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HomeMy WebLinkAbout48982-Z i �O�SOE 1 oa Town of Southold 5/12/2013 0 -< P.O.Box 1179 53095 Main Rd 74% * r' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44080 Date: 5/10/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Montauk Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 10.-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2012 pursuant to which Building Permit No. 48982 dated 3/4/2023 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: conversion of existing 3 family dwellingto o single family dwelling with wrap around covered porch fire sprinkler system and accessory basement apartment as applied for. The certificate is issued to Beach Plum LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0002 1/22/2013 ELECTRICAL CERTIFICATE NO. 41633 &48982 3/28/19& 5/9/23 PLUMBERS CERTIFICATION DATED Authors ed Signature aSF of 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48982 Date: 314/2023. Permission is hereby granted to: Beach Plum LLC PO BOX 335 Fishers Island, NY 06390 To: Alter an existing single family dwelling with accessory apartment as applied for. 3 floors. Amended to include a fire sprinkler system. Replaces BP# 44053. At premises located at: Montauk Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 10.4-4 Pursuant to application dated 8/8/2019 and approved by the Building Inspector. To expire on 9/4/2024. Fees: PERMIT RENEWAL $586.40 Total: $586.40 )�Z= Building Inspector rn�slaFFal c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o gar SOUTHOLD, NY v7 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44053 Date: 8/8/2019 Permission is hereby granted to: Beach Plum LLC PO BOX 335 Fishers Island, NY 06390 To: Alter an existing single family dwelling with accessory apartment as applied for. 3 floors. Amended to include a fire sprinkler system. Replaces BP#41633. At premises located at: Montauk Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 10.-7-4 Pursuant to application dated 8/8/2019 and approved by the Building Inspector. To expire on 2/6/2021. Fees: PERMIT RENEWAL $586.40 Total: $586.40 Buildin for gaFFa�,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT .... onTOWN CLERK'S OFFICE oy • ors SOUTHOLD, NY BUILDING-PERMIT (THIS PERMIT MUST,BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND'SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit.#: 41633 Date: 5/15/2017 Permission is hereby granted.to: Beach Plum LLG PO BOX 335 Fishers Island, NY 06390 To: Alter an existing single.family-dwelling with accessory.apartment as applied for. 3 floors. Amended to include a fire sprinkler system. Replaces BP# 37463. At premises located at: Montauk Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 10.4-4 Pursuant to application dated 5/15/2017 and approved by the Building Inspector. To expire on 11/14/2018. Fees: PERMIT RENEWAL $586.40 Total: $586.40 Building lnspec guFFot.r TOWN OF SOUTHOLD o �p� BUILDING DEPARTMENT co TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON'THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37463 Date: 8/22/2012 Permission. is hereby"granted to: Doherty, Carolyn PO BOX 102 Fishers Island, NY 06390 To: alter an existing single family dwelling with accessory apartment as applied for At premises located at: Montauk Ave, Fishers Island SCTM #473889 Sec/Block/Lot# 10.4-4 Pursuant to application dated 6/28/2012 and approved .by the Building Inspector. To expire on 2/21/2014. Fees: SINGLE FAMILY DWELLING- ADDITION OR ALTERATION $1,172.80 CO -ALTERATION TO DWELLING $50.00 Total: . $1,222.80 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 �p�y� 0 a� roper.richert(Q-town.southold.ny.us COW N, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beach Plum LLC Address: 1070 Montauk Ave City: Fishers Island St: New York Zip: 6390 Building Permit#: 41633 Section: 10 Block: 7 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: TPI Electric License No: 33396-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 3-rd Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 45 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO Detectors ki- Sub Panel A/C Blower Range Recpt 1-20 Fluorescent Fixture Pumps Transformer Appliances 1-dw Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect Switches 50 Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment: 1-30a cook top, 1-electric oven, 1-paddle fan, 2-bath fans, 200a service,2-meters, 3-combination smoke/co detectors,5-ARC fault circuit breakers Notes: Inspector Signature: L& Date: March 28 2019 81-Cert Electrical Compliance Form.xls ® 4-J I OF S0(/l�o! � o cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIL"] FOUNDATION 1 ST [ LBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN REMARKS: DATE f� -INSPECTOR OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE b / INSPECTOR lY o��pF SOUIyo * TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION . [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OR 0:7 44- OF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou�iv ' 765-1802 INSPECTION . . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ]. FOUNDATION 2ND [ ] INSULATIOWCAUL'KING [ ] FRAMING/STRAPPING [ �INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tole DATE 00 i?L2�—1 INSPECTOR NXOF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O [ ] RENTAL REMARKS: �- G.o. DATE INSPECTOR OP SOGT�°� # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATI N [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR souryo6--- --- - �- T/ TOWN OF SOUTHOLD BUILDING DEPT. Y G Q `y'ourm,�`� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSLILATIOWCAULKING [ ] FRAMING/STRAPPING [ i'..FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ®� G'- • 1 DATE d�� �3 INSPECTOR • X"M DURLAND VAN VOORHIS orcbilocls April 21 , 2019 Michael Verity, Chief Building Inspector Southold Building Department . 54375 Route 25 P.O. Box 1179 APR 2 6 2019 Southold, NY 11971 ,.. .. ..Tye RE: Hoffert House Renovation, Fishers Island, NY Dear Inspector Verity I am writing to you in order o close out the Hoffert House Renovation project at 1070 Montauk Ave on Fishers Island. To that end I have included a stamped copy of the final plan of the ground floor apartment for your records. I also certify that the framing, insulation and caulking work were all done in accordance with the design intent of the Construction Drawings dated January 16, 2014, and in compliance with the 2010 Residential Code of New York State Appendix J — Existing Buildings & Structures. If you have any further questions or need any additional information, please do not hesitate to call me any time. My cell number, 508 277-9225 is the best way to reach me. Sincerely yours, CC� Cl=IARLES >` Charlie Van Voorhis, RA Principal " a 4. cl 02h717 � E po box 1)69 motlopoisett, mo . 02739 t 508.993 6567 d,"orcbltecis.com 88fT1 fltZgerald.archit@Ct 15 FUtn�amAvenue#234 Greenwich;CT06M W-287- L� saMU.ifapc net MAR �LD, 22023. 15 March 2023 Mike Verity' Town of Southold Town Hall Annex Building. 54375: Route 25,:P.O. Box 1.179 Southold', NY 11971 RE: Beach Plum;'LLC (aka Burnham Property) 1070 Montauk Avenue Fishers Island NY SCTM#.10-7 -=.4 Dear Mike, l.have inspected the sprinkler system at the-above:referenced,property,.) certify that the system as installed;to the best of my knowledge and belief, conforms to NFPA-13D, Sprinkler Systems for One: and Two-Family Dwellings,and alf other applicable building codes. _ In addition, I have inspected:the fire separation,between_the basement level_accessory apartment-and the floors above.: I certify that the separation conforms to all applicable building codes and best construction .. practices: Sincerely; SAM. FI GERALD ARCH[T ; D Samuel W: Fitzgerald, NYS License 029399 40.029 3°'�yo� N Suffolk County Department of Health Services Health Reference Numb.:;r Office of Wastewater Management r 360 Yaphank Avenue, Suite 2C-Yaphank, NY 11980 (631) 852-5700 Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A.Property Information 1)Address of Residence: Street 1070 Montauk Avenue Hamlet Fishers Island Zip 06390 2)Tax Map Number: District 1000 Section 10 Block 7 Lot(s) 4 3)Owner's Name Beach Plum LLC Phone 631-788-7632 4)Client's Name(if different than owner) David Burnham PO Box 517 Fishers Island, NY 06390 5) Proposed changes in use (e.g., addition of apartment, bedrooms, office, etc.) N/A Replaced failed system "in kind" B. Sanitary System Evaluation: **Sanitary System(s) must be pumped out and physically examined by the certifying design professional. 1)Type of Water Supply: El Public Water ❑ Private Well—Provide copy of water analysis dated within one calendar year 2)Date of sanitary system pumping N/A new tank total gallons removed 3) Materials of construction of sanitary system 0 Precast ❑ Block* `NOTE:Block pools are no longer accepted—sanitary system must be replaced 4) Size of Sanitary components*: Septic tank 1500 gallons 10 1 6 x5 l 8 diameter, or dimensions if rectangular 4'-4" effective depth Leaching Pools 6'-6" diameter (octagonal pools) 6711 effective depth 3 total number of pools *NOTE: Sanitary components must meet current standards for proposed use or upgrading will be required. 5) Overall condition of sanitary components: ❑ acceptable ❑ una c6 a of NEVI yo9� (waste lines, drop tees, baffle walls, covers, septic tank, leaching pools) \e�P�c H. Sj, Certification:The results and recommendations found in this SEAL � ;Ar�u report are based upon my evaluation and inspection of the PIAGE-2I above referenced propert and pumped out sanitary system, v •• _-:. Name ofArchi er Richard H. Strouse License Numb r`s,�„ Signature Date 10-09-2012 Phone 888-291 3�272`�7'Sia'����� Mailing A dress: 32 Crabtree Lane PO Box 849 Hamlet Woodstock State CT Zip 06281 1' WM-072(Rev.08106) Page I of 2 r C. Recommendations And Results (Check applicable items): 1. Sewage System a. x System(s)functioned properly at time of inspection and is adequate for the proposed use. b. _ System(s)is not adequate for the proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. x _Water supply is adequate for proposed use (if private well, attach water analysis dated within one calendar year). b. Water supply is not adequate for proposed use (explain and make recommendations in Section D below or attach a separate report). C. Other D. Other Comments/Recommendations: New system- 1500 gal. septic tank, distribution box and 3 leaching pools �ZE 0'r UEtV H.ST9 / AFFIX DESIGN PROFESSIONAL'S EAL HERE °GN 59•�Qb� 4Q o SE NO. Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the report. WWM-072(Rey.08/06) Page 2 of N ROUGH FRAAVNQ 1 INSUL ATION PER N.Y. STATE ENERGY CODE ---------- ADVinbiiA comDI � 1 1 doll 0 �` / - rr. I ' �1 C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 � /� Survey ✓ ;SoutholdTown.NorthFork.net PERMIT NO.• Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 /2-- Storm-Water Assessment Form Contact: Approved fte?-Z 20 /Z Mail to: Disapproved a/c Phone: iratio �-/L-29 Building Inspector ` UN 2012 APPLICATION FOR.BUILDING PERMIT BLDG. DEPT. Date I f C� 20 Z_ TOWN OF SOUTfiOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completedrwithin 18 months from"such date. Tf 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. • Cl+ �L�f� LLL (Signature of applicant or name,if a corporation) -,BoX 661 Fs�e,s;LUt"A� ON. &Yi 0 ' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises %0,kG4 ` WM LLC rDcut (As on the tax roll or latest deed) If p ' a corporatio , signature of duly authorized officer -?nV (Name and title of corporate officer) Builders License No. Plumbers License No. 'Z&:�2 M V -p16V&C,s P�:�►�-� Electricians License No 333 R L , '�alLaw Other Trade's License No. 1. Location of land on which proposed work will be done: I I d 71-0 iA(-.)A ace k, "v►.y-x— �5�� �3 lbw L House Number Street Hamlet County Tax Map No. 1000 Section D Block �+ Lot + Subdivision Filed Map No. Lot - y { 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy `�40�►k,Va d b. Intended use and occupancy 211L.1-1 ` 3. Nature of work(check which applicable):New Building Addition Alteration Repair �/ Removal Demolition Other Work (Description) 4. Estimated Cost Fee //�� (To be paid on filing this application) 5. If dwelling,number of dwelling units 91 Number of dwelling units on each floor S WI If garage, number of cars Z acce ) �. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i/ 7. Dimensions of existing structures, if any: Front Jl_5U Rear h Depth Height 3J I-fo V Number of Stories Dimensions of same structure with alterations or additions: Front '1C Rear c—a- rr2 Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front US. i b Rear ( I`t'. ',�o Depth Pr''e, 'd 10. Date of Purchase '- Zai2-Name of Former Owner CAVLDL`10 'SU t-" 'D0ft(!i`f 11. Zone or use district in which premises are situated kAMl(A9�7 bf-U`,11-y 'F-F-Sk DF;sAt 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO-X 14.Names of Owner of premises` Wlt PAL L t-c- Address 9,0K 66g Phone No.631-�-�(,Z Name of Architect VI Add`=1fin�(OO►flru5 L1;E6.Address b28 PleOS&&� Phone No ".9 33-65(o+ Name of Contractor �Fit_F- Address C�'hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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�lC �"Lfj 1.� �L(1Q�i( }f being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the D1 tgEi2 (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 perfonned in the manner set forth in the application filed therewith. Sworn before me this rY�_ day of 20 Z tart'Public TH Signature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 HE6222563 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05/24/2014 Town RA Annex Telephone(681)765.1802 54375 Mainitaad• N aau�t((6633 P.O Box 1179 Mger:r cherte��i�UYr1.SOUlUiOi�rry 11S SoulhoM,NY11971-cm BURDEWDBPARmENT TOWN OF SOZTPHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i C7AA (�- °r O`A ,it) Date: 1 Company Name: `T�.L E/2�t-lZt c� o ' Name: - Ucense No.: dress: q C�2o�nj 6+ -Phone No.: d JOBSITE INFORMATION: rIndicates required information) I *Name: C'JaC� �c,l gun -L *Address: 10 7 p •Cross Street .� *Phone No.: / Permit No.: Tax-Map District: 1000 Section:— Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1eo,c Y-4_ ,J 'A 1 (Please Circle All That Apply) *Is job ready for iron: <5�/NO. Rough in Final *Do-you need a Temp Certificate: YES I NO Temp Informadort(It-needed) *Service Sim 1 Phase 3Phase 100 150 200 300 350 400 00wr 'New Service: Re-onnecf Underground Number of Meters Grange of Service Overhead Additional Information: PAYMENT DUE WITH APPLlCATION— F E C E V E .8241equeslfor InWedko Faen UU JA N 10 2014 BLDG. DEPI TONlN OF SOUTHOLD T -d t•E9G'8BL- TC9 Ruedwo3 uepues woos soeN p 1' g�FfOlqc�r BUILDING DEPARTMENT-Electrical Inspector V- ' TOWN OF SOUTHOLD y Town Hail Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.riche rt(qMown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1 a v (,q,� Date: Company Name: a �1 Name: License No.: `�3 3 9 C.e email: Address: Phone No,: G JOB SITE INFORMATION: (Ali Information Required) Name: I-)A-yl c� ���C'N1A a- Cbeack P t t4 a.zC, Address: j o 7 y M o LA fA�uu -cG Cross Street: Phone No.. �y �(,C (Qa CP BIdg.Permit email: Tax Map District: 1000 Section: to Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ES / O Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (Ali information required) Service Size (1:P 3 Ph Size: _a_a) ^A #Meters r2 Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected-Underground Coverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION MAR 22 2019 B2-Request for Inspection Form.xis PERMIT # -Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smoked DW Mini Carbon Micro Generator Combo Coo'ktop _ Transfer AC AH Hood Service Amps_ Have Used Special._ AA Comments r ` � r BUILDING DEPARTMENT- Electrical Inspector ��d G TOWN OF SOUTHOLD ' Town Hall Annex- 54375 Main Road - PO Box 1179 co ^► Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-southoldtownny gov — seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: 5 01 C email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection!,: ❑ YES ❑ NO- ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground LateralsM 1 FJ2 H Frame Pole Work done on Service? DY nN Additional Information: PAYMENT DUE WITH APPLICATION architects TRANSMITTAL DATE: August 13, 2012 TO: Southold Building Department 54375 Route 25 Southold, NY 11971 FROM: Charlie Van Voorhis, RA ATTN: Michael Verity, Chief Building Inspector RE: Hoffert House Renovation, Fishers Island, NY MATERIALS TRANSMITTED: Quantity Date Description 4 Sets 8/13/2012 Drawings 4 copies 8/13/2012 ResC heck Energy Calculations THESE ARE TRANSMITTED (as checked below): X For approval Approved as submitted Resubmit copies For your use Approved as noted Submit copies As requested Returned for changes Review/comment Other � EC WE COMMENTS: AUG 1 4 2012 BLDG.DEPT. TOWN OF SOUTHDLD cc: David Burham Signe . .:tip.... ... .,...•..a... .... .:. .... 3 .....�..,:.. .ry.....a.. .hay .. ....... .. .,. _ .... .....:.. ... ...... ... ..... :.. ...... a ..: ..�. .. :cap ?`7_. :,.":.i>:; ziw✓.- - his:: . ....s,c:.... ... .. ... ..........:.... ... ....s..... ......, ,cam. .:.',_. _. .,.:..-. ., a. :r.. Y:.f•: 1 is r�'• ': i fi .` `il EN Col PHONE 631-788-7632 BOX 517 06390 FAX 631-788- 7634 Lel / LAND ez ( G Lk U , U� . �. lam-,0� LILY, Ire LA LI�A v,z5 S t VC94 �� D VE FEB - 4 2013 BLDG.DEPT. TOWN OF SOUTHOLD .� DURLA-ND .V• A.N - V0 HIS Eowl arclvtacls MAR .- 4 2013 T R A N S-WI T T A-L - Bi DG.DEPT. TOWN OF SOUTHOLD DATE: Fe-bruary.26,:2013 TO: Southold Buildi-ng Department_- .54375 Route 25. _ P.O. Box l 179 Southold, NY 11971 FROM: Charlie Van Voorhis;-RA ATTN: Michael Verity, Chief Building Inspector RE: Hoffert House Renovation;.Fishers Island, NY MATERIALS TRANSMITTED: Quantity- - Date"fy Desari ptiori 3 : -2 26/20-13 31d-Floor Plan:- THESE ARE TRANSMITTED (as c ecked below): ror'approval Approved.as submitted.' ." Resubmi—copies For your use Approved.ds-noted - Submit-- copies -As requested Returned for changes- Review/`comment" Other COMMENTS: cc: Signed: \/ 628.ploosont street new Bedford ma 02740 f 50A.443,6581 dvvarchitorts com LL cJ �Sl e Gti w a-� WLCti o we Gv i� .Cal l ` l V ILS mlll- L- Lk el CLG-,CPj6 rPLAe4�� L�5pti� 1.Jv� (�Jl� l U G I/�� Vv✓ 4t+s "N 4L �W -I`�. Gl+h 4L S 1 w f �Y�/ 5 S�wv I _ �I �tee, G(V";C . G�-Z- 4,4 :S c�e e �n.v� lei'vu2t4vlrvj c J Ceti k `j 4 UL Cam.+r N- &rlk�vll-1 iMAE 11 2013 uu.III,LE1 1. F 6' Southold Town Building Department P.O.Box 1179 Permit#• 37463 53095 Main Rd v Southold,New York 11971 Permit Date: 8/22/2012 (631)765-1802 Expiration Date: 2/21/2014 Parcel ID: 10.4-4 BUILDING PERMIT RENEWAL LETTER Dated: 4/17/2015 Applicant: Beach Plum LLC Location: Montauk Ave,Fishers Island Work Description: RESIDENTIAL ALTERATION alter an existing single family dwelling with accessory apartment as applied for. 3 floors. Amended to include a fire sprinkler system. A FEE OF $586.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Beach Plum LLC Address: PO BOX 664 Fishers Island,NY 06390 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department g�FFat,�l'' P.O.Box 1179 Permit#: 37463 yam. 53095 Main Rd Southold,New York 11971 Permit Date: 8/22/2012 631 ►pl'., ,Via. ( )765-1802 Expiration Date: 2/21/2014 Parcel ID: 10.4-4 BUILDING PERMIT RENEWAL LETTER Dated: 4/25/2017 Applicant: Beach Plum LLC Location: Montauk Ave,Fishers Island Work Description: RESIDENTIAL ALTERATION alter an existing single family dwelling with accessory apartment as applied for. 3 floors. Amended to include a fire sprinkler system. A FEE OF $586.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Beach Plum LLC Address: PO BOX 664 Fishers Island,NY 06390 The permit.listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. -lE�ENQ N/F \ A. JOHN GADA� N/F NOW OR FORMERLY I 0pZ�F 1.) "MAP OF PROPERTY ON FISHERS ISLAND, NEW YORK, FORMERLY OWNED BY I ` MARTHA E. HOFFERT, NOW BELONGING TO THE SOUTHOLD SAVINGS BANK", JULY SF SQUARE FEET I i p Tp \ 1914— FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON n RETAINING WALL \ / ��O 2p�T ? JANUARY 2, 1915 A5 MAP #242. STOCKADE FENCE \ O 9� \ 2.) "SURVEY MAP PREPARED FOR ISLAND VILLAGE MARKET LLC MONTAUK AVENUE '�y FISHERS ISLAND, NEW YORK" DATE: 11-14-2008 SCALE: 1"=20' SHEET: 1 OF 1 MONUMENT �y' L� r? BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. (NOT FOUND) qr �OF \ PROJECT #2008842. N/F 3.) "SURVEY MAP PREPARED FOR THOMAS A. NIGRO & LAURA NIGRO MONTAUK ISLAND VILLAGE AVENUE FISHERS ISLAND, NEW YORK" DATE: 8-21-2003 SCALE: 1" = 30' SHEET 1 Oj�T�� OF 1 BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. MARKET LLC �S�P PROJECT #2003841. LOT E PER REFERENCE MAP #1 o� \ \ S Os�p.�(�` 1,) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. LOT 0 PER R&TREWCE ASAP ` IS A VIOLATION PERSON, ACTING UNDER TTHEDIRECTION OF A LICENSED LAND SURVEYOR, TO UNLESS ALTER AN ITEM CONCRETE MONUMENT IN ANY WAY, STEPS 2't CONCRETE BLOCK (FOUND) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S RETAINING WALLS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE f STEPS LAND SURVEYOR. \ � / j 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC COVERED \ SURVEY TRIANGULATION STATION "PROS". in Y h PORCH 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 2'f r,4 PORCH pch SECTION 10, BLOCK 7, LOT 4. 6.) TOTAL AREA = 16,800E SQ. FT. (0.39f ACRES) \ / MONUMENT 1 STEPS i CONCRETE (FOUND) v �G 7.) SITE IS IN ZONE "HD". V STEPS `� �'„�z, Itz `�a O tr` *'POLE p , / CERTIFIED T0; r�ti/. I S; ` BEACH PLUM LLC a CHICAGO TITLE INSURANCE COMPANY ��, n'o t1n- IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE 0 \�% �` �"� �C) 1 ` 1 j SURVEYS OF THE NEW YORK STATE LAND TITLE ASSOCIATION. N F TITLE No. C11-7474-11608—SUFF THOMAS A. NIGRO & LAURA NIGRO LOT C SURVEY MAP \ 4.6't i i PER REFERENCE MAP �'�1 PREPARED FOR STONE RETAINING 2 D WALL 3't HIGH BEACH PLUM LLC MONUMENT \ (FOUND 015TURBFD) N: 2063.90 \ POLE s��� W: 922.68 MONTAUK AVENUE \ #716��`� � FISHERS ISLAND, NEW YORK QUALITY CONTROL CERTIFICATION J 0 B D A T A R E V I S 1 0 N S 30 15 0 30 CME Associates Engineering, GROUP REVIEWED DATE PROJECT 2011837 N0. DATE. DESCRIPTION GRAPHIC SCALE IN FEET Land Surve ll1 &PROJECT MANAGER -L-U. l L BOOK NO. FI 2010 �/� y g SURVEY �. -Wert-. DESIGNED CME � Architecture, PLLC ENVIRONMENTAL DRAWN CB DATE: DEC. 21 , 201 1 formerly CHANDLER,PALMF.R&I'iN0 CIVIL CHECKED RHS SCALE: 1 ' = 30' ow STRUCTURAL LOGO_ '2011837RHS.FBK 55 Main Street,Suite 540 Norwich,GT 06360 Pnone 888-291-3227 ARCHI I C. T URAL _ FILE 201 1837 BND.dw SHEET: 1 OF 1 32 Crabtree Lane,Woodstock CT06281 www.cmeengineerine.com LEGEND N/F �\ MAP REFERENCES A. JOHN GADA F NOW OR FORMERLY I 1.) "MAP OF PROPERTY ON FISHERS ISLAND, NEW YORK, FORMERLY OWNED BY T I MARTHA E. HOFFERT, NOW BELONGING TO THE•SOUTHOLD SAVINGS BANK", JULY Y S SQUARE FEET p TD 1914- FILED IN THE OFFICE OF THE CLERK QF THE COUNTY OF SUFFOLK ON C -v JANUARY 2, 1915 AS MAP #242. V Y _ RETAINING WALL ' i G F� C�'p 2.) "SURVEY MAP PREPARED FOR ISLAND VILLAGE MARKET LLC MONTAUK AVENUE Y STOCKADE FENCE \ O 9G/, \ FISHERS ISLAND, NEW YORK" DATE: 1144-2008 SCALE: 1"=20' SHEET: 1 OF 1 > G ca �711, �GF i BY CME ASSOCIATES ENGINEERING, LAND'•SURVEYING & ARCHITECTURE, PLLC. m o MONUMENT qr 'LG # ' PROJECT 2008842. �, -0 (NOT FOUND) F Ci ` 3.) "SURVEY MAP PREPARED FOR THOMAS A. NIGRO & LAURA NIGRO MONTAUK -� N/F ` `� AVENUE FISHERS ISLAND, NEW YORK" DATE: 8-21-2003 SCALE: 1" = 30' SHEET 1 !BLAND VILLAGE SS \��\Q��� OF 1 BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. �, Q 7•� pp PROJECT #2003841. U. 121 MARK�E E LLC ,0s2'�o �P m o PER REFERENCE MAP #1 LOT D �o. Dpp� NOTES E�- 05 1 PER REFERENCE MAP #1 �� \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED APPROX. HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO w ! ro p LOCATION BETWEEN THE CLIENT AND THE SURVEYOR.EXCEEDS THE SCOPE OF THE A c Cd E°o ABANDONED H r G ENGAGEMENT. \ d ,�<v SEPTIC SYSTEM- z 7 TANK AND 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS a E W V� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM 0 �° �, E o= LEACHING POOL OI IN ANY WAY. MONUMENT CONCRETE CONCRETE BLOCK F FOUND) Z `�' 2'f RETAINING `JJLOC / ( 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S o STEPS �i D / SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE 0 i /� B C 0 O E LAND SURVEYOR. \ A� o /,�j^ �i STEPS \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S: COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS". j I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, l J r PORCH SECTION 10, BLOCK 7, LOT 4. 10 '' �� 2'f I I A COVERED 6.) TOTAL AREA = 16;800t SQ. FT. (0.39f ACRES) `. i I I HOUR E PORCH MONUMENT' I STEPS ` s -- \ CONCRETE t V 7.) SITE IS IN ZONE "HD". Ili \ (FOUND) Q� STEPS SEPTIC SYSTEM. FOR .6 BEDROOMS- G) \ �G� 1500 GAL. SEPTIC TANK C POLE `� �3y �� w DISTRIBUTION BOX #715 APPROX. \\�� �� a 3 LEACHING F;'OOLS 0, LOCATION " I WATER 4<1 MEASURES TO STRUCTURES � � C D E F G H - < \ \ SERVICE 0�`o". � 0.3 45'.9 66 , .4 74.2 74.5 o B 41.2-48.5 54.8 73.2 75.6 71.6 2 01 2 AUTFISEROGES NIF Suff.: " �,�I�'v wxlit"..�.6ti 114 tl.o G "GARA— p tt THOMAS A. NIGRO & — ; ., k - , LAURA NIGRO SURVEY MAP \ � LOT C _ PER REFERENCE MAP #1 E �U] PREPARED FOR 1.5' ' STONE RETAINING �� p•'!�/ / �� WALL 3't HIGH FEB - 4 2013 BEACH PLUM LLC ONUMENT BLDG.DEPT. \ APPROX.. (FOUND TMVN OF SOUTHOLD LOCATION DISTURBED) yF °c ems• _N:_2063.96-1 \ 6" WATER Po �,�� LW_ 922.68 MONTAUK AVENUE \ MAIN \ #716��'F�f° FISHERS ISLAND, NEW YORK QUALITY CONTROL CERTIFICATION J O 8 D A T A R E V I S 1 0 N S 30 15 0 30 CUE Associates Engineering, GROUP REVIEWED DA E PROJECT 201 1837 N0. DATE DESCRIPTION GRAPHIC SCALE IN FEET 6�E `*-, Land Surveying & PROJECT MANAGER fir Z BOOK NO. A 2010 1 09/14/2012 NEW SEPTICSURVEY DESIGNED 2 11/30/2012 WATER MAIN & SERVICE DATE: DEC. 21 , 2011 Architecture, PLLC formerly CHANDLER,PALMER&KING ENVIRONMENTAL DRAWN CB CIVIL I CHECKED RHS SCALE: 1 " = 30' CT 55 LOGO 2011837RHS.FBK I 32CrabreeLane,Suite340 rk,CT 6281 60 cmeenginee6ng.com STRUCTURAL _. — C`uCCT. 1 !lC 1 32Crabtreelane,Woodstock,CT06281 www.cmeengineering.com � 74 � ICYNENEiNr- 6747 Campobello Road,N9ississauga,ON,Canada L5N 2L7 w Toll Free:800.758.7325 Fax:905.363.0102• ww.Icynene.com To Whom It May Concern: IcyW-Wetuwlassic axTM (ILD-C-S'Ov2)has been approved for use without an>�gnition baIrieii�n a�lt, residential applications. he addition of the unvented attic was approved following extensive research and corisu iatlon by Icynene with the ICC-ES to ensure all testing met the strict safety guidelines and standards mandated by ICC-ES. The ESR report 1826 was amended with the following: 4.4.2.2 Attics—LD-C--50 v2: When LD-C-50 v2 is applied in unvented attics conforming to 2012 IRC Section R806.5 or 2009 IRC Section R806.4, the insulation may be applied to the underside of roof sheathing and/or rafters to a minimum thickness of 5112 inches (140 mm) and a minimum thickness of 1112 inches (38 mm) over the rafters; and may be applied to vertical wall surfaces to a minimum thickness of 5112 inches (140 mm) and a minimum thickness of 1112 inches (38 mm) over the studs. Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches (508 mm .,]7he.insulation may be.left expo ­d o the attic without a= presc-riptiwe ignition barrier or an iiztu�nes�cent co4g_. Unvented attics conforming to this design requirement will be identified with an Icynene insulation certificate posted in the attic. Please contact me at 1-800-758-7325 ext. 209 or visit our website www.icynene.com for more information. Regards, Paul Duffy VP Engineering,Icynene L i ICC-ES Evaluation Report ESR-1826* Reissued February.1, 2012 This report is,subject to renewal February 1, 2013. www.icc-es,orct 1 (800)423-6587 I (662) 699-0643 A $ubsidiaryofthe International Code Council® DIVISION:07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION Section:07 21 00—Thermal Insulation 3.1 General: Icynene LD-C-50Tm and LD C 50 v2 are low-density,open REPORT BOLDER: cell, polyurethane foam plastic insulations and air barrier ICYNENE INC: systems that are 100 percent water-blown with an'Installed s 6747 CAMPOBELLO.ROAD nominal density of 0.5 pef (8 kg/m). The insulations are two-component, spray-applied products. The ' two MISSISSAUGA,ONTARIO 6N 21-7 components of the insulation are polymeric isocyanate CANADA (A-Component, also known as Base Seal``and proprietary (905)363-4040 resin (B-Component;,LD-C-50 or LD=C-50 v2 Resin, also www.icynene:com known as, Gold Seal. The A-Component must be stored at a temperature of 50OF(101C)or greater,and has a.shelf EVALUATION.SUBJECT: life of six months: The B-Component must be stored at temperatures below 100°F(37.80C),and has a shelf life;of ICYNENE LD-C-50TTM'AND LD-C-50 VERSION 2:(v2) six months. I 1.0 EVALUATION SCOPE 3.2 Surface Burning Characteristics: Complianedwith the following codes: When tested in accordance with ASTM,E84/.UL 793, at a thickness of 6 inches(1.52'mm) and a nominal density,of m 2012 and 2009 International Building Code (2009 IBC) 3 0:5 pcf(8 kg/m ), Icynene LD-G50 and LD-C-50 v2 have a m 2012 and,2009 International Residential Code (2009 flame spread index of 25 or less and a smoke-developed IRC) ` index of 450 or less. Thicknesses of up to 71/2, inches (190.5 mm)for.wall cavities and 111/2 inches(292 mm)for v 2012 and 2009 Inteniational Energy Conservation ® . gY ceiling cavities are recognized based on room corner fire _.... ....... _ Code.:.:(2009:1.EGC}. ..:.: ... testtng..tn..:accordance with.:NFPA...286`when covered wrtth...:.... . u Other Codes(see Section 8.0) minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the 'applicable Properties evaluated: code. ® Surface burning.characteristics 3.3 Thermal Resistance: v Physical properties Icynene LD-C-50 and LD-C-50 v2 have thermal resistance i ■ Thermal performance(R=values) (R-values)at a.mean temperature of 75OF(24°C)as shown isAttic and crawl space installation in Table 1. m Fire resistance 3.4 Air Permeability: Icynene LD-C-50Tm and LD-C-50 v2 spray-applied foam Air permeability plastic insulations,at a minimum thickness of.31/2 inches n Noncombustible construction (89 mm), are considered air-impermeable insulation in accordance with IRC Section R202, based on testing in 2.0 USES accordance with.ASTM E283. Icynene LD-C750Tr^' and LD-C-50 v2 are used to provide 3.5 Intumescent Coatings:. thermal insulation in buildings and to seal areas such as plumbing and wiring penetrations against air-'infiltration, in 3.5.1 No Burn Plus XD: No Burn Plus:.Xb•intumescent Types 1, ll, III, IV and Type- V construction (IBC) and coating-is a latex-based coating,supplied in 1=gallon (4L) dwellings under the IRC. The insulations may be used in and 5-gallon (19L)pails and 55-gallon (208 L)drums.The fire-resistance-rated construction when installed in coating material has a shelf life of 12 months when stored accordance with Section 4.5 and in Types I through IV in factory-sealed_containers at temperatures between 40°F construction when installed in accordance with.Section 4.6. (4.4°C)and 90°F(32;2°C). `Revised November 2012 A(,'--L;S F'rohmtion Reports are not it)be consinted as representing aestheties w•any other oaribides Prot specifica0y udrlrerseel,nor are they to be ainstnred as nnendnracruca!rf dia xn6ject o(lhdreport w a recaarnondritibn jaritsfire Nrr re isrio.,v6rranq hr/('(:<J:riihratiwtSem^ice,1.1.(',erprtics ar irn/flied nx l og to rnry.tindhrg or r)dier nrduer in this roporl,Jr as to or-product cl send ki,the report. - Copyright©2012 Page 1 of 5 ESR-1826 l Most WidelyAccepted and Trusted Page Z of 5 3.5:2 DC 315: DC 315 intumescent coating is a water- 4.4 Attics and Crawl Spaces: based coating supplied in 5-gallon (19L) pails and 55-gallon (208L) drums. The coating material has a shelf 4.4.1. Application with a Prescriptive Ignition Barrier: life of 24 months when stored in factory-sealed containers When Icynene LD-C-50TM and LD-C-50 v2 foam plastic at temperatures between 41 OF(5°C)and 950F(350C), insulations are installed within attics where entry,is made only for service of utilities, an ignition barrier must .be 4.0 INSTALLATION installed in accordance with IBC Section 2603.4.1.6 and 4.1 General: IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements The manufacturer's published installation instructions and for the type of construction required by the applicable code this report must be strictly adhered to and a copy of these and must be installed.in-a manner so that the,foam plastic instructions and this evaluation report must be available on insulation is not exposed.The insulation may be installed the jobsite at all times during installation. in unvented attics in accordance with the 2009 IRC Section 4.2 Application: R806.4 or 2012 IRC Section R806.5,as applicable. Icynene LD-C-50TM and LD,:C=50 v2 foam plastic 4.4.2 Application without a Prescriptive Ignition insulations must be applied using spray equipment Barrier: Where Icynene LD-C-50 and LD-C-50.v2 foam specified by Icynene, Inc.The insulation must not be used plastic insulation is installed in an attic or crawl space in areas which have a maximum service temperature without a prescriptive.ignition barrier, in accordance with greater than 180°F (820C). The foam plastic insulation Sections 4.4.2.1, 4.422, 4.4.2.3 and 4.4.3, the following must not be used in electrical outlet or junction boxes or in conditions apply: contact with rain or water,and must be.protected from the 1. Entry to the attic or crawl space is only for service of weather during and after application. Where-the insulation utilities and no storage is permitted.. is used as air-impermeable insulation, such as in unventilated attic spaces regulated by IRC Section R806, 2. There are no interconnected attic, crawl space or the insulation must be installed at a minimum thickness of basement areas. 3.5 inches(89 mm).The insulation can be installed in one 3. Air in the attic or crawl space is not circulated to other pass to the maximum thickness. Where multiple ,passes parts of the building.. are required,the. cure:time between passes is negligible. 4.3 Thermal Barrier: 4. Combustion air is provided in accordance with IMC Section 701. 4.3.1 Application with a Prescriptive Thermal Barrier: 3 Icynene LD-C=50TM+ and LD-C-50 v2 foam plastic 5. Attic ventilation is provided when required by IBC insulations must be separated from the interior of the Section 1203.2 or IRC Section R806, except when building by an approved thermal barrier; such as '/2-inch air-impermeable insulation is permitted in unvented (.12.7 mm), gypsum wallboard installed Using mechanical attics in accordance with Section R806.4 of the 2069 fasteners in accordance with the applicable code, or an IRC or Section R806.5of the 2012 IRC. equivalent 15 minute:thermal .barrier complying with .the 6. Under-floor(crawl space)ventilation is provided when - :_._.—applicable-code ;_When mstaHation.=is,:wtthin an.-attic or.......,;;;.- --re aired-b IBC Section--12 q y 03.3. or tRC -Section .:...- crawl space as described m Section 4.4, a:thermal barrier R408.1,as applicable. is not required between the foam.plastic and the attic or crawl space, but is required between .the foam .and .the 4.4.2.1 Attics - LD-C-50 and LD7C-5Q v2: In attics interior of the. building. Thicknesses of up to 71/2 inches Icynene LD-C-50TM! LD-C-50 v2. foam .plastic insulation (190.5 mm)for wall cavities and 1.11/2 in (292 mm):for may be spray-applied to the underside of the roof ceiling cavities are recognized based on room corner fire sheathing andlor rafters,..as described in this section.The testing in accordance with NFPA 286, when covered with thickness of the foam plastic applied to the underside of minimum 1/2-inch-thick (1.3 mm) gypsum board or the roof sheathing must not exceed 14 inches (356 mm). equivalent thermal barrier complying with; the applicable The thickness of the spray foam insulation applied code. to vertical wall surfaces must not exceed 5.6 inches 4.3.2 Application without a Prescriptive Thermal (140 mm). The insulation must be covered on all surfaces Barrier or Ignition Barrier,: The prescriptive 15-minute with one of the coatings described in Section 3.5. The thermal barrier o or ignition barrier may be omitted when coating must be applied over the insulation in accordance ation: i accordance with 'this section. The with the coating manufacturer's instructions and.this report. therm insulation and coating may be,spray-applied to the interior Surfaces to be coated must an dry, clean, and free of dirt, facing of walls, the underside or roof sheathing of roof loose debris and other substances that could interfere with rafters, and walls, crawl spaces, and may be s left exposed of adhesion of the'coating.The coating is applied.in one coat an interior finish without a. prescribed 15-minute thermal with low-pressure airless spray equipment. The coating barrier or ignition-barrier.The thickness of the foam plastic must be applied to:a thickness as follows: applied to the underside of the roof sheathing must not ® No Burn Plus.XD at a minimum dry film thickness of exceed 14 inches (356 mm). The thickness of the spray 4 mils(6 wet mils)at 210 ft2 per gallon. foam insulation applied`to vertical wall surfaces must not DC 315 at a minimum dry film thickness of 3 mils(4 wet exceed 6 inches (152 mm). The foam plastic must; be mils)at 400 ft2 per gallon. covered on all surfaces with DC 315 coating at a minimum thickness of 13 dry mils;20 wet mils,80 ft2 per gallon.The The coatings must be applied when ambient and coating must be applied over the insulation in accordance substrate temperature,is at least 60OF(16°C)and no more with the coating manufactu.rer's.instructions and this report. than 95OF (35°C).All other surfaces(including, last)must. Surfaces to be coated must be dry,clean,and free of dirt, be protected against damage from the coating. The loose debris.and other s ubstances.that could interfere with insulation may be installed in unvented attics when the adhesion of the coating.'The coating is appliedin one coat foam plastic is-applied. at a minimum thickness of 3.5 with low-pressure airless spray equipment. inches.(89 thin) as described in this section in-accordance ESR-1826 I Most Widely Accepted and Trusted Pag e 3 of 5 with the 2009 IRC Section R806,4 or Section R806.5 of the face, attached with 8d box nails,2'/2 inches (64 inm) long 20121RC• and spaced 7 inches,(178 mni) on center along the studs 4,4.2:2 Attics — LD-C-50 v2: When LD-C-50 v2 is for the face layer and 6d cement coated box na.ils,.2 inches applied in unvented attics conforming to 2012 IRC Section (51 mm) long and spaced 24 inches (610 mm) on center i R806.5 or 2009 IRC Section R806.4,the insulation may be along the studs. The stud cavity contains Icynene applied to the underside of roof sheathing and/or rafters to insulation nominally 2 inches(51 mm)thick. a minimum thickness of 51/2 inches (140- mm) and a Axial loads applied to the wall assembly must be limited minumum thickness of 1112 inches (38 mm) over the to the least-of the following: rafters; and,may be applied to vertical wall surfaces to a minimum thickness of 51/2 inches (140 mm) and a ° 1,805 pounds(8029 N)per stud. minumum thickness of 11/2 inches(38 mm)over the studs. a Design stress;of'0.78 Pc. Maximum thickness on the underside of roof sheathing or on vertical wall :surfaces is 20 inches (508 mm). The a Design stress:of 0.78 Pc at a maximum I./d of 33. insulation may be left exposed to the attic without a 4.5.3 Assembly 3 (Floor/Ceiling): Minimum nominally prescriptive ignition barrier or an intumescent coating. 2-by-1 0(1'/2 by 9'/a inches (38 mm by 235.mm)) Douglas The attic must have attic access complying with IRC fir, No.2 grade wood joists spaced 24 inches(610 mm)on Section R807,.horizontally placed in the floor,.and opening center, with minimum 1-by-3 ['/a by 2'/2 inches (19.1 by outward toward the living'space. Items penetrating the roof 64 mm)) spruce bridging at mid-span. Floor decking must deck or walls, such as skylight'wells and vents, must be be minimum 1/2-inch-thick (12'.7 mm) exterior grade covered with a minimum of 51/2 inches (140 min) of the plywood installed perpendicular to joists and fastened with LD=C-50 v2 insulation. 2-inch-long.(51 mm)'ring shank nails 6.inches(152 mm)on center at the joints and 12 inches (305-mm). on center at 4.4.2.3 Crawl Spaces: In crawl spaces, Icynene LD-C the intermediate joists. Plywood joints must .occur over 50 and LD C-50 v2 insulation may be spray-applied to joists. Icynene insulation must be applied to the underside vertical walls and the underside of floors, as described in of the plywood deck between the,joists to a depth of 5 this section. The thickness of the foam plastic applied to minimum s inches (127 mm). Two layers of /8-inh-thick c l the underside of the floors must not exceed 14 inches (15.9 mm), Type X gypsum wallboard must be attached I (356 mm). The thickness of the spray foam insulation ' perpendicular to the joists on the ceiling side of the applied to vertical. wall surfaces must not exceed 3/2 assembly. The first layer must be attached with V/4-inch- inches (88.9 mm). The foam plastic does not.require an long (32 mm), Type W drywall screws, spaced 24 inches I ignition barrier or a coating. (610 mm) on center. The second layer must be applied 1 4.4.3 Use on Attic Floors: 'When used on attic floors, perpendicular to the joists, offset 24 inches(610 mm).from Icynene LD-C-50'1'and:ILD-C-50 v2 foam plastic insulation the base layer. The second layer must be attached with may be installed at a maximum thickness of 111/2.inches 2-inch-long (51 mm), Type S drywall screws spaced 12 (2.92,mm)between joists in attic floors.The insulation must inches (305 mm) on center. Additional fasteners must be q be separated from the interior of the building by an installed along the butt joints of the second layer,'securing I approved thermal:.barrier. The coatings specified in in the two layers together.These fasteners must be.1'/2-inch- aon 38 mm p Section'4:4 2:1 and the igndion'barrier in"accordance with 9 ( }, -Type..G=d all 'screws laced-2-in€hes - .... IBC Section 2603.4.1.E and IRC Section R316.a3,may be (51 mm) back from each end of the butt joint and spaced j omitted. 12 inches(305 min)on center.The wallboard joints on the 4.5 One=hour Fire-resistance-rated Assemblies: exposed side must be treated with paper tape embedded in joint compound and topped with an added coat of t 4.5.1 Assembly 1 (Limited Load-bearing Wood Stud compound,, and the fastener heads must be coated with I Wall) Minimum. nominally 2-by-4 [11/2 by 3/2 inches joint compound in accordance with ASTM .C840 or (38 mm by 89 mm)]southern'pine(G =0.55), No.2 grade GA-216. studs spaced 16 inches (406 mm) on center with.a base Nominally Steel Stud Wall): ( layer of 1/2-inch-thick (12.7 mm) wood fiber sound board 4:5.4 Assembly installed horizontally on each face with vertical joints y 6-inch-deep (152.4 mm), No. 18' gage, located over the studs, attached with 6d box nails,2 inches galvanized steel studs spaced 16 inches (406.4 mm) on i center, are friction-fit into No. 18 gage galvanized steel (51 mm) long and,spaced 24 inches (610 mm) on center s s floor and ceiling track with a layer .of /a-inch-thick along the studs, and a second layer of /8-inch-thick (1'5.9 mm),Type X gypsum board applied to the interior (115.9 mm)Type X.gypsum wallboard installed vertically on side with the long edge parallel to steel studs and secured each face,.attached with 8d box nails, 2:/2 inches:(64 mm) long and spaced 7 inches (178 mm) on center along the using No. 6, 1 /4-inch4ong (31.7 mm), self- drilling.drywall I screws spaced 8 inches (203 min) on center around the studs: The stud. cavity .contains Icynene insulation perimeter and 12 inches (305 mm)on center in the field. nominally 2:inches 1 (51 mm)thick. The gypsum board joints must be treated with vinyl or Axial.loads applied to the wall assembly must be limited casein, dry or premixed joint compound applied in two to the least of the following: coats to cover all exposed screw heads and:gypsum board a 1,805 pounds.(8029 N)per stud, butt joints, and a minimum 2-inch-wide (61 mm) paper, plastic, or fiberglass tape embedded in the first layer of a Design stress of 0.78 Pc. compound over butt joints of the gypsum board. The stud a Design stress of'0:78 Pc at maximum h/d`.of 33. cavity is filled with Icynene insulation up to 6 inches j �152 mm) '.thick, DensGlass Gold Exterior Sheathing, 4.5.2 Assembly 2 (Limited Load-bearing Wood Stud /2 inch (12.7 mm) thick, is installed parallel to steel studs Wall): Minimum nominally 2=by-4 (11/2 by 3112 inches with vertical joints offset.a minimum of 16 inches 406 min) (38 mm by 89 mm))southern pine(G=0.55), No. 2 grade from the vertical joints of the gypsum board and the studs spaced 16 inches (406 mm) on center with two horizontal joints-offset a minimum of 24 inches.(610 mm) layers of '/2-in.ch-thick (1.2.7 mm) Type X gypsum from the horizontal joints of the gypsum board. The wallboard installed vertically with joints staggered on each sheathing is attached using No. 6, 11/4-inch-long j t ESR-1826 I Most Widely Accepted and Trusted Page 4 of 5. (31.7 mm)., self-drilling drywall screws spaced 8 inches 5.1 This evaluation report and the manufacturer's (203 mm) on:center around the perimeter-and in the field. published installation instructions; when required by Hohmann & Barnard bW-10 brick ties; 6 inches (152 mm) the code official, must be submitted at the time of long by 11!2-inches (38 min) wide, are spaced 16 inches permit application. (408.4 mm) on center vertically on each.steel stud, and secured, using two 1./a s =inch-long (41.3 min) self-drilling. 5:2 The insulation must be installed in accordance with screws,through 4-inch(102 mm) red clay brick[3'1/2 inches the manufacturer's published Installation instructions; (88.9 mm) by 21/4 inches (57.1 min) by 73/4 .inches this evaluation report and the applicable code. If there (197 mm)] laid in a running bond pattern with Type S is a conflict between the installation instructions and 6 mortar, leaving a nominally 1-inch (26.4 mm) air .gap this report,this report governs. between the brick and the exterior sheathing. 5.3 The insulation must be separated from the interior of Optional: It is permitted to add eode-complying, the building by an approved 15-minute thermal expanded polystyrene (ERS), extruded polystyrene (XPS); barrier, except when installation is as described in S foil-faced, rigid polyurethane board stock or polyurethane ection 4.3:2. or in attics and crawl spaces as spray foam on the exterior of the wall (between the described in Section 4:4.2 and 4.4.3. DensGlas? Gold sheathed wall and the brick), while 5.4 Since the performance.of LD-C-50 v2, when installed maintaining the 1-inch (25.4 mm) air space. The length of in unvented attics without a code-prescribed ignition the brick ties must be increased to account for the barrier 'or an intumescent coating; is based on fire thickness of.the insulation. performance of an unvented attic, the installation 4.6 Exterior Walls in Type I,11, III and IV Construction: must be approved by the code official as conforming with the provisions of Section 4.4.2.2 and Conditions 4.6.1 General::When.used on exterior walls of Types I, 11, 1 to 5 of Section 4.4.2. III or IV construction,,the assembly must comply with IBC 5:5 The insulation must not exceed the thickness and Section 2603.5 and: this section, and the LD-C-50 and density noted in Sections 3.2,4.3,4.4.4.5 and 4.6. g LD-C-50 v2 insulation must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of 5:6 The insulation .must be protected from the weather lcynerre LD-C=50 and LD-C-50 v2 insulation is 494.Btu/ft2 during and after application. { (5.6 MJ/m2)' per inch of thickness, when testing is in 5.7 The insulation must be applied by licensed dealers accordance with'NFPA 259. and installers certified by Icynene,Inc. 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), 5.8 Use of the insulation in areas where the probability of No. 18 gage,. galvanized steel studs spaced 16 inches termite infestation is "very heavy" must be in ?alv mm) steel center, are fastened to N s 18 gage, accordance with IRC Section R318.4 or IBC Section alvanized steel floor and ceiling track using No: 8, ]a-inch-long (22.2 mm�; self-tapping pan head framing 2603.8, as applicable. screws; GP°DensGlass Gold Exterior Sheathing, V2 inch 5.9 Jobsite certification and labeling.of the insulation must (12.7 mm) thick, is installed over the exterior side,of steel comply with IRC Sections N1101.4 and N1.101.4.1 studs with the long end perpendicular to the steel studs, and IECC Sections 3031.1 and 303.1.2, as usrn Type 5,.....i,ld-mch-(31 7.r :►n) ..self-tapping.........::.:::::.:_-.--applicable. --.:._..:...:...::_:_.:..-.-.:::: ..:::...:_ -_ bugle head screws spaced 8 inches (203 mm) on center $.10 When LD-C-SQ v2 insulation is installed under around the perimeter and in the field. The stud cavity is Section 4.4.-5 of.this report, a'certificate must under filled with. Icynene insulation to a nominal thickness of placed in the attic stating that the. foam plastic 6 inches(152 mm). insulation has been installed in accordance with 4.6.3 Interior Face: Type X gypsum board, s/a inches Conditions 1 to 5 of Section:4r4.2 and the:terms of (15.9 mm) thick, is installed with the long dimension Section 4.4.2.2 of. ESR-1.826', any alterations to the perpendicular to steel studs with.No. 6, Type S, 1'/4 inch- attic or insulation must be consistent with those long (31.7 mm),self-tapping, bugle head screws spaced 8 requirements. inches(203 mm)on center.around the-perimeter and in,the 5.11 A vapor retarder. must be installed in accordance field.The gypsum board joints must be treated with vinyl or with theapplicatile code. casein, -dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board 5.12 Icynene LD-C-50 and LD-C-50 v2. foam plastic butt joints, .and a minimum 2-inch-wide (51 mm) paper, insulation are manufactured in Mississauga, Ontario, plastic, or fiberglass tape embedded in the first layer of Canada, under a quality 'control program with compound overbuttjoints of the gypsum board, inspections by Intertek Testing Services(AA-691). 4.6.4 Exterior Wall Covering:`Details of the exterior wall 6.0 EVIDENCE SUBMITTED covering must be provided to the code official.by the report 6.1 Data in accordance' with the ICC-ES Acceptance holder,designer or specifier, with an engineering analysis Criteria for Spray-applied Foam Plastic Insulation demonstrating that(1)the exterior wall covering conforms (AC377), dated June 2011, including reports of tests to.ASTM El36 iand (2) the addition of the wall covering.to in accordance with Appendix X (Section 4.4.2.1)and the.assembly described in this section does not negatively Appendix C(Section 4.4.2.2) affect confornlance'of the assembly with the-requirertients of IBC Section 2603.5. 6.2 Test report on air.leakage rate in accordance with 5.0 CONDITIONS OF USE ASTM E283. 6.3 Reports of room corner'fire testing in accordance with The Icynene I-M-50"m and LD-C-50 v2 spray=applied. NFPA 286. polyurethane foam plastic insulations described in this report comply with, or are suitable alternative to what is 6.4 Test reports:in accordance with.ASTM El i6. specified in,those codes listed in.Section 1.0 of this report, 6X Test,report in accordance with NFPA 285;and related subject to the:following conditions: engineering analysis. i • ESR-1'826 I Most.Widely Accepted and Trusted Page 5 of 5 6.6 Reports of tests in accordance with NFPA 259, 8.2 Uses: l 6.7 Reports of fire tests in accordance with ASTM E970. The products comply with the above-mentioned codes as 6.8 For LD-C-,50 v2,an engineering evaluation, including described in Sections 2.0 to 7.0 of this report, with the full-scale fire testing, small-scale testing and fire revisions noted below, modeling. o Application with a Prescriptive Ignition Barrier: See 7.0 IDENTIFICATION Section 4.4.1, except attics must be vented in accordance with;2006 IBC Section 1203.2, and crawl All packages and containers of Icynene LD-C-50TM and space ventilation must be in accordance with 2006 IBC LD-C-50 v2 must be labeled with the Icynene, Inc., name Section 1203:3, as applicable. Additionally,.an ignition and address; the product,name; the flame, spread index barrier must be installed in accordance With.2006 IRC and the smoke-developed index; the shelf life expiration Section 13314:5.3 or 133,14:5.4,as applicable, date; the label of the inspection agency (lntertek Testing 0 Application without a Prescriptive Ignition Barrier: Services);.and the evaluation report number(ESR-1826): See Section 4.4.2, except attics must be vented. in .Intumescent coatings are identified with the accordance with Section 1203.2 of the 2006 IBC or manufacturer's name and address;the product trade name Section R806 of the, 2006 1RC, and crawl; space and use instructions. ventilation must be in accordance with Section 1203.3 of 8.0 OTHER CODES the 2006 IBC or-Section R408 of the 2006 IRC, as applicable, 8.1 Scope: a Jobsite Certification and Labeling: See Section 5 6, In addition to the codes referenced in Section 1.0, the except jobsite certification and labeling must comply products recognized in this report were evaluated for with ;Sections 1.02.1.1 and 102.1.11, as applicable, of compliance with the requirements of the following codes: the 2006 IECC. 0 2006 International Building Code'(2006 IBC) a Protection Against Termites: See Section 5.7, except ® use of the insulation in areas where the probability of >a 2006 lnfemationalResidential Code (20061RC) termite infestation is "very heavy" must be in 0 2006 lntemational Energy Conservation Code accordance with Section R320,5 of the 2006 IRC. (2006 IECC) i TABLE 1-THERMAL RESISTANCE(R-VALUES).FOR LI)-C=50'and LD-C-50 v2 THICKNESS,(inches) R-VALUE,(°F•ft2•hlBtu) :...................... .:.::..:.::...:....:..: -..-_..:...—:-=_=.:.:,..:..-...:--.. ,....—.-:...................._................._.....1:........................................_..... _._._._. -- .3,7 — __ _............ _........_.......... 2 7 3 11 3.5 13 4 14 5 18 5.5 20 6 22 7 25 7.5 27 8 29 9 32 9.6 34 10 36 11.5 41 14 50 20 74 For Sk 1 inch=25.4 mm,1°F ft2•hlBtu=0,176 110°K•m2NV. 'R-values are calculated based on tested K values at 1-and 3.5-inchthicknesses, 2R-values greaterthan 10 are rounded to the nearest.whole number. I f I KYNENEOCIassi'c Mafm 0 KYNENEO (LD-C-500 - Complying with ICC-ES REPORT 1826* THE EVOLUTION OF INSULATION INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1 101.2,N1 101.4,N1 101.8 2009 IRC-N1 101.2,N1 101.4,N1 101.8 2012 IRC-N1 101.3,NI 101.7,N1 101.12 Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area insulated Aged R-Value Thickness' Attic Area* R- at inches Sloped Ceilings R- at 0inches Walls(location): j R- at inches Walls(location): R- at.................. .............. .....7 inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at 0inches Other(location): R- at inches Nominal thicknesses are representative of field,spray.-applied foam material. Jobsite Address Date of Insulation Installation Building Contractor ................. ............ ............... .............................................* Insulation Contractor Insulation Contractor Phone ............................................................................................................................................................................................... ............................. Installed By INSULATION CERTIFICATE ® DO NOT REMOVE Please post near electrical panel. *The foam plastic has been installed in accordance with the terms of Section 4.4.2.2of ESR-1 826,and that any alterations to the attic must be consistent with those requirements. wW '10MENEJ-6M ICYNENE 11� 7' b6116 RoA Miss'issovgj�pON LSNW-Canada, pr: a % , i� s "Q p r' E DONE APPLICATION - NO IGNITION BARRIER REQUIRED ES TIME MONEY n r O TM % �," �c 6b`l � v , ICYNENE' Classic Insulation'sEvolution starts here! lcynene`s latest product innovation, lcynene Classic Max, eliminates 'the need for an ignition barrier-in residential applications. it Saves "+ ' you money and time. Thanks to Icy nene`s innovation, installing spray foam doesn't need to - --`----� be a lengthy,multi-step process. Icynene Classic Max is tested and certified to be sprayer in all residential applications with no ignition ' barrier required. Get on with the job. Icynene Classic Max is a one and done application.This new product � innovation also offers a higher yield and superior adhesion to provide a seamless air barrier that v�forks immediately! Icynene Classic Max is designer to last as long as your design. � tt f fGb � Visit us online at www.icynene.com 9 ICYNENE' THE EVOLUTION OF INSULATION" ` i r Ignition Barrier Free ALL residential applications no longer require an ignition barrier, including unvented attics Higher Yield � µ Up to 5t)"`'<� better yield than competitive sucrose;-based products Better spray coverage Superior Adhesion m Improved adhesion to more surfaces and to itself Improved Spray-ability Ease of control allows for improved application Low Odor�w,�..__,�.__.M * 1Mproved working conditions with low odor product THE ICYNENE CLASSIC MAX ADVANTAGE WHAT T BUILDERS ARE SAYING When compared to competitive sucrose-based products "We support innovation that allows us to eliminate available on the market, Icynene Classic.: Max: costs, like unnecessary ignition barriers. 1 his is critical a Achieves up to 50%higher yield upon application to our industry and to our business specifically." * Has greater spray-ability, meaning no dripping or Robert Smart..COO ofS.rvie ;lines in Raleigh,N shrinkage when sprayed * Has a wide temperature range for applications, ESR INFORMATION making it suitable for any climate When I..D-C-50v2 is applied at thicknesses above * Is not considered a food source for pests 5 Yz'' on the roof deck and 1 'Y2" over studs"... " the insulation may be exposed to the attic without WHY IS (E-FREE IMPORTANT? a prescriptive ignition barrier or an intumescent a, unvented attics represent a significant amount coating." (Excerpt taken from ESR 1826 for Icynene of residential spray foam applications Classic Max- I._D-C-50-v2) * More cost effective application, enabling installation in more homes * One step application eliminates the need for Proud to be associated with: additional visits * Removes the difficulty of applying an ignition tkbarrier as well as the liability of a poorly installed GREEN' « SCHOOLS ignition barrier APPROVED MEMBER ..... ICYNENE' THE EVOLUTION OF INSULATION'*' t Re wwwal ftYN ENK,E. ®:. _ . .>. ., _ter ..�....__. ,-•, az..., ».�-�.:.<, ..< ICYNENE Classic MaxTM-USA flexible foam blanket of millions of tiny air Water vapor transmission properties: cells,filling building cavities,cracks and crevices in the process.It adheres to most (ASTM E96 Desiccant Method) construction materials,sealing out air PRODUCT SPECIFICATION infiltration.Excess material is easily trimmed - 11 perms @ 5.5" off,leaving a surface ready for drywall or 1. PRODUCT NAME other code-compliant finish. In those situations that warrant a vapor retarder,a supplemental layer of polyethylene ra may be used.Alternately,low vapor 4. TECHNICAL DATA permeance paint either directly on the foam or UaS.Rc Ma (Based on Core Samples) as a primer for the interior drywall may be LD-C-50-v2 used. ICYNENE Classic MaxTM is a trademark Thermal Performance Water Absorption Properties for light density,open celled,flexible,100% Thermal resistance(ASTM C518) water-blown polyurethane foam insulation Water can be forced into the foam under manufactured by Icynene Inc.ICYNENE - R/in =R3.7 hr.ftZ°FBTU pressure because it is open celled.Water will Classic MaxTM spray formula is a nominal 0.5 drain by gravity,given favorable drying lbs/ft3 density,free rise material. Average insulation contribution in a full fill potential,and upon drying all chemical and stud wall: physical properties are fully restored. 2. MANUFACTURER - 2"x4"=R13 Acoustical Properties ICYNENE Classic MaxTM(LD-C-50-v2)is - 2"x 6"=R20 Made on-site from liquid components Performance in a 2"x 4"wood stud wall: manufactured by Icynene Inc.Installation and ICYNENE Classic MaxTM provides more on-site manufacturing is supplied by effective performance than the equivalent R- STC Sound Transmission Class—37 independent Icynene Licensed Dealers. value of air permeable insulation materials. Hz.Freq. 125 250 500 1000 2000 4000 ICYNENE Classic MaxTM is not subject to ASTM E90 19 30 31 42 38 46 3. PRODUCT DESCRIPTION loss of R-value due to aging,windy conditions,settling,convection or air NRCNokReductionCoefficient-70 ICYNENE Classic MaxTM is a light density infiltration;nor will it be prone to traditional Hz Fmq. 1Z 250 500 1000 2" 4000 formulation of spray foam insulation.Icynene moisture intrusion via air leakage. ASIMC423. .11 .43 .89 .72 .71 .67 is the pioneer of high yield, 100%water- Air Permeance/Air Barrier/Air-Seal Burn Characteristics blown polyurethane foam technology for air sealing and insulating buildings. ICYNENE Classic MaxTM fills any shaped ICYNENE Classic MaxTM is a combustible ICYNENE Classic MaxTM insulates and air- cavity, and adheres to most construction product and is therefore,consumed b flame, seals in one step for maximum energy materials, creating assemblies with very low but will not sustain flame upon removal of the conservation while minimising the air permeance.Additional interior or exterior flame source.It leaves a charred foam environmental impact during manufacturing air infiltration protection is subject to residue.It will not melt or dri ICYNENE and construction.Significantly reducing air applicable codes. p• Classic MaxTM is subject to all applicable leakage means ICYNENE Classic MaxTM National/State and County building codes contributes to a healthier,quieter and more Air permeability of core foam: regarding fire prevention.Requirements for comfortable indoor environment,while Thermal Barrier and Ignition Barrier reducing energy consumption and related ASTM E283 coverings must be met as per the applicable greenhouse gas emissions by as much as 2 building code having jurisdiction. 50%. - 0.009 L/s'm @ 75 Pa for 3.5" ICYNENE Classic MaxTM is an effective Air permeability of a 2"x 6"wood framed vapor permeable air barrier material that can wall assembly: U.S.Fire Testing move with the building to maintain the air ASTM E2178 barrier characteristic against energy-robbing Surface Burning Characteristics air leakage for the life of the building. z Convective air movement inside wall cavities - 0.01 L/s'm @ 75 Pa for 5.5" (ASTM E84)@ 5"thickness is virtually eliminated,providing more uniform temperatures throughout the All buildings insulated and air-sealed with ICYNENE Classic MaxTM must be designed Flame Spread <25 building. to include adequate mechanical ventilation/ The result is superior quality construction, outdoor air supply.See ASHRAE Standard 62 Smoke Development <_450 with higher comfort levels and lower heating —Ventilation for Acceptable Indoor Air and/or cooling costs.Energy savings will vary Quality. *flame spread rating not intended to reflect depending on building design,location,etc. Water Vapor Permeance hazards under actual fire conditions. ICYNENE Classic MaxTM is applied by spraying liquid components onto an ICYNENE Classic MaxTM is water vapor Unvented Attic open wall,crawl space,ceiling surface or permeable and allows moisture to diffuse cathedral ceiling.There it expands through the insulation and dissipate from the ICYNENE Classic MaxTM can be applied to the approximately 100:1 in seconds to provide a building envelope. underside of the roof deck and be left bare if its thickness is a minimum of 5'/z inches at roof decking and 1'/2 inches at roof framing to a Proper handling and use is required to avoid 9, REGULATORY maximum of 20".Refer to evaluation report exposure to reactive chemicals in their for details. unreacted state.For more information, ICYNENE Classic MaxTM(LD-C-50-v2)has Electrical Wiring contact the Spray Polyurethane Foam been tested as per the requirements of the Alliance or the American Chemistry Council. International Code Council—Evaluation Newly insulated areas have been shown to be Service's AC377 Acceptance Criteria(June ICYNENE Classic MaxTM has been evaluated safe for occupancy 24 hours after installation 2011).A thorough engineering evaluation has with energized 14/3 and 12/2 residential wiring is complete. been conducted for unvented attic fire (max.122°F).It is chemically compatible performance requirements. with typical electrical wiring coverings. ICYNENE Classic Max—is CHPS E.Q. 2.2/Section 01350 Compliant and listed The following evaluation reports apply to this Note:For any insulation of older knob and as such in the Collaborative for High product tube wiring,please reference local electrical Performance Schools(CHPS)Low Emitting code. Materials(LEM)Table. - ICC ESR-1826(I D-C-50-v2) Based on the 3rd party test evidence submitted, Corrosion The reaction used to create ICYNENE this product was found to comply with: Classic MaxTM generates carbon dioxide to IRC-2006-2009 ICYNENE Classic MaxTM did not cause expand the foam.Carbon dioxide has a very IBC-2006-2009 corrosion when evaluated in contact with low Global Warming Potential(GWP of 1). IEC—2 20—20 009 steel at 120 F and 85% relative humidity - conditions. Not intended for exterior use.Not to be installed within 3"of heat emitting devices 10. RELATED REFERENCES Plastic Piping or where the temperature is in excess of 200°F,as per ASTM C411 or in accordance All physical properties were determined through ICYNENE Classic MaxTM is compatible in with applicable codes. testing by accredited third-party agencies. direct contact with CPVC piping systems,as Icynene Inc.reserves the right to change per Paschal Engineering Study for the Spray specifications in its effort of continuous Polyurethane Foam Alliance(SPFA). 5. INSTALLATION improvement.Please confirm that technical data literature is current. Bacterial or Fungal Growth and Food ICYNENE Classic Max—is installed by a Value network of Licensed Dealers, trained in the installation of ICYNENE Classic MaxTM. 11. PACKAGING AND STORAGE Independent testing conducted by Texas Tech Installation is generally independent of Packaging 55 U.S.gallon steel University has confirmed that ICYNENE environmental conditions.It can be drums Classic MaxTM is not a source of food for installed in hot,humid or freezing conditions. mold;and as an air barrier material,it resists Surface preparation is generally not necessary. Component`A' 550 lb.per drum the airborne introduction of moisture, Within seconds,the foaming process is nutrients,and mold spores into the building complete. Base Seal®MDI envelope. Environmental/Health/Safety For information on Health and Safety,refer to Component`B' 500 lb.per drum the Spray Polyurethane Foam Alliance Health and Safety guidance documents at ICYNENE LD-C-50-v2 ICYNENE Classic Max—is 100%water- www.spraypolyurethane.com B-Side Resin blown and therefore contains no ozone- depleting blowing agents.It is also PBDE-free. Storage It has been thoroughly evaluated for in-situ 6.AVAILABILITY emissions by industry and government Component A,Base Seal®NMI and Component experts.VOC emissions are below 1/100th of Contact Icynene Inc.at 800-758-7325 or visit B,ICYNENE LD-C-50-v2 Resin ideally should the safe concentration level(TLV)within our website at www.Ieynene.com to find a be stored between 60 F and 90°F. hours following the application of ICYNENE local Icynene Licensed Dealer/Contractor. Classic MaxTM. Component A,Base Seal®,should be protected 7. WARRANTY from freezing. Component B, ICYNENE LD-C-50v2'Resin, WHININSTALLIDPROPERLYINACCORDANCE can be frozen but must be protected from On' WITH INSTRUCTIONS,THE COMPANY WARRANTS THAT THE PROPERTIES OF THE overheating 120 F and prolonged storage above PRODUCT MEET PRODUCT 100°F. SPECIFICATIONS AS OUTLINED IN THIS PRODUCT SPECIFICATION SHEET.SAVE Component B, ICYNENE LD-C-50v2rm Resin, ICYNENU AND EXCEPT ANY EXCLUSIONS may separate during storage and should be :+e•caman,.er:icaca.nnaccxenavccFio�cux• REFERENCED IN THE WARRANTY. mixed thoroughly prior to use. Telephone: 905.363.4040 8. TECHNICAL 12. INSTALLATION Toll Free: 800.758.7325 SPECIFICATIONS Facsimilie: 905.363.0102 Icynene Licensed Dealers and Icynene Inc. Website: www.Icynene.com provide support on both technical and Must be installed by Icynene Licensed Dealers. Email: inquiry@Icynene.com regulatory issues.Architectural specifications Refer to the Icynene Installer's Manual for in CSI 3-Part format and design details are expanded information. available at our website at www.Icynene.com. SL-213-01—November 2012 Markup Legend EXTERIOR WALL ELEV=99' COLOR/LINETYPE LEGEND STATIC: 45psi BLUE LINES= FEED TO FIXTURES (BATH, SHOWER, ETC.). z N Delete Line -- RESIDUAL: 40psi GREEN LINES= INTERLEVEL CONNECTIONS. BLACK LINES= SPRINKLER HEAD TO SPRINKLER'HEAD. z FLOW RATE: 300gpm 1 1/4" COPPER Sy = 1/2" PIPE SIZE a ZZ o Add Line - - - TO SYSTEM = 3 4" PIPE SIZE �' o ° o / z � o z s.1 � = 1" PIPE SIZE � ', � ° � Add Tee i� _ o a� @ U I I ELEV=94 1-1/4 PIPE SIZE Q V) Q Td > U-z = 2" PIPE SIZE ` u N W Add Elbow 1 1/4" FULL PORT 6BALL VALVE V, V) z Add Coupling ELEV=91' can N U � W � z 0 SPRINKLER SYMBOL DEFINITION LU O XXX-X E�- z � '1' Acid Head ���\A.2 �iA 3� sTR 3/4 METER IT Ln o X(sl)(s2) _ CO i . i ELEV=94' Y 4 W N 0 0 L ? Delete Head � .�* MOST HYDRAULICALLY REMOTE HEADS SLOPED CEILING MAX. SLOPE OF 8:12 ~ Ln ~ (33.70) PITCH (MAY NOT APPLY) 90' OF HEAD # GPM PRESSURE REQ'D AT STREET SLOPED CEILING MAX. SLOPE OF 4:12 Move Head -o -0 1 HEAD H. 18 36.7 (18.4°) PITCH (MAY NOT APPLY) 1 1/2" GALVANIZED STEEL MAXIMUM SPACING (TYP) z 2 HEAD H.3 & H.2 26.0087 40.91 W z Ce W o Note: All revisions must be reviewed by Uponor SPRINKLER MODEL (TYP) o m a W 0 X z Table F002-1 3. 1 g z a o HEAD SYMBOL (TYP) a > ¢ aYm °CQ �u�iz �z y y 3 WATER SERVICE DETAIL o ozozjowWojoa °O Multipurpose Fire Safety Systems SENJU SPRINKLER Model RC-RES Flat Concealed Pendent Quick Responce 0 o ~ N N W Op tn�- OawOOU� Wtna The Uponor Residential Fire Safety System is a residential fire protections - - - 5 K=4.9, 162F°, 7/16" Orifice, Maximum Spacing 18'x18' Li� -U F o 21W" m, °o w P Y Y system installed in combination with the cold side of the domestic potable F100 RC-RES-18 Sprinkler head demand: 18 gpm @ 13.5 a ~ W W a z ��no�n d, a � aoa �Qoc�p `"zwJwa water system. Only licensed contractors trained by Uponor can install this NTJ o o N r w z a a u o° p u z F vi system. SENJU SPRINKLER Model RC-RES Flat Concealed Pendent Quick Responce z 2�0 m a u �o Z a� Z z _ n LLI F = o�c� Z�z�� W ~ WoQ � � 23 K=4.9 162E 7/16 Orifice Maximum Spacing 16 x16 a W Q _o o W W ►- What to do if Changes are Required r ' ' ' If any features or obstructions require the addition or deletion of sprinkler RC-RES-16 Sprinkler head demand: 13 gpm @ 7.04 H i � V"U. G k r- z J w m W a W heads, or significant relocation of sprinkler heads, contact the Uponor Design _ _ o Y F�8'�Z a W � 3 9 U UZI Department to determine if observed changes require a redesign 7 1st Floor J- r . `rr' r� (II`� U = a zuzo o a �Ce z 9� z w a Q LL (888.594.7726). 6 2nd Floor ` �I.-^' .:_.._I'..'_._�L._ \ '-�� .I I ` = N W w N V W fw z �w w z o o 7 3rd Floor ;; �I� �WzwQ�=- � oc�w0Foczn= o 8 Basement mxavwi� ozoowc~n� ,l �J�Cd= o � ii =d_WWa rM U&w WZ W Z3- a< a a00 i28 TOTAL z 0 L' o W LL af w Co 'F- uwzZzozoz 00 > WzmzWoX %of =26001 UZ " Uj2: V) Wa.'. Uj C2013 i Za � a WW �nW � � oY � o0tu- L9CK Cecn ZW W \z0 .... JWJO W Wtnaa a' oa t� � ja. a. J 2UwwF- oazSOwO'- XgZ Q PORCH H.9 STORAGE ' RC-RES-16 H.20 NEw ' 0 RC-RES-16 Uj 1 AQUAPEX INTERLEVEL CONNECTIONS FROM FIRST � 08910. FLOOR TO SECOND FLOOR HALL 'OROFFSSIONp.� H.5 , 40 H.16 i \ RC-RE�- 6 , T.41 H.15 H.28 RC--R-5 6 ' '�'� ,p RC-RES- 1 r 4 RC-RE 16 - RC-RES-16 � \ \ LIB � „� � �� � DINI� ' � 1 NQUAPEX INTERLEVEL - _ ( ���� � � S 1 1/4 COPPER -' CONNECTIONS FROM \ HALL ?TOR GE TO SYSTEM N _ \ •� > ,,,i H.zO l - BASEMENT TO FIRST FLOOR�� .� un RC-RES \ ,sD - � _ E O o o . '4 :� U- \ tD _ N Ln N � � � T59 / / � \ ` � _ S.1 MAIN SHUTOFF � o o � o 0 VALVE LOCATION ko m M M .31 i T.65 6 T 9 M � � N � ,� M ko • - T.33 O W _ co � Q' RC-RES-1 T.58 N - --. - _ W N z 0. 64 T.46 H.17 2, - - / .18CD W z QQaWWQ . - I . LIVID f Cn �' z � oWO = H.6 T.425 RC- _v SD H \ SRC=REST6 \ O k' 'ES IO Q aauziato00 °� RC-RES-16 F.6 F.12 T.32 - H.27 z `� F.1 M. T 34 T 45 1 1 1/4 COPPER z 3 i e I�iGHEDIC)0 �� I_. FROM EXISTING O w .G - �. \ .48 "�--'' s � METER LOCATION Q NLl = . \ l TO NEW METER Q _..I W as T 430. I T.49 l LOCATION. Lam.. BRE .I�FA T � �..�, F.2 � .4 v F.3� SD g RC-RES-16 \ M.44 r �- '-' aca N 10�3� U- 4jKIDRY BATH ' � � O O ° O Q f.. N 0- M�j , F.13 T.52 T.68 LL w Ul m 2:U I i F.14 F.16 F. l r t� o _ � cc w W O r �- r � m Q O v , zoz6 o .r..� v9Sa � N _ LLJ� 00 Z 0 o U U U 1-4 32' 5" 32' _ 5 +! - SHEET DESCRIPTION r, BASEMENT LEVEL & .� 2 FIRST FLOOR BASEMENT LEVEL FIRST FLOOR F100 i 4�� _ i _O�� F100 i /I if i 1.011 21 SHEET NUMBER o / 1 1/`t 1 5 0 5 15 a� ili�lu H 1/4" = 1'-0" Markup Legend SPRINKLER SYMBOL DEFINITION COLOR/LINEIYPE LEGEND BLUE LINES= FEED TO FIXTURES (BATH, SHOWER, ETC.). z N Delete Line �C? XXX-XX(sl)(s2) GREEN LINES= INTERLEVEL CONNECTIONS. BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. „, � z 2: SLOPED CEILING MAX. SLOPE OF 8:12 y � 0 = 1/2" PIPE SIZE Qa Ad'd Line — — — (33.70) PITCH (MAY NOT APPLY) = 3/4" PIPE SIZE 0 °' o SLOPED CEILING MAX. SLOPE OF 4:12 z �a , z Add Tee (18.4°) PITCH (MAY NOT APPLY) = 1" PIPE SIZE MAXIMUM SPACING (TYP) I = v) a� , w a . _ ° 1-1/4" PIPE SIZE ""'" � Q� �;a SPRINKLER MODEL(TYP) 2 = 2" PIPE SIZE � w � " � �' HEAD SYMBOL TYP U, rn 7 Add Elbow Td (TYP) U. LU 0 Add Couplings `�,, U) v N z ° J � n � � r` L LU Add Head - --@--�- z J 3: �-�( W 00 W Delete Head -(x)- I-- u, ~ W � i ♦ � ice''—�.♦ � i Move Head �O♦ �O♦ w Zaw Note: All revisions must be reviewed by Uponor z m ¢ca Uj a=z z TableF002-1 0 = oZ< ? zaN� odoo aj -j � W4 E- z42pa, Q a cn z Multipurpose Fire Safety Systems _Z z a o Z Z W o N The Uponor Residential Fire Safety System is a residential fire protections system installed in combination with the cold side of the domestic potable z W O LU R- a o v, w a} O a w � O�� water system. Only (licensed contractors trained by Uponor can install this o -, Q a 2 a F Q o ~ z w J z a system. 0aw ¢ �cn,,, � � SU < twnwI<Z<(n 2a�uwFw=- vi Y zz5:0 . f OWU4OWa �� W r- zcepz(4zw� �Yp '< w What to do if Changes are Required w w O w w u If any features or obstructions require the addition or deletion of sprinkler H = � -' a�_ >-Ln w m w a -' Q heads, or significant relocation of sprinkler heads, contact the Uponor Design w Q a z g a a '"Q MW J, 0xzCywu)�CeZa►ti(In � � x Department to determine if observed changes require a redesign U a z = a z �' a O= w O z a U) Q � UzOQUaU .-Uw �: < o wU(n wF-l7W =Q F- z (888.594.7726). Fy = ,�w O wci0° zi=-� '-;�... h- Qz ¢O ?� ~> a =wn ? ozoo�� a o o =ZU' a� 8 y WW �V w w w 32z WMzxwQwwzf- < -j X < m pa2~ W aYOUawC7u�zuj < LU UF- Iw,zzMxO W =2� 620�-� � ) aW WJ � �WWW W = HWU) U-U QYu. O0x '=Uww �- 4z : WOxQ QQn U ¢ UR0V) W 2-: z- 1" AQUAPEX INTERLEVEL CONNECTIONS FROM FIRST f IN 1 AQUAPEX INTERLEVEL FLOOR TO SECOND FLOOR CONNECTIONS FROM SECOND / ,r FLOOR TO THIRD FLOOR r* n N a RC-RE 16 H.26 / H.11 / CLa. RC \ T.36 �, \ ��pRO�E9 IQNP��� RC-f� --16 E.N ' RC- -S-16 ss )SDlor 4" = T.54 RC- -RES-16 O F«E Cn H.13 00 � \ � ; ^ VJ ---�---�--- RC-RES-1�, T.61 0� _ " Ln 6 co N O O O 1 / / Cll M co F- N N .Mi rr) _ - / / -H.1 \ RC R SE�- 6 - l� H i� 0SL-D RC-R \ ;SAL a. H.23 0 z W T.38ca R9TTI--- Z �� �/ 7 H.25 � SD T.3� / = � 11J Q Z W M g�a _ RC RES-16 � _ / W W Z b u Q t u W CL N� SD B���00� T.39 I T.56 ( BED C Ln oldCD H.3 .14 \ \ , / BATH \ , / z > RC-RES-160C-RES- —s T , W W BATHROOM F.7 = Q J W _ Cz CL F.8 F— ~ � Or. o ° D J n / /1 �C Q � N a (n M M Ln m � U .'-'-iOF- i � W 0 0 32 AE = 32' - 5" +/- VIF } m a 0(1) mooC)Z o O O ~ z U Q MQ- 0 n (14 2 THIRD FLOOR SECOND FLOOR ° ° RZ Ln SHEET DESCRIPTION � F101 1/4'� -- _O�� F101 1 Ll, i� _ i`O�r SECOND & THIRD FLOOR Ln M SHEET NUMBER 5 0 5 15 t 1/4" = V-0" H Senju RC-RES: Open Web Truss Construction See General Notes 8.6.3 for Closet Requirements Slope Guide AquaSAFE T" GENERAL NOTES: ProPEX LF Brass Fire Slope: Pitch: Slope: Pitch: Sprinkler Adapter Tee Fire Sprinkler Adapter The least dimension Square footage does not Rise/Run Degrees Rise/Run Degrees z N 1. THIS SYSTEM IS DESIGNED AS PER NFPA 13D 2010 EDITION AS A RESIDENTIAL MULTIPURPOSE SYSTEM. Push-on Nut exceeds 3 ft (0.9 m) exceed 24 ft2 (2.2 m2). w 0/12 Z SECTION 3.3.9.3 1 %4" Min. Sprinkler Required Sprinkler Not Required 00 9/12 36.870 Ln 4'-1" 5'-0" 2. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON 1 %2" Max. 11 1/12 4.760 10/12 39.810 w E;: I MBottom of Mounting o THIS SHEET. THESE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY Bracket to Face of Truss CLO 2/12 9.46° 11/12 42.51° > 4 00 AND UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXTENT OF THE LAW. 04 _ CLO - 2 O Fire Sprinkler Adapter r, o ° ° u) a, a 7 Mounting Bracket 12.6 SQ. 15 SQ. 3/12 14.04 12/12 45 w a O 3. THE DESIGN OF THIS SYSTEM IS DICTATED BY SPECIFIC CEILING HEIGHTS AND ROOM SIZES. IT IS THE M FT FT o Q rn U)U RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE CONDITIONS SHOWN ON Square footage exceeds 4/12 18.430 13/12 47.290 �N uj rn THESE PLANS ARE EXACTLY AS THEY EXIST IN THE FIELD. DEVIATIONS FROM THE DESIGN MAY CAUSE ,� u' ( ) W 3-#10 x 1/2 ----- 24 ft2 2.2 m2 .�- u °J M > ' THE SYSTEM TO BE UNABLE TO CONTROL A FIRE. IF THE BUILDING CONSTRUCTION DIFFERS FROM THE Full CourseSprinkler Required 5/12 22.62° 14/12 49.40° 3 U. w O FIRE SPRINKLER PLAN CONTACT THE SYSTEM DESIGNER IMMEDIATELY. 9 _8 tc a) u7 Z Thread S rewsLu In Botto Holes 6/12 26.570 15/12 51.340 ,.. _ �; N z oa 4. THIS SYSTEM AND THE ACCOMPANYING HYDRAULIC CALCULATIONS ARE DESIGNED IN COMPLIANCE - _J U) r` U-)WITH NFPA 13D 2010 EDITION. CLO 7/12 30.26° 16/12 53.13° M o " n oo ° ° Z � o- 5. STAND ALONE OR MULTIPURPOSE, WET PIPE SYSTEMS ARE NOT PERMITTED TO USE ANTI-FREEZE. Lead-Fre Plaf'•. ;• 25.8 SQ. 8/12 33.69 17/12 54.78 = Concealed enJu Concealed Flat `" Imo' w rn ° w 6. MODIFICATIONS ARE PROHIBITED. SPRINKLERS THAT HAVE BEEN PAINTED, CAULKED, MODIFIED OR Sprinkler Head Cover Plate 18/12 56.31° F- 'n ~ w DAMAGED MUST BE REPLACED. 7. WATER SHUT OFF VALVE IS NOT PERMITTED. Senju RC-RES: Traditional Wood Framing Construction Insulation Recommendations NFPA 13D Table 7.5.5.3 Distances From In areas subject to freezing, care should be taken in unheated attic spaces 8. OWNERS MANUAL_ MUST BE PROVIDED TO THE OWNER. to cover Uponor AquaPEX tubing completely with insulation. Insulation Heat Sources w w should follow the guidelines of the insulation manufacturer. See Uponor Q m ¢c� z ° 9. AT THE MAIN SHUT OFF VALVE, A TAG OR A SIGN STATING THE FOLLOWING IS REQUIRED; WARNING, ProPEX L Brass Fire Document "Uponor AquaSAFE Attic Insulation Guidlines" for attic a w � a uw Z z o a a THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND Fire S rink) r Adapter Ordinary Intermediate > ¢ Y m ¢ - z z Q Sprinkler Adapter Tee p p installation guidelines (Provided in Contractors Documents package or online Heat Source Temp. Temp. o = o Z Z : R a (n H o ¢ 0 0 PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR Push-on Nut at www.Uponorpro.com o_ o o_ o z "' w a r U)w AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM SUCH AS WATER SOFTENERS )' 135 170 175 225 U) � 0 0- w O 0 Z LU w to ZZ V1 � F- pZcZw0W FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM 1� Side of Fireplace 36" 12" Z -N o N o}c 0 W a o� WITHOUT REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOT 1 74' Min. Extreme Temperature Installations Front of Fireplace 60" 36" o o a a w o o " z w� w ¢ E ]]REMOVE THIS SIGN". 1 /2 Max. AquaSAFE Residential Fire Safety systems are often installed in attics or o O o o" z , Z o a w Fire Sprin ler Adapter Bottom f Mounting other areas exposed to temperature extremes of heat and/or cold. Follow Wood Burning Stove 42 12 U 6 w w w a (A w o D Q J w i- U 10. ALL INTERIOR PIPING TO BE UPONOR "A uaPEX@" UNLESS NOTED. Bracket to ace of Truss "U m X U o z a f z q Mounting Bracket the recommended extreme weather installation instructions to isolate and Kitchen Range 18 9 iDL z z >0 N W � swi- z zcx> w O¢ protect system components from extreme temperatures. Because this Wall Oven 18" 9" a U N o o M o W W W U P- _J �L 11. UPONOR "AquaPE:X" TUBING TO BE SUPPORTED PER NFPA 13D AND MANUFACTURER'S '� y Y plumbing . Hot Air Flues 18 9 w w `n ¢ w 2-#10 x 1/2 system also delivers domestic cold water direct) to lumbin fixtures H = ~ 1 w m w ¢ -' RECOMMENDATIONS. U � a ¢ 5zgz -' UJ LU Full CourseUponor highly recommends that you protect the tubing with adequate •1 Q Lu U W o: W ¢u w a w w Uninsulated Heat Ducts 18 9 J ►- U 12. MINIMUM SPACING BETWEEN SPRINKLERS IS 8'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING Thread S rews insulation in warm weather areas to minimize heating of the cold water (� z i a Z w a o z ���' a >' In Top H les su I Uninsulated Hot Water Pipes 12 6 (n a ZOO U 0 U a oa Z u < LO BETWEEN SPRINKLERS AND FROM WALLS. supply. F„� >- a w U M ai UJ w Z w w Z O Side of Hot Air Diffuser 24 12 = w� mO� N ~ icy, Zcoz 13. SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOMS DUE TO LIGHT FIXTURES OR OTHER CEILING Installation methods include but are not limited to: Front of Hot Air Diffuser 36" 18" Z W Z> a x u' °w z w a u- _ `cp: • �� n c0 � ¢ Z t_ W V) . O Z O 0 w to l¢-• MOUNTED OBSTRUCTIONS. Lead-Fre Flat WW Tenting over the fire sprinkler piping. Hot Water Heater 6 3 o o= L9 3. a N dw W U W Lou • Additional layers of batt insulation. _�Z w W 0 u_ w o a ¢ = Conceale enu =;9 Furnace 6 3 Li 0 = ow0Q0WWM _ ►- � � 14. THE PLUMBING TIE IN CONNECTIONS ARE SCHEMATIC IN NATURE AND CAN BE INSTALLED OFF THE J Concealed Flat . Increased depth of blown-in insulation. u. Z = P u. a V o o - w_ z ¢ SPRINKLER LOOP ANYWHERE BETWEEN SPRINKLER TO SPRINKLER CONNECTION. Sprinkler Head Cover Plate 50W-25OW Light Fixture 6 3 O >. o u w w =z Z z 0 Z 0 Z LnUmi'• ULuWOZZZ Zw n Caution: If you will be installing spray foam insulation, make sure to 250W-499W Light Fixture 12 6 Lu Z o„Z o 0 U a = a o w 15. THIS SUGGESTED LAYOUT IS BASED UPON INFORMATION PROVIDED BY OTHERS. CHANGES IN ►- w �^ -J W w U w z ¢ protect all components during application. Consult with the spray foam W Z ¢ ¢ _ �-Z o: U w Ce CONSTRUCTION OR FIELD CONDITIONS MAY OCCUR WHICH MAY REQUIRE CHANGES TO THE LAYOUT. Senju RC-RES. TJI Construction manufacturer to ensure compatibility with all products before application. �, Z 0 ¢ °z a w 0 z o�? w L o w IT IS THE RESPONSIBILITY OF THE INSTALLER TO NOTIFY UPONOR TECHNICAL SERVICES OF SUCH u w w F¢-O ¢ z i o w o - X z Q CHANGES. i , 00tn3U ¢Urc� cn � w., Z < ProPEX LF Brass Fire Fire Sprinkler Adapter Consultation with local building officials is encouraged to ensure compliance 16. INSULATION GUIDE LINES PER NFPA 13D. Sprinkler Adapter Tee Push-on Nut with local building codes. • 8.3.1* WET PIPE SYSTEMS. A WET PIPE SYSTEM SHALL BE PERMITTED TO BE TO BE USED WHERE ALL Blocking Required - Co PIPING IS INSTALLED IN AREAS MAINTAINED ABOVE 400F, INCLUDING AREAS PROPERLY INSULATED TO © m MAINTAIN 400F. BendingPEX Tubing N N •• A.8.3.1 IN AREAS SUBJECT TO FREEZING, CARE SHOULD BE TAKEN IN UNHEATED ATTIC SPACES TO 1 %4" Min. g COVER SPRINKLER PIPING COMPLETELY WITH INSULATION. INSTALLATION SHOULD FOLLOW THE Fire Sprinkler Ada ter 1 %2" Max. The minimum bend radius of Uponor PEX tubing in any direction is six times m OF NF GUIDELINES OF THE INSULATION MANUFACTURER. FIGURE A.8.3.1(A) THROUGH FIGURE A.8.3.1(E) Mounting Bracket Bottom of Mounting the outside diameter (6 x OD). P SHOW SEVERAL METHODS THAT CAN BE CONSIDERED. 2-#10 x 1 1/2" racket to Face of Truss Bend supports are available for 3/8", 1/2", 3/4" and 1" Uponor AquaPEX Q _ Full Course tubing to facilitate 90-degree rigid bends. 1.55" 1.66" 17. NFPA 13D 8.6 LOCATION OF SPRINKLERS. Thread Screws 40 • 8.6.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY Recommended Tubing Length Between Fittings 1�� 3�� �� W 8.6.2 THROUGH 13.6.7. In Top H 1. - 4 Hanger 1 Hanger o m _ • 8.6.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT2 (5.1 M2) AND LESS Fitting Size Minimum Tubing Length • 8.6.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES 3/8" ProPEX Fitting 2" Tubing Support Spacing: THAT MEET ALL OF THE FOLLOWING CONDITIONS: (Anchor AquaPEX Tubing Securely Enough to Support the Tubing, Yet Relaxed ROFESSIONP (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 FT2 (2.2 M2). owl1/2" ProPEX Fitting 2 1/2" Enough to Allow the Tubing to Expand and Contract) 3 (2) THE LEAST DIMENSION DOES NOT EXCEED 3 FT(0.9 M). . 3/4" ProPEX Fitting 3 1/2" (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE Lead-FreE Flat 1. Along Horizontal Runs, Install Supports Every 32", if Horizontal Runs are rn MATERIALS AS DEFINED IN NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. Concealed � enJu 1" ProPEX Fitting 4 1/2" Continuously Supported, Place Tubing Supports at Six-Foot Intervals. u1 Concealed Flat • 8.6.4* SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, Sprinkler Head Cover Plate 1 1/4" ProPEX Fitting 5 1/2" 2. Along Vertical Runs, Install Supports Every Four to Five Feet, at Each AND SIMILAR STRUCTURES Floor and at a Mid-story Guide. ^� •• A.8.6.4 ALTHOUGH NFPA 13D DOES NOT REQUIRE GARAGES TO BE SPRINKLERED, SOME Co AUTHORITIES HAVING JURISDICTION TAKE IT UPON THEMSELVES TO ADD THIS REQUIREMENT In-line Flow Test NLOCALLY. IN SUCH CIRCUMSTANCES, RESIDENTIAL OR QUICK-RESPONCE SPRINKLERS WITH A 0 N The In-line Flow Test can be constructed on site. It performs a flow test to Ln 0 TWO-SPRINKLER DESIGN IN THE GARAGE WITH THE SAME PIPING USED IN THE REST OF THE Standard Riser Assembl CDo0 a, DWELLING MAY BE USED. IT IS RECOGNIZED THAT RESIDENTIAL SPRINKLERS HAVE NOT BEEN y ensure proper system operation and flow. 3 TESTED SPECIFICALLY FOR FIRES IN GARAGES, BUT FIELD EXPERIENCE HAS SHOWN THAT THE In amulti-purpose system a single control valve controls both domestic and � u_ SPRINKLERS HELP TO ALERT OCCUPANTS TO THE FACT THAT THERE IS A FIRE, CAN REDUCE THE fire safety needs. N 0 0 POSSIBILITY OF FLASHOVER, AND CAN IMPROVE THE CHANCES FOR OCCUPANTS TO ESCAPE. Uponor AquaPEX M 0 m o 0 _° • 8.6.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR Tubing ~ N Z M t'_ MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING w o UNIT VENTILATION EQUIPMENT, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, CRAWL SPACES, ANDLU 3: OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES AND DO NOT D m r----------------------------------------------- Z Q J ? F- Z CONTAIN FUEL-FIRED EQUIPMENT. lL N • 8.6.6 SPRINKLERS SHALL NOT BE REQUIRED IN COVERED UNHEATED PROJECTIONS OF THE BUILDING W az w v z O o AT ENTRANCES/EXITS AS LONG AS THERE IS ANOTHER MEANS OF EGRESS FROM THE DWELLING UNIT. i + + W Z U ¢ G w • 8.6.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING _ - / �1 r a I- ly- tL Lu < U CONDITIONS: V J Z _' O O cn U (1) THE TOTAL_VOLUME OF UNPROTECTED CEILING POCKET DOES NOT EXCEED 100 FT3 (2.83 M3). Male Threaded Coupling ProPEX Fire Uo Q a Ln a cn o 0 0 U 0 (2) THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE Sprinkler Adapter Z Ln c SPRINKLERS AT THE LOWER CEILING ELEVATION. t d O z F > (3) EACH UNPROTECTED CEILING POCKET IS SEPARATED FROM ANY ADJACENT o n - 1" Ball Valve > a � ,o Male Threaded Coupling D w UNPROTECTED CEILING POCKET BY A MINIMUM 10 FT (3.05 M) HORIZONTAL DISTANCE. n N = o (4) THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET IS NONCOMBUSTIBLE OR Female Threaded Q -� (n _ °'s c LIMITED-COMIBUSTIBLE MATERIAL. �, /� Tee with Water �•- c? Z a E (5) SKYLIGHTS NOT EXCEEDING 32 FT2 (2.97 M2) SHALL BE PERMITTED TO HAVE A PLASTIC COVER. f6 Meter Flow Gauge g C) m E Test Orifice - H °O Ene,. n � o Uponor Warning Signs W w tO L . °° W m � V � 00 ;v c 0 O E E Flow Test LL C = W w N a To ensure the system provides enough water for proper fire sprinkler m Q 0 performance, you should conduct a flow verification test. m ° o z z° o Main Fire Sprinkler Note: The NFPA 13D Installation Standard does not require flow t-•1 � v r h N Shut-off Valve verification. _ p p O M C c ° U U U z Before performing a flow verification test, confirm the water pressures by SHEET DESCRIPTION w u` contacting the Water and Sewer Department of your local city. Ensure the o d available water pressure matches the pressure used in the system design. GENERAL NOTES c a Note: The sprinkler plan indicates the most hydraulically remote sprinkler AND DETAILS o, 1 (or pair of sprinklers). For test requirements on other sprinklers, consult z your local code. ° ¢ 41 SHEET NUMBER M Note: It is a good idea to notify the fire inspector at least 24 hours prior to 0 performing a flow verification test. This may speed up the inspection process and eliminate the need to repeat the test for the inspector. e, _ __ __ Note: See "AquaSAFE Flow Test Instruction Sheet" (Provided in r Contractors Documents package or online at www.Uponorpro.com) for more information on Flow Test Setup, Assembly, Performing the Test and h Troubleshooting. If there are any questions please contact Uponor. MOOS AFE FIRE SAFETY SYSTEM. . . - r oa' � ti 08910, .. .. AROfFas.tONP� Uponor. �.. 5925 148th Street West v(� Apple Valley;MN 55124 E 800-3214739 .MAR'• 4 2013 BLDG:DEPT. TOWN OF'SOUTHOLD• Job Name: : .HOFFERT HOUSE-One Head Calculation (H.1.) Drawing :.RESIDENTIAL - Location 1070 MONTAUK•AVE. FISHERS ISLAND•NY 06390: .Remote Area. ;: 1 :: - . ' Contract 13027E ' Data File: : '13027F Hoffert:House.wx1 Computer Programs byHydratec Inc. -Route 111 Windham N.H. USA 03087 Uponor Page 1 HOFFERT HOUSE-One Head Calculation (HA) Date 2/26/2013 HYDRAULIC DESIGN INFORMATION SHEETI Name - HOFFERT HOUSE Date - 2/26/13 Location - FISHERS ISLAND NY 06390 Building - RESIDENTIAL I System No. - 1 Contractor - TOMS PLUMBING & HEATING Contract No. - 13027F Calculated By - BRENT KOTULA SET IV Drawing No. - 1 Construction: (X) Combustible ( ') Non-Combustible Ceiling Height 9 OCCUPANCY - RESIDENTIAL I S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - '18 Gpm System Type Listed Pres. at Start Point - 13.5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G .Note: Temperature Rating 162 N Calculation Gpm Required 18 iPsi Required 36.7 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 1/17/13 Rated Cap. Cap. T Time of Test - 12:00 @ Psi Elev. E Static ,(Psi:)_ - 45 Elev. R Residu'al (Psi) - 40 Other Well Flow (Gpm) - 300 Proof Flow, Gpm S Elevation - 94 P Local yion:r, STREET P tip,uJ 0 1 l ;, L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ . . .. . . .. . . .. . . : ::.:Water 5u.pp1Y Curve (C)': .::,. i. :. Uponor :Page 2:-:-.:. HOFFERT HOUSE=•One Head Calculation•(H.1) Date ' 2/26/2013 City Water Supply: Demand: : .. Cl -Static Pressure: 45....., D.1.­Elevation-: :10.827..:.,, C2-Residual.Pressure: .40 D2-System Flow .18.0037 C2_ Residual Flow :' .300 D2 System Pressure . :36.7.02. Hose(Adj City) ) . ......... . Hose(Demand) D3­-System Demand 18.0037 • - ' Safety.Margin . . 150;. 140 130 P 120 R.1.10. E 100:. ....... .'....... . ... . ... . ... S 90 U 70 R 60 E 50 C2 ing 30. 20 10 D1 50 100 16.0 200 250 300. 350 400 450'. Computer Programs by-Hydratec Inc. Route 111 :Windham N.H. USA 03087• Fittings Used Summary Uponor Page 3 HOFFERT HOUSE-One Head Calculation (H.1) Date 2/26/2013 Fitting Legend Abbrev. Name '/2 9/< 1 1% 1% 2 21/ 3 31/ 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Ec Copper 90'Ell 1 1 2 2 2.5 3.5 4 5 6 7 9 10 0 0 0 0 0 0 0 0 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Tcs Copper Cplg/Tee-Run 0.5 0.5 0.5 1 1 1 1.5 1.5 2 2 2.5 3 0 0 0 0 0 0 0 0 Utb Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 200T Uponor::" :: Pager 4 HOFFERT HOUSE:_One Head Calculation (H.1). .. . . .. ... . :: Date: 2/26/201`3 SUPPLYANALYS/S Node at Static Residual Available Source Pressure Pressure . Flew Pressure Total Demand . Required Pressure: STIR. 45.0 .. ..40. 300'.0. .. 44.973.:.. .18.0 . .. 36.702 .. NODE ANALYSIS .... Pressure".. Discharge .. ..:: .. . .. Node Tag• Elevation: Node Type• ; at Node at Node -Notes H.1.:' 1.19.0 ' 4.9 .' 13.5 18..0 T.37 1:19.0 '14.04 ' "T.39 . 1'l 9.0 14.36. T.43 109.0 :: 19.08:: T.66.:.. 99.0 :. 24:9. .. T.69 .:99.0 .24.95 :T.68 :99.0 .25.44 ... T.52 99.0 ' 25'.89, .. . .. S.1 .. . .. 94.0 :: 28.43:: MTR -94.0 3:5.74 STF2. 04.0 36.7 T.29 . 119.0 .' 13.9 T.30" 109.0: 19.06. T.31;.. . .. 109.0 . 19.12 " T.33 99.0 23.86 :. H.B.. 99.0 23.9. T.34 99.0 : 23.92:: .. .... T.45... 99.0'.. 23:98.. H.18 89.0 24.04 .. 24.12 .. T.64 99.0 24:12. T.65 99.0::: 24.82: H.4.? -1.19.0 . 14.06 'T.36 1:19.0 :14.18 T.35 129.0 9.95 H.10 129.0-.. 9.95:: T.53... .129.0 .. 9:96.. T.54 119.0 :: .14.34 -T.47 119.0 14.34 T.46., 109.0.'': 19:05:= H.1T. 109.0 :: 19.07:: T.49 '109.0 1.9.08 H.24 .109.0 T.63 . 109.0 19.12 T.62" 109.0,:: 19.15 : T.50. 119.0 .. . 14.16 r T.56 119.0 14.23 'T.55 '129.0 9.95 :.. H.14.' 120.0 : 9.96:: H.13: 129.0 .. 9:96.. T.38. 129.0 9.97 H.11 .1:19.0 ,14.23 .. . :: .. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 HOFFERT HOUSE-One Head Calculation (H.1) Date 2/26/2013 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 119.0 14.31 H.23 119.0 14.28 T.61 119.0 14.34 T.58 109.0 19.12 H.2 129.0 9.95 H.3 129.0 9.96 T.57 129.0 9.95 H.25 129.0 9.95 H.26 129.0 9.96 H.22 119.0 14.34 T.42 109.0 19.06 H.6 109.0 19.06 T.59 109.0 19.12 T.60 109.0 19.12 H.21 109.0 19.13 H.16 109.0 19.16 T.40 109.0 19.18 T.41 99.0 23.87 H.15 99.0 23.91 H.9 99.0 24.13 H.20 99.0 24.34 H.28 99.0 24.52 H.19 109.0 19.12 H.5 109.0 19.15 H.7 99.0 23.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .. .. . .. .. .. Final Calculations - Hazen-Williams Uponor: Page: 6 HOF.FERT HOUSE*One Head Calculation (H.1). Date:: 2/26/2013 H.yd. Qa .. . ;Dia. Fitting:' Pipe .. Pt. Pt. . .. Ref. "C" or Ftng's Pe Pv ******* . Notes. ****** Point::: Qt:: Pf/Ft. Eqv. Ln. : Total Pf On HA 8.43 0.862: 1_Utr 2:0 10.000 13'500 K Factor=:4.90 to ... 150:0. :: 0:0 2.000 0:0 T.37 8.43 0.0453 0.0 12.000_ 0.543 Vel 4.63. T.37 -4.57- ' 0.862 2Utb -34.0 • 2.000:- 14.043 to .' 150:0 .:: 0.0 .:: 28.000 0:0 T,39 3:86 0:0107 0.0 30.000 0:321 Vel= .•2.12 T.139 1.56' .:0.862 . 1 Utr :2.0 .17.178.' 14.364.: to. 150.0 .•.0.0 2.000:. 4.331 .. T.43 -5.42 0.-0200 0.0 19.178 0 384 'Vel= 2.98 T.43 0:89 0:862 1 Utb 17.0 42.000 19:079 to, 150.0 0:0 .1.4.000• 4.331.:: _. T,66 6.31 -:0.0265 -:0.0 • 56.000•. 1.485 :: Vel 3.47 T.66 .11.69 1.265: 0:0 .: 2.000 24:895 to .. 150.0. :: 0:0 , 0.01:: 0:0 .. .. . .. .. .. T:69 18.0 0.0285 0.0 2.000 0.057 Vel' 4.59 T:69 0.0 .- 1.265. 2Ec 4.0 A3.000. 24.952 to 150:0 0.0 4.000 010 T.68. :: .18.0: 0.0285 0.0. :: 17.000 0:484 :Vel= .4.59 T:68 0.0 : 1.265 . 1 Ec .:2.0 .1:4.000. 25.436.:: 150.0 •:0.0 -::2.000- 0.0 tp: T.52 18'.0: 0:0285 0.0 16.000 0:456 •Vel= 4.59 T.52- 0:0- 1:265' it 5.935 7.000 25892 to 150.0 0.0 :5.935 2.166 S.1 ::18.0 .. .A.0284. •:0.0 .-1.2.935.. 0.368 Vel. 4.59.. S.1 0.0: 1,265; 2E 5:935 5.000 28:426 . to .. 150.0. .. 0.0.•'. 5.935 7.'000 .. ....Fixed.loss=7 .. MTR -`18.0 0.0284 0.0 10.935 0.311 Vel 4.59 MTR 0.0 -1.61 1 E 6.044 • '90.000 . 35.737-:- to 150:0 1 T 12.089' 19.644 0:0 STR .; 18.0: 0.0088 1:G 1.,511.: 109.644 0:965 .. . :: -:Vel= .2.84 .. .•:: 0.0 18.00. 36.702 :: .. K Factor= .2.97: HA9.58 0:862 1-Utr 2:0 .: 5.000 13:500 to .. 150.0. 0.0--:: 2.000 .0.0 T29 9.58 -0.0574 0.0 7.000 0.402 Vel' 5.27 T.29 -4.48 - 0.862 2Utb 84.o . 48.311. - 13.902 to 150:0 0:0' 28.000 A:331 T.30. :: 5.1: 0.0179 0.0.- 46..3.11 _ 0.829 Vel= .2.80 T;30 0.48. 0.862 . 1 Utr 2.0 :1.000.• 19.062 .. 150.0 .-.0.0 .. . T.31 5:58 0:0210 0.0 3.000 04063 Vel= 3.07 -1.90 0.862 2Utb 34.0• : 13.000 19.125 T.31 .. to 150.0 0.0 28.000 4.331 T:.33 3.68, . :0.0098. -:0.0 -41.000.. 0.402 :: Vet.=: 2.02.. T.33 =0.89 0:862: 1 Utr 2.0' 6.000 23:858 .. to .. 150.0. :. 0.0. :; m6b 0:0 H:8 2.79 0.0059 0.0 8.000 0.047 Vel- 1.53 _. H.8 0.0 .. . :0.862 .. 1 Utr . :2.0 1.000.. 23.905 .. to Z 150.0 0.0 2.000 0:0 T.34. :: 2.79 0.0057 0.0 .• ; 3.000 0017 ;Vel= .1.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 >t Final Calculations -.Hazen=Wi.l_liams Uponor: Page . 7 . HOFFERT HOUSE:One Head Calculation(H.1). . :: Date:: 2/26/2013 Hyd• Qa .. . :Dia. Fitting:: Plpe .. Pt. Pt Ref. "C". or Ftng's Re Pv '**"*'« Notes. Point:: Qt Pf/Ft Eqv. Ln. : Total Pf Pn T.34 0.0 0.862: 1 Utr 2.0 :_ 8.000 23,922 to.:.. 150:0. .. 0:0. .. .2.000 0.0 1.45 2.79 :0.0059 _:0.0 10.000 0.059 Vel 1.53 T:45. 0.0 -0.862.:'' 1 Utr 2.0. A000' 23.981 to 150.0 0.0 2.000 00 H:18 2.79 0:00$8 0:0 1.1.000 0:064 Vel=: 1.53 H.18 0.0 :0.862 1 Utr • 2.0 -10.000 24.045•:: to. 150.0. 0.0. 2.000... .0.0 .: .. H.27 : 2.79 0.0059 0.0 12.000 0 071 Vel= •1.53 H 27 0.0 0.'862 0.0 .1.000 24.116 .: to: 160.0 0.0 0.0 0.0 -T.64 2.79 0.0060 0.0 . 0.006 .V el 1.53. T.6 4.52 0.'862: 4. 24:.122 000 to . 150:0 1 Utr 2.0 1.6.000 0:0 .. TM 7.31. .:0.0348' :0.0 20.000. 0.696.:: Vel 4.02. T.65. to 4.38 1.265.: 1 Tcs 1.0. 5.0.00" 24.818 150.0 .:; 0.'0 :; 1.000 0:0 T.66 .11:69 0:0128 0:0 6.000 0:077 Vel= . 2.98 0.0we 11.69 24.895 K Factor= :2.34 T.29 4.48 0.862' 1 Utr 2.0 :: 9.000 13:902 to 150:0. .. 0'0 .2.000 0:0 ._ HA :: 4.48 A.0140 :0.0 11.000 0.1'54.:: Vel- 2.46. HA 0.0.:.. -0.862.: 1Utt 2.0. 7.0.04. 14.056 to 150.-0 0.0 2.000 0:0 T,36 -.. -4:48 0:0141 0.0 9.000 0:127 Vel= . 2.46 T136 -2.89 :0.862 2Utb .34.0 47.548 14.183.,: to 160.0. 0.0 28.000: :. -4,.331 .. T.35 .:: 1.59 0.0021 0:0 .:: 45.548 0.'094 ::Vel= .0.87 =0810 86Z 1 Utr 20 8.000 9:946T.35 .:.. .. to: 150.0 :0.0 .::2.000. 0.0 H.10 0.78- -" 0.0006. ' 0.0 10.000. 0.006'- Vel- 0.43. HA 0 0.0 0.862 1 Utr 2.0 9.000 9 952 to .. 150:0. .. 0.0 2.000 .0.0 .. . T:53 0.78. .:0.0005' 0.0 .11.000.- 0.006.: Vel= 0.43 T.53 0.43 0.862.: 2Utb 84.0, 12.000:- .9.958 to 150.0 0.0 28.000 4:331 T,54 1:21 0.-0012 0:0 40.000 0049 Vel= 0.67 T 54 -0.56 . 0.862 1 Utr .'2.0 14.000 14.338 : to. 150.0 .0.0 2.000.. 0.0 .... T.47 .: 0.65 O'0004 0:0 16.000 0;007 Vel= 0.36 T.47 : 2:89 0:862 2Utb .34.0 13.000 14.345 to: 150.0 :0.0 .28.000. 4.339.: T.46 3.54 0.0091 m0.0 41.000 0.372 Vel 1.95 T.46 =1.37 0.862: 1.Utr 2.0 .:: 3.000 19:048 to 150.0. .. 0.0 2.000 00 .. . H.17 2.17. '0.0036 '0.0 5.000 0.018 Vel 1.19 H.17 0.0 : 0.862: 1 Utr 2.0 3.000: 19.066 to 150.0 -:_ 0.0,.:, 2.000 00 T.49 : 2:1:7 0.0088 P.O.- 5.000 0.019 Vel= . 1.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. usA 03087 Final Calculations -.Hazen-Wi.l.liams. Uponor:: Pager 8 HOFFERT HOUSE:-One Head Calculation(H.1). Dater 2/26/2013 Hyd• .. Qa .. . :Dia. Fitting:: Pipe .. Pt. Pt Ref. "Co. or Ftng's Pe' Pv ******* Notes- ****** Point: QtM Pf/Ft' Eqv. Ln. : Total Of Pn T.49 0.0 0.86 2: 1-Utr 2.0 7.000 19:085 1500 00to.:. . .2.000 H.24 2.17' 0.0037 .:0.0 . .9.000 0.033 :: Vel 1.19 H.24. 0.0_.. �0.862.:.. 0.0. 2.000.. 19.118 .. to 150.0 0.0 0.0 00 : TM" : 2:17 0:0035 0.0 2.000 0.007 Vel=: 1.19 T:63 0.0 - -:0.862 - 1Utr :2.0 :4.000 19.125 :: to 150.0. 0.0. - 2.000:. 0.0 T.62 • 2.17 0.0037 0.0 6.000 0i022 Vel= • 1.19 T:62 :" 2:35 0:862" 2Utb .34:0 17.000 19:147 to 150.0 0.0 •28.000 4.831 T:64 4.52- ' 0.0143 -0.0 •45.000:. 0.644 - Vel- 2.48:- 0.0: 4:52 24:122 K Factor 0.92.:.. . .: T.37 :: 4.56 0.862 - 1Utr - 2.0 - 6.000- 14.043 : to 150.0. '0.0. 2.0.00"" .0.0 T.50 4.56 0.0146 0.0 8.000 0:117 Vel= 2.51: T;50' "0.'0 0.862 1 Utr 2.0' ' .3.000 14A 60 to 150.0 :0.0 .::2.000- 0.0 T.56 4.56 0.0146 -0.0 -.5.000: 0.073 Vel 2.51: T.56 -3.38 0.862. 2Utb 34.0 :: 14.244 14.233 to.:- 1.50.0. .. 0.0 28.000 4:331 T:55 1.18 0.0012 ..0.0 .42.244. 0.050. Vel 0.65. .T.55. 0.43.. . 0.862.:.. 1 Utf ' '2.0. 10.0.00.. .9.952 .. to 150.0 0.0 - 2.000 00 H;14 0:75 0.0005 0.0 12.000 0:006 Vel=:0.44 H.14 0.0 :b.862 1 Utr :2.0 :9.000 9.958 :: to 150.0 0.0 2.000:.. . . 0.0 5 4H.13 075 0:000 - = 1: H:13 � 0:0 0:862 1 Utr 2.0 .:7.000 9:964 .. :: 150.0 :: 0.0 :2.000 :: 0.0 to T.38 0.75 0.0004 0.0 • 9.000. • 0.004- Vel•= 0.41.• T.38 0.81 0.'862: 1 Utr 2.0 16.178 9:968 1 4to :-' 331 T:39 1.56' .:0.0020 .0.0 .32.178 0.065.:: Vel 0.86.' 0.0 1.56 14:364 :,K Factor' 0.41 T;36 .'•2:89 0.862' 1 Utr 2.0 .6.000 14183 to 150.0 0.0 2.000 0.0 H.11 2.89• -0.0062- 0.0 -8.000. 0.050 - Vel 1.59: HA 1 0.0 0.862 1 Utr 2.'0 11.000 14233 to :-- 150.0 0.0 2.000 .0:0 H.12 2.89.' .:0.0062 .:0.0 .13.000. 0.081.:: Vel 1.59. H.12. :" 0,0.:" 0.862:-, 1lJtr 2.0. •..3.000.. 14.314".. to = 150.0 .:: 0.0 .:: 2.000 0:0 T.47 .. 2:89 0.-0062 0.0 5.000 -0:031 Vel= . 1.59 0.0 2.89 14.345' : K Factor= :0.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Uponor:: Page: 9 Date:: 2/26/2013 .. . �: HOFFERT HOUSE=One Head Calculation(H.1)- . .: .. �.. .. . :: Hyd. Qa "- .•:Dia. Fitting:; Pipe Pt. Pt Ref. �'C„- or :` Ftng's Pe Pv ******* -::Notes. .**''** Point: Qt.: Pf/Ft Eqv. Ln. : Totaf Rf :Pn T.56 ;: 3.38 0.862: 1,Utr 2.0 : : 4.000 14:233 to:.. . .. 150:0. .. 0:0 2.000 0:0 H.23 3.38 ��0.0083� 0.0 . 6.000 0.050 Vel 1.86 H.23. 0.0 '0..862:"" 1 Utz '2.0. 5.000 14.283 to 150.0 :: 0.0 :: 2.000 0;0 T;61 3:38 0:0084 0.01 7.000 '0.059 Vel=: 1.86 - T:61 0.56 0.862 2Utb 34.0 1:2.000 14.342 : to" 150.0• 0.0. 28.000.. .4,331'.. 3.94 0011 0444 Vel 2.17T.58 . T:58 =1:59 0.'862- 1 Utr 2:0 .5.000 19.117 to: 150.0 0.0 :2.000 0.0 T.62 2.35 0.0043 0.0 7.000: 0.030 Vel 1.29 0.0 2:35 :. 19:147 -K Factor 0.54 T;35 0.81" .0.862 1 Utr 2.0 :7.000 9.946 :: to, 150.0. -0.0 2.000... .0.0 H.2 -_ 0.81 0.0006 0.0 -: 9.000 0:005 :Vel= •"0.45 H:2 0.0 0.'862' 1 Utr 2:0' 13.000 9:951 to: 150.0 .:0.0 -::2.000 0.0 H.3 0.81 0.0006 0.0 15.000: 0.009 Vel 0.45; H.3 0.0: 0.862: 1-Utr 2.0 :: 12.000 9:960 to 150.,0. .. 0:0 • 2.000 0:0 .. .. . T.38 0.81. :0.0006 :0.0 14.000. 0.008.:: Vel= 0.45. .. .. .. 0.8 I 9:968 :KFactor== 0.26 T;55' 0.43 0.862 1 Utr 2:0 .2.000 9:952 to: 150.0 0.0 :2.000 0.0 T.57. 0.43 0.0002 0.0. 4.000: 0.001 Vel 0.24; T.57 0.0: 0.'862: 0.0 :: 3.000 9:953 .. to 150:0. . 0:0 .0.0 0:0 .. H.25 :: 0.43 •:0.0 .:0.0 3.000. 0.0 Vel= 0.24 H.25. 0.0 0.862.: 1Utr -2.0. :" 13.000-" .9.953 '" to 150.0 0.0 2.00Q 0:0 H.26- -- 0:43 0.0002 0.o 15.000 0:003 Vel=. 0.24 H.26 0.0 0.862 1 Utr -2.0 .::8.000 9.956 :: to 150.0 0.0 _2.000:.. 0.0 T.53 .:: �0.43 0:0002 0:0 .:: 10.000 0.002 :Vel= .'0.24 .. 0.43" 9.958 :: K Factor= •0.14 T:54. 0.56' 0.862. 1 Utz 2.0. 3.000 14.338 " to 150.0 0.0 2.000 0:0mo H.22 0.56 0.0004 0.0 5.000 -0:002 Vel= :0.31 H.22 0.0 :0.862 :0.0 5.000 14.340 :: to, 160.0 0.0. 0.0. 0,0 T.61 .:: 0.56 0:0004 0.0 .:: 5.000 0:002 Vel= .0.31: 0:0 .. 0.56 14.342 K Factor= 0.15 T. . 1.37 0.862; 1 Utr 2.0- 4.000 19.048 to 150.0 0.0 2.000 0;0 T.42 -1:37 0:0015 0.0 6.000 .0.009 Vel,= 0.75 Computer Programs by Hydratec Inc. -Route 111 Windham N.H. USA 03087 ss Final CWWIationS - Hazen=Wil.liams Uponor: Page: 10 ,. . . :: HOFFERT HOUSE One Head Calculation (H.1). . :: .. . . Date.. 2/26/2013 Hyd. Qa .. ,•:Dia. .. Fitting:: Pipe .. Pt. .-:: Pt Ref. "C" - or Ftng's Re Pv ******* . Notes ****** Point::: �t Pf/Ft Eqv. Ln. : Total Pf Pn T.42 -0.48 0.862: 2Utb 34.0 3.000 19057 to.:- 150:0. .. 0.0. .. 28.000 0:0 <.. . .. T 43 0.89 -0.0007 0.0 31.000- 0.022- Vel 0.49 0.0 0.89 19:079 ,:K Factor=: 0.20 - • � 0:862 • .;° 1 Utr � .2.0 8.000 19.057 T;:42 � 0.48. ' .. to: 150.0 .:0.0 - :2.000- 0.0 H.6 0.48 '0.0003 0.0. 10.000' .0.003 Vel'=' 0.26: - H.6 = 0.0 0.862 1 Utr 2.0 6.000 19i060 to 150.0- .. 0:0. .. .2.000 '0:0 T.30 0.48 0.0002 •:0.0 8.000• 0.002 Vel 0.26 0.0. 0.48 19:062 ::K Factor=:: 0.11 T:58 1.59 0.862 1 Utr 2.0' :1.000 19.117 to: 150.0 :0.0 ::2.000 0.0 T:59. 1.59 0.0020 '0.0. 3.000: 0,006 Vel' 0.87 ' T.59 -0.10 0.862 0.0 1.000 19:123 to.:.. 150:0. .. 0.0. .. 0.0. .. 0:0 , T.60 1.49 .0.0020 :0.0 1.000 0.002 :: Vel 0.82 T.60 0.10' ' .0.862 1 Utz 2.0 2.000 19.125 to - 150.0 :: 0.0 2.000 0:0 H:21' "1:59 0:0020 0:0' " 4.000 0:008 Vel.=: 0.87 H.21 0.0 0.862 1 Utr 2.0 12.000 19.133 to 150.0. "0.0. -20.00.. .0.0 H.16 1.59 0.002 I 0.0 14.000 0 029 Vel= 0.87 0.'862' 1 Utr 2:0 .5.000 19.162 to. 150.0 -:0.0 :2.000 0.0 • •T.40 1.59, • 0.0021- -0.0. -7.000: 0.015 Vel 0.87: T.40 :: 1.90 0.86 : 2 2Utb 34.0 -: 13.006 19':177 to.: 1500 0:0 28.000 4.331 T.41 :: 3.49 ..0.0089• 0.0 .41.000 0.363.. Vel 1.92. T:41. 0.89' . •0.862::. 0.0. 3.000:.. 23.871 .. to 150.0 0.0 0.0 0 0 H.15 4:38 0:0137 0.0-'. 3.000 M41 Vel=: 2.41 H.15 0.0 - 0.862 1 Utr 2.0 14.000 23.912- to, 150.0. 0.0- 2.000: 0.0 H.9 .: 4.38 0.0135 0:0 .:: 16.000 0:216 :Vel= .2.41 H:9 . .. 0:0 0:862 1 Utr 2:0 14.000 24:128 to: 150.0 0.0 2.000. 0.0 ..H.20 4.38 0.0136 0.0 - 16.000... 0.217 . Vel-"-- 2.41: ' � � H:20 0.0 0.862 1 Utr 2.0 11'.000 24;345 to :. w 150.0. .. 0:0 2.000 .0.0 H.28 :: 4.38. 0.0135 :0.0 13.000. 0.175.:: Vel=: 2.41. H.28 0.0 '0.862: 1Utb' 17.0 8.000: 24.520 to . 150:0 .:: 0:0 14.000 0:0 T.65' ' 4:38 0:0135• 0.0 22.000 0:298 Vel=•-2.41- 0.0 4.38 24.818' K Factor= :0.88 Compufer Programs liy Hydratec Inc. Route 111 Windham N.H. USA 030.87 Final Calculations Hazen Williams' Uponor Page: 11 HOFFERT HOUSE=One Head Calculation(H.1) .. .. Date:: 2/26/2013 H.Yd• Qa . ;Dia. Fitting:; Pipe .. Pt Pt mA Ref. "C or Ftng's Pe, Pv **** Notes. Point':: Qt Pf/Ft Eqv. Ln. : Total Of On T.59 0.1:0 0.671: 1 Utb 17.0 5.000 19:123 to. 150:0 1 Utr 2 19.000 0:0 :.. . .. . .. . :0. .. :. :. H.19 0.1 - 0.0 -:0.0 24.000 0.001 Vel 0.09 H.19. 0.0 0.671. 1 Utb '17.0. ' 6.000 19.1'24 to 150.0 :: 0.0 17.000 0:0 T,60- 0A. 0:0 0.0 23.000 .0.001 Vel= -0.09 0.0 0.10. 19.125 K Factor= :0 0'2 T.31 :: 1.90 0.862: 1,Utr 2.0 ;: 7.000 19A25 to.:- 150:0. .. 0:0. .. 2.000 0:0 H.5 1.9 -0.0029 :0.0 -:�9.000 0.626 Vel 1 04 H.5 -.. . .. 0.0 .. . .0,862:.. . .. 1 Utr . .2.0. :.. . ..7.000.. . .. 19.151 to 150.0 0.0 2.000 00 sm T;40 1:9- 0:0029 0.01 9.000 0:026 Vel=: 1.04 0.0 1.90. . .. :. 19.177 KFactor= 0.43 T.33 0.89 0.862: 1;Utr 2.0 9.000 23858 to .. . .. 150:0. .. 0:0. .. 2.000 0'0 H.7 0.89 -:0.0007 0.0 11.000 0.008 Vel= 0.49 H.7 - 0.0 .0.862_: 1 Utr 2.0 6.000 23,866 .. to 150.0 0.0 2.000 0:0 T;41 0.89 0:0006 .:� 0:0 8.000 0:005 Vel=: 0 49 :: 0.0 0.89' 23.871 K Factor=;0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page A.:of 7 SENJU SPRINKLER :CO.,LTD. Resid6ndal Lead Free:Flat.Concealed:Sprinkler, Pendent; Model:�RC-RES, - K Factor: 4.9, -:'SIN: SS8461 GENERAL DESCRIPTION; The.'Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers'of the compressed fusible,solder type.These are decorative and fast response.The Cover Plate Assembly hides the Deflector;Heat Responsive Element:etc.,which is in turn concealed,above the ceiling.'-The cover plate has"a flat profile; and its diameter is extremely small.:(2-5%8 inch, 68mm). The push-on.and/or thread=on,thread-off design of the concealed:cover plate.assembly allows easy installation of the:cover plate:: .. .. Therefore,the Model"RC-RES should be your-first choice when aesthetics is the.major consideration for ultimate appeal and. unbeatable performance is"desired.The'Model RC-RES is designed:'for the residential occupancies andit-is perfect for:use in homes,hotels and other living quarters. The.Model RC-RES.is to be'used in wet pipe residential sprinkler systems .for .One- and Two- Family Dwellings'and: Manufactured Homes per NFPA 13D; wet pipe'residential sprinkler systems for Residential Occupancies up to and Including- Four Stories in Height per NFPA 13R;or,•wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES.has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual." pressure,which allows for smaller pipe sizes and water supply requirements. For.extended installation flexibility,the Model-RC-RES. provides 1/2-inch (12.8mm) vertical adjustment. This adjustment-in- installation decreases the need for precise cutting of the pipe that drops to the-sprinkler and allows for a.perfect fit with a range of .. . pipe lengths. . :: .. :: . The-heat:sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or: evacuation in case of"fire.However;reside ntial-fiire sprinkler systems are not a substitute for fire.safety awareness or fire safety construction required by.building codes. "Lead Free"is defined in the Reduction of Lead:in Drinking Water Act(S.3874)endorsed by AWWAs:Water Utility"Council,and California Assembly Bill#1953'as having less than or equal to a weighted average 6f'0.25%.1ead in wetted surface of pipes, plumbing fittings and fixtures.-: WARNINGS . The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well'as in .. . .. .. il. compliance with the applicable standards of the National.Fire Protection Association regulations and the standards of any otherauthorities:havingjurisdiction. In the event of this condition,'consult tho authorities:haviiig jurisdiction for guidance and approval. Failure to-do so may impairthe integrity of these devices. . It is the responsibility_of the installing contractor to provide a copy of this document to the owner or his representative, and'in turn,it is'the:obligation of'the owner:to provide a copy of this:document:to a succeeding owner.:The owner is responsible for.:maintaining'their fire protection.system"and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No.U036785 Date :NovI19/2012 T Page :2._of 7 TECHNICAL DATA "2—js .(052irrn) , " rM.191"o'.44rer Approvals:cUL„s Listed, NSF-61-G. NPT1 :2 Sprinkler Identification Number(SIN):SS8461 " 'otigin Maximum:Working Pressure:175psi:(12.1 bar) •;: Markin Dischar a Coefficient Nominal'K-Factor Lot No. g ) .. E ear o1.Manufacture K=4.9 GPM/psi": (7b.6 LPM/bar 12) - � ITe)rperature Rating. .. r` NSF Mark.. .. .. Temperature Rating: a 0 Body.(Copper'Alloy) 162T (72°C)Sprinkler with 140T:(60°C)Cover Plate ' �: .. .. 175T (79°C)Sprinkler with 162°F (72°C)Cover Plate N.. ®Deflector.(Phosphorus Bronze): g ®Gasket(PTFE) Color Code(Sprinkler) ®Fusible Metal(Solder): " 162T (72'C)t Uncolored ®Heal coneator.(Copp ei) ©Cover Plate Assembly 176T (79 C):White ;.2-6/"(0 68mm) " Color Code(Cover Plate) - or 3-%"(:083nirn) . 140T (600C):No Mark, or 2-%"square 068mm) 162T (72'C):.White-Color Mark .. .... • Vertical Adjustment:1/2 inch(12.8 mm) -FIGURE 1:Model RC-RES K=4.9 Cover Plate Finishes: Color Code White Painted,:Ivory Painted,Nickel Plated or ' o Markin Apy Color Choose a color of acceptable colors O - O-- �Control-No.:6P37 ' PhPhysical Characteristics:Ref.Figure 1 K Y 9 � �K-factortor:k4.9 SIN:SS8461 . .. .. .. .. .. a 0® ® .. O O .COVER PLATE.': SPRINKLER :. .. .... .. .... .. .. .. m.vie.(Top view).' (Sotto w) FIGURE 14.Marking(Color Code): OPERATION .. . :: .. In Case of fire,the solder component that holds together the Cover Plate and:the Retainer:melts. Then,:the Cover Plate is ' released at once.As.a.result, the.Deflector drops.'down to the:intended position.,Two.Heat Collectors are exposed to fire, and whedsuffcient heat from the fire is.recorded;internal corriponi;nts of the sprinkler to fall:apart.This leads to allow.tl'e water flow: .. . .. to be distributed on the-affected.by fire area.(Ref.Figure.2). .. .. .. Normal Condition m* :Cover Plate Operatiori::mmo. Sprinkler Operation y::Water'Discharge •' -FIGURE 2.-OPERATION PROCESS (The figure is for illustrative purpose'only) Document No.U036785 Date :NdvII912012 .. .: P .DESIGN CRITERIA f age •3 o T The herein stated-rules for use and installation:of Model'RC-RES are provided by-the manufacturer and must be strictly` implemented for safe and full results: NOTES .. . :: Residential Fire.Sprinkler System's should only be designed and installed by individuals who are completely familiar with.automatic sprinklersystem'design,installation procedures,and techniques., . Several criteria:may apply:to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and•develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation'and usage criteria, which are not coverage by the following instructions,, should be submitted to Contact Company,Include sketches and:technical details as appropriate: "In some instances,the requirements of this document may concern specifications which'are,more stringent and which,:'' take.precedence overthose specified in IVFPA:13, 130, 13R,or by the authority having jurisdiction. The Model RC-RES must not be used in applications:where the air pressure above the ceiling is greater tban thatbelow. The spray from_the sprinkler is distributed radicallyoutward and downward from the sprinkler deflector.Consequently, the sprinklers must be located such that there:will be no blind spaces shielded from spray.by partitions,room dividers,:: overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment(as defined by NFPA 13, 13D,.or 13R)must be kept as small as . possible.Do NOT use more sprinklers,than necessary to cover a particularspace. ' Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening' the sprinkler system piping to.the structure. If the sprinkler is not properly secured in position', reaction forces: resulting from sprinkler operation could.alter its orientation and its water distribution pattern. Obstructionao Water•Distribution •. .. Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions The Model RC-RES must.only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA.13D:or 13R for the requirements relating:to the preve(ition of.possible activation of the.Heat:Responsive: Element of Model RC-RES;due to exposure to a heat sources other than an actual fire.. Precautionary Warnings for Corrosive.Environments The Model RC-.RES.should not be installed where they'may:be subjected to a corrosive environment including the following::: (1) Chlorine ion'and.Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine io.n and Chloride. Exposure:to this .• environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. (2)Sprinkler system piping with Copper. Sprinkler,systems'should be constructed incompliance with the.applicable standards and.the requirements fdr the copper piping when copper piping is used in the sprinklei system.(Reference.standards NFPA.13,ASTM B813, B828,aril CDA (Copper Development-Association) Solder Joint) All.residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing befoie:'installation•of: the-Sprinkler Heads.Otherwise;residues of flux may,cause corrosion;and leakage in the sprinkler system. . Hydraulic Design Criteria The minimum'required sprinkler flow'rates for.:system designed to NFPA'13D,or 13R are given in Table A&Table B as a function of temperature rating and the maximum allowable:coverage areas.The'spririkler flow rate is the.minirrium required: . .... .. . discharge from-the most hydraulically demanding sprinklerfrom each of the total.number of"design:sprinklers"as specified.iri: NFPA 13D or-13R. ..For systems designed to;NFPA 13,the number.of;designed.sprinklers.is.to be the four most hydraulically.demanding ,. . sprinklers.The minimum required:discharge from each.ofthe four sprinklers is to be the greater of.the followings; The flow rates:given in'Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable: coverage area. A minimum discharge 0.1GPMisq.ft::[4.07(Umin)/sq.m]over the"design area"comprised of the four most hydraulically - demanding sprinklers for the actual coverage areas being'protected by the four sprinklers. " Document No.U036785 Date :Nov/1912012: w. Page .;4. of 'T TABLE A.NFPA 13D&:13R WET 0/PE HYDRAULIC DESIGN CRITERIA . Temperature Rating: (72°C)Sprinkler with 140°F (60'C)Cover Plate ' Makimum (b) (b). Covera a Minimum Flow ..and Minirridm Flow and 9 cal Spacing Residual Pressure Residual Pressure Area. (Between the Sprinklers) for Horizontal Ceiling' for Sloped Ceiling ft.x ft.." (Maio.2 inch,Rise for 12 inch-Run) (Maxi:8 inch Rise,for 12 inch Run) (mxmy MAXIMUM MINIMUM:: FLOW PRESSURE FLOW PRESSURE 12 x 12: 12 ft: 13GPM 7.0psi 13GPM 7.Opsi (3.7x3.7) (3.7:m) (49.2LPM) (0.05OMPa) (40:2LPM) . :::(0.050MPa) .1-4 x 14 14 ft.. 13GPM :7.Opsi 13GPM. 7.Opsi (4:3 x 4.3)" (4.3 m) • (49.21_PM) (0.05OMPa) (49.2LPM).PM). p.050MPa) -------------- 16 x 16: 16 ft: 113GPM 7:Opsl : 1.3GPM 7.00si = (4.9 is 4.9) (4.9 m) 9 ft:(2.7m) (49.2LPM) (0.05OMP6) (49.2LPM): (0.050MPa) .18 x 18 .. 18 ft.. 18GPM 13.5psi .. (5.5 x 5.51 (5.5 m) (68.1 LPM) (0.093MPa) [See(c)&(d)] . [See(c)&(d) .2Ox20.. . .: '• ::"20 ft: ' "21 GPM 18:4psi (6.1 x 6.1). ::(6.1 m)' (79.5LPM) (0.;127MPa) [See(c)&(d)] See(c)&(d)] TABLE B.NFPA 13D&.13R WET PIPE HYDRAULIC.DESIGN CRITERIA . Temperature Rating:175°F (79°c)"Sprinkler with'162°F,:(72°C)Cover°Plate " " Maximum Coverage. Flow(b) -Minimum-Flow and Residual Pressure (a)Area Spacing. :.. for Horizontal Ceiling . ft.X ft. : (Between the Sprinklers) . .. (.m x m) .(Max..(M ax•2 inch Ri a for 12 inch Run) MAXIMUM MINIMUM . FLOW • ` PRESSURE . 12 x 12 • 12 ft, 13GPM(49.2LPM) 7.Opsi.(0.050MPa) (3.7 x 3.7).. (3.7 m) 1:4k 14 14 ft. 9 ft:(2.7m) 14GPM(5&OLPM) .8.2psi(0.057MPa). (4.3 x 4.3).:: (4.3 m) 16 x.16 :: .. 16 ft.. .(4.9:x 4.9) •(4:9 m) :" 14GPM(53.OLPIVI) 8.2psi"(0.057MPa)_ (a) For coverage area dimensions less than'the above'mentioned,it needs to use the minimum required flow.for the Next Higher.CoverageArea listed. ::(b) Requirement is based on minimum flow in GPIVIlLPM from each sprinkler.The associated residual pressures are u .. calculated using the:hominal.K-Factor.Refer to Hydraulic.Design Criteria:Section.fordetails. .. . :: (c) A Tentative Interim Amendment(TIA No:1028R)-to the 2010 edition of NFPA 130 allows Hodiontal Ceiling criteria to be.used for"certain Sloped Ceiling configurations Up to 8/12 pitch. .. . .. ::(d) For NFPA 13R.appl cations,.Horizontal Ceiling:criteria maybe used.for.s16ped ceiling:configuration's up to 8112 pitch .. ..:: When acceptable to the Local Authority.Having Jurisdiction. " Document No.U036785 Date :NoW19/2012 Page :5.:bf'7' Sprinkler Spacing Criteria 'The minimum spacing between sprinklers is 9 feet(2.7m).The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific,hydraulic factors.(Ref.TableA,B),' -INSTALLATION .. The Model RC-RES must be installed in accordance with the.following instructions. NOTES .. .. .. Do not use any sprinklers which have been subjected to potential mechanical.damage.Do not use anysprinklers which: show deformation or-cracking in either the Sprinkler,or the Protective Cap. .. ... . . . Prior to installation,sprinklers should be maintained in the original cartons:and packaging until used to minimize the potential for damage to.sprinklers that would cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The: Protective Cap must be removed to place the sprinkler in'service:' Use a torque of 7 to 14 ft.lbs(9.5 to 19.ONm)to achieve a 112 inch NPT sprinkler joint.A:maximum of 21 ft.lbs.(28.5 Nm) of orque:is to be used to install:sprinklers. If you exceed the recommended maximum torque, t is could result in. damage to the sprinkler inlet,which may-lead to leakage from the sprinkler. In case of insufficient adjustment in.Cover Plate.installation,do not try to overly tighten,screw the sprinkler too loosely . or make any modification to:the coverp/ate assembly.Readjust the sprinkler,Fitting fora:better fit. :. = Installiag Procedure Step 1 The installation requirements for the sprinkler are as follows: to'be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the-mounting surface: will be nominally 2-inch(50.8mm):as shown in.Figure 3:. Step 2 With pipe thread sealant applied to the threads; hand tighten the-sprinkler into the sprinkler fitting: Then tighten it-with the Sprinkler Socket or:Wrench. & Socket Combination (Ref..Figure 4). The grooves of;the Socket must fit.perfectly with the: .. . .. grooves on the.Sprinkler for.proper installatiori(Ref.Figure.4). .. .•.. .. .... Step 3 If desired the Protective Cap may also be used fo locate the centerbf the clearance hole'by gently pushing'the ceiling material:' against the center point of the Protective Cap..Before the installation'ofthe ceiling,the:sprinkler installation can be started with: the 2-3/8 inch,(60mm) diameter clearance hole (Ref..Figure 3). Use the"Tolerance Limit of Ceiling Level' indicator on the Protective Cap to check for proper installation height-(Ref.Figure 3). .: Make a.Space:Here Do NOT.: Ave.;"(6.4mm) Over. Groove on the S �rinkler ' .. 'Tighten .. .'.. in E E ToleranceProtective Ca 0 of Ceili.:Ceiling -Mountiri Surface Groove of the Socket e 2-�"(�6amm) •• • - ' .. Socket .. Wrench .. . Ceiling:Hole Diameter': To . - - CORRECT: INCORRECT FIGURE 3.INSTALLATLON FIGURE 4 Document No.U036785 Date :Nov/9912012: sm Page :.6. of 7 Step 4 Use the Cap Remover RC-to remove the Protective Cap(Ref:Figure 5),and then push-or screw a Cover-Plate Assembly on the Cup of the.Sprinkler by.hand until its flange just.comes in contact:with the ceiling (Ref.Figure 6 and Figure 7).,Stop: tightening the Cover Plate Assembly once.the:flange has come in contact:with the ceiling. If the ceiling has been lifted from its: normal position in the process of tightening of the Cover Plate Assembly,readjust the cover plate assembly as necessary. If . :the flange of=the Cover Plate Assembly cannot come in contact with the ceiling sufficiently; readjust the sprinkler fitting as necessary.When properly installed,there is.a nominal 1/16_irich(1.6mm)air gap between the lip of the Cover Plate and the. ceiling,.as shown in:Figure 6 Sprinkler Head i i Cu Protective Co E . E E B u v Step:1 E .. .. .. .. Mounting Surf celn9 Ceiling .. .. Co Remover RC .. :: Scree ?m Step `2 'u Cover Plate Assembly.: Hook by turning' q. Step 3 1. °f 3—.y W83mm) or p=%"square(068mm) Pull down FIGURE 5.PROTECTIVE CAP REMOVAL 'FIGURE 6• ECD ' v _ J: E +I E. coCS N .. ... .. u r +1 O N J.?7 N :I /Ceiling Ceiling ngz. INCORRECT : CORRECT „ INCORRECT :'FIGURE 7.INSTALLATION(CORRECT OR INCORRECT)' q. CARE AND MAINTENANCE The.'following instructions must be implemented for the maintenance and service of the Model KC-RES. ' NOTES: Wet pipe'sprinkler systems must be mai►itafned at.a niini►iium te►nperature.of4OT14°C.to.prevent freezing and bursting' of the pipe and%r sprinklers. Automatic sprinklers are not to be tested with a heat source.Operation of the heat responsive element can result. - Absence of a Cover Plate Assembly may.delay the response time of the sprinkler in case of tire. Install the cover plate assembly properly,as shown in Figure 6.,'Improper installation of the cover plate assembly may .. : :: cause improper:operation.or non-operation. . .. :: .. .... .. .: .. Document No.U036785 Date :Nov/19/2012 .- r Page : ;of 7 -. If the ceiling is to be repainted after the installation of the Sprinkler,care must be exercised to ensure that the new paint does not seal off any of the air gap Factory painted Cover Plates must not be repainted. They should be.replaced,if.necessary,-by factory painted cover: plates.Non-factory applied paint may adversely delay or prevent:sprinkler operation in case of fire._: Do not pull the Cover Plate:Separation:may result.. In preparation for maintenance of the tire'protection system, permission to close the main control valve must be obtained from the proper authorities and all.affected by:this action parties must be informed'before the:maintenance' session can commence. . Do NOT enclose any sprinklers within drapes,curtains,or valances. Do NOT hang anything from the sprinklers. Do NOT dlean the sprinklers with,soap and water, detergents,ammonia, cleaning fluids,,or other chemidals:Remove: dust,lint, cobwebs, cocoons,insects;and larvae by gent/y.brushing with a,feather duster or gently-vacuuming.with a • soft bristle(i.e.,:dusting)brush attachment. Exercise-suitable safety precautions in the•use and storage of highly flammable materials. The rapid rate of fire; development and spread of these materials can reduce the ability of the sprinklersystems to:aid in the control of a fire. involving such hazards. Leaking or,corroded sprinklers must be replaced. Automatic.Sprinklers must never be:shipped or stored where the temperature exceeds 100T/38°C. Automatic sprinkler must never be physically altered;such as painted, plated, or:coated,-once shipped from the factory.-:If the. - - sprinklers have been in any way modified,:they must be:replaced. Great caution must beApplied to prevent damage:to the sprinklers at all stages-before,during,and after installation. Damaged: units,as,a:result of dropping,hitting,,:over-tightening,or wrench slippage,must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are'listed for residential fire protection service and which have the:same nominal K-Factor,the same coverage area,and the same or:lower flow ratings(as indicated under;Table A "Hydraulic.Design Criteria"). When remodeling,.such as by adding false beams or light fixturesor changing the location of compartment walls,-first verity that, the,new construction will not violate the installation requi.rements.of-the applicable.Standards of NFPA.Alter the new construction . and/or the sprinkler system to:suit the requirements of this document and the applicable NFPA:regulations. :: The owner is responsible for the maintenance of the sprinkler system,.including inspection and testing, its compliance with this:' documents,as well as the standards:of the National Fire Protection Association(e.g.,NFPA 25),and the regulations of any other: authorities having jurisdiction..The.6Wner should'direct any gdestio.ns.regarding.the above rules'and regulations to the installing contractors or-the sprinkler..manufacturer It is recommended that automatic.sprinkler systems be inspected, .tested, and . • maintained-by a qualified.Inspection Service in accordance with NFPA 25. ORDER PROCEDURE•:.. . .. .; When placing afforder,please contact a local distributorwith the.following information(Model.Name,Specify,Temp.and-Finish). Sprinkler.: . Model:RC-RES. (SIN:SS8461,Residential Flat Concealed Sprinkler,Pendent,K4.9;Temperature: 162T (72°C)or 175T (79°C):) Cover Plate Assembly: 2-5/8 inch(068mm)or 3-1/4 inch 83mm)or 2-5/8 inch square(068mm),Order Separately'from:Sprinkler .: Finish ' Any Color White.Painted Ivory.Painted.' Nickel Plated:: •� Model. Painted 140°F.(60°C)Cover Plate for RC-RES 162°F:or 0 O O: : O 1.629F(72°C).Cover Plate.for RC-RES 1.75°F .. ll:Choose one color of our acceptable color list.Regarding the color list information,please contact a local distributor: Tools for Installation of Model:RC-RES- - Socket for Model RC-RES Wrench&.Socket for Model RC-RES:' Cap Remover RC' Document No.U036785 Date :Nov/99/2092 Generated by REScheck Web Software Compliance Certificate Project Title: Hoffert House Renovation WandDs Energy Code: 2010 New York Energy Conservation Construction Code Location: 'Suffolk County, New.York . Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site:. Owner/Agent: Designer/Contractor: 1070 Montauk Avenue David Burnham Charlie Van Voorhis Fishers l e irk 96338 Rabe Rock Garden Company Durland&'Van Voorhis Architects ((� . �. PO Box 517 628 Pleasant,Street-Ste 322• I I l� Fishers.Island,New York 06390. New Bedford,Massachusetts 02740, . ICJ (631)788-7632 (508)993-6567 David Burnham cvanvoorhis@dvvarchitects.com. <davidelmadad@ mall.com> . � A UG :1. 4 ; 2012. g• • . Passes Co liance:16.8 B ,�J�i�h Code : . M imum UA:;279 Your UA:232 The%Beffer.or UVo�se:'( H Iwo.GgaTrWQJC�how.close to co pliance the house Is based on dode trade-off rules.' It DO a an es imate of energy use or cost relative to a minimum-code,home. GrossCont. • UA Assembly • • D•• Perimeter • Floor:All Wood Joistlfruss Over Uncond.Space 894' 30.0 2:0 '27 Ceiling`.Cathedral 894 30.0 2.0 : 29 North Wall:Wood Frame, 16in.�o.c: 759 . :13.0 2.0 47. ' .' Exg:First Floor Window:Wood Frame,Single Pane . - -- -- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood.Frame;Single Pane --- -- - - Exemption:Glazing replacement in existing.sash or.frame. Exg Second Floor:Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or'frame. Exg Second Floor Window:Wood Frame,Single Pane -- -- --- Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. East Wall:Wood Frame,.16in.'o.c. 732 13.0 .2.0 43 Exg Basement Floor Window:Wood'Frame,Single Pane -- --- --- -- Exemption:Glazing replacement in existing sash or frame. Exg:Basement Floor`Window:Wood Frame,Single Pane --- --- --- --- Exemption:Glazing replacement in existing sash or.frame.. Exg First Floor Window:Wood Frame,Single Pane --- --- --- --= -=- Exemption:Glazing replacement in existing sash.or.frame. Exg First Floor Window:Wood Frame,Single Pane --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane' --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane -- - --- --- .Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood.Frame,Single Pane -- -- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood Frame,Single Pane -- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. South Wall:Wood Frame, 16in.o.c. 759 13.0 2.0 44 Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Page 1 of 7 ;.. Exg Basement Window:Wood,Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash.or frame. Exg Basement Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood Frame,Single Pane --- --- ,- --- --- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane --- --- -- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. West Wall:Wood Frame,16in.o.c. 732 13.0 2.0 42 Exg Attic Window:Wood Frame,Single Pane --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood Frame,Single Pane ' --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Basement Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Basement Window:Wood Frame,Single Pane --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg First Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Second Floor Window:Wood Frame,Single Pane --- --- --- Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood Frame,Single Pane --- --- --- --- .Exemption:Glazing replacement in existing sash or frame. Exg Attic Window:Wood Frame,Single Pane --- --- --- --- --- Exemption:Glazing replacement in existing sash or frame. Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name--Trite ature Dafe M ARLES VOORHIS, Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Page 2 of 7 Generated' by REScheick Web Software Inspection ' Checklist Energy Coder 2010 New York Energy Conservation Construction Code_ " Location: . ' Suffolk County;New.York Construction Type: Single Family Project Type: Addition/Alteration . Heating Degree Days: 5150 Climate Zone: 4 Ceilings: ❑ Ceiling;Cathedral,R-30.0 cavity+R72.0 continuous insulation Comments: •Above-Grade Walls: . ❑ North Wall:Wood Frame,16in.o.b., R-13.0 cavity+R-2.0 continuous insulation Continuous insulation specified for this above-grade Wall has consistent R-value rating across full area of the wall.• . Comments: U.East Wall:.Wood Frame,.16in.o.c., R713.0 cavity+R-2.0.continuous.insulation Continuous.insulation specified for•this above-grade wall'has consistent R-value rating:across.full area of the wall. Comments: ❑ South Wall:Wood Frame, 16in.o:c.,R-13.0'cavity+R-2.0 continuous insulation , Continuous;insulation specified,for:this above-grade wall has consistent R-value rating:across full'area of.the.wall. . . Comments: ❑ West Wall:Wood Frame,'16in:o.c.,'R-13.0.cavity+.R-2.0continuous insulation Continuous insulation specified"for this above-grade wall has consistent R=value rating;aoross full area of the'wall. Comments: .. .. Windows: :Exg First Floor,Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or"frame: . Comments: - ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single.Pane Exemption:Glazing replacement in existing sash.'or frame. Comments: D.Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or fame. Comments: ❑ Exg.Basement Floor Window:Wood Frame,Single Pane Exemption:,Glazing replacement in existing sash or frame. Comments: ❑ Exg Basement Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: I Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: pap q of-7 ~ ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Basement Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Basement Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Basement Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Paqe 4 of 7 Comments: ❑ Exg Basement Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg First Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Second Floor Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Exg Attic Window:Wood Frame,Single Pane Exemption:Glazing replacement in existing sash or frame. Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity+R-2.0 continuous insulation Comments:'- Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other,such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket,or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. - ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Pam 5 of 7 Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. 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. I] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 V. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Paae 6 of 7 Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Hoffert House Renovation WandDs Report date:07/31/12 Data filename: Paoe 7 of 7 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Valu Ceiling/Roof' 32.00 Wall 15.00 Floor/Foundation 32.00 Ductwork(unconditioned spaces): Glass&P.. , Window . Door CoolingHeating & Heating System: Cooling System: Water Heater: 'Name: •,Date: Comments: F 1 ' • 1 WNW N% ML lir - �� ��► ••j •w{ yam` now • • • • • act:= _ ��� � � �isl. ���_t�� •, -(��,����:`� — ''_� a 1 � -�=� ham`a: '/, _ - / sw��..._ = .f?'�:.j - ' ••' ' � `-bL • - • • • • s 1(• '� �._ .7' �-'� �e.tr� 4 _,fit" _rr IL � � 11 Hoffert House 1070 Montauk Avenue - Fishers Island, New York @ AT MB MACHINE BOLT SC SKIM COAT August 13, 2012 ABV. ABOVE FC FIRE CODE MECH MECHANICAL SCH SCHEDULE ACOUST,ACT ACOUSTICAL TILE FD FLOOR DRAIN MFD MANUFACTURED SCR SCREW AFF ABOVE FINISHED FLOOR FDN FOUNDATION MFR MANUFACTURER SDG SIDING ALT ALTERNATE FE FIRE EXTINGUISHER MIN MINIMUM SECT SECTION ALUM ALUMINUM FEC FIRE EXTINGUISHER-CABINET MISC MISCELLANEOUS SHT SHEET APPROX APPROXIMATE FG FIBERGLASS MO MASONRYOPENING. SINI SIMILAR ARCH ARCHITECT(URAL) FFE . FINISHED FLOOR ELEVATION MS MACHINE SCREW SPEC(S) SPEC[FICATION(S) _ AUTO.- AUTOMATIC --- - - - FIN FINISH - — MTD- -MOUNTED -- - - - - =SPM SINGLE PLY MEMBRANE ROOF -- FL FLOOR MTL METAL SS STAINLESS STEEL BS BOTH SIDES FLG FLASHING STD STANDARD BLDG' BUILDING FOB FACE OF BRICK N/A NOT APPLICABLE STL STEEL BLK- BLOCK FOG FACE OF CONCRETE NIC NOT IN CONTRACT STRUCT STRUCTURAL BLKG BLOCKING FOF FACE OF FINISH NO NUMBER' , SUSP SUSPENDED BLW BELOW FOS FACE OF STUD(S) NOM NOMINAL SV SHEET VINYL BM BEAM;BENCH MARK FR FIRE RESISTANT NS NEAR SIDE SYM SYMMETRY;SYMMETRICAL BRG' BEARING . FTF FACE TO FACE NTS NOT TO SCALE . BRK BRICK FTG FOOTING T&G t TONGUE&GROOVE BSMT BASEMENT FTY FACTORY OC .. ON CENTER(S) TEMP TEMPORARY BTM BOTTOM FUR FURRING OPG,OPNG OPENING TEMPD TEMPERED BTW BETWEEN OPP OPPOSITE THK THICKNESS) BW BOTH WAYS GA GAUGE THR THRESHOLD GALV GALVANIZED P PAINT. TOB TOP OF BRICK CAS - CARD ACCESS SYSTEM 'GC. GENERAL CONTRACTOR PC PRECAST CONCRETE TOG TOP OF CONCRETE CGST CERAMIC GLAZED STRUCTURALTILE GL GLASS PEN PENETRATION TOF TOP OF FOUNDATION CH CHANNEL GRT GRATE PL, P PROPERTY LINE;PLATE TOP TOP OF PARAPET CHLKG CAULKING GWB GYPSUM WALL BOARD/SKIM COAT PLASTER PLAM PLASTIC LAMINATE TOS TOP OS STEEL CJ. CONTROL-JOINT, GYP GYPSUM PL PLATE TR TREAD CLG CEILING PLAST PLASTER TS TUBE STEEL C,C. CENTER LINE HB. HOSE BIB PNL - PANEL TYP TYPICAL CL,CLR CLEAR(ANCE) HD HOT DIPPED POLYPRO POLYPROPYLENE CMU CONCRETE:MASONRY UNIT(S) HDWR HARDWARE PR- 'PAIR U U-VALUE COL COLUMN HGT, HT. HEIGHT- PREFAB PREFABRICATED' UL' UNDERWRITERS LABORATORIES CONC CONCRETE HM HOLLOW METAL . PTD PAINTED. UNF UNFINISHED CONT- CONTINUE;CONTINUOUS. . _ HOR: HORIZONTAL PT PRESSURE TREATED. CONTR. CONTRACTOR HR HAND RAIL PVC POLYVINYL CHLORIDE V VENT CO ' COORDINATE HT HEIGHT. PVMT' PAVEMENT VB VINYL BASE CPT' . CARPET HVAC HEATING VENTILATING&AIR CONDITIONING. PLYWD PLYWOOD VCT VINYL COMPOSITION TILE . CS COUNTER SUNK VERT VERTICAL CT CERAMIC TILE IJ. ISOLATION JOINT QT- ' QUARRY TILE VF VINYL FLOORING INCL INCLUDE(S); INCLUDING VIF VERIFY IN.FIELD DET ..DETAIL INSUL INSULATE(S); INSULATION R R-VALUE VIN VINYL DIA DIAMETER INT INTERIOR RB RUBBER BASE VP. VENT PIPE DIM -DIMENSION' JT JOINT RD ROOF DRAIN VT VINYL TILE DN DOWN . REF REFERENCE) VTR VENT THROUGH ROOF, DS - DOWNSPOUT KF KRAFT FACED REL RELOCATE DTL DETAIL KO KNOCK OUT REQ REQUIRE(D) W/ WITH 'DWG DRAWING REV REVERSE W/O WITHOUT LAM LAMINATED RFG ROOFING WB WONDERBOARD EA EACH LAV LAVATORY RH ROUND HEAD WC WALL COVERING EJ EXPANSION JOINT LF LIGHT FIXTURE RL RAIN LEADER WD WOOD EL ELEVATION LLC LEAD COATED COPPER RM - ROOM WF WIDE FLANGE ELEV ELEVATOR LVL LAMINATED VENEER LUMBER RMV_ REMOVE WP WATERPROOF EMERG EMERGENCY RO ROUGH OPENING WPC 'WATERPROOF COATING EQ EQUAL MANF MANUFACTURER R/S REINFORCING STEEL WR WASTE RECEPTACLE EQP EQUIPMENT MAT MATERIAL RES RESILIENT WS WOOD SCREW EXG EXISTING MAS MASONRY RUB RUBBER FLOORING WT 'WEIGHT EXP EXPOSED MAX MAXIMUM. RVS REVISE WWF WELDED WIRE FABRIC EXT EXTERIOR DURLAND VAN VOORHIS. aveo ABBREVIATIONS G-1 .0 t 50&993,6581 -- dwaAaemmm architects , Hoffert House 1070 Montauk Avenue - Fishers Island, New York August 13, 2012 SYMBOLS KEY MATERIALS KEY DETAIL NUMBER SIM CONCRETE ' _ A BUILDING SECTION SYMBOL — EXISTING GRID LINE A101 0 ® FINISH LUMBER DRAWING NUMBER CENTERLINE SYMBOL 0 (:: )— 1 — ® FRAMING LUMBER NEW GRID LINE DETAIL NUMBER SIM DETAIL SYMBOL TOILET ACCESSORY WOOD BLOCKING A101 �� TOILET ACCESSORY TAG DRAWING NUMBER 1 PLYWOOD ITEM NUMBER DOOR NUMBER 101 DOOR TAG WALL TYPE WALL TAG PLASTIC TRIM ii FLOOR ELEVATION SYMBOL WINDOW TYPE 0 GWB it WINDOW TAG DETAIL NUMBER 2 -2.1 EXTERIOR ELEVATION SYMBOL ` NEW CONSTRUCTION ROOM Room.name DRAWING NUMBER ROOM TAG NUMBER 101 0 EXISTING CONSTRUCTION DETAIL NUMBERS 1 AREA �150 SF DEMOLITION -6.1 2 INTERIOR ELEVATION SYMBOL DETAIL SIM NUMBER DRAWING NUMBER A1101 CALLOUT SYMBOL CONCRETE MASONRY UNITS 3 I I DRAWING NAME DRAWING NUMBER EARTH - DRAWING NUMBER View me SD SMOKE DETECTOR DRAWING TITLE SC E: 1/8tt = 1 t-0�t ® RIGID INSULATION DRAWING SCALE CO CO DETECTOR PLYWOOD DURLAND . VAN VOORHIS �e SYMBOLS & MATERIAL K S KEY G-1 . 1 t�`93656 ��F As indicated 508.997ASFI1 d.wdiaxamo architects . Hoffert House 1070 Montauk Avenue - Fishers Island, New York 28'-10"+/- August 13, 2012 DEMOLITION NOTES L — _L — _J + 1. REMOVE ALL EXISTING LATH&PLASTER STORAGE 2. REMOVE ALL EXISTING ELECTRICAL WIRING&FIXTURES 3. REMOVE ALL EXISTING PLUMBING&FIXTURES .4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING REMOVE EXG STAIR& INFILL OPENING sD GENERAL NOTES UNBLOCK EXISITNG OPENING& U REINSTALL DOOR — 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, BEDRO - HALL STORAGE APPENDIX J-EXISTING BUILDINGS&STRUCTURES NEW WINDOW&OPENING —.� 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT REQUIREMENT AT GROUND SD [ T MEET 5 SF EGRESS INSULATION,TYPICAL AT ALL EXTERIOR WALLS& �FLOOR ROOF b 3. INSTALL NEW GWB,TYPICAL THROUGHOUT C WALLS'(5/8")&CEILINGS(1/2"),TYPICAL INSTALL ONE LAYER OF 5/8" CO 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM FIRE CODE GWB (SIM TO UL L522)ALL OF `\j 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL GROUND FLOOR CEILING EXISTING WOOD WINDOWS. SLIVING (UNDERSIDE OF FIRST FLOOR) 6, REFINISH ALL EXISTING WOOD FLOORS ROOM BEDROOM 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN KITCHEN CONFORMANCE WITH SECTION R317 --F 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM S THROUGHOUT BUILDING IN CONFORMANCE WITH NFPA 13D.SHOP SUBMITTALS TO THE BLDG.DEPT TO OBATH FOLLOW DURING CONSTRUCTION 9. SMOKE&CO DETECTORS SHALL BE INSTALLED AS SHOWN OR AS MODIFIED BY THE JURISDICTION HAVING AUTHORITY 32'-5"+/- N- DURLAND VAN VOORHIS 6 GROUND FLOOR PLAN ODA.- r 508.993AW • I500.993.6581 `- - As indicated 0' 5' 10' dnrmdiaern.mm orehiteets Hoffert House REMOVE BATHROOM 1070 Montauk Avenue - Fishers Island, New York ADDITION _----- August 13, 2012 --- ---- ---------- NEW WINDOW TO MATCH I i I I PORCH IN EXG OPENING ill \ , I DEMOLITION NOTES L---� _ i REMOVE CLOSET 1. REMOVE ALL EXISTING LATH&PLASTER 2. REMOVE ALL EXISTING ELECTRICAL WIRING&FIXTURES HALL 3. REMOVE ALL EXISTING PLUMBING&FIXTURES RELOCATE EXG U REFRIGERATOR 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING DI SD LIVING ROOM ROOM GENERAL NOTES 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE _ 2010 RESIDENTIAL CODE OF NEW YORK STATE, r — APPENDIX J - EXISTING BUILDINGS&STRUCTURES 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT _� 1G INSULATION,TYPICAL AT ALL EXTERIOR WALLS& REMOVE INTERIOR �. SD W ° ! ROOF PARTITIONS � ��� 3. INSTALL NEW GWB,TYPICAL THROUGHOUT @ LAUNDRY WALLS (5/8") &CEILINGS(1/2"),TYPICAL. L — — — — — 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM . BREAKFAST I L —KITCHEN 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL ROOM i i I EXISTING WOOD WINDOWS SL —J I I I EMOVE XG 6. REFINISH ALL EXISTING WOOD FLOORS NEW WINDOW TO MATCH V� I I I I ARTITION � 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN IN EXG OPENING �l` I I I BATH ) CONFORMANCE WITH SECTION R317 I F —1 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM - THROUGHOUT BUILDING IN CONFORMANCE WITH NFPA 13D.SHOP SUBMITTALS TO THE BLDG DEPT TO REMOVE EXG PORCH, I I I I I I \ I I STAIR&SUN ROOM FOLLOW DURING CONSTRUCTION 9. SMOKE&CO DETECTORS SHALL BE INSTALLED AS _T ICI SHOWN OR AS MODIFIED BY THE JURISDICTION HAVING AUTHORITY III I I III I L_— — — —� I uL.u�. Lu L - - � L ®--� — — -J N32'-5"+/- DURLAND VAN VOORHIS 678 2 A FIRST FLOOR PLAN r5e&993.6567 F IM993ASSI ` NAs indicated 0' 5' 10, d—dhm— architects Hoffert House 1070 Montauk Avenue - Fishers Island, New York — August 13, 2012 I I I DEMOLITION NOTES 1. REMOVE ALL EXISTING LATH &PLASTER -REMOVE EXG II 2. REMOVE ALL EXISTING ELECTRICAL WIRING&FIXTURES PARTITION&DOOR 3. REMOVE ALL EXISTING PLUMBING&FIXTURES 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING DEN BEDROOM II sD sD GENERAL NOTES it O 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, + APPENDIX J-EXISTING BUILDINGS&STRUCTURES Zn . 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT AA D N INSULATION,TYPICAL AT ALL EXTERIOR WALLS& ROOF HALL (SD 3. INSTALL NEW GWB,TYPICAL THROUGHOUT CaWALLS {5/8") &CEILINGS(1/2"),TYPICAL O 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM BEDROOM BEDROOM 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL BATH EXISTING WOOD WINDOWS 0 6. REFINISH ALL EXISTING WOOD FLOORS O 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN CONFORMANCE WITH SECTION R317 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM, THROUGHOUT BUILDING IN CONFORMANCE WITH NFPA 13D.SHOP SUBMITTALS TO THE BLDG DEPT TO 32'-5"+/- I FOLLOW DURING CONSTRUCTION REMOVE PORCH & - — — —" —.— — 9. SMOKE&CO DETECTORS SHALL BE INSTALLED AS SUNROOM BELOW I I SHOWN OR AS MODIFIED BY THE JURISDICTION HAVING AUTHORITY L — — — -- - - - � N DUR,LAND VAN VOORHIS s �0274. SECOND FLOOR PLAN A-1 .2 A 508.M.6567 0 5 10' F508.993.6581 As indicated d—.aftm— architects Hoffert House 1070 Montauk Avenue - Fishers Island, New York August 13, 2012 `1900 d DEMOLITION NOTES 1. REMOVE ALL EXISTING LATH &PLASTER 2. REMOVE ALL EXISTING ELECTRICAL WIRING&FIXTURES SD O3. REMOVE ALL EXISTING PLUMBING&FIXTURES . CLOSET. . 45G _ 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING NEW PARTITION GWB FINISH HALL SIDE ONLY SD SD OP GENERAL NOTES 1: ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, + APPENDIX J- EXISTING BUILDINGS&STRUCTURES NFINISHED a UNFINISHED 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT ATTIC D ATTIC N INSULATION,TYPICAL AT ALL EXTERIOR WALLS& HALL SD ROOF 3. INSTALL NEW GWB,TYPICAL THROUGHOUT Qa . WALLS (5/8") &CEILINGS(1/2"),TYPICAL 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM SD 5. . UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL CLOSE '00e, EXISTING WOOD WINDOWS 6. REFINISH ALL EXISTING WOOD FLOORS i 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN CONFORMANCE WITH SECTION R317 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM THROUGHOUT BUILDING IN CONFORMANCE.WITH �1 FOLLOW DURING CONSTRUCTION ITTALS TO THE BLDG DEPT TO 32'-5"+/-VIF _ 9. SMOKE&CO DETECTORS SHALL BE INSTALLED AS SHOWN OR AS MODIFIED BY THE JURISDICTION HAVING AUTHORITY N DURLAND VAN VOORHIS 6 2.� THIRD FLOOR PLAN 0' -5 10 A ■ ISM993.6567 i•• r508.9916581 - As indicated dn9vhftmmm cre hiieels - BEDROOMHoffert House 1070 Montauk Avenue - Fishers Island, New York ATTICEXG Nor 02740 EXISTING - Y • • , V 6581 1 1 Hoffert House 1070 Montauk Avenue - Fishers Island, New York 28'- 10"+/- August 13, 2012 - . Co LAUNDRY ' U 6 BEDROOM MECH STORAGE N LIVING' ROOM KITCHEN BEDROOM 4 . 0 BATH 32'-5"+/- N DUR,LAND VAN VOORHIS 6 n 0274: GROUND FLOOR PLAN - EXISITNG X- 1 . 1 5U8.997.6567 �� 3/16"= 1'-0" 0' S' 10' '508.993.6591 , dry�5acnmm archi16cls Hoffert House 1070 Montauk Avenue - Fishers Island, New York August 13, 2012 FC51 0 O BATH PORCH — HALL BEDOOM. LIVING DECK ROOM 5 Zo D N BEDROOM BATH KITCHEN :01 O ` SUN PORCH DUKLAND VA N N VOORHIS . b� FIRST FLOOR PLAN EXISITNG X- 1 .2 f 509.993AM) -. 3/16"= 1'-0" a.�h��■��. 0' 5' 10' Hoffert House 1070 Montauk Avenue - Fishers Island, New York 32'-5"+/- August 13, 2012 DEN -- BEDROOM - - - -- D a HALL BEDROOM BEDROOM 0 BATH O I — ' N DURLAND VAN VOORHI=S 6 02740 SECOND FLOOR' PLAN - EXISITNG r.� X- 1 -.3 308.993AW f 509.993.6"1 `- - 3/16"= 1'-0" 0 5' 10 dwordiaecmaoia e r c h i t e c t a ` Hoffert House REMOVE BATHROOM 1070 Montauk Avenue - Fishers Island, New York ADDITION October 23, 2012 _ r I J _\JJ '/ \ I I DEMOLITION NOTES NEW WINDOW TO MATCH I I i I I PORCH i 1. REMOVE ALL EXISTING LATH&PLASTER IN EXG OPENING 1 !I ! 2. REMOVE ALL EXISTING ELECTRICAL WIRING& �~ i i FIXTURES I — - - REMOVE CLOSET J3. REMOVE ALL EXISTING PLUMBING.&FIXTURES . I ' }J 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING J` HALL u 7 RELOCATE EXG � REFRIGERATOR GENERAL NOTES LI SD DINING ROOM - ROOM 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, - — - APPENDIX J-EXISTING BUILDINGS&STRUCTURES / _2'-9'_ 3'-0" 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT INSULATION,TYPICAL AT ALL EXTERIOR WALLS& r — ROOF � � I 3. INSTALL NEW GWB,TYPICAL THROUGHOUT @ — WALLS (5/8")&CEILINGS(1/2"),TYPICAL coat CF) REMOVE INTERIOR o SD M1¢: _ closet i PARTITIONS \0 a 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM BATH= �, 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL EXISTING WOOD WINDOWS o i pantry - - i _ - 6. REFINISH ALL EXISTING WOOD FLOORS bo iIV cl - M i I oset ;, 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN BREAKFAST iOJO; KITCHE i , pantry m electrical` J CONFORMANCE WITH SECTION R317 — j0m i �! i �n !�4—o— � — NEW WINDOW TO MATCH IN EXG OPENING N 8NSTACL RESIDENTIAL SPRINKLER-SYSTEM LA NDR THROUGHOUT BUILDING IN CONFORMANCE WITH I � __U pantry I �' NFPA 13D.SHOP SUBMITTALS TO THE BLDG DEPT TO FOLLOW DURING CONSTRUCTION ! ! i F - — — - — — 9. SMOKE&CO DETECTORS SHALL BE'INSTALLED AS REMOVE EXG PORCH, 13'-0, 5'-3"� 2'-3" ! SHOWN OR AS MODIFIED BY h0l1RI DJCTfON ;,ti.\ STAIR&SUN ROOM HAVING AUTHORITY • 9 ,R I 1'- 5'-2" 2'-5' 3'-3" O�-.� ,L:cS i 1—I_1 10' d;�6�! O ! I I I I I 12x6 STUD WALL ` I I I i I I . I / l_ _ _ e- — _��_ ._ __ OPTIONAL DOOR 02-577 DURLAND VAN VOORHIS 67e p6....722 �� 27a. ON SO8.993.6581 FIRST FLOOR PLAN - III 50.99.658 As indicated 0' 5' 10' dwvrddecb.mm "r c h i l o c l s Hoffert House 1070 Montauk Avenue - Fishers Island, New York — — — — — — — — October 23, 2012 I I I I I I t DEMOLITION NOTES I� 1. REMOVE ALL EXISTING LATH&PLASTER REMOVE EXG 2. REMOVE ALL EXISTING ELECTRICAL WIRING&FIXTURES PARTITION&DOOR it �� 3. REMOVE ALL EXISTING PLUMBING&FIXTURES - ( 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING DEN I 1 BEDROOM I II sD SD GENERAL NOTES II O i1 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, + APPENDIX J-EXISTING BUILDINGS&STRUCTURES io 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT D N INSULATION,TYPICAL AT ALL EXTERIOR WALLS& ROOF HALL 3. INSTALL NEW GWB,TYPICAL THROUGHOUT Qa SD SD WALLS (5/8")&CEILINGS(1/2"),TYPICAL O 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM BEDROOM BEDROOM 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL O BATH EXISTING WOOD WINDOWS 6. REFINISH ALL EXISTING WOOD FLOORS O 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN CONFORMANCE WITH SECTION R317 8. INSTALL RESIDENTIAL SPRINKLE THROUGHOUT BUILDING IN NFPA 13D.SHOP SUBMITT�A E B PTO —32'-5"+/- I FOLLOW DURING CONS . O FEAR S REMOVE PORCH& ` —�` — — — — 9. SMOKE&CO DETECT L SUNROOM BELOW I SHOWN OR AS MODIF - I HAVING AUTHORITY 1 — - - - - - -- - - �'+� 025717 N ��'o��NE�``° DURLAND - VAN VOORHIS 628,.e,a„n� �b SECOND FLOOR PLAN A-1 .2 new adk.d— ovao 150&993.6569 �. 0' 5' 10, 150B.993.6581 As indicated dv.arhI-, a'c h f i e c l s �r Hoffert House 1070 Montauk Avenue - Fishers Island, New York October 23, 2012 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE rl 2010 RESIDENTIAL CODE OF NEW YORK STATE, APPENDIX J-EXISTING BUILDINGS&STRUCTURES North Elevation 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT 1 INSULATION,TYPICAL AT ALL EXTERIOR WALLS& SCALE: 1/4== 1'-0" ROOF CLOSET 3. INSTALL NEW GWB,TYPICAL THROUGHOUT Qa WALLS (5/8") &CEILINGS(1/2"),TYPICAL 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL EXISTING WOOD WINDOWS 6. REFINISH ALL EXISTING WOOD FLOORS 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN OFFICE ❑ BEDROOM CONFORMANCE WITH SECTION R317 STAIR HALL 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM THROUGHOUT BUILDING IN CONFORMANCE WITH NFPA 13D.SHOP SUBMITTALS TO THE BLDG DEPT TO FOLLOW DURING CONSTRUCTION (:2 East Elevation 9. SMOKE&CO DETECTORS SHALL BE INSTALLED AS SCALE: 1/4" = 1'-O" °B Olds er SHOWN OR AS MODIFIED BYTHE JURISDICTION 1 HAVING AUTHORITY 4 A-1.3.11 CLO 3 LES A \ �. �25717 ®Q` 3 South Elevation 4 West Ele , E�� SCALE: 1/4== 1'-0" SCALE: 1/4" = 1'-0" N DURLAND - VAN VOORHIS 678 plw+artmam -�ovao THIRD FLOOR PLAN - II 01 5' 10, A-1 .3.ii 1508.997.6567 Q l 508.993.6581 As indicated d.w W—.mm archi'iac'1s Hoffert House DEMOLITION NOTES 1070 Montauk Avenue - Fishers Island, New York February 26, 2013 1. REMOVE ALL EXISTING LATH&PLASTER 2. REMOVE ALL EXISTING ELECTRICAL WIRING& FIXTURES GENERAL NOTES 3. REMOVE ALL EXISTING PLUMBING&FIXTURES 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING 2010 RESIDENTIAL CODE OF NEW YORK STATE, APPENDIX J-EXISTING BUILDINGS&STRUCTURES 1 North Elevation 2. INSTALL NEW FIBERGLASS BATT INSULATION TYPICAL ATALL EXTERIOR WALLS& ROOF 3. INSTALL NEW.GWB,TYPICAL THROUGHOUT Qa WALLS (5/8") &CEILINGS(1&),TYPICAL CLOSET 4. PAINT ALL INTERIOR WALLS,CEILING&TRIM 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL D EXISTING WOOD WINDOWS 6. REFINISH ALL EXISTING WOOD FLOORS 7. INSTALL HARDWIRED SMOKE&HEAT DETECTORS IN CONFORMANCE WITH SECTION R317 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM: . THROUGHOUT BUILDING IN CONFORMANCE.VIIITH NFPA 13D SHOP SUBMITTALS TO:THE BLDG.DEFT TO 7 4G�; OFFICE BEDROOM . FOLLOW DURING CONSTRUCTION East Elevation' 9. SMOKE&CO DETECTORS SHALL BE.INSTALLED AS 2 STAIR HALL SCALE: .1/4" _. 1 -0° 4'-9" SHOWN OR AS MODIFIED BY THE AUTHORITY '. . HAVING JURISDICTION d ower 2'-6"77 2'-6" 4 A-1.3.ii - 0 D'���.',y C? CHARL VOO 1 r - - 7r_5" �� 02-i717 3 South Elevation �`�®l � v �s� , 4 West .Elevation SCALE: 1/4" = 1'-0" DURLAND VAN VOORHIS 628 pl-,9reer ov40 THIRD FLOOR PLAN - II 0. 5, 1 , A-1 .3.ii r 508.493.6567 L� O f 508.993.6"' As indicated dwm60cm. archi lec 13 Hoffert House DEMOLITION NOTES 1070 Montauk Avenue - Fishers Island, New York February 26, 2013 1. REMOVE ALL EXISTING LATH &PLASTER 2. REMOVE ALL EXISTING ELECTRICAL WIRING& FIXTURES GENERAL NOTES 3. REMOVE ALL EXISTING PLUMBING&FIXTURES 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING 2010 RESIDENTIAL CODE OF NEW YORK STATE, APPENDIX J-EXISTING BUILDINGS&STRUCTURES rth Elevation 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT &N, INSULATION,TYPICAL AT ALL EXTERIOR WALLS& SCALE: 1/4" = 1'-0" RooF 3. INSTALL NEW GWB,TYPICAL THROUGHOUT @ WALLS (5/8")&CEILINGS(1/2"),TYPICAL . PAINT INTERIOR WALLS,CEILING&TRIM . CLOSET 4 NT ALL NTER OR 5. UNLESS NOTED OTHERWISE REPAIR&REGL.AZE ALL EXISTING WOOD WINDOWS 6. ;REFINISH ALL EXISTING WOOD FLOORS 7 INSTALL HARDWIRED SMOKE&HEAT.DETECTORS:IN CONFORMANCE ONFO MANGE WITH SECTION R317 8. INSTALL RESIDENTIAL SPRINKLER SYSTEM: THROUGHOUT BUILDING IN CONFORMANCE WITH . . NFPA 13D.SHOP SUBMITTALS TO.THE BLDG.DEPT TO OFFICE BE N East Elevation 2 STAIR, HALL 9. °AS 4'-9" D SCALE`.. .1/4" = 1�-O° SHOWN OR'AS MODIFIE BY THE AUTHORITY HAV ING JURISDICTION zsa� m m N N m - a N` § s ower 2''-6" 2'-6" -6 - - - - LO, 4 A-1.3.ii DD C ALES 7 5' :21 „4a 17r77 ; 6" South Elevation A�T� 02-717 O@� West Elevation 3 SCALE: 1/4" = 1'-0" o�„NE� 4 SCALE: 1/4" = 1'-0" DURLAND VAN VOO.R.HIS N 628 pe ,322 o470 THIRD FLOOR PLAN II 015, A-1 .3.i• ,0 1r 508.993.6567 !0- 509.993.6581 As indicated dnarchuacn.mm architects Hoffert House 00 DEMOLITION NOTES 1070 Montauk Avenue - Fishers Island, New York February 26, 2013 1. REMOVE ALL EXISTING LATH&PLASTER 2. REMOVE ALL EXISTING ELECTRICAL WIRING& FIXTURES GENERAL NOTES 3. REMOVE ALL EXISTING PLUMBING&FIXTURES 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE ri 4. REMOVE ALL EXISTING HEAT DISTRIBUTION PIPING 2010 RESIDENTIAL CODE OF NEW YORK STATE, APPENDIX J- EXISTING BUILDINGS&STRUCTURES 1 North Elevation 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT INSULATION,TYPICAL AT ALL EXTERIOR WALLS& SCALE: 1/4" = 1'-0" RooF 3. INSTALL NEW GWB,TYPICAL THROUGHOUT Qa WALLS (5/8") &.CEILINGS(1/2'),TYPICAL CLOSET . PAINT WALLS,CEILING&TRIM 4 ALL INTERIOR 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE ALL EXISTING WOOD WINDOWS 6. REFINISH ALL EXISTING WOOD FLOORS 7. INSTALL HARDWIRED-SMOKE&HEAT DETECTORS IN H S CONFORMANCE WIT ECTION R317 . INSTALL RESIDENTIAL SPRINKLER SYSTEM THROUGHOUT BUILDING IN CONFORMANCE WITH NFPA 13D SHOP SUBMITTALS TO THE BLDG DEPT TO OW D OFFICE BEDROOM ; FOAL DURING CONSTRUCTION East. Elevation ORS SHALL B E 2 . STAIR HALL 9. :SMOKE&CO DETECT L E.INSTALL D AS SCALE`. 1/4" _. 1 -O" 4�_9„ SHOWN OR AS MODIFIED BY THE AUTHORITY HAVING JURISDICTION Ns owes 2'-6' 2'-6" CLO 4 A-1.3.ii - D ® �HARL 7'_5 'Ai\R VOOR�. 77 3 South Elevation oi� ®� 4 West Elevation SCALE: 1/4" = 1'-0" DURLAND = VAN VOORHIS N _ _ 629i n740 THIRD FLOOR PLAN - 11 , , A-1 .3.ii 017d :508.993.6567 pem F 0 5 1 Q f 509.993.6581 As indicated .d—,.h'm—.m archifecf, Hoffert House 1070 Montauk Avenue - Fishers Island, New York Revised April 21, 2019 DEMOLITION NOTES f _ _ _ � 1. REMOVE ALL EXISTING PLUMBING &FIXTURES 1 1 2. REMOVE ALL DISCONNECTED HEATING _ __ ._l EQUIPMENT STORAGE GENERAL NOTES CLO w ° 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,APPENDIX J-EXISTING BUILDINGS& UNBLOCK EXISITNG OPENING SD LAUNDRY STRUCTURES &REINSTALL DOOR —— i 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT NEW WINDOW&OPENING BEDRO ALL MECH INSULATION,TYPICAL AT ALL EXTERIOR WALLS& TO MEET 5 SF EGRESS ROOF REQUIREMENT AT SD CLO GROUND FLOOR BATH 3. INSTALL NEW GWB,TYPICAL THROUGHOUT Ca WALLS (5/8")&CEILINGS(1/2"),TYPICAL 4. PAINT ALL INTERIOR WALLS, CEILING &TRIM INSTALL ONE LAYER OF 5/8" - — - _ 5. UNLESS NOTED OTHERWISE REPAIR& REGLAZE ' FIRE CODE GWB i - (SIM TO UL L522)ALL OF - ALL EXISTING WOOD WINDOWS r _' GROUND FLOOR CEILING 4'-0" 6. INSTALL HARDWIRED SMOKE &HEAT DETECTORS APR 2 6 2019 (UNDERSIDE OF FIRST FLOOR) i O O IN CONFORMANCE WITH SECTION R317 INS-TALL-RESIDENTIAL-SPRiNK-L-ER-SY-ST-EM LIVING OFFICE THROUGHOUT BUILDING IN CONFORMANCE WITH - � � � ROOM NFPA 13D. SHOP SUBMITTALS TO THE BLDG DEPT KITCHEN — TO FOLLOW DURING CONSTRUCTION North ; ! '� 1 \X/ SD 8. SMOKE&CO DETECTORS SHALL BE INSTALLED AS SHOWN OR AS MODIFIED BY THE AUTHORITY -HAVING JURISDICTION L< E REMOVE ALL PLUMBING FIXTURES GRINTO DER PUMP REMAIN r ENLARGE EXG WINDOW OPENING& REPLACE WINDOW DURLAND • VAN VOORHIS y" �, 648 pbosam 322 i dI! A ..�. I GROUND FLOOR PLAN `t �, 02740 A-1 .0 t 508.993.6567 ' ' \�� 0' 5 �10 - f508.993.658t As indicated d+.erchtrecn.mm architects F Hoffert House 1070 Montauk Avenue - Fishers Island, New York Revised April 21, 2019 DEMOLITION NOTES I- — 7- — 1. REMOVE ALL EXISTING PLUMBING& FIXTURES 2. REMOVE ALL DISCONNECTED HEATING — — J EQUIPMENT STORAGE GENERAL NOTES CLO w ° 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK UNBLOCK EXISITNG OPENING STATE,APPENDIX J - EXISTING BUILDINGS& & REINSTALL DOOR SD LAUNDRY STRUCTURES 2. INSTALL NEW KRAFT-FACED FIBERGLASS BATT NEW WINDOW&OPENING BEDRO MECH INSULATION,TYPICAL AT ALL EXTERIOR WALLS& TO MEET 5 SF EGRESS ALL ROOF REQUIREMENT AT SD CLO BATH 3. INSTALL NEW GWB,TYPICAL THROUGHOUT 0GROUND FLOOR WALLS (5/8") &CEILINGS (1/2"),TYPICAL �O 4. PAINT ALL INTERIOR WALLS, CEILING &TRIM . INSTALL ONE LAYER OF 518" - — - _ 5. UNLESS NOTED OTHERWISE REPAIR&REGLAZE FIRE CODE GWB I = ALL EXISTING WOOD WINDOWS r GROUND FLOOR CEILING' 4--0° — — �� _ APR 2 6 2019 �'_ 6. INSTALL HARDWIRED SMOKE&HEAT DETECTORS (UNDERSIDE OF FIRST FLOOR) i O SD `r' IN CONFORMANCE WITH SECTION R317 - - 7INSTALL-RESIDENTIAL-SPRINKLER-S-Y-S-TEM r•i ti. c i ;r,a..r';T� LIVING I OFFICE THROUGHOUT BUILDING IN CONFORMANCE WITH j ROOM NFPA 13D.SHOP SUBMITTALS TO THE BLDG DEPT KITCHEN — : TO FOLLOW DURING CONSTRUCTION SD 8. SMOKE&CO DETECTORS SHALL BE INSTALLED AS North x SHOWN OR AS MODIFIED BY THE AUTHORITY HAVING JURISDICTION I 77� I I - — - REMOVE ALL PLUMBING FIXTURES GRINDER PUMP TO REMAIN ( Al9 L ENLARGE EXG WINDOW OPENING & REPLACE WINDOW DURLAND ■ VAN VOORHIS (' 628 p6—m WW suers tea: A ; m%%?==m1 GROUND - FLOOR PLAN ,` A-1 .0 508'997.6567 5' 10, As indicated \ A� 02-V17,f 508.99].6581 dr508. ecn.mm architect s op� NF `l 32'-51/4" 32'-51/2" 10'-5" 8'-10 3/4" 13'-1 1/2" SD STORAGE CLOSET SD 402 uP DEN FTO-11 BEDROOM 2 302 BEDROOM 6 403 _ N L? BEDROOM 5 N N 401 DN DN SD SD SD SD sp SD O ° Ll BEDROOM 3 BEDROOM 4305 303 BATH 3 BATH 4 04 �U) F4TO-4] Q 3 LJ ° oQ 1 V-10 5/8" 10'-10 3/4" 9'-7 7/8" THIRD FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4" = 1'-0, SCALE: 1/4" = 1'-0, 1 V-4" 10'-3 7l8" 10'-91/2" V-3 3/8" 30'-1 3/8" 2'-4" N STORAGE °O ti ~ 1072 Mart 2 U 2023 - -- - - p "t�'�;JOFSOtnHOLD Sam Fitzgerald Architect, PC UP ZLAUNDRY 15 E. Putnam Ave.,#234 LIVING ROOM SD BEDROOM 1 SD 10 � Greenwich CT 0683 0 201 DINING ROOM 101 MECHANICAL 860.287.3808 202 Q 105 SamCsfapc.net QSD BATH 1 � DRAWING REVISIONS 104 1 3/16/2023 PERMIT UPDATES TO#48982 N N e CO L? LLB J— N Lr j N N 0 QQ SD DRAWING ISSUE BREAKFAST BATH 2 ROOM � 205 QQ STORAGE 203 � SD 108 LIVING ROOM ® KITCHEN ° KITCHEN 107 0 0- 00 204 sD 106 OQ LAUNDRY D 206 EXISTING CONDITIONS FOR THE W _.- e �,�.r --� HOFFERT HOUSE 1070 MONTAUK AVE.FISHERS ISLAND NY 32i-5 3/8 n O �;: Cm C � Sheet Title 32'-5 3/8" FLOOR PLANS Date 03/09/2023 FIRST FLOOR PLAN BASEMENT PLAN Project �j � � 60.000 Al 2 " _ n n _ i n / Scale • SCALE: 1/4 1 -0 SCALE: 1/4 = 1 -0 AS NOTED