, CT 06853 /• r, _.-,_" r----- ..« d ..N. y ,,,,�c .' w,. - ,w.. -.-..r ._, I r t'.,�-'-,i'TM ,a. (lit C !�I`G� W �: ' i� -- .,.- � Y, Iy F_ z>w dPt- H, _ {,: 9 . .:. 'I~I ,�', w-- f ..,.x�' -" d• s..,.+_-- ( "• -" C - �`.,, 203.838.5860 FAX 203.854.9456 _. ` r - ; t .•.� z K," _. r . ,�.:.. CAKC L COM lN �ll.T (a. � t `. p T � " I LAWRENCE RESIDENCE GQ9-4�.�t�•.i"r"3 P.��o�f�- PIr=� 10 r o - � . Fishers Island, NY SITE DETAILS DATE: June 2, 2009 SCALE: As Shown -- - Revisions UNfTU SUP , f�i.r - - - I , . { p � ac 01 Vi" =�taT S VA-P-`r- v 5-0 MAN i bri t, r t L.Pct O w/ I r5(Z 1 Y t, 1 L3 6" v G� , "Tr� - -ro tr, a �UTIf 1 Z01 _ X L H Avt?-t(,;i r - E)F-l6K--- FAMM67 OILi - It GATE o�� > �- Of/ fTH r ITC H T n�.tir�-I 1 3 Mvtz-T,ai� - (� 0 lrl � o�t ►� rt� s t 13rtft� GATa '1 � w� FA V I t-1 C, �3 .:. _ TomC�1 art tJ �¢ �3 �,,�,,� i { _ U- O - 9� � F>AVIM(,- WJGVti I I S-ro H Er i ..-ram,_ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 e,-0 NEWYORK—.T --xr.._�:.. .i_I._. , :(77 )58 -17 6 ec- ED 'SRC 3 P ��2�, GnPt N� -- GE 0. A y�T(n t-3 --- _ 9tt f ti' ✓y ..%� STo N • ,�n, !p T�� M 'I '° C A1"r P 0 - __ -z 029 OF N CHRISTOPHER KUSSKE, ASLA h.�Vl h�t� -PA"C"C -P _ . . LANDSCAPE ARCHITECTURE 5r-R I�' .e�Xr2 5� r t om" SITE PLANNING GARDEN DESIGN 23 CUDLIPP STREET -_- - _. .. 9456 _?� � ' _ ! ':. P��t r� t' T fzi Gt�- sT I PS 5a. '� - ac '- ,_-.._ - .-. CAKCT�AOL.COM LAWRENCE RESIDENCE Fishers Island, NY SITE DETAILS DATE: June 2, 2009 SCALE:As Shown Revisions: N i- 1 f r ' r' ,47•- P, y ; ! C> r Telp i (. y - i 4- PM r Tp i I... f i . • __ — — — _...... .-_. s , 4 TA !R -TO ---- = 'r✓� "fit 4S ? _E_•-- S-- 1 t • r rt,A;�wt T Br-,P Y _ I e . x T I r[-ANT OVPStQ .oP fa,,t5 Ti t } ' I Src-F' NC� �Slt — E E"-,i KINLIN RUTHERFURD ARCHITECTS, PLLC f �N 1 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 e, r - , - .. D AR _... _ Y2 .,-•• ..mow .„.. `� ,,`. Di - OF N 5 y , CHRISTOPHER KUSSKE, ASLA LANDSCAPE ARCHITECTURE SITE PLANNING GARDEN DESIGN 23 CUDLIPP STREET t ROWAYTON, CT 06853 , -e ---- - - . _-.....�..,_-_.. .i _�... _ .1.,•. ,�:' 203.838.5 60 FAX 203.854.9456 CAKCT @AOL.COM LAWRENCE RESIDENCE Fishers Island, NY D V SITE DETAILS . June As Shown, 09 t SCALE: i Revisions: zV i H FATTY fz- D 50 UR N W SHEET LOG a x ISSUED SHEET DESCRIPTION X A001 TITLE SHEET Q X A021 SITE PLAN X A030 BASEMENT DEMOLITION PLAN X A031 FIRST FLOOR DEMOLITION PLAN X A032 SECOND FLOOR DEMOLITION PLAN X A033 THIRD FLOOR DEMOLITION PLAN X A034 ROOF DEMOLITION PLAN �. © X A100 BASEMENT CONSTRUCTION PLAN X A101 FIRST FLOOR CONSTRUCTION PLAN X Al02 SECOND FLOOR CONSTRUCTION PLAN X Al03 THIRD FLOOR CONSTRUCTION PLAN X Al04 ROOF CONSTRUCTION PLAN X A201 EXTERIOR ELEVATION X A202 EXTERIOR ELEVATION X A203 EXTERIOR ELEVATION X A204 EXTERIOR ELEVATION X A501 WINDOW SCHEDULE X A502 DOOR SCHEDULE X S101 STRUCTURAL DIAGRAM X P101 RISER DIAGRAMS 0D. i 1 !cis. '"-[CATS y PLUMBER CEf?TIFlr,,-1 ON LEAD CONTFI CERTIFICATE 0; !.,"'ANCY _-.,.. . SOLDER 11! =f L�""?ER�ti'RITERS CERTIFICA,T SLIPPI OT D. CERTIFICATION OF NAILING & CONNECTION REQUIRED. M,:(INAM► G,, ''aIN 'INASTE ALL ?L;,, , , rgA"AI ER LINE$mcr::D;- ALL CON',Tr CTION SHALL T1 G BEFORE CO\(EFING MEET THE PLEn)U; ':I'',',-,ZTS OF THE CODES OF NE�^v'YvF jC STATE. PERMIT SET 03.06.09 pp .m REVISION ISSUE DATE / HIGHLAND HOUSE fi.} .' ..... FISHERS ISLAND,NEW YORK 2. F, HE y�5,...ii� °.lT.r..- v, DESIGN' OR CCJi4J0Z1'..1SJlli}CV E .i.7 " ) FOF `'TQRRI WATER RUNOFF u.`'. ''U C,'HAPTER 236 QL/ KIINLIN RUTHERFURD ARCHITECTS, PLLC 330,WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 u a D H— 0 U UIJ I---' LA i FISHERS ISLAND N " NEW IYORK n . o N N N TAX MAP : 1000 W S E CTL O N : 9 _' f J �- TITLE PAGE BLOCK : 11 LOT 7 . 12 ° - A001 PROJECT: 127 POLE N: 1 '.kO65 a / \ J4 U \ MONUMENT u L� I MONUMENT pip \, ,\•\ e POLE \ l O t 4 �E=17 %S I I I�! -F� nL, � ; � ((FCpU�ID \ \ .'�'EC� C�RIVE�����• I 1 i A \ Ito _i Z� \ \ \ Lc I JiAPLE ;Tlf ll_ JON MEN ;' _ARAGE/ CTTA(_E (&O u D) I PROVIDE !1000 CALLON, \ /F'PP''+ ATE s`Lo VEBHAr,r�" L r T \ p� SEPTIC TANK C 6 \ \ _ I_ EA` `� p l PRO' 2 ` � ')A EF' 'E 'I� � LEACHIN POOLS" -r.EE PC,uE \ I -, \`a, '�_ (SEA DE`fAIL�, O�MONUN11-ENT, I THAl \�y\, \\/ MO (FOUNDY 2 -4 !'('.(�\ I ) , �), II ®(5U ED) HEIN r.TCC FC'f,1E�IAl IT JvarEF' �, �'- LINE. ('`H;),N';I ,CHE�IAT(_ALLI POLE ' (NOT RECOVER D) ,- �_ i� ;I ~'>,! - , _•: r,. ," \W # e'Q } : / (i, F, `E \\` i,„E VAI \ E''1=T,11,1 a'H HI' H , t" , 1 H;E \ �. . +TPIP E t �FETAII.II.1C \iVALL '—'8\ r^�' A P EA, (_)F '�r'V(_.) I �MAFLE / C e BE PEF F( _ 11DEf TI I� _ FF� I'✓ IT 0. _ / V a�++uu17W E -1" fk`' r� C Y; AF'FPI_P I�,°�1T I � Tc= "FEE^All,l ` �TIrJ!�IIkL - • TPELLI Y PII C :)I'ICPETE 1� FCIIJID1,T1011 PEf 1AlI1S TI ,'EC C011CFETE_ �E E✓ M PL MONUMENT - \coVER D —I ` PROVIDE I PIIIEl n\ PERMIT SET 03.06.09 (NOT RECOVERED) ELP 2000 GALLLN s �- . I 1 _ SEPTIC. TFANK - _ REVISION ISSUE DATE -- �, TF E - All I 'RCOVIDE! BENCHMARK-IRON ROD _ CLEANOUT ,� J HIGHLAND HOUSE ELEVATION =76.49 �`- _ TO ORAbE( e \ �' LOT'`.7.\12 \ FISHERS ISLAND,NEWYORK 198,679E C N \ #1 4.56±' ACRES --_ r a Ei.ISTIr1G 3'± Hlr_.H S STOrIE W4L_ aL:FJG ems- - - 1`l PFvPEPTf ulJE PROVIDE 3 ,.1. HEF'F'!l .!\. tEACHINVOOLS PROVIDE 4" _ � I � , ED AR CROSSOVER ...�.EA�L� ) l I (J '\ I' I, � PIPES l l ED,,F.': 6' h U WHIT=', TF'IF'LE rHEFFi' FI 1 1 1 / I I I \ I EH'-I I\1E1fT CIoiJF'LE,'" I ) I LII LI' F 5`a 71 \\, _ ss \ 11 `_-s° I KINLIN RUTHERFURD ARCHITECTS, PLLC I? _ 46 / \ 330 WEST 38TH STREET,SUITE 1006 TEL:(M)695-2988 it % �' � ••L� , NEW YORK,NEW YORK 10018 FAX:(775)582-1736 / J cP�LE. a \ '�:HE� I HEFT MONUMENT% �b1,6� Fkj - ', (NDT RECOVERED) 4 T\ PAIL- : - - _ 1 -- SITE PLAN AP EA ')F B.='IJLDLF MONUMENT \ E- {FOUND) POULDEFS \ Q r' 01 SITE PLAN C7 1�Z9 0 1,400' BENCHMARK-IRON ROD N A021 ELEVATION =42.39 • �I`'= L1 L _'I ` ' �\ PROJECT: 127 U a a a F- U W x U r I Q Q r� GENERAL NOTES: � o DEMOLITION LEGEND 1. REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK AND APPLIANCES. EXISTING WALLS TO REMAIN 1� C _ EXISTING WALLS TO BE I DEMOLISHED 1 �— BOILER LJ —AIR PERMITSET 03.06.09 III F HANDLER I REVISION ISSUE DATE CRAWL SPACE HIGHLAND HOUSE FISHERS ISLAND,NEW YORK 00 AR I (� '�M 1�f r� OF r' KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 L - M 00 N N N G W N BASEMENT W 01 BASEMENT DEMO PLAN DEMO PLAN w Q C7 0 A030 PROJECT: 127 1GENERAL NOTES: a DEMOLITION LEGEND H 1. SAVE & LABEL ALL FIXTURES, FITTINGS, HARDWARE, LIGHTS, BRACKETS, AND DOORS w THAT ARE REMOVED FOR POSSIBLE RE-USE. EXISTING WALLS TO REMAIN 2. REMOVE ALL EXISTING EXTERIOR WOOD SHINGLES. 3. EXISTING WINDOWS TO BE REPLACED UNLESS OTHERWISE NOTED. C _ EXISTING WALLS TO BE DEMOLISHED x [--REMOVE EXTERIOR PORCH DECKING r TREADS.MATERIAL & STAIR (V REMOVE & PREPARE TO REPAIR c - ANY FAILING STRUCTURAL REMOVE EXTERIOR PORCH DECKING - - MATERIAL BELOW DECKS. MATERIAL & STAIR TREADS. _ REMOVE & PREPARE TO REPAIR REMOVE AND SAVE BRACKETS - - ANY FAILING STRUCTURAL REPLACE EXISTING TOILET --,,,, ------ - MATERIAL BELOW DECKS. ` AT KITCHEN SHELVES ! — — — — REMOVE EXISTING SHELF-- REMOVE HEARTH AT FIREPLACE. NEW WOOD FLOOR TO MATCH EXISTING. EXISTING SINK TO REMAIN. — STONE COUNTER & BACKSPLASH \ \ TO BE REFURBISHED. \ REMOVE ALL EXISTING APPLIANCES, \ / FIXTURES, CABINETRY, LIGHTING, T 7 — — -=Q,== Cl_�== & FLOOR TILES IN KITCHEN. WAINSCOTING IN KITCHEN WILL REMAIN \ _ _� - n & NEW WAINSCOTING WILL BE \ I \ ADDED AS NEEDED TO MATCH. _ _ _ __ _ ! II i L REMOVE LATTICE -- . \ PORCH i POWDER REPLACE EXISTING- \ \ I l ROOM -� TOILET AND LAVATORY \ \\ \\ Ij TV ROOM PORCH ---- _-= POWDER L_ 1 ROOM --REMOVE ADDED RAIL AT II =REMOVE & SAVE - _ 1ST FLOOR II MAIN STAIR ! I I DOOR AND SCREEN TO BE __ HALL / RE-HUNG WITH REVERSE SWING _ �I KITCHEN / - II I! PORCH - � KITCHEN —REMOVE & SAVE _ ___ L� LIVING DOOR TO BE RE-HUNG SOUTH REMOVE EXTERIOR PORCH DECKING— t WITH REVERSE SWING II PORCH I MATERIAL & STAIR TREADS. r- _ r — REMOVE & PREPARE TO REPAIR i I�II_ T ll-ll ANY FAILING STRUCTURAL IIIII I I PANTRY MATERIAL BELOW DECKS. MUD ROOM / I _ II III .II II II PERMIT SET 03.06.09 � F � J _ ! I II III II II II REVISION ISSUE DATE :- - - - - - = - DINING =�, II II II II II II I HIGHLAND I I � III i t D HOUSE I I REMOVE EXISTING FISHERS ISLAND,NEWYORK III III - r REMOVE EXISTING WINDOW& REMOVE CHAIR RAIL & ' I'I II II III II' II COMPLETELY REMOVE EXISTING AREA—= II 1 II REFRIGERATOR CREATE NEW OPENING FOR DOOR WOOD PANELING BELOW - _ _ _ OF PORCH AND RAILING ��-- -�}-��I _ --- --- -- — — — -- -`- � .— _.._ .— — — _ THROUGHOUT DINING ROOM77 mar A Re i' REMOVE OUTDOOR SHOWER AND PLUMBING REMOVE EXISTING AREA OF PORCH AND RAILING OF N`r- SUN ROOM DINING-'PORCH \ II I I, I 1 II � I II N4 / 1 I I I 11 EQ. 5'-5'NF EQ. tl -0 — -- —— — / KINLIN RUTHERFURD ARCHITECTS, PLLC 390 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 ,00000e NEW YORK NEW YORK 10018 FAX.(775)582-1736 REMOVE EXTERIOR PORCH DECKING REMOVE SECTION OF STONE WALL TO MATERIAL & STAIR TREADS. ACCOMMODATE DOUBLE DOOR AND NEW STAIR REMOVE & PREPARE TO REPAIR ANY FAILING STRUCTURAL RECONSTRUCT SOFFIT, TRIM, DENTILS, AND CORNICE MATERIAL BELOW DECKS, DETAILS WHERE NECESSARY. PREP FOR NEW BEAM AND HEADERS AT WINDOWS AND NEW FRENCH DOORS. M REMOVE EXISTING WINDOWS, FRAMES - N AND SILLS AS SHOWN w N Do E" FIRST FLOOR W r11 'IST_FLOOR DEMO PLAN DEMO PLAN Q V 2L., c� A031 PROJECT: 127 U a a H U w GENERAL NOTES: DEMOLITION LEGEND Q 1. SAVE & LABEL ALL FIXTURES, FITTINGS, HARDWARE, LIGHTS, BRACKETS, AND DOORS THAT ARE REMOVED FOR POSSIBLE RE-USE. I- EXISTING WALLS TO REMAIN 2. REMOVE ALL EXISTING EXTERIOR WOOD SHINGLES. 3. EXISTING VAVINDOWS TO BE REPLACED UNLESS OTHERWISE NOTED. C _ EXISTING WALLS TO BE DEMOLISHED 0 0 N ---EXISTING WINDOWS TO REMAIN EXISTING TUB TO REMAIN BALCONY ALL BEAD BOARD TO REMAIN & - -- \ — NEW BEAD BOARD TO BE ADDED TO - MATCH AS NECESSARY BATH 2 REMOVE EXISTING REMOVE EXISTING —� EXISTING SINK TO REMAIN. ..r ROOFING MATERIAL ROOFING MATERIAL STONE COUNTER & BACKSPLASH AT FLAT ROOF AT FLAT ROOF �\ TO BE REFURBISHED. ALL BEAD BOARD TO REMAIN &--- EXISTING TUB TO NEW BEAD BOARD TO BE ADDED TO REMAINMATCH AS - —_- ,- L J L_I u - - --- - ---- -� � , NECESSARY L I - ---I- __7 -7 -,- 7-�� n BEDROOM 2 L__ J L_J uLLI r----� -_ - -- - - -- RELOCATE TOILET _ _-._.- l l \ ' -I =-- / CLO. - -r- r-, r-r r-r - �1 CLO. - -- - 1= - -__ ' -- J L_J L-J L_J L_J L_-� r-� r-r rr r-, r, rr n r r I L-� r �11 al � � _CIF I _ �I�--I� I��r��Ilu a 'I ~'u"lu IL ` I r� -- --_- I - ------ SITTING LAVATORY AND TUB. _ _ I I I I I I I I r- L_J L_., L_J L_J _J L_ 1_ J L� u u u Lulu �l ❑� ROOM - r_--,' lr--i Ir--i i--7 REMOVE ALL FIXTURES I I I I I I I I I I I I I I I _______�—__ �.�--�J BATH 3 �- --T� �-T T �-�- L __ -I Liit it it LI i J & SAVE TUB I I 1 1 1 I I I — — TO BE RELOCATED --I r r r, rT r, F7 n r1 n _- IIIIII >= I I I I I I I I L__J L-J L_J L_ IN THIS BATH I 1 I 1 1 - -- 1� �I-- -J I-_J L_J I-_� L_J �- -1 L--� I--I I-I �' l-! I-J I-I LJ ( I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1111 BATH 4 „� '� CLO. REMOVE & SAVE DOOR --- _J L. J 1 _ J LJ LJ LJ L L • I --J_-7--1----T----L-r--._T-7-T-T-T-1- f 1�i�-TrTTTr7 I , -- -- -- I � , 1-- , r-, r-, 1- -1 r-, r- TO) BE RE-HUNG WITH -- - I L__I __-' -' _ I _1 1_I L1_I -- -_ I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 ��'���•. �,—_-__----- 4--- REVERSE SWING AT -L r , r-J r-I r--1 r--I r- I-1 n n n n n - - - - -- - - — — — — - - - - L- - I I I I I I I I I I I I [ I I I I I I I IIIIII 1 1 -- - _ - REMOVE & SAVE - MASTER BATHROOM �" r-� r-r r-� r-� r-, r -, r-� r-, r, r, r, r r � � _-J L_J L_J 1 1 1 1 11 y DOOR TO BE ---I -- -- -- -- - r - -..+--+-i - + r- I -1 rI H �irL+r REMOVE CABINET-- � I I — 2ND FLOOR -I L_ __J L- L_ �� IJ , u a ,11 CLO. SWAP EXISTING DOORS-- RELOCATED 1 1 I I 1111 IIIIII I HALL _ J I-_J L I L_ L _ i L _ I L _J L_J LJ a LJ LJ LJ J L � I I I ! I I -� I -Ir- I I I I I I I I I I I I I I I I I I 1 1 1 IIIIII % I I I , I I I I I I I I I L- I- F--I F-J L-,1 L--I I-7 I-7 n n, rl F]n f - I I I I I I I I I I I IF I IF- I I I I I I I 'IIIII '\ /� e� I I I I I I I I I I I I I nn - - - - - - - — _ _ _1 _J �_, L._r L_a r_ ' I I I I I I I I I I I I I I I I I IIIIII I ! I I I I I I I I I CLO. _J L_1 L_J L_J L_J L_J L_J I I I I I I I I I ( I I I I I I I IIIII CLO• � 1 :II / II - I 1 I 1 1 1 I I I I ---1 I--, ---I L_J L_J L_J i._J L_-1 L__J LJ U u LJ LJ Li Li I I I I I I I I I I I I I I___I I___I I__- I__ I__I -I -I a I_I I_I _._ I 1 1 1 I I I IIIIII - II -^) I I I I I I I I I I I I F I r_-, IFI L--, f-- , r -, r_r I-1 rl !-! n rinn / II �.,� I ---J __! I-_-, I I I I I I I I I I I I I I I I I I I I IIII 1 1 I I IIIIIIIIIII L- SWAP EXISTING DOORS — MASTER I I I I I I I I I I I I I I I I I I H H H HH'H BEDROOM PERMITSET 03.06.09 IIIIII / �•� Nuu —REMOVE ALL � �- ., �-� �-� �-� I—I I I I I I I I I I I I I I I I ( I I I I I I IIIII I SWAP EXISTING--J-- REMOVE & SAVE DOOR- FINISHES & 1 1 0-r-- I ' I REVISION ISSUE DATE -1 --I -I 1 n IF I11 I I) �_ L_J L_J L_J L_J L-J L- _ DOORS TO BE RELOCATED - _— FIXTURES. - -- - ---1 MASTER BATH J I---, r r r BEDROOM 5 BEDROOM 4 BEDR,OOM 3 IHIGHLAND HOUSE —RELOCATE TUB AND LAVATORY. � -, r--1 r-7 r-, r-r r-, I---I REPLACE TOILET. / ' � 1 y1 �I FISHERS ISLAND,NEW YORK / EXISTING WINDOW o I I L_JI L_Jl L_J L_ II TO REMAIN - ---I -- -- ---I _I CLO, -- I 1 1 1 r -r r-� r-r rr- - EXISTING WINDOW TO REMAIN / 1 1 1 I L-AI I I I I I I I I ' I� G p AR T i-. -- -r-- T___r_ - --r- -T- -- - --- __ '- 1 I r--r r-J r-r r-r I-,, �' � �a>1 �i t.,n _ _J__ _J— _1_ L_ 1_ I__ L_ 1_ I -t_ r T T -r r_ T__ r_ T_ T___ r_�_T_��.__ - i I I I I I I I I I I I '� I I REMOVE EXISTING _ 1 1 1 ROOFING MATERIAL r T-r T r T T T-- 7- T- T- I-- r- 7 L�-1 --- L I L- 1- -J L- - - - --ll- - --I-- - -r- - -- r- -T-1-,-1- -J--, L---r-J--T-J--r-L-r-1--,--1--r-L -_J L_J L_J L_J L-J L__ L-- - A , I L_ J_==-I=- J_ J_ J_ J__ J= 1._ J - L 1 I__ I I I I I I I i I _-�- L_ J_-,- L_7 AT FLAT ROOF r T-J L- -J--I L-r-=-�- I -L-T-L T-- ,----r T- --r T r --=-T- -T- - r- - r----r- -- r- ---I ---I -- --� '. ,. .` ----r- -- �- gg I I I I I I I I I I I I I i I I I I I I I I I I I I I I - L__^1-T-J-_T-L-T-1_�----T-L_.r_J--_-1-_r-L_r_J_T_1_r-J__1_-L_r_1_r_J-_T_L 1 I _J i-1__i--1_-r-L-T_1-r--1-- L-T-J�__1-r_-J-_1 . L_r_1_r_J__r-L-r-1--_J__T_L_T-1_, I I I �r OF NEB ! I I I I I I L I I I 1 I I I I I I I I I I I I I I r-L r r_r r-1 r- r- J__ --,— -I _- _J_..1_- r-1_ r_ 1___ r_ T— L -L-1-1 J_____L___1 L� J__ �_r 1- _ __. 1__ T- --1-_ r- r - � _-T-_-T- 1----r T _ _ _ - J_J_._ T_._ Ir 1 —1 - - i__ 1- -1 r- I- i- _- J- 1_ 1 J-- L_ T T_ -__ _ _ - -,_-_-r 1_T=J_T= .,_-_.-r- -___- I._- L- J— L- J__ L_ J__ L_ - _ - _--- — I I I I I I _ L_J L J L_ _J r- i- - I__ -i i --I--T- T--I--r-r -7-TT- I _ _1� 1- I__ _L- _ _ J__ -_ - i T- I L r 1_ i___ L_ _.1__�_ 1_ 1__ J---_L_ J_._ J__ L_ _1_ _�_ ! T - -7-- r 7 I - , I T T- -,-- r � T I r�-T -r r- -r I-- r T --i--L'-r-"1'--i—_L L___L-J-J----- --1-- 1-- L- --'-- -'-- 1__ J- J------ 1- L-- _L.7-I -J— L-1--J--'---- -- L-1_J'J'----L-L-J-�--1_Lr---J--- -L-L- I- ----- 1— _T-1 �'__ L_ ,i.. J_-i_' I T- -,- I r- -t- I � j.- r I 1 F1 1 l_,._J__ L_ L__ -J__ L- L._ - L ---' - - - - - _J -J-�----L�_ I -JI-- - ------ - --- -=- --�--`- -�--- -`- -1_-r- 1�-- -,----r-L-T -- - -+I L- �.L T i" r r- -- r-- L_r_I_ I T r—�_-r_L T-LT- -- I I __J _ �_ C_ _ __- - J_ KINLIN RUTHERFURD ARCHITECTS, PLLC r- -r- T --I-- r---r 1 r r- r r 1 T-LL-r- r T T 1 r r-- T-- T- r-- r- r- L --1 I I I I I I I I I I L, __i.__�-_-L-�___. � J_-_-J--___�__--i —_L-_ L_ T-1 - .L_�.;T 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2968 L- Ir- _T_ NEWYORK,NEWYORK 10018 FAX:(775)582-1736 ----1- -r-1--�� -r - �_ cP M c N W N r%] SECOND FLOOR w 0 �I 2ND FLOOR DEMO PLAN v I 1/4"=,' DEMO FLAN a Q 0 A032 PROJECT: 127 U a a a v� H U w r~ x U Q a GENERAL NOTES: DEMOLITION LEGEND 1. SAVE & LABEL ALL FIXTURES, FITTINGS, HARDWARE, LIGHTS, BRACKETS, AND DOORS THAT ARE (REMOVED FOR POSSIBLE RE-USE. I WALLS TO REMAIN 0 2. REMOVE ALL EXISTING EXTERIOR WOOD SHINGLES. O 3. EXISTING WINDOWS TO BE REPLACED UNLESS OTHERWISE NOTED. C _ EXISTING WALLS TO BE DEMOLISHED - - - - � I I REMOVE EXISTING - �� I JT �Th � REMOVE EXISTING [ROOFING MATERIAL 1 __ ROOFING MATERIAL I - AT FLAT ROOF -- - AT FLAT ROOF r. Y T I I I I _ - f - - I I I I I I __ L_J L_J L J IJ I_i I - I ' I -- --- -- - - - —� _I BEDROOM 7 ��L- I I I I I I I I I I I JIr I I Inl I J L_J L_J L_L_J L_J L_J I I I I I I I I I I I I I i I I I I I I I I I I L_J L_J L-J L_ L_J Ly ry Ly I-y ryy _ 'll _ _ _ 1 1 1 1 111111 L T L = J r = _ L_-1 L_J L-J l L_J L_J L_J L_J LJ H HJ I HHH I I _ _J J 1_J u u UNFINISHED UNFINISHED I I I I �- 11 11 11 11 UI L L L IJ STO. __ — _ — STO.f -1 r_T r-- f --I r- 1 r� I� ' II IIII \` L__J I I I -J L_J L I I I ! -J L I I � L_ J L - - F--1 L_J L. -I l __J l-J Ly H 4y ly ry ry , I I I I I I I I 7 r-� ►r-7 r-I r- - H I I H H I I I I I ! J LJ _ _— -� I 1 1 1 1 l f r r r r--� r-J L--r I -J f-1 r l 1 1 1 1 1 II I I I I I % 4---4 '�--{ F--J V---I I---I L-- 1r-7 r--I r-i r--1 r-y r-y r--1 rJ I I I� I� L_J I I I I I I I I I I I I I I 11 1 1 1 1 1 (I I 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 Ir r I n ` ` r T-n I I - I I I 1 � n L L L L L L �� \ 1 1 1 C-- 1 1 1 1 1 1 1 1 1 1 REMOVE DOOR r-, r- r- _J L_J L-J L_J L_J L__J L_J _J L 'H 1 H1 3RD. FLOOR F-REMOVE & SAVE DOORS --REMOVE & SAVE DOOR I I I I I I I I I I I I I I I 11 1 1 1 1 1 111 I , 1-_ I I-- I '-_ I 1-__I . I I �- I I I I I I I I --, I - I �� I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 HALLWAY J TO BE RELOCATED TO BE RELOCATED 1 1 1 1 1 1 1 1 1 1 1 1 1 7 r_T r-7' r- r--I r-7 r--1 f-1 r rj \ I IL I I _J L_J IL L_J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 BEDROOM 6 IIII 1 1 1 1 1 1 1 1 1 BEDROOM 8 --1 ---I ---' ---1 ---I -- LI I I I I I I I I I I I I I _J L .__1 f _.J I__J l._J l---1 L_J L J 'rJ L, Iryl DTI Ir-lrlr-11I I I I � PERMIT SET 03.06.09 1 _j - -_ 1 _ r-y 1 11 r1 H H 1 CLO. r- - _ REVISION ISSUE DATE _ BATH 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIII 1111111 ram.. -1 --� , r-� ,_-� ---- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 IIII!( CREATE ROUGH OPENING--7T�_ LJ LJ LJ 1IJL I ! FOR NEW ATTIC DOOR �-� - - NEW OPENING r-1 r- -- r 1 I1 r -1 c- 1 1 1 N 1 N iihri I I I I I I 11 TO ACCOMMODATE HIGHLAND HOUSE - I I - I 1 I I I I I-- I �--- 1 r _� F_-L L-L F-_-! L_� �.—! -i_ —ice NEW DOOR. L_ FISHERS ISLAND,NEW YORK 1 1 I ! REMOVE ALL FINISHES - y & FIXTURES --RELOCATE TUB, TOILET --PREPARE CEILING 1 - UNFINISHED REMOVE & SAVE BUILT-IN UNFINISHED I- -J J _, L: STO. CABINET TO BE RELOCATED AND LAVAITORY. FOR NEW DORMER STO. 1 I 1 1 1 11 I 1 1 �L_J L_J L_ I I I I I I I I I I I I & RE-USED IN NEW BATH -- F - F-1 -, F-7 r-1 ARctii r- I I I I I I I I I I I I I I 1 ! I I I I I I I I I I � L 1. 1 I I 1 1 11 \YT 7 I I i I I I I I i I I�- - - I- - � . -I -- - - � I J. I� -r II 'I 1 ]� - . L_r 1_T- - -__L--TT.�-r-1_T-J- T-L_T_J_ `� REMOVE EXISTING FI- T T- -1-- - - - - T -- --- 1-T-J- L_r___1_T--I___T I I I I I I I I I I I I I I I I I I I I I I I I I ROOFING MATERIAL _1 L_ _ J_ I _1_ I_---L__ L- L_I 1 1 1 IL i L - -- - -- -T-- --I- r- T- T- T- T-- r- r- .I -1----r-- r-- -r- �- �i T-- I r- T-- r- AT FLAT ROOF L 1 1 � L_ J_ 1_ I L_ �_ 1 __—�- J_ J-___ _ 1_ J__ �_ � _T-J_ I 1 _ J_ _ 1 1_ J-- L_ �- --1 r- �---r- r- T r_ -r----r- T- r----r -T T- T-- r_ -r- r--`-T-- -r- r-- r T- 1----_ r_ T- -T_ -T_ T -T- =T-- _T_ --I__ 1 _ _ _ _ _I___ _ _ 1 ___ _I __ -- I ---- - -- - --1-J-'-- T T r T r T r� T -r--'--.--' 1 ---I--L_L -J J----L-1-J -1---L- 1 -I 1 '� -I---L L-1 1------L-T-J 1 1 1 1 1 1 -T-- r- r-- �- T-----r- �- r--�-T-- 1--- r- �----T- r- 1 1 7 r---I r---I r--1 r-r r- r- L_ 1 -L 1- �__ 1- J_- L_.{ 1- I__ L 1 ,y --y t--7 -1 --1 T- -r- I T --T— T T I T I 1- T I r- 7-- _ J_ r_L_ _1____'__ 1- J_ L_ J_ L_ 1- J-__-L _1 1� _ J--___T- T_-__=T_ r- - --1__ - _1__ _-_-' -_L- ______ _L- 1-- I - -r I i- r- I T- --1 r T- -T- i- 1-- r- r- I I I I I I J I__ 1 J__-_L_ _1 1__1 T- T r r- --r-- T- --'1 -_r_�IIr-T _T _T1__ 1__ 1- - - i_-- I_ 1-_ J_ L__� J-- L.-J L_J L_J L__, _J- L 1_ -L_ _1- J L_ 1 1 r T 1__ r_ _T- I r T --�- 1 -r � - 1-- T r__ T T r T r r 1 r i- 1 I I i I I I I I I I I I I I I 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 II L 1 -_I_ _L_ -1- __I-- L- _J-_�__L_ 1- J_ L- J_ -__L J__ I__ 1- J_ 1- J__ L 1_ _I----L_ 1_ 1-_ L_ 1- I__ 1x---_�--.�-+-�_ -_ �--- -� -r r r- T r- T- T- T- -,-- ,-- �- T- T-- T- ,-- �- ,- -r- ,- I-- ' - �- I r- ,-- r- r- ,-- r- I KINLIN RUTHERFURD ARCHITECT LLC I I I I I I I 1 I 1 I 1 I I I I 1 ,,1 1 1 _J L J L- L J L- 1 -_ �- _ �- 1- J_-__L_ 1_ J____L_ 1_ _L_ J_ I__ -- l_ 1_ J_---L- 1_ J--__L_ 15 r--1 r--1 -r �� r-1—T _-I_---r- _T- --I-- T _-i--__I- T_ -r -T- -1- --I T- -1-- r T r r- T- I r- 7- I T- T T_ 1__ r_ T__ �__I--r- T- I r- -r- I T- I I I __ L __J I_- _1 J -_L _L_ 1_ __I1_ -- L_ 1_ L- J- __I 1_ 330 WEST 38TH STREET,SU17E 1006 TEL:(212)695-2988 -- - - L- -1 -- L- -1- �- 1- --1----L---1- - 1- �- - ---' - --- --J- -J ---L- -1- - -J-- - I- -T- - -1- L- -- - 1- J-- `-- J- NEWYORK,NEWYORK 10018 FAX:(775)582-1736 T ==--1I-r T- -1----r-r r— - r-T T-—T- T- -- r- r- -r - ----[-T-1-,--I--r-I-T- -T----r- -7-��-- -T- ---- ---1-r- --I�r-1_r----r-L_-T--i-T--1--r-1--T L-r-1-r --r `--r -r - r-L-T --1- --r 1--r 1�- 1-T --I -r -`-7 --1- `-r T -I- 1 r -I r r r 7 T T r 1 r- r-T ---r r-T �-T r-r r-T - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L-T-1T _L_Y M v N 0 W THIRD FLOOR w 01 3RD FLOOR DEMO PLAN ,�4• -D• DEMO P LA N a 0 A033 PROJECT: 127 U — --- a GENERAL NOTES: H DEMOLITION LEGEND w 1. REMOVE ALL EXISTING EXTERIOR WOOD SHINGLES. a EXISTING WALLS TO REMAIN U C EXISTING WALLS TO BE Q DEMOLISHED c c _ N I _- - ` REMOVE EXISTING GUTTERS - REMOVE REMOVE EXISTING � 1 R M VE EXISTING \ I � I / �ROOFING MATERIAL ROOFING MATERIAL AT FLAT ROOF — I 1 / AT FLAT ROOF r - I I I I 1_ l I I II X I I I I I I I I I T- I I I I I I I 1. _ '� I 44, r II i I -I L= I — �- - i I - I Ts T z IL r`- I I I I I L PERMIT SET 03.06.09 z I - REVISION ISSUE DATE 1. I I _ � � � _ I;� I HIGHLAND HOUSE I ~'~ - - ' I � FISHERS ISLAND,NEW YORK I I T REMOVE EXISTING GUTTERS — I ,. -L — T ���ED ARchi 1 PREPARE ROOF TO RECEIVE NEW DORMER ABOVE BATH 6 - �- __ REMOVE EXISTING ROOFING MATERIAL AT FLAT ROOF �_ II _ __ T � T � J u � J L � � KINLIN RUTHERFURD ARCHITECTS, PLLC 3:30 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 M N 0 N ROOF DEMO PLAN �- 01 ROOF DEMO PLAN A034 PROJECT: 127 U a a a v H U w E~ x C? 4 j _ � A CONSTRUCTION LEGEND 01/A202 N NEW WALLS EXISTING WALLS TO REMAIN ® EXHAUST VENT S� SMOKE DETECTOR/ CARBON CM MONOXIDE DETECTOR 1� I I I 0 I> 00 NEW ELECTRICAL SERVICE PANEL I MECHANICAL \ MECHANICAL D I D NEW TRIANGLE TUBE BOILERS O- o NEW INDIRECT NEW AIR PERMIT SET 03.06.09 HEAT WATER TANK HANDLER ,00 > - - \--_/ (REVISION ISSUE DATE 00 CRAWL SPACE HIGHLAND HOUSE 7-\ i FISHERS ISLAND,NEW YORK �EO ARCy/A KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NJEW YORK,NEW YORK 10018 FAX:(775)582-1736 NEW PROPANE TANK TO BE - INSTALLED IN YARD. LOCATION TO BE DETERMINED. I M v w rJ I o N N I PROPOSED ® O 1 PROPOSED BASEMENT PLAN BASEMENT PLAN CIO 01/A204 �7 oc x A100 PROJECT: 127 U CONSTRUCTION LEGEND NEW WALLS w NOTES: I EXISTING WALLS TO REMAIN 1. ALL EXTERIOR WALLS TO RECEIVE NEW WOOD SHINGLES. ® EXHAUST VENT u SD SMOKE DETECTOR/ CARBON Q 2. ALL EXISTING WALLS AND CEILINGS TO BE PATCHED, SKIMMED AND CM MONOXIDE DETECTOR CLEANED, AS REQUIRED. x 3. ALL SURFACES TO BE REPAIRED AND REFINISHED, AS REQUIRED. 01/A202 I ' rn - c NEW COPPER DOWNSPOUT SPRINKLER PATH FROM DOOR E103 _ ---------- TO BATH 6 ON SECOND F O-OR. RECESSED SPRINKLERS TO CO P1LY WI1 NEW HOSE BIB - REFURBISH AND REFINISH j l NEW YORK RESIDENTIAL CODE AJ604. \ EXISTING WINNOWS -- --- -F- - -NEW DISHWASHER O -- - NEW MICROWAVE --- �_- NEVW HOSE BIB `, ` - I!' NEW RELOCATED SINK - _ > NEW REPLA(JED TOILET - -- NEW CO ER NEW REPLACED -- - ' AND CABINETS \\ II' -- REFURBISHED EXISTING LAVATORY a LAVATORY NEW REPLACED RANGE — NEW REPLACED TOILET O NEW COPPER DOWNSPOUT r _ PORCH POWDER REFURBISH AND REFINISH - L- -_l� AT STONE COLUMN NEW OUTDOOR SHOWER. EXISTING WINDOW % SLOPED CONCRETE SLAB ` 1 ROOM WITH DRAIN, LEADING TO 1 ( 7� DRYWELL. LOCATION OF ;1 04, TV R00)M DRYWELL TO BE DETERMINED. - O O , O 1 \ OUT IDE ---- --- e __ 1 O� , MW \ (F l - - - - - lE O1 — -- -- - SH0INER - / I \�I -- REF ------_ O -- PORCH - - / POWDER ` NEW REFRIGERATOR - - - - - - -- - - - --_--_- — - - — - - — - - IU7) / (E 10 " NEW STAIR AT SOUTH PORCH. - -1111 1, 1.ST FLOOR NEW STONEWORK AND TREAD D HALL q TO MATCH NEW STAIR AT SUNF I II I I � I� � --= I I / I I —i — f KITCHEN / - ---- - - o % PORCH KITCHEN ( I �O i, - - ----- o LIVING SOUTH PORCH � —CB I LAUNDRY 1 J 1 -7 PANTRY 1 I PERMITSET 03.06.09 00 _I REVISION ISSUE DATE _ I ! _NEW 6x6 -- - N POSTS, DETAILING - , _ _ _ I DINING AND, FINISH To ! ! I ! HIGHLAND HOUSE MATCIH EXISTING NEW WASHER AND DRYER 2 -114" ',O > (I Ci ', FISHERS ISLAND,NEW YORK NEW HOSE BIBINSTALL NEW REFURBISH AND REFINISH WINDOW, FILL IN RELOCATED DOOR EXISTING WINDOW _ C WALL BELOW SILL INSTALL NEW CABINETRY - - - _ AS SHOWN INSTALL NEW _ 1 �� ' INSTALL NEW BALUSTRADE, �o E� ARCy�T RAILING, MATCH INSTALL NEW DUTCH DOOR - MATCH EXISTING 1;- \ EXISTING TO MATCH EXISTING DOOR NEW COPPER DOWNSPOUT �� �„,. < n� IN DINING ROOM - \ `, �, 44, AT STONE COLUMN :; I I - � I DINING PORCH O -� O -- SUN ROOM �'I� �9�0�0?9 -t0 — — — — — — — KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET SUITE 1006 TEE: 212 695-2988 ( 9 NEW YORK,NEW YORK 10018 FAX. 775 582 1736 c > I I IIII L_ _J _ �� _G A�11 - - - - - - - -- - — �1210 . (12C/ RECONSTRUCTED SOFFIT AND TRIM REFURBISH AND REFINISH - — \_ DETAILING TO MATCH EXISTING EXISTING WINDOW �\ NEW WINDOW & FRENCH DOOR - � SYSTEM WITH INTEGRATED COLUMNS M NEW COPPER DOWNSPOUTS AT SUN ROOM N NEW STAIR AT SUN ROOM. NEW STONEWORK w ® AND TREAD DETAILING TO MATCH NEW __- 01/A204 STAIR AT SOUTH PORCH. PROPOSED w 01 PROPOSED 1 ST FLOOR PLAN ,�4• -D• FIRST FLOOR PLAN a A101 PROJECT: 127 rl CONSTRUCTION LEGEND Q Q NEW WALLS NOTES: \ I EXISTING WALLS TO REMAIN 1. ALL EXTERIOR WALLS TO RECEIVE NEW WOOD SHINGLES. ® EXHAUST VENT 04 2. ALL EXISTING WALLS AND CEILINGS TO BE PATCHED, SKIMMED AND 01/A202 _ �\ CM SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR CLEANED, AS REQUIRED, 0 3. ALL SURFACES TO BE REPAIRED AND REFINISHED, AS REQUIRED. o II _ - ---- ----_------- NEW REPLACED LAVATORY NEW REPLACED TOILET --- — - i - - EXISTING TUB - - NEW SHOWER ED� --- -- �I I BALCONY \ _ - NEW COPPER TILES ,i_) ---- — AT ALL FLAT ROOFS NEW FRAMELESS GLASS SHOWER ENCLOSUREI-, BATH 2 , - - ` ---REFURBISH AND REFINISH EXISTING WINDOWS NEW COPPER TILES - EXISTING SINK TO BE REFURBISHED AT ALL FLAT ROOFS I — - -- NEW REPLACED TOILET - EXISTING TUB RELOCATED EXISTING TUB -- } T- I T___---- -T-r --r__ \ BEDROOM :2 - __ I- 1 1_ -1 I J I- _I I- I I_ I_-1 1 II 1 I+.III - -- -- ---- --- - r- - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 �� 1" CLO. - - - -- - -- -� INSTALL RELOCATEDL_J L_J L_J �_� �4 DOORS FROM NEW RELOCATED TOILET -- -- -� �- �- -t t-- tH H-H r�: ` . `r' \ - -__ _ _ _ _ _- �I - ' _H HH 'r4 IHH I I I I I I I I I I IrT4 BEDROOMS. 4 AND 5 SITTING -a u Neu - - - - - - -- I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111j_ ROOM - ,I i--I . JIr � - JII IL �-- --1 --� 11 _%��_.; � BATH 3 I - - - -- - - - -,�-------- 5'-4" � r, r , BATH 4 '-' l- - 1I- - �- -� - NEW RELOCATED) LAVATORYT�—� - I11 - f1 L I III H H H H , ---- ------ - - ,,- L_-J L_J L_J L_J L_J NEW SHOWER - �t -t�1 +1 1 1 111,111 = -- - -- - -� _ �_. - r - �- �- H N H ti - 1 L_J L_J L _J L _ L__I L_J LJ U U LJ ULJ Lg, CLO. — - _ -- -- - - _. _J J-_L-�-�L--L--1- -I--L --J--L--L-- L 1� 1 III 1 I r _''EL i i _ - - - ---- - ---- r-- r- r- r-i C, 82_RELOCATED DOOR - I ' ' L I - I I J 1I•\ I1 I1 _ - �' )`, i I I I I I I I I II\ IIIIII , _ '1- - _ FROM EXISTING � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1V 111111 --- � � _ _ --- - - I--J r_J r-F r-H L-J r--, f_, F r r1 f-1 (�n n - - i - _ _ __ ._ _7 _- _ _-. __ �. _11 � 1 1 BEDROOtvi1 3 CLOSET I I 1 111 _ _ _ _ _ -- - - - _ _ _ _ - `--I r--1 r- , '---r r --I r--I r-'1 T-1 r-I rT r7 n.n n ll J I L_- ------ - �_J L-J L_JF L_J L_JF L-J I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111,11I. I /-- RELOCATED DOOR FROM i 1 1 1 1 1 1 1 1 1 1 1 1 �i, — -. - I� �' 1 1 1 1 1 1 CD 1 Al 1 1 1 1 1 111 1,>�, -,,,,1. sD ` J-- 2ND FLOOFR Ili EXTG. MASTER BATH i . \` ,, I,a, CLO HALL - r-�� r--1 L-J r-H r-J r-� D -ALIGN- 1 1 1 - L-_J L_J L_J L _J L_ L_I LIL U'x1 i SD r-1 r--1 1-7 r-7 I - 1 `7L � _ - _ � I I D I LA --RELOCATED DOOR FROM N I I I I I I I I I ( I I - � _ '-- - _ -- I I I I I I I I I I I I IGJ -7 _r r r--I r_, r--I r r , n n nn - - - - - - - - - - - - - - �- --_ - - - - LO r H HHH — - - - \ — CJ -- -- EDR00 ENTRY y H111 iLLn _) - - - CLO. CLO. ---15 =o - ' I - 1 --1�- -- �NH r iI 1 1 1 I ILJ , `l IHIL IN - L_ J L_ 1 L_J L_J L _ J L _ J L J L J L -�� � --_� I �_�� � \ L- 7 I-I F7 F7 n n n SPRINKLER PATH FROM BATH 6 _ ! P ,l-1 r-, r, n TO DOOR E103 ON FIRST FLOOR. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H 111 -- - -1 I J MASTER _I'�� -� -� �- .� -� H IH II HHH RECESSED SPRINKLERS TO COMPLY<WITH ', 1 1 1 1 1 1 1 ' ' 1 ' 1 1 1 111111 i PERMIT SET 03.06.09 NEW YORK RESIDENTIAL CO If AJi04. BEDROOM I I I I I I I I I I I I I I ( I I I I I I IIIIII _`-- ----- -- _ -- --- -- --- -_- _ _ - - - - --- - -- --, - - �- - REVISION ISSUE DATE- 5'-6"1 •---BEDROOM 5 BEDROOM 4 ¢ BEDROOM 3 \ 1 _J I_ i 1_1 MASTER BATH RELOCATED ! �' T 1rl4 - HIGHLAND HOUSE - =_ \ I DOOR FROM - FISHERS ISLAND,NEW YORK REFURBISH AND REFINISH ';° )I j '- _\, ✓ 1 1 1 1 „ �, I I E TG. BATH 4 L_J L_J L_J L_J L_J -- / -- L J EXISTING WINDOW 11 'I 11 -- CLO. --1 r r--1 --1 I I I I I I I I I I - --- — -- -- REFURBISH AND REFINISH-7 - - L i - - - -- — -- r r r r r - 1 1 1 1 1 1 1 I EXISTING WINDOW - 1 - l 1 1 1 1 1 1 1 1 - - \\ � '1DAR - i----II i- i----r- T--1--1--- I ��� - - � - -- I I I I I I \ I \ NEW COPPER TILESJ—'I' -1 F_ Icb (•�`I .\._�.�'1 _ ,._�._ _I_ - - - -- - - --.- --r--1--1--' t-.--I ' '-=_r- -T--��r;'=-T- - 1 I-- 1 7- 1-- -L-1"-1-,--I- AT ALL FLAT ROOFS - - _ r - cr m Fl r-- T--L r-'--r-- -r- ----r- T- -- L_ _ _ _ -L 1.- , -L_ L � L L_ - � r � T,. '-r= T--, T-- RELOCATED TTJB 1 T r'- T- _ i� ..,. -1L L L- _J_ __L_ L_ 1_ - - - - �- -1 =-- -=-T- --I- T --- NEW_TAVATORY - -r-1 -L ,-1- , -- -L-T L__ I -- 1 1 - - - _ - - 1 -H-NEB/ Rr_LOCA_fiED LAVATORY I I 1 I I I 1 I 1 1 - - -L==__L= 1= L =1 -J L-L- 1_ - --1 - 1- 1--- - 1 -1 -I--1 •T 1 T 1 T 1 T 1 T r T ,- I- -NEW �EPLA D LTOIL T l-1 1-- L-L =-1 J-- L-L - -- -L-T-L_I1 r-r- --r- T --, r r-- � r- T- -,-- -r I r- -r----r- �' r- --- �- -r- I r- 7- r-- r- �-- }L __-- LT_ T _ 1- L r ,- ---t----r-- T- 1 r- -r- 1 1 _ r— 'CE - J. L _L J L_ L L 1_ 1_ 1- I_- L_ J--_-L- L_ J-_ 1_ J-___L-__ T --r T r T -_ T_ T____T _ T_ T____1- T_� T_ r __ 1 - __ I I - _y T- -, r T I r I---- I I I I I I I y I I I I I TI L 1- _J L_ _1_ _J L_ 1_ I L- L_ __ L_ _L_ L_ L_ I L_T_1-_ ,_-I__ __ �- I I I I I I I I L_.T_L-T-J--I-_L T_1_T_J__T-1ILLL_T _T _� __T_J__T_J__I_--_T__J_T_J 1 1 f I I _T- __r_ i-1_T____T _T__ _, _- _ i__ T-L ' L_-T_-1_ I _' _ �, _ i_ __I__T_L_T_1__I__I__T._1._T_..L--.-_L_T_.J_ _� - L___ J._.T_J__r-L_T_1-,_-I__T_L_T_1_T_J__T__LS-�--+--�_�_�__ I __ L- J L- I L 1 __I 1_ L_ 1 J L_ 1__ 1- T- r-- T- -,----r- T- ----r- T- -- T--I-- r T r-"-T- ,--� -L_ -1_ J__-_L_-__1_ I__ L_ 1_ I__ L_ J�1-T_J__I r- T- I ,__ r_ T_ ,-- r_ T_ L __L_r L 1__ 1 1 - __-L_ __1- -._L_ L_ J_- L_ L_- J__ L_ 1- `• - �� I L-IT�TTT— WNLIN RUTHERFURD ARCHITECTS, PLLC-J_— -_- - _-_�-_----L- J-_ --. L- _ �- L _ _ J__ L_ _J_ J_- 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I-- r n� NEW YORK,NEW YORK 10018 FAX:(775 582-1736 ; I M X o N N v, 01/A204 PROPOSED H w PROPOSED 2ND FLOOR PLAN SECOND FLOOR PLAN w 1 1�4._�.-0. a C7 A102 PROJECT: 127 U a a a v� H U x CONSTRUCTION LEGEND L \ NEW WALLS NOTES: \ ; c 01/A202 EXISTING WALLS TO REMAIN o 0 1. ALL EXTERIOR WALLS TO RECEIVE NEW WOOD SHINGLES. EXHAUST VENT 2. ALL EXISTING WALLS AND CEILINGS TO BE PATCHED, SKIMMED AND (� X; MONOXIDE DETECTOR SMOKE DETECTOR/ CARBON � t, CM CLEANED, AS REQUIRED. -� - 3. ALL SURFACES TO BE REPAIRED AND REFINISHED, AS REQUIRED. - -- I 04 I -- - � — NEW COPPER TILES SPRINKLER PATH FROM BATH 6 — i AT ALL FLAT ROOFS f TO DOOR E103 ON FIRST FLOOR. _ I�fLI NEW COPPER TILES +4 RECESSED SPRINKLERS TO COMPLY WITH 11 T % AT ALL FLAT ROOFS % NEW YORK RESIDENTIAL CODE AJI Tr =I 1 � I--I �� IH IH H H H H BEDROOM 7 I I I I I � I I I I I I I I ( I I I I I I I11111 -J _J JI -LI - L JI L JT L I --� L J �L L J�L_J -I I I I I I I I I I I I I I I I I I I I I I, H HH HH H -I - HH LI H iHii UNFINISHED r� 3 -14 UNFI I_ N SHED - 1 r1 L r1 r r-1 r--I r- r-1 r- -I 7 N I� r; "�I�, STO. - ,, =- t."' T STO. -. I I I 1 1 1 1 1 11 1 I 1 1 u 1 111 I `� ;, - F-7 r-7 F---IF_7 -I I I -I I ! I -I I 1 1 n TI" 'LJ L_ J I_J LJ LJ L_-1 LJ L_a JL °? �{ LJ LJ LJ L� LL I I I I I I I I I I L LJ - �. �I� _I _ � 1 ` r7 F--1 7� 7� \ - I� - J LJ L-1 L LJ _i i I I-I i 1 i-1 i -I I I i-I I� r' I i n i I h ' LJ L_ I LJ L___1 L_J L J LJ L.-1 JJ J 1 L111_I H H H H-•,H-I-M -I H H J -- - , 1„ gp I I I III -_ _-- __ __ _ _ _ r� r r� r7 NEW EGRESS WINDOWS, FILL 17 -10- O ! - RELOCATED DOOR c. _I /, n rl l y CM ,L. I- D i IN WALL BELOW SILL - - - - -- �- / 1„ 2,_03„ f L -J LI L L LL 2 \ o �� - �� �� �� `nH j 1 3RD. FLOOR 3 —7� / 4 NEW DOORS 1 ,;' 6 -14 HALLWAYi p r r r r - r� BEDROOM 6 B — I--i r--i1 r-� r-r I-r r-1 r-� r� H h _ — — - � - -r —-_I--I _+ r-----I _ _ -- _ _ B E D R 0 C M 8 n F_n 7-1 F-7 L-n --— I — ---- — — — �J -L__ LJ LJ LJ - _ — CB) - I—I I——1 l—� L_a �J L_J �_J L J, �•.1 •\�. _ � �� ,- - _, )•.—.� i I I I I I I I IF- I I I I I I I I I I 7 � I — ,0I rI';`. ( _� } ) ( .� ` �•; ) H L a HH H HH HH PERMIT SET 03.06.09 - F H HH HH F HH a H�II.. ( _ r r F f--1 - r J F II IJ rl - - - - 1 -_i a IL HI u u o — - -BATH 5 z -i r -i -i IN 1 I �� I__� I__� I__� L_I I_ � ATH 6 _ J - CLO. B — CLO- - r rJ REVISION ISSUE DATE 3„ 3„ , - 1„ 1 HIGHLAND HOUSE ?1)F ) 2 —68 5 —104 6 —74 2'—62„ �� �� �� H H H H H / -- -----I -- - -- _-1___L_L� _ _ — 6 FISHERS ISLAND,NEW YORK I I I I RELOCATED DOOR ;; 0; — NEW TOILET I I I I I I I I I I UNFINISHED NEW RELOCATED TUB f - NEW DORMER UNFINISHED L ~~i L L S TO. r-I n 7 n n-I F_NEW RELOCATED LAVATORY - — NEW LAVATORY STO. -_I LJ LL _-� LJ L_L I I I I I I I I I I NEW RELOCATED TOILET RELOCATED CABINETRY N'EW CABINETRY— NEW SHOWER GDA RC LJ I _L L__1 LL L�TY -I. - I _� � R L y,_! d ' I I L_ T � T1 -� I nn r� n� I- --i nn nn jam- LJ LJ LJ LJ LJ LJ L�` �J y -'1 L HH J1_ —'_[_`—1 - -L-� I I I I I I I I I I 1 1 -7 -r- - - T-- --I- T- I- T � --- r - - - T- -----r--H- - -I- -L- L- J- L- - L- �- L- _ �J --~ - -� �OF NE�� NEW COPPER TILES - -1- _ I_ -- i-- __1_ i_ ! --L -�__1_ _-�_-? -'_ T- 7- _T I +-_�_ r_I-7_L_r_L L_IJ_7 I AT ALL FLAT ROOFS 7 7 T- 7 T T - T L_ J__ _ _ _L_rL_ L_ -- -I -- - - _ _L_ _ L__J_ L J L_ L-___I_.. L___'_ L_ 1T I_ 1 - L_ J_ L--_I_ L_ L-r r- 1-- T I r 7 - T - 1 L 7 r 7 r 7- 7- r 7- F 7 1 r T-- - 7 r- - 7 r r 7 7 1-" HH HH H HH I H_ - L 1 - -L - -I 1� �- L- - -1-- - 1 - L L- - 1 - -�- 1- L--_t 1---1- L 1_. T-- 7- T 7 T - f- T - T--'- - T T -- -T --,- T -1 I_ T- r - 7- 7- T_ J L_ J_ L___I_ L_ J_ L-__J_ L__J I_ 1_ J_ L___I_ L J _L__ L- _J_ J_ L__y 1_T- L _ J_ L_--I____L_ J_ L__J - L 1- -I- - - -1 - --L- I- - 1- -I-- -.1 _ _ L L- -L -I-- - - __L I -I 11 L _ H 7- T- r 7- T -- 7- 7 7- 7- I-- 7- 7- I- 7_1 r 7- 7 1_ J__ J - - _ 1 - - 1_. __I_-_ L_ 1_ 1 L_I LL L-I J 1-_ 7- (- I 1 r T -1 r- L I T- -1 T I 1 H I T 7 T T I_7"- T - T I 1T _ I___ T I - T l r _7_ I I I i I I I I L___I_ L_ J L__1--_L I_ L_ J L_ I_ L J _L J L_ _ J_ 1 _- 1- - _ _ __ 1_ L__J_ L- J_ L__J_ L r--7- 1 7- I- -7- I � -I�r- �- � -7- I-- 7- - r -T- I- 7-y--I- 7- I +++++-� KINLIN RUTHERFURD ARCHITECTS, PLLC �_ r 7-L_r_ 7 7- f 7- 7- - -L-J-1-T--1--1- -L-T--I--I- 1-T-I- --1-r-I-7--L-I-1-T-L J-L-T ---1---r -1 - T -L7 !-T-L7---1-T-I- �- -r-I- T--1--I--- 1 -L-I 1-T -L-1-1- T--1--]-1-T-L-1-1 T-1 T-1-T--I-3 r�1 / r 7 rJ L_ J_ L I_T_1__ _J- _L J_ _L _ _L_ J_ L -I_ L J _I _ L_ J_ L_ J_ L__J_ L-_ ' T_I__ 1 _ _I_ __-L_ I- L_ I- L_ J_ L-_J-T_L--J_, -- V 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 - - --- - --_ - r I -T r 7 T 7 r 7 7 I 7 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ---I 1-r-I- -L -- - L--1- 1 r L- -T-L 1 -r -L-,- -r --s-_l- - 1 1 .,_= 1--1- -1---1 - -L 1- H 7- - f 7 7 IL- -T r 7- 7- 1 - I ---- 7 --- I — -- - ---- T I T 1- T_1_7_L-r_I_r_ I ' Y _L_ J_ L_ J_ L J- I 7- I- 7- I- L } - .L - --J-----I _ I J 1----L-- L� 1 -------1---L---1 - ---I- --1- -- -L----1-- -� 1 L_r_ _1_r_L-I- -T-- -1-T---L - ------- - _ 1- '`- \\ L -L--L N I� 01 PROPOSED 3RD FLOOR PLAN PROPOSED W I THIRD FLOOR PLAN W 01/A204 s� C ° -A103 PROJECT: 127 F-, W CONSTRUCTION LEGEND NEW WALLS � NOTES A EXISTING WALLS TO REMAIN------� `\, 1. ALL ROOFS TO RECEIVE NEW WOOD SHINGLES, SHINGLES WILL BE 01/A202 \` ® EXHAUST VENT RED CEDAR PERFECTION #1.. ® �`, �` SMOKE DETECTOR/ CARBON �\ 1; CM MONOXIDE DETECTOR xHALF—ROUNDi a GUTTE S WITH EW COPPER DOWNSPOUTS 2. NEW COPPER R N R N ,i WILL BE INSTALLED WHERE SHOWN. ,a - ' I 3. CHIMNEY FLASHING TO BE REPAIRED/REPLACED AS NECESSARY. o NEW COPPER GUTTER r - - L I J I L 1ri NEW COPPER GUTTER _ � - _ NEW BALUSTRADE TO MATCH EXISTING ri — — i II _L J H - � ❑ _ _ .__ � NEW COPPER TILES AT ALL FLAT ROOFS - I T I I T I T i r i 1 L ' IL L L , o {~ 1 0 c� T -- PERMIT SET 03.06.09 r - — REVISION ISSU E DATE i HIGHLAND HOUSE NEW COPPER GUTTER ,1 T 1 1�. " I— - r r � NEW BALUSTRADE TO MATCH EXISTING FISHERSISLAND,NEWYORK NEW COPPER TILES AT ALL FLAT ROOFS -- T TI r - -- T _ L r r- E NEW COPPER TILES AT ALL FLAT ROOFS L NEW DORMER ABOVE BATH 6 _ ( 1 nF=�,;;_���' TO MATCH EXISTING IN BATH 5 - —1 _77 _ =� - --i I - i- T - 1 NEW BALLUSTRADE TO MATCH EXISTING — ---- -�, — �— �� —�NEW COPPER GUTTER -- -- — - KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 NEW COPPER TILES AT ALL FLAT ROOFS NEW BALUSTRADE TO MATCH EXISTING NEW COPPER GUTTER _ _ NEW COPPER GUTTER _ M 01/A204 N ry w o PROPOSED ROOF PLAN w 01 PROPOSED ROOF PLAN w I x 1 4=1-0 ILA CJ A.104 PROJECT: 127 U a a a v� H U w x U Q rn c c N 1. NEW SHINGLES WILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIOR WALLS AND ROOFS. 2, NEW COPPER HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3. ALL EXTERIOR WOODWORK TO BE REFINISHED AND REPAINTED. B 4. CHIMNEY FLASHING REPAIRED/REPLACED AS NECESSARY. NEW ORIEL BAY WITH EGRESS WINDOWS. BRACKET AND TRIM DETAILING TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. T.0 RIDGE = --'I ��i DIAMOND MUNTIN PATTERN ON NEW ;i ELEV. 29 2 y-_ . EGRESS CASEMENT WINDOWS TO MATCH DOUBLE CASEMENT WINDOW #232 ON WEST FACADE. n s--u r i T.0 FINISH FLOOR- `' -E. 7-171 ELEV. 19 10: I _ - _ PERMIT SET 03.06.09 n F_ r Iu I �l n 7-1 — NEW SECOND FLOOR BALLUSTRADE TYP. REVISION ISSUE DATE -- _ TO MATCH EXISTING T A FIRST FLOOR u - Uy HIGHLAND HOUSE ! I i i I FISNiERS ISLAND,NEW YORK T.0 FINISH SH 00 I IJ N FL R ELEV. 10 7 IT - - .. .- = � �,� r-, RED ARCy D ti J C� .0 I I 7-' - � " - � II NEW STAIR AT SUN ROOM. I � fi .F NEW STONEWORK AND TREAD DETAILING O- NEW I TO MATCH W STAIR A R AT SOUTH PORCH. �. T.0 FINISH FLOOR - ELEV 0 0 �✓� '� = � �/'� 1 Lam" )�`` � �rr - '� � � � �' 'P )( (` - ✓ ��` 1, %�: ' KINLIN RUTHERFURD ARCHITECTS, PLLC tj D 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 i NEW 2" BLACK METAL HANDRAIL / REPAIR AND ALTER STRUCTURAL FRAMING AT ALL EXTERIOR STAIRS TYP. AND FINISH WOODWORK AT KITCHEN PORCH. NEW LATTICE PANELS TO MATCH EXISTING. NEW LATTICE DOORS (NEW OUTDOOR SHOWER BEHIND) M - � B N N N 0 w N NORTH ELEVATION w 01 NORTH ELEVATION ►� 1/4'=1'-O' A201L7 PROJECT: 127 a a a H U w x x A x 0 N 1. NEW SHINGLES WILL BE RED CEDAR PERFECTION #1 ON ALL EXTEERIOR WALLS AND ROOFS. 2. NEW COPPER' HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3. ALL EXTERIOfR WOODWORK TO BE REFINISHED AND REPAINTED. 4. CHIMNEY FLASHING REPAIRED/REPLACED AS NECESSARY. A NEW ORIEL BAY WITH EGRESS WINDOWS, BRACKET AND TRIM DETAILING TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. �-1t 1 )I, - DIAMOND MUNTIN PATTERN ON NEW T.0 RIELGE EV. 29 2 - � ,\ Ail s EGRESS CASEMENT WINDOWS . -'—, T - - - - - - - - T� 1 r TO MATCH DOUBLE -CASEMENT WINDOW #232 _ J, _ - T ON WEST FACADE. _-- r L- -'-L- S` -� _l IT _ 1 t - 1 L _ _ I _ I SH 0 T. Ifs s _ r_ .�, 0 F �I FL OR EILEV. 1910 `s -- PERMIT SET 03.06.09 Ir, � II — i_I I f _ REVISION ISSUE DATE i -- - --- NEW SECOND FLOOR BALLUSTRADE TYP. TLP I NEW SECOND FLOOR BALLUSTRADE TYP. T .,H EXISTING � 0 MATC' N AT FIRST FLOOR TO MATCH EXISTING AT FIRST FLOOR I � - i HIGHLAND HOUSE 1n I _ i 1 T ' FISHERS ISLAND NEW YORK I `T �j � ELEV. 107'T.0 FI� ISH FLO R U I u u uuLIJ��LLLLu f;a i � ,^' i y/ I/ ,�`\• ' ',,I � _ lid - .=-.\\ � p ,_ ,! ff � •S',;g1. ____ — - - I 'I l �l I I i /1 ) 1 I .� — 1 ( I i ICI f i i Il _ 11 "I � I4 � �� =�_ -____- _ �;, %r-, �_•\ �II I 1_�4 r ,� � `\ � � I `�,. 'll I �__ 'I' .r� •1 .L —� 'V I' ('v L� Ir I I 1� 1 z I J I _ I " I I 1 — T1 - -- - I I 1 T.0 IN dISH FLOOR - -R - - _ 1 � I ; - - r 1` > KINLI N RUTHERF URD ARCHITECTS, PLLC r. I I - - -, I i - r 1 . I I -_I 1 " I i I_ ` _ L' - 7% 330 WE ST 38TH STREET SUITE ITE 1006 T EL: 212 69 Li 5-2988 NEWYORK NEWYORK 10018 FAX 775 582-1736 -I � , r I I = - I - I , I 1 __1 NEW 2 BLACK METAL HANDRAIL J AT ALL EXTERIOR STAIRS TYP, REPAIR AND ALTER STRUCTURAL FRAMING AND FINISH WOODWORK AT KITCHEN PORCH. NEW LATTICE PANELS TO MATCH EXISTING. M N A c N N EAST ELEVATION w O 1 EAST ELEVATION x 11/4'=V-0- a c� c� o 2 PROJECT: 127 U aI a r� H U w x U a Q a 0 0 N 1. NEW SHINGLES WILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIOR WALLS AND ROOFS. 2. NEW COPPER HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3, ALL EXTERIOR WOODWORK TO BE REFINISHED AND REPAINTED. O 4. CHIMNEY FLASHING REPAIRED/REPLACED AS NECESSARY. NEW DORMER TO MATCH EXISTING, ` > �I TRIM DETAILING AND FINISH TO MATCH EXISTING .s, T.0 RIDGE ELEV. 29 2 r- r -r'r� I _ rIT- T T i i L �' T - 1 - 1 T - - s I - =zrT T� 1r I T , - � T.0 FINISH FLOOR ELEV. 1910 i�L 1_ _ T - NEW SECOND FLOOR BALLUSTRADE TYP. �T J �Ll-ij PERMIT SET 0 3.06.09 TO MATCH EXISTING AT FIRST FLOOR - - -- REVISION ISSUE DATE ! A _ TIr � 11_ 1 III 1� 1 r I 1. 1 . �, �, I 1 ,.r 1,;. - - HIGHLAND HOUSE l S IT -LL) I -� FISHERS ISLAND,NEW YORK MQU w �� rtT L TT.0 FINISH FLOOR ---- .�. ELEV. 10'7 -- I_ i 1 CORNICE AND DENTILS TO BE -- 1 / 'u -- -. _�_ __ L 1 L J. :-I_LJIJ L� . L REPLACED/REPAIRED AS NEEDED _ _ -- I NEW BEAM, HEADERS, AND CASINGS --- ,"� - ( '�_ ) T - CLLSO AR \ �1 NEW WOOD COLUMNS AT SUN ROOM -�I ` I ( �I I — 2 I T11 e NEWROOM. 1 �STAIR T SUN I R A N ROO I E7nF/'M. ^�(1 NEW STONEWORK AND TREAD DETAILING '1 1 _ , _ i rY LI L TO MATCH NEW STAIR AT SOUTH PORCH. ,I - I 1 T.0 FINISH FLOOR - ��' I(ELEV 0 0 �/ 'OI KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 - -- NEW YORK,NEW YORK 10018 FAX:(775)582-1736 NEW DOUBLE-HUNG WINDOWS AT LIVING ROOM IN EXISTING OPENING I I g M 0 N N � SOUTH ELEVATION w 01 SOUTH ELEVATION a u 0 - A203 PROJECT: 127 U w a a, H U w x u x Q ! x N 1. NEW SHINGLES WIILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIOR WALLS AND ROOFS. 2. NEW COPPER HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3. ALL EXTERIOR WOODWORK TO BE REFINISHED AND REPAINTED. O 4. CHIMNEY FLASHINIG REPAIRED/REPLACED AS NECESSARY. NEW DORMER TO MATCH EXISTING, TRIM DETAILING AND FINISH / TO MATCH EXISTING i T RIDGE ELEV. 29 2 n 1 - - i NEW ORIEL B3AY WITH EGRESS WINDOWS. 1 " BRACKET AND TRIM DETFAILING TO MATCH EXISTING TI I T 1 7 ORIEL WINDOW ON EAST FACADE. RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW - L ON EAST FACADE. --i- DIAMOND, MUNTIN PATTERN ON NEW L-- EiGRESS CASEMENT WINDOWS TO MATCH DOUBLE CASEMENT WINDOW #232 _ON WEST FACADE. ?01 F -- _- - - ELEV. 19 10 �7 T T.0 FINISH LOORZ - - _ - _ -- - � - b PERMIT SET 03.06.09 u i � NEW SECOND FLOOR BALLUSTRADE TYP. - -- - II NEW SECOND FLOOR REVISION ISSUE- E _ _ I _ BALLUSTRADE TYP. SATE TOM MATCH E I G AT FIRST FLOOR �\ T 7 7 I --A H X STIfN IR F OR � _ � I ,� TO MATCH EXISTING AT FIRST FLOOR - - 1� ❑ � � I -�- - HIIGHLAND HOUSE i ` — F HERS ISLAND, EW Y -_ -- — - - — IS ORK -1 Y . I —� J - - - - - - - rh �, r �' �� h 7 - r+I I ��r �� ;. _ o N � I ) � �I L 'I �'r I-rJ I . j1 '1 - -- u II r� J �I .�, T.0 FINISH FLOORZ i I ELEV. 10 7 --- - ---- - - - .Ji-luu� a LIuLJL uu u u u � J Ji-� LJ�iJ l LJ �.�J l�_1 a Li LJ 'u _ J = u 11 IJJ L1Ju� Llu_�IJJ___=IJu uL.uI.;L .JuuL luLuuuuu �I��LI LIJ _ T�Ju�_ Jul Llu u� LJJu L L� AIL L JLIL L.- LJ I CORNICE AND DENTILS TO E I � I B I _ REPAIRED AS NEEDED v-0 AR I I -J=1 --�-_- __ _ __ _ NEW BEAM, HEADERS, AND CASINGS �g GED• r J L— >i I � 7 T 17 �, _ 1 � I I e r _ s. T I _ 1 I, 1 �4' s h � s, 1 _ I NEW CUSTOM-BUILT I � I N M BUILT CASEMENT BAY I I- 'I I 1I'll . I i- — . r- WINDO S T W A SUN ROOM. ,- _ cS I a -- I� IITI -\ ` `1 Ili _ - Lr �.� LJL l - - -- d - NEW WOOD COLUMNS TO MATCH EXISTif\ I - I , ( I MODIFY EXISTING STONE BASE TO �h T.0 FINISH FLOOR ���l, \• � I. - 1 `rl '1 %" I I' _ ._,) ;;\I _'I - _,I - ' ) ==- �._�� =�1 -' _( �'�1 JC�- ' ACCOMODATE NEW COLUMN LOCATIONS - _ - ELEV 0 - I._ KIINLIN RUTHERFURD ARCHITECTS, PLLC / NEW INSWING DUTCH DOOR TO -- / j 1 r I( = r- Y_� 3310 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 MATCH EXISTING DUTCH _ =i- - - - I NE)W YORK,NEW YORK 10018 FAX:(775)582-1736 j' DOOR AT DINING ROOM REPAIR AND ALTER STRUCTURAL FRAMING -- -- NEW CUSTOM INSWING FRENCH DOORS WITH SCREENS AND FINISH WOODWORK AT KITCHEN PORCH. NEW LATTICE PANELS TO MATCH EXISTING -- NEW WOOD COLUMNS TO MATCH EXISTING, WITH NEW RAILS TO MATCH EXISTING. NEW STONE BASES TO MATCH EXISTING NEW STAIRS AT SUN ROOM AREA OF NEW STONEWORK FOR NEW FRENCH DOORS AND STAIRS M (' Y, It' (V 0 N N P_ WEST ELEVATION w 01 WEST ELEVATION �+ 1/4" 1'-0" a c7 0 A204 PROJECT: 127 WINDOW SCHEDULE (ALL ROUGH OPENING DIMENSIONS MUST BE VERIFIED IN THE FIELD) NOTES: Basement Rough Opening Size Jamb Divided 1. WINDOW TRIM TO BE INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED. vi 2. VERIFY ROUGH OPENINGS AT REPLACEMENT UNITS WITH IN-FIELD MEASUREMENTS.CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. wWindow # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes 3. VERIFY ROUGH OPENINGS AT NEW UNITS WITH DIMENSIONS ON CONSTRUCTION PLAN AND DETAIL SHEETS. 4. PATCH INTERIOR AND EXTERIOR WALLS AS REQUIRED TO RECEIVE NEW TRIM. x 001 Baslement A Marvin CUSTOM WINDH Wood Insert Double Hung 3' 5" 3'-2 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 5. ALL NEW AND REPLACEMENT EXTERIOR WINDOWS TO BE HURRICANE RATED (MARVIN -STORMPLUS IMPACT ZONE 3). U 002 Baslement A Marvin CUSTOM WINDH Wood Insert Double Hung 3'-0" 3'-2 3/4" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. 003 Baslement G Marvin CUSTOM WURAWN Wood Replacement Awning 3'-4 1/2" 1'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 004 Baslement G Marvin CUSTOM WURAWN Wood Replacement Awning 3'-4 1/2" 1'-10 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. Wood Ine First Floor Rough Opening Size Jamb Divided Window # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notes 101 Kiltchen C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 31-81/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 0 102 Porch Polwder Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 3'-8 1/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. (V 103 Kiitchen E Marvin CUSTOM WINDH Wood Insert Double Hung 1'-6" 3'-8 1/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 104 Kiitchen B Marvin CUSTOM WINDH Wood Insert Double Hung 4'-0" 3'-8 1/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 105 TV Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8 1/4" 5'-4 1/2 " V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 106 TV Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8 1/4" 5'-4 1/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 107 Livinlg Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-113/4" 5'-3 1/4" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 108 Living Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-113/4" 5'-3 1/4" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 109 Livirng Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'413/4" 5'-3 1/4" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 110 Livinig Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-113/4" 5'-3 1/4" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 137 Lalundry C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 3'-8 1/2" V.I.F. SDL Y White Wood Replalcement window.Verify all dimensions in field. 111 Sum Room P Custom Architectural Components Fixed Casement 2'-1" 6'-4" V.I.F. SDL Y White Wood New window at Sun Porch. 112 Sum Room J Custom Architectural Components Fixed Transom 4'-11 1'-7 1/2" V.I.F. SDL Y White Wood New window at Sun Porch. 113 Sun Room P Custom Architectural Components Fixed Casement 2'-1" 6'-4" V.I.F. SDL Y White Wood New window at Sun Porch. 114 Surn Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 115 Sun Room L Custom Architectural Components Operating French Casement 4'-2" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 116 Sun Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 117 Sun Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 118 Sun Room L Custom Architectural Components Operating French Casement 4'-2" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 119 Sun Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 120 Sum Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 121 Sun Room L Custom Architectural Components Operating French Casement 4'-2" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. WINDOW P ES 122 Sun Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New\window at Sun Porch. 123 Sum Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 124 Sun Room M Custom Architectural Components Fixed Casement 2'-1" 5'-11" V.I.F. SDL Y White Wood New wvindow at Sun Porch. - ---T 125 Sum Room J Custom Architectural Components Fixed Transom 441 1-0 1/2II V.I.F. SDL Y White Wood New\window at Sun Porch. _ _ -7 126 Sum Room M Custom Architectural Components Fixed Casement 2'-1" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 1 127 Sun Room N Custom Architectural Components Fixed Casement 1'-3" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 128 Sun Room M Custom Architectural Components Fixed Casement 2'-1" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 129 Sun Room K Custom Architectural Components Fixed Transom 2'-8" 1'-0 1/2" V.I.F. SDL Y White Wood New window at Sun Porch, __1 El Et 130 Sun Room M Custom Architectural Components Fixed Casement 2-1" 5'-11" V.I.F. SDL Y White Wood New window at Sun Porch. 131 Sun Room M Custom Architectural Components Fixed Casement 2'-1" 5' 11" V.I.F. SDL Y White Wood New\window at Sun Porch. Second Floor Rough Opening Size Jamb Divided r �r�, / PERMITSET 03.06.09 Window # Rm Name Type Manufact. Product # Description Width Height Depth light Screen Hardware Exterior Notles CF REVISION ISSUE DATE 201 Bedlroom 5 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions In field. 202 Bediroom 5 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. HIGHLAND HOUSE 203 Btdath 4 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 204 Bath 4 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. FISHERS ISLAND,NEW YORK 205 &ath 3 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 206 Btath 2 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 3'-8 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 207 Bediroom 2 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 41-101/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 208 Bediroom 2 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. -- -1 ED ARC,y� 209 Bediroom 2 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 210 Sitting Room C Marvin CUSTOM WINDH Wood Insert Double Hung 3'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. _ — �' 211 Sitting Room C Marvin CUSTOM WINDH Wood Insert Double Hun 2-0 4-101 2 V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. ' r 212 Sitting Room C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. t ' � 029 y0 213 Masteir Bedroom C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 5'-0 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. OF N�= 214 Masteir Bedroom C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 5'-0 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 215 Masteir Bedroom C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 5'-0 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 216 Masteir Bedroom C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 5'-0 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 217 Masteir Bedroom C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-8" 5'-0 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 218 Master Bath D Marvin CUSTOM WINDH Wood Insert Double Hung 1'-8" 3'-1" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 219 Bedlroom 3 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 3'-6 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. IKINLIN RUTHERFURD ARCHITECTS, PLLC .330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 220 Bedlroom 3 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 3'-6 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. 14EW YORK,NEW YORK 10018 FAX:(775)582-1736 221 Bedlroom 4 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. 222 Bedlroom 4 C Marvin CUSTOM WINDH Wood Insert Double Hung 1'-9" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. i Wood Replacement window.Verify all dimensions in field. White o Re a 223 Bedlroom 4 C Marvin CUSTOM WINDH Wood Insert Double Hung 2-0 4-10 1/2 V.I.F. SDL Y p Y 224 Bedlroom 5 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0" 4'-10 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. Third Floor Rough Opening Size Jamb Divided — --- Window # Rm Name T pe Manufact. Product # Description Width Hei ht Depth light Screen Hardware Exterior Notes 301 Bedlroom 6 Q Marvin WCM2848 Wood Casement 2'-5" 4'-0 9/16" V.I.F. SDL Y White Wood New [Egress Window.Verify all dimensions in field. '- cV N 302 Bed room 6 Q Marvin WCM2848 Wood Casement 2'-5" 4'-0 9/16" V.I.F. SDL Y White Wood New[Egress Window.Verify all dimensions in field. 303 Third Floor Stair H Marvin CUSTOM WINDH Wood Insert Double Hung 2'-10" 1'401/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. ---� w304 Bed room 7 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-0 1/2" 3'-4 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. WINDOW SCHEDULE 305 Bed room 7 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'-01/2" 3'-4 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. ¢ 306 Bediroom 8 C Marvin CUSTOM WINDH Wood Insert Double Hung 3'-0" 3'-5 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. 307 Bath 6 C Marvin CUSTOM WINDH Wood Insert Double Hung 2'41 114" 1'-7 1/2" V.I.F. SDL Y White Wood Replacement window.Verify all dimensions in field. \--/ 308 Bath 6 F Marvin CUSTOM WINDH Wood Insert Double Hung 2'41 114" 1-7 1/2" V.I.F. SDL Y White Wood Replacement window. Verify all dimensions in field. A501. 0 1 WINDOW SCHEDULE AND TYPES PROJECT: 127 NTS ° EXTERIOR DOOR SCHEDULE First Floor Rough Opening Size Door # Rm Name Type Description Width Height E103 Sun Room B New door to match existing (2) Clad Inswing French Door 4'-0 1/2" 6'-10" E104 Sun Room C New door to match existing Clad Inswing French Door 2'-8 1/2 " 6'-11" Q E105 Sun Room D New door (2) Clad Inswing French Door 6-11/4" 8'-2 1/2 " E109 Kitchen A New door to match existing Dutch door at Dining Room Wood Inswing Dutch Door 3'-1" 7'-6 1/2 " x NOTES: 0 1. DOOR TRIM TO BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. N 2. VERIFY ROUGH OPENINGS AT REPLACEMENT DOORS WITH IN-FIELD MEASUREMENTS. CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. e 3. VERIFY ROUGH OPENINGS AT NEW UNITS WITH DIMENSIONS ON CONSTRUCTION PLAN AND DETAIL SHEETS. 4. PATCH INTERIOR AND EXTERIOR WALLS AS REQUIRED TO RECEIVE NEW TRIM. 5. ALL NEW AND REPLACEMENT EXTERIOR DOORS TO BE HURRICANE RATED(MARVIN -STORMPLUS IMPACT ZONE 3). 6. ALL EXTERIOR DOORS TO BE REFINISHED AND REFURBISHED AS REQUIRED. INTERIOR DOOR SCHEDULE First Floor Rough Opening Size Door # Rm Name Type Comment Description Width Height 101 Laundry D Relocate existing door at Mudroom entry Solid Core 2'-9" 7--6 1/2" ::L,,:: Second Floor Rough Opening Size Door # Rm Name Type Comment Description Width Height 201 Master Bedroom D Relocate existing door at Master Bedroom entry Solid Core 2'-9" 7'-11/2" 202 Master Bath D Relocate existing door at Bath 4 entry Solid Core 2'-9" 7'41/2" 203 Bedroom 3 D Relocate existing door at Bedroom 2 entry Solid Core 2'-9" 7'-11/2" 204 Bedroom 3 D Relocate existing door at Master Bathroom entry Solid Care 2'-2" 7'-11/2" 205 Bedroom 3 D Relocate existing door at Bedroom 4 closet Solid Core 2'-7" 7'41/2" 206 Bedroom 4 D Relocate existing door at Bedroom 3 closet Solid Core 2'-7" 7'-1 1/2" 207 Bedroom 4 D Relocate existing door at Bedroom 5 entry Solid Core 2'-9" 7'-1 1/2" 208 Bedroom 5 D Relocate existing door at Bedroom 4 entry Solid Core 2'-9" 7'-11/2" 209 Bath 4 D Relocate existing door at Bedroom 3 closet Solid Core 2'-7" 7'-1 1/2" 210 Bedroom 2 D Relocate existing door at Bedroom 3 entry Solid Core 2'-9" 7'-11/2" 211 Sitting Room D Relocate existing door at Bedroom 4 passage (2)Solid Core French Doors 5'-5" 7'-1 1/2" Sitting Room D Relocate existing door at Bedroom 5 closet Third Floor Rough Opening Size a Door # Rm Name Type Description Width Height 301 Bedroom 7 E New door to match existing doors Solid Core 2'-7" 6'-8" 302 Bedroom 8 E Relocate existing door at Bedroom 8 entry Solid Core 2'-7" 6'-8" 303 Bath 6 E Relocate existing door at Bath 5 entry Solid Core 2'-7" 6-8" 304 Bath 5 E Relocate existing door at Storage(Bath 6) Entry Solid Core 2'-6 1/2" 6'-8" PERMIT SET 03.06.09 305 Bedroom 6 F New door to match existing doors Solid Core 21-7" 41-2" REVISION ISSUE DATE 306 Bedroom 8 E New closet door to match existing doors Solid Core 2'-7" 6'-8" HIGHLAND HOUSE FISHERS ISLAND,NEW YORK NOTES: 1. DOOR TRIM TO BE INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 2. VERIFY OPENINGS AT INTERIOR DOORS WITH IN-FIELD MEASUREMENTS. CONSULT WITH ARCHITECT IN CASE OF DISCREPANCY. 3. REFINISH AND REFURBISH AS NECESSARY INTERIOR DOORS TO BE RE-USED. 4. CONSULT CONSTRUCTION PLAN FOR NEW INTERIOR DOOR LOCATIONS FOR RE-USED INTERIOR DOORS. QED AR 5. PATCH ALL INTERIOR WALLS AND TRIM TO MATCH EXISTING AS REQUIRED. 6. ALL INTERIOR DOORS TO BE REFINISHED AND REFURBISHED AS REQUIRED. GE ID s� �07C«�4� y� { QF i IC 4 DOOR TYPES -� -1 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 :�j i 'I j i — (Z1 N H- DOOR SCHEDULE w x E \ E ° A502 0 1 DOOR SCHEDULE AND TYPES PROJECT: 127 MS U a a w v1 H U W x ¢ A Q 01/A204 x rn 0 c N - 2X10 RIDGE BEAM _4 1 T f T 2X8 ROOF RAFTERS L_ -i I I I- [- I Z ITy - - I r �_ J - -- - - - - Y T.1�1 T T - 'I I L - LL I 7 - - LZ } 11 TI I --------- `- - T 1 i _ L 1_ �_�] 1 1 I -- - - ---------- �ti I l Z [ L I I_ - - _- - l� r-r1 L1 - -- - --- - -- ]1 J �1_ - I III 1 ------ ----------- - - --- -- rI T - - - J- I I 771 1�- . __I- T _I i . - ------- - - - - - - - r i. T - T 1 I C L I _ LL , I 1 L I [ I I --- - I __1_ _ C L 1 1 S1T - ]_ 1 L 1 - o _ L__ I I f o ------ - ---_ - ��: � l��I I 1 I ] I , v - -- --- ------- r r 11 1 _I 1I I T1 1 Z 1 I N TI- i, 1. I-I 1T. _ 1rI1 _L- _ -_ L - - --- - - - ----- - - - - - - 1 - - --- - --- B B 1 r�_I r,_:__,= _I=,1_ 11. �I _ I r r`- I T - - T -- -- r I. - I T — � I 1 I 1 T1_ TI I _�. I �� _ �l r 1 T` T i J 1, T 1 I" 1 _ 1T I I I I I T L I PERMIT SET 03.06.09 ---- --- -- -- — I i_1 I ` 1 - REVISION ISSUE - - DATE - r - I I I I - T 1 _T� �. L I 1 _ - I �� r L_ L _I T HIGHLAND HOUSE FISHERS ISLAND NEW YORK - T - - L.t'C�� T L l- ]_ --- I T -ITT11 I C L L L I-=I - 7 090 - DA E R C R ii OF N_ I ' I - ----I-- -- ---------- - T -- KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 --- NEW YORK,NEW YORK 10018 FAX:(775)582-1736 I 01/A202 w C STRUCTURAL DIAGRAM W 0 1 STRUCTURAL DIAGRAM x a 0 slot PROJECT: 127 U a a a, H U w H x x Q �a x c c N 0 PLUMBING NOTES I I I t DO NOT SCALE FROM RISER DIAGRAMS. 2.. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3:• OBTAIN AND PAY FOR ALL PERMITS,CERTIFICATES, ETC. REQUIRED. 4;, VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5.. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6., PITCH HORIZONTAL DRAINAGE PIPING 3"DIAMETER AND LESS 114"PER FOOT MINIMUM; OVER 3" DIA. PITCH 118" PER FOOT MINIMUM. 7., SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8•• GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE)YEAR FROM DATE OF FINAL RELOCATED LAVATORY ; INEW LAVATORY ACCEPTANCE, ' 9, ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. RELOCATED TUB INEW SHOWER I 1i0. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES RELOCATED TOILET INEW TOILET 1 I I I I I 1 -r---_ I 1 2 1 2 1 2 1 2 i 2 I I 1 I I I I I I THIRD FLCJOR BATH 5 1 I BATH 6 THIRD FLOOR 2" 2" 2„ 2„ 2" 2" I I I I I I I , I NEW SHOWER RELOCATED LAVATORY I I I RELOCATED LAVATORY ; EXISTING LAVATORY REPLACED LAVATORY — NEW LAVATORY I 1 I RELOCATED TUB ; EXISTING TUB EXISTING TUB ; RELOCATED TUB I 1 RELOCATED TOILET REPLACED REPLACED TOILET ; REPLACED TOILET TOILET I I I NEW SHOWER -r---- _ PERMIT SET 03.06.09 -- 1 1 2 1 12 �f' REVISION ISSUE DATE ---- 1 SECOND FLOOR BATH 4 1 BATH 3 BATH 2 MASTER BATH SECOND FLOOR HIGHLAND HOUSE 2f, 2„ 2„ �2" 1 2„ 2„ 2„ 2" I II FISHERS ISLAND,NEW YORK I I I I 3" STACK VENT i 3":STACK VENT I I I 1 I 1 �ED AF? --------------------------------------------------- 1 ------- --------------------- -----, NEW I EXISTING 1 NEW MISHWASHER i EXISTING LAVATORY SHOWER i REPLACED LAVATORY 1 i i SINK , I , NEW RANGE AT :` �`" NEW WASHING MACHINE 1 RELOCATED I 1 j 41 REPLACED TOILET 1 ' ' ' REPLACED TOILET NEW DRYER AT EXISTING LOCATION 1 1 i SINK 1 1 NEW LOCATION rn. -- i _L I 1 1 i 1 w 2rr 1 1 n IZ,f 2„ i q" 1 n� i 1»r i � n i � n a� I I I I I 3„ 2F 4 PORCH0 LIVING FIRST FLOIOR OUTDOOR SHOWER ' POWDER ROOM LAUNDRY PANTRY (KITCHEN POWDER ROOM LAUNDRY ROOM KITCHEN FIRST FLOOR 2 2" 2 2" 2 2" KINLIN RUTHERFURD ARCHITECTS, PLLC " 2" " " 2" EXISTING GAS LINE 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 CLEANOUT 02 PLUMBING RISER DIAGRAM 01 GAS RISER DIAGRAM M N.T.S. N.T.S. r N ^' N c w N F- w RISER DIAGRAMS x a p 1.0 .1 0 PROJECT: 127 SHEET LOG a v: F- U x ISSUED SHEET DESCRIPTION U X A001 TITLE SHEET X A021 SITE PLAN X A101 FIRST FLOOR CONSTRUCTION PLAN X A201 EXTERIOR ELEVATION X A202 EXTERIOR ELEVATION X A204 EXTERIOR ELEVATION N 0 X A401 WALL SECTIONS X A402 WALL SECTIONS X S100 STRUCTURAL PLANS X S101 STRUCTURAL PLANS X S102 STRUCTURAL PLANS X S103 STRUCTURAL PLANS PERMIT SET AMENDMENT 11.03.09 f PERMIT SET 03.19.09 IREVISION ISSUE DATE IHIGHLAND HOUSE IFISHERS ISLAND,NEW YORK t� e .'"+, (�. .^!h' 'fir✓�, 'KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)5824736 53 'e"—' LAF D '--' 0 U ""1`4 NOV 16�I " I u :LIM 2009 FISHERS ISLAND BLOB.DEPT- �r TOWN OF SOUTNOLD N NEW YORK cJ N TAX MAP : 1000 - -- w SECTION : 9 TITLE PAGE x BLOCK : 11 , LOT 7 . 12 A001 PROJECT: 127 i F'OLE 10 % r ; f� \4 MONUMENT (FOUND) I MONUMENT (NOT(RECOVERED)',, . POLE R247 I J MOMUM6N I 'E,L 1, FOUND] \ \ FA'JEC' DRIVE'^JA'r ° \ o i r � , oN T ('� I �-_.`,,Ili' --EF,. Ir I W�I V I 1 I I CO II 00, Qj POLE I ICJ , / f Y�FLE E�'IcTll lr fva ONUM6N'l GAFAGE%C OTTAf E \ / FAVEL Fael lfl� 1\ \ I PROVIDE ' \ �1000 GALLON \ PF'O IIaTE ASEPTIC TANK ✓EPHANCca`r�_( \ / bl. S ��/ I �E - .,�I4, PROVIDE 2 , VAT EP ',E = l LEACHINW POOLS-ry_y!�' ��cEs 1 (SE DETAIL? ° 1v10NUrTj / THEN `L FOUND MO UMENT O.' / r—' \� is I'IEW -FIDE CC'PAPLIAI'dT WATER fv1AIN LINE. (SHO',IRJ SCHEIVATIC�'LL'r) / EFPOLE (N T REGOVE D), i-- -- ,r -) —_ "; fF \�� i 4z i F E r H1D -EXISTING 4'f HI H 'TP,0LE ,'f' RETA.II IIIdG WALL SHED -_ • }{(`.I ' / 78\ ,J \', i 0 ' ♦ r'%1 ;,. -. ` = , \\ ' \\ R E L OF W O E I,:. EPTIC k 5 E P E \FO I TC� MED APLE U(` DEP. THIS PERMIT 0. ;RPBUILT P GAR D E fJ }p. � `��,• �r"�,; f �`�--1 3 r ^� 1 � \'\ TEELLIS Pn•I C01ICP,ETE EOUfJDAT1011 �.' °' \ EXISTING � BEP1AII JS A 1 4— I" �— E_.li I PORCH \ PERMIT SET AMENDMENT 11.03.09 .OPdCFET TO Via^ , PlvoO ED ?YE ^aa,' ti4'a T \ PERMIT SET 03.19.09 MONUMENT COVER D PROVIDE' I FIIIE��° ';' (NOT RECOVERED) PORCH L\ ' 2000 GALL N ` EI{=77 8 SEPTIC, TALK REVISION ISSUE DATE BENCHMARK—IRON ROD ��,' , EJ. c�LEANo�JT I \ \. \\\\' :a \ HIGHLAND HOUSE ELEVATION =76.49 ��. \ , LOT `7.\12- . \\ \ \^\ \ FISHERS ISLAND,NEW YORK .56± ACRES�� — --- Vo E:, TI'll_ ± HICH \ N F TONE W�LL ALCNG PFOPEPT'i LINE ,PROVIDE 3�,I \^ 0AR LLJCIND.4 J. HERRICI, `LEACH INGIPOOLS J \ <<LF;F- ~C'%��*ti PROVIDE 4.. ♦: (SEE Qt{-Ai,E� ,( CROSSOVER ` ....�' I; t ( �r f, - . `l \ C +'; `' ;,r'' M 'N � PIPES I-EDAc- x ao CEDAF:E \ I 6'� .t^' 0.) G 6.3`,: r ._ lv S�t \ WHITE` -)V TRIFLE„ DIP,-H CHEF'F' 20' UTILITY EAEEl,1EfIT E)Ou 'LEL ° . ZLIBER, '�101, FG. =59 ( \' / 3D" \ So_ / ' \�J \ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 F+FIT L l TA II; 1 q \ C HE FR F _, cp C H E F R 1 +rlI_\ T'h�l 1 \ CP. \ E�FF'i`' MONUMENT (NOT RECOVERED) \��'� 44 00.1 SITE PLAN AP.EA nE - \ \ MONUMENT \ LI_ CINC�A J. \ BC ULDEB a HERRIC/` E'C,I_ILDEFS -- \ \ 01 SITE PLAN g5 r 1'=600' Ci 1 ,j 1� \ N /F \ A021 BENCHMARK—IRON ROD / ` THC�,�'1A5 lti'. ELEVATION =42.39 E'L -'SELL JR. TRUs�'' PROJECT: 127 '� AGREEMENT L) a CONSTRUCTION LEGEND H U w NEW WALLS NOTES: EXISTING WALLS TO REMAIN Q 1. ALL EXTERIOR WALLS TO RECEIVE NEW WOOD SHINGLES. ® EXHAUST VENT 2. ALL EXISTING WALLS AND CEILINGS TO BE PATCHED, SKIMMED AND SMOKE DETECTOR/ CARBON REPLACED 1" IPE TREADS CM MONOXIDE DETECTOR CLEANED, AS REQUIRED. AND AZEK RISERS \\ 3. ALL SURFACES TO BE REPAIRED AND REFINISHED, AS REQUIRED. A 01/A202 - i o NEW HOSE BIB -1 NEW COPPER DOWNSPOUT \ SPRINKLER PATH FROM DOOR E103 TO BATH 6 ON SECOND FLOOR. RECESSED SPRINKLERS TO COMPLY WITH NEW HOSE BIB - REFURBISH AND REFINISH NEW HOSE BIB NEW YORK RESIDENTIAL CODE AJ604. �\ I EXISTING WINDOWS / I NEW REPLACED TOILET NEW DISHWASHER NEW REPLACED NEW MICROWAVE F LAVATORY NEW RELOCATED SINK 14��' NEW COLUMN, NEW COUNTER \ - - TO MATCH EXISTING AND CABINETS \` ll�\ REFURBISHED EXISTING LAVATORY ON EAST PORCH NEW REPLACED RANGE \ NEW REPLACED TOILET \ NEW COPPER DOWNSPOUT KITCHEN PORCH FLAT ROOF -�\ _~_= • REFURBISH AND REFINISH AT STONE COLUMN TO BE RE-(FRAMED \ `, \ PORCH POWDER ''� N \ / A5 SHOWN. �Ioa \ ROOM EXISTING WINDOW 1 O ) (l TV ROOM ,� I \ NOTE: NEW OUTDOOR SHOWER LOCATION - - - - TO BE DETERtwIINED. -- \ (E 1 U4) SLOPED CONCRETE SLAB WITH DRAIN, LEADING TO -IN "'o _ � , _ I E i - - - - PO I - I - - DRYWELL. LOCATION OF I � � POWD R DW DRYWELL TO BE DETERMINED. Roo_ N W REFRIGERATOR - - - - - - - - ��7) rIN HOSE BIB' -�`-�Lo - - STAIR1ST (FLOOR\\ I ;/STAIR TO BE RE-(FRAMED � i I I I I �, � � — HALL I I � HALLI2'- � III III STAIR AT SOUTH PORCH. NEW 1 IPE TREADS i �. _ AND AZEK RISERS I,' \' I �- - - - - - 0� KITCHEN — NEW STONEWORK AND TREAD DE] PORCH EXISTING BEAM TO REMAIN - - - 0„TO MATCH NEW STAIR AT SUNRO` 10 AND TO BE BOXED OUT AS SHOWN i o __ �, � N — - - - KITCHEN N �,, \ \ _ 1 LIVING SOUTH o _ J B -- - --{ - - - - - - - - -n - - - - - -PORCH - - - I� - PERMIT SET AMENDMENT 11.03.09 NEW BALUSTRADE, TO LAUNDRY PERMIT SET 03.19.09 MATCH EXISTING i i. ' PANTRY \ I INSTALL NEW - - REVIISION ISSUE DATE - I II WINDOW - _.r7� - -I00- Lc) L` F 1091 10\ 7�1 D -W- I > i I I � - --i ( I I \_ — J = DI ING HIGHLAND HOUSE -� NEW 1" IPE TREAC FISHIERSISLAND,NEWYORK / lk'' 2'-11�" ,I II 1 1 AND AZEK RISEF NEW EXTER OR PROPANE GRILL i 4 (,E 10 WITH DIRECT GAS E1 5) , I REFURBISH AND REFINISH - NEW WASHER AND DRYER % / � EXISTING WINDOW RELOCATED DOOR �.A..r INSTALL NEW I I -A NEW HOSE BIB  - / \ %. BALUSTRADE, o o -� o t MATCH EXISTING -�- INSTALL NEW CABINETRY , \ '1 �' \ NEW COPPER DOWNSPOUT " L� J �- AS SHOWN AT STONE COLUMN a �. INSTALL NEW DUTCH DOOR / OF TO MATCH EXISTING DOOR DINING PORCH - -\ IN DINING ROOM SUN ROOM \ v E 1 cI 7),` , I 9' I" NEW HOSE BIB (E\�) KINLIN RUTHERFURD ARCHITECTS, PLLC _ / \ 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 a) -- NEW'YORK,NEW YORK 10018 FAX:(775)582-1736 'I � - _ - - \ ( i ►'\ g% "I 9) REFURBISH AND REFINISH i RECONSTRUCTED SOFFIT AND TRIM EXISTNG WNDOW o DETAILING TO MATCH EXISTING NEW WINDOW & FRENCH DOOR NEW COPPER DOWNSPOUTS r SYSTEM WITH INTEGRATED COLUMNS N AT SUN ROOM w NEW STAIR AT SUN ROOM. NEW STONEWORK - - - - - - - AND TREAD DETAILING TO MATCH NEW PROPOSED x 01/A204 - -- STAIR AT SOUTH PORCH. FIRST FLOOR PLAN @) N F I -- —NEW 1" IPE TREADS AND AZEK RISERS 01 PROPOSED 1ST FLOOR PLAN ''4� / \101 PROJECT: 127 U a a v� H U w Q 0 0 N 1. NEW SHINGLES WILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIOR WALLS AND ROOFS. 2. NEW COPPER HALF—ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3. ALL EXTERIOR WOODWORK TO BE REFINISHED AND REPAINTED. B 4. CHIMNEY FLASHING REPAIRED/REPLACED AS NECESSARY. , NEW ORIEL BAY WITH EGRESS WINDOWS. BRACKET AND TRIM DETAILING TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW T.0 RIDGE - - -- ON -EAST FACADE. - ELEV. 3011 Y �'; ;( ,( DIAMOND MUNTIN PATTERN ON NEW �/ EGRESS CASEMENT WINDOWS TO MATCH DOUBLE CASEMENT WINDOW #232 - �'=l( ON WEST FACADE. I ( � ! T.0 FINISH FL 19O OR. 4rT PERMIT SET AMENDMENT 11.03.09 -- PERMIT SET 03.19.09 I ❑❑❑ ❑❑ ❑❑❑ ❑❑❑ REVISIION ISSUE DATE TO MATCH EXISTING AT FIRST FLOOR - -��� - LIL"� HIGHLAND HOUSE -- FISHEfRS ISLAND,NEW YORK T.0 FINISH F00 - � L R _ _ -- ! - Ll ELEV. 10 7 ca t CD Q uuL a uu, Luu 11L TL ,e a � ) II E 1 I ,c. 1 r.i ❑ 1> �7 1 � ..1. 1 Tyj-t-: 'E I ! ( `7T T# NEW STAIR AT SUN ROOM.1 NEW STONEWORK AND TREAD DETAILING TO MATCH NEW STAIR AT SOUTH PORCH. � T.0 FINISH FLO Z r I' i )�� ) �!->.�, � ,❑� �%�� Jam'- .,���- � - J — <� ( ( (\ ( KINILIN RUTHE RFURD ARCHITECTS PLLC J� „�; ❑ Jar L , Ir 1 ; 330 WIEST 38TH STREET,SUITE 1006 TEL:(212)69r2988 NEW Y�ORK,NEW YORK 10018 FAX:(775)582-1736 NEW 2" BLACK METAL HANDRAIL REPAIR AND ALTER STRUCTURAL FRAMING AT ALL EXTERIOR STAIRS TYP. AND FINISH WOODWORK AT KITCHEN PORCH. NEW LATTICE PANELS TO MATCH EXISTING. NEW LATTICE DOORS M � B N N N W N NORTH ELEVATION 01 NORTH ELEVATION w w 1/4.4-0° Q A20 .1 O PROJECT: 127 U a a a H w Q c c N 1. NEW SHINGLES WILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIOR WALLS AND ROOFS. 2. NEW COPPER HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. 3. ALL EXTERIOR WO)ODWORK TO BE REFINISHED AND REPAINTED. 4. CHIMNEY FLASHINIG REPAIRED/REPLACED AS NECESSARY. A NEW ORIEL BAY WITH EGRESS WINDOWS. JC BRACKET AND TRIM DETAILING TO MATCH EXISTING �( < ORIEL WINDOW ON EAST FACADE. RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW T.0 RIDGE - - ). l, _ -I� -- - - -- - - ON EAST FACADE_ _. ELEV. 30 11" ( i DIAMOND MUNTIN PATTERN ON NEW EGRESS CASEMENT WINDOWS sr. / TO MATCH DOUBLE CASEMENT WINDOW #232 ffl_ � _ ��-, r yr )I —�-- J r\ TITY r T f T.0 FINISH FLOOR -. " ELEV. 19 10 �I, PERMIT SET AMENDMENT 11.03.09 q IOELL REVISION ISSUE DATE NEW SECOND FLOOR BALLUSTRADE TYP. Iff 1 NEW SECOND FLOOR BALLUSTRADE TYP. TO MATCH EXISTING AT FIRST FLOOR \ ; ; " TO MATCH EXISTING AT FIRST FLOOR �0�� ICJ 1I HIGHLAND HOUSE FE _ �10 / FISHEIRS ISLAND,NEW YORK I >. .3' 'S T+- 1 T.0 FINISH _FLOOR � lJ uLl UU � ELEV., 10 7 J u u 'uU UuuU� u u uuuU UUU u J i . rl I l �� - I , � 1 I J - _ 141' (Ll 4 1 7C5 � L LE c IF] " 4 T I 7 _ 1 �NUNNi- I p xx -- _ I TO FINISH _FLOOR ✓ - - - - - - y - - - - -rJ i - � JL— i 'f. ..r.• <• \• �� — -`-f \I ✓'" J � \ -.^�./ ``✓ ice\,�-.� - i1\ %_ V � �-�\`--;--:a,/ I �. �, KIMLIN RUTHERFURD ARCHITECTS PLLC - ) _ram EST ST 30 1NJ 3 H STREET SUITE 006 3 1 TEL: 212 695-2988 / UC XORK NEWYORK - 1 l IJ l , NEW 1Q01S FAX: 775 582 736 ( :: 1 1 IL < � C NEW 2 BLACK METAL HANDRAIL AT ALL EXTERIOR STAIRS TYP. REPAIR AND ALTER STRUCTURAL FRAMING AND FINISH WOODWORK AT KITCHEN PORCH. NEW LATTICE PANELS TO MATCH EXISTING. M O w EAST E L EVAT I O N 01 EAST ELEVATION Q A202 PROJECT: 127 ( 1- w Q I-� C C N 1. NEW SHINGLES W/ILL BE RED CEDAR PERFECTION #1 ON ALL EXTERIO)R WALLS AND ROOFS. 2. NEW COPPER HALF-ROUND GUTTERS, WHERE SHOWN, WITH NEW COPPER DOWNSPOUTS. C NEW DORMER TO MATCH EXISTING, 3, ALL EXTERIOR W(OODWORK TO BE REFINISHED AND REPAINTED. / TRIM DETAILING AND FINISH 4. CHIMNEY FLASHING REPAIRED/REPLACED AS NECESSARY. ;i TO MATCH EXISTING T.0 RIDGE ELEV. 30 1 1"NEW ORIEL [BAY WITH EGRESS WINDOWS. - BRACKET AND TRIM DETAILING TO MATCH EXISTING ORIEL WINDOW ON EAST FACADE. - RIDGE PROFILE TO MATCH EXISTING ORIEL WINDOW 5— - EMT ON EAST FACADE.DIAMOND MUNTIN PATTERN ON NEWEGRESS CASEMENT WINDOWSTO MATCH DOUBILE CASEMENT WINDOW #232 ;." ( _ON WEST FACADE. , `�T O FINISH FLOO ELEV. 19 10) = - - -- ---- -- - - - - - -IT - PERMIT SET AMENDMENT 11.03.09 Y �l <. PERMIT SET 03.19.09 NEW SECOND FLOORS BALLUSTRADE TYP. ( ❑❑;❑ -❑ NEW SECOND FLOOR BALLUSTRADE TYP. REVISION ISSUE DATE TO MATCH EXISTING AT FIRST FLOOR _- 11E _111L TO MATCH EXISTING AT FIRST FLOOR - � I y ,t, i I �I ❑ i_ I H LA H G ND HOUSE `- � - �► FIaHERS ISLAN EW YORK ii u n u T vg-A 7>t 7 - _ - - - r�rr�� r r u u .a a.a t-,N d'�u T.0 FINISH FLOOIR � � � I I ,: '" � � i � U � I ELEV. 10 „ - 11 I J J _. Q Q _ -- - _ - 1,- _ J i I >( _LL r_r �r'r'T ❑, �, a -hi a - J u u � uu ._-- _ uu 1 1 u uu u� uu a ���u a uuu a CORNICE AND DENTILS TO BE - -LJU itfiS CED REPAIRED AS NEEDED �� - .C�1C� - -_ - - -- ) - ❑11 ---� �- � -- ) �r°;.,,:�._... _. ❑,�.,r, ��; ,1�t, I �� I (`� ❑ ," � '�- NEW BEAM, HEADERS, AND CASINGS G;'� ��� < -(, ❑ --�� Ili -- - �� � _�� I / II -� I / I / � 1 I � rrf� �' ' 1.' �„t„ REPAIR AND ALTER STRUCTURAL FRAMING ) Y AND FINISH WOODWORK AT KITCHEN PORCH. > ,% Ll W DW RK N CH. NEW LATTICE PANELS TO MATCH EXISTING. NEW CUSTOM-BUILT CASEMENT BAY ❑ I - 4, 1. WINDOWS W N SAT SUN ROOM. c�a NEW RAILS TO MATCH EXISTING. O SEA - �� ;-.• i I - - _ _ - - �- I- NEW WOOD COLUMNS TO MATCH EXISTIf� r �� -�- -- i _ )I - -.���( r-�( -\^��iI1_S �I -�Jr-�.�1'J�"i � ._J�._/'�l i,-J�-.� :i JCS _�1 � J\�� \' �• \�� 1 /� /�i'...J�%�%lei c�\✓�I ��' j�. Imo. I��(' >(�'I _�(= " ' i �� /.; 1' } J ;( :( l C❑ ��❑/' ❑� �- MODIFY EXISTING STONE BASE TO ACCOMODATE E COLUMN NEW MN LOCATIONS �T.O FINISH FLOOIRFINISH FLOOIR \ - ��)�, _j� _ --i _ ��{ >;--' ' ��—, �: ❑__-- � I , ELEV. 0 0 - _ - _ - - _ _ - - - --- - - t � I(L)I'�)� �❑)j' )i r � �- ❑ f y �/�-'� ` j�l .%� f�❑�~� �Jt'❑❑�,❑ ��' � (I' .� ��� ,-C�' ./`1'-;\! :�. '!. ,'i: :�_( J ii r__ ) _l�� �1�1�i I n — - \ i 1 _ ("`--`J�• �1�_- i J�`�./ ����. A131 f'� )^ ❑ — vj, !; �C f ❑) `,� ❑C ❑ i h I I i �I( ❑i I ill C )� _ �l I '-� ❑ )- ;. f �, �• �� ,�.�� ;' ,f r 1� � C _ �' _ "i' , - ,� a--,�;' ,l_� '-��=�,1 ��- ��./❑❑ r KINLIN RUTHERF RD R 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 ( ( /1 a FAX' 775 582-1736 )� J" _ �❑ I C Y) NEW YORK,NEW YORK 10018 NEW INSWING DUTCH DOOR TO - --- -- - - -- - - MATCH EXISTING DUTCH DOOR AT DINING ROOM NEW CUSTOM INSWING FRENCH DOORS WITH SCREENS NEW WOOD COLUMNS TO MATCH EXISTING, WITH NEW STONE BASES TO MATCH EXISTING NEW STAIRS AT SUN ROOM AREA OF NEW STONEWORK FOR NEW FRENCH DOORS AND STAIRS M N N N w WEST ELEVATION Y lit w 01 WEST ELEVATION 1/4"4-0" A204 PROJECT: 127 U a a a h w RE—FRAMETO MATCH EXISTING \ A402 03 -r I COPPER TILE ROOF MOULDINGS AND TRIM 2" X 10" TO MATCH EXISTING DETAILS / _ PRESSURE TREATED RAFTER \ \ FASCIA BOARD TO MATCH AND ALIGN ' WITH EXISTING / EXISTING FRAMING / (3) 2" X 12" BEAM ' CEDAR SIDING �_ BUILDING PAPER ON %" SHEATHING • I`7 2 X 12 PRESSURE TREATED FLOOR JOIST °' 2 X 10 PRESSURE EATED SOLE RPLATE LAUNDRY KITCHEN ROOM TRIM BOARD AND BOARD CAP TO MATCH AND ALIGN WITH EXISTING 2 X TBD RIM JOIST s � MAINTAIN 1" GAP BELOW SIDING f- 6" STONE VENEER CONCRETE ANCHOR BOLTLj 8 CMU PERMIT SET AMENDMENT 11.03.09 �� ( Nil RtEVISION ISSUE DATE Lj .� HIGHLAND HOUSE O ° Y \ i \ FISHERS ISLAND,NEW YORK 2" X12" c II PRESSURE — - - o TREATED o O \ \ ;' JOIST -IN ' ' ° « �- EXISTING FRAMING .� EXISTING STONE �,�1 ARC FOUNDATION �''�`' Fy`* WALL ti` �;;,~' f?J cry f EXISTING OF\ BASEMENT ° Lc I KINLIN RUTHERFURD ARCHITECTS, PLLC ° 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ° 6 N N 10" CONCRETE FOUNDATION WALL C --� BUILDING SECTION CONCRETE FOOTING Lon u O 1 BUILDING SECTION AT KITCHEN PORCH/LAUNDRY 0 A401 3/4' s I'-0' PROJECT: 127 U a a a r� H w Q RE-FRAME CURVATURE x TO MATCH EXISTING NOTES: A402 1. 6"' X 6" POST IS NOT TO BE CENTERED ON BEAM ABOVE (SEE FRAMING PLANS). --( 02 2. ROOUND COLUMN IS TO BE CENTERED ON BEAM ABOVE. 3. TOP FASCIA BOARD IS TO ALIGN WITH EXISTING FASCIA BOARD. All 4. SIIDING TRIM BOARD IS TO ALIGN WITH EXISTING SIDING TRIM BOARD. - 2" X 10" RAFTER—," ol j �1i r o, COPPER TILE ROOF--. / COPPER TILE ROOF r % I,� ASPHALT ROOFING PAPER--_ ♦ �/ ; -+ PRESSURE TREATED RAFTER ON ;SHEATHING 1, TO MATCOULDIISTING DDETARIM / 2 X 10 LS 3/4" PLYWOOD 'SHEATHING FASCIA BOARD / i / TO MATCH AND ALIGN WITH EXISTING / i EXISTING FRAMING 1 I (3) 2 X 12 BEAM MOULDINGS DETAILS TO MATCH SAND ALIGN —1 COLUMN TO MATCH WITH EXISTING DETAILS I �' I , I, I ' EQ. EQ. EXISTING COLUMN �I�r I ON SERVICE EAST PORCH �? FAS(CIA BOARD —I a) TO MATCH AND ALIGN 1 WITH EXISTING FASCIA BOARD I I 6" X 6" PRESSURE TREATED KITCHEN KITCHEN POST INSIDE F4= PORCH (3) 2" X 12" BEAM / ROUND COLUMN � w mid id -- '- ROUND TAPERED COLUMN - � / NEW RAILING h ,= TO MATCH EXISTING AT I EAST SERWICE PORCH 6" X 6" POST 2" X 12" PRESSURE TREATED JOIST AIR GAP it WATERPROOFING BANE 1 X 4 IPE DECKING BOARDS O�? SECTION DETAIL AT KITCHEN PORCH BEAM/COLUMN (2) 2" X 12" RIM JOIST \ PERMIT SET AMENDMENT 11.03.09 J 1 1/2" = 1'-0" - - - - - - - PERMITSET 03.19.09 AZEK RISER LV A/� I vl ION R E S - ISSUE DATE n " 0 o PRESSURE TREATED \ \ HIGHLAND HOUSE o STRINGER - — _I J L.� j \� FIISHERS ISLAND,NEW YORK V) U �. Z LL_ W _ \ — L� / \ 2" X 10 ' RAFTER— COPPER TILE ROOF—, 11 ASPHALT ROOFIING PAPER �� ♦� `t EXISTING ONE EXISTING FRAMING >. ON SHEATHING (' j FOUNDATION PLYWOOD '.SHEATHING I\ WALL > � O I\ I EXISTING BASEMENT Ln MOULDING'S DETAILS TO MATCH LAND ALIGN KINLIN RUTHERFURD ARCHITECTS, PLLC WITH EXISTING DETAILS EQ. i EQ. I m'I — 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 a _ _ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FASCIA BOARD TO MATCH )AND ALIGN WITH EXISTING FASCIA BOARD (3) 2" X 12" BEAM ROUND TAPERED COLUMN — TO MATCH EXISTING AT - M EAST SERVICE PORCH -- — - N 6" ;X 6" POST / w INSIDE ROUND COLUMN BUILDING SECTION w 02 SECTION DETAIL AT KITCHEN PORCH BEAM 3/4' = 1'-0" 0 01 BUILDING SECTION AT KITCHEN PORCH/LAUNDRY A402 3/4' - 1'-0" PROJECT: 127 C) OO Ln — — — — — — — — — — — — — — — — - - -- - - - - - - —5 O CONCRETE FOTING 0 Ln Ln CONCRETE FOUNDATION WALL ABOVE 2'—0 — — — — — — — — — — — — — — — — L A 4 51" 4'—25 2 8 —100 _(.0 0 5-55" CONCRETE FOOTING PERMIT SET AMENDMENT 11.03.09 PERMIT SET 03.19.09 EXISTING STONE FOUNDATION WALL RIEVISION ISSUE DATE CONCRETE FOUNDATION MLL ABOVE F_ _T- - - - - - - - - - - - -- - - - - - 0 HIGHLAND HOUSE C-4 FISHERS ISLAND,NEW YORK STONE VENEER F_ ABOVE —Ad 0 1 _FT STONE WALL ABOVE o 100 11�lco CONCRETE FOOTING OF IN 7'—0 I i � KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 L- - - - - - - - - - - - - - NEW YORK,NEW YORK 10018 FAX:(773)582-1736 00 L - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - '01 12'-55" 8 FOOTING PLAN 0 1 FOOTING PLAN AT KITCHEN PORCH/LAUNDRY __ _ S.100 3/4'=l'-O' PROJECT: 127 U w a o-. E~ w Q CONCRETE PIER 6„ X 6" 1„ PRESSURE TREATED V-52 POST 111„ � 2 MINI Lf_ � � - - - I - - T - - — 15'_28„ > CONCRETE FOOTING \ �I BELOW O 6" X 6„ ; I Ln Ln PRESSURE TREATED POST �I CONCRETE PIER 2'-0" / 1'-52" 1 i -- I - Ln i 1 � A4()5-28 I FOUNDATION WALL 5'-58" I I 6„ 1-0" 9'-65„ a NgI-t v)I_* ° C 5'-58" CONCRETE PERMIT SET AMENDMENT 11.03.09 C FOOTING 6„ 4'-38" I BELOW PERMIT SET 03.19.09 ° REVISION ISSUE DATE I HIGHLAND HOUSE c I FISHERS ISLAND,NEW YORK I J Q0 d — — - - / STEEL PINS TO CONNECT A40I J a NEW FOUNDATION TO - OLD FOUNDATION 6" STONE VENEER h � � �! 10" CONCRETE FOUNDATION WALL LL �o CONCRETE FOOTING TO BE BUILT BY Z & S ,� 2' 6 CONTRACTING Lnloo; ��T F 0� fit �� ° i in FURNACE PIN-TAKE STONE WALL TO BE BUILT BY LANDSCAPE �- j STONE CONTRACTOR _ _ _ -� - - -�- - KINLIN RUTHERFURD ARCHITECTS, PLLC 1 i C — — — — 1 — — FURNACE 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 CO EXHAUST NEW YORK,NEW YORK 10018 FAX:(775)582-1736 PIPE 00 -�J i i 1 I _ IN. 00 ! i — _ _ — — — w - - -- - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING STONE N _ 7,_2„ FOUNDATION WALL N ALIGN 11'-11 FOUNDATION PLAN w GAS DRYER VENT con x a Q 4 L7 o 0 1 FOUNDATION PLAN AT KITCHEN PORCH/LAUNDRY s to 1. 3/4"=1'—D' PROJECT: 127 U a v� F- U w LEDGER BOLTED TO EXISTING FO TREATED DA N \ PRESSURES TREAT2" XED RIM JOIST �- 5'-2g» 6" X 6» — PRESSURE TREATED POST \ c \ � (2 2" X 8" \ ,-- --------� - --- -- PRESSURE TREATED ,I RIM JOIST \. yI I: I 2" X 8" PRESSURE TREATED T i- - - -T - - � - - - �- (1) 2" X12" � 1 PRESSURE TREATED ` RIM JOIST \ , IPRESSURF TR AT�D JOIST 6 X 6 PRESSURE TREATED POST BELOW \ — ., I (2) 2" X 12" PRESSURE TREATED II RIM JOIST L--- -- '� ------ �,- - - - I \ L- II — - - -- - I A41 y RAILING POST ABOVE I I I I (2) 2" X 81' PRESSURE" TREATED RIM JOIST » 2 X 12 PRESSURE TREATED JOIST I X c"I ` I I I I PERMIT SET AMENDMENT 11.03.09 PERMITSET 03.19.09 — REVISION ISSUE DATE — 2" X 14" PRESSURE TREATED STRINGER _ HIGHLAND HOUSE I , I I I I FISHERS ISLAND,NEW YORK I I _- -� -------------------------- I I I A4(1 01 D A Sri as.d fy 2" X 12" PRESSURE TREATED JOIST OF NE- (2) 2" XTBD PRESSURE TREATED RIM JOIST I I I I I � I I ------------------- ----- __________________ KINLIN RUTHERFURD ARCHITECTS PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695.2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 L I I I I I 1. I I I I I I I �• ——————— ——————————— —— —- M N N (V N N w I FRAMING PLAN un x a 01 FRAMING PLAN AT KITCHEN PORCH/LAUNDRY 3/4 I '=1'—O' j S IO2 PROJECT: 127 a. RE-FRAME ROOF CURVATURE TO MATCH EXISTING (3) 2" X 12" BEAM F C'4 IF- - - - - - - - - - - - - - - - - 6 X 6 PRESS POSTBE TREALOWTED PO j J, (3) 2" X 12" BEAM PRESSO (1RE) 2TRE t' X ATED TBD RIM JOIST PERMIT SET AMENDMENT 11.03.09 EXISTING PERMITSET 03.19.09 FRAMING REWISION ISSUE DATE 2" X 10" PRESSURE TREATED RAFTER HIGHLAND HOUSE -1 FISHERS ISLAND,NEW YORK A4' Z 411 X 6" POST BELOW � Qn49�J1n U�� OF N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(M)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 (3) 2" X 12" BEAM ROOF FRAMING PLAN 0 0 1 ROOF FRAMING PLAN AT KITCHEN PORCH/LAUNDRY 3/4'--l'—O' S 103 PROJECT: 127