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HomeMy WebLinkAbout51594-Z �o��pF SOUTyO`O Town of Southold * * P.O. Box 1179 io 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46917 Date: 03/18/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 3535 Westphalia Rd Mattituck, NY 11952 Sec/Block/Lot: 113.-13-20 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/22/2025 Pursuant to which Building Permit No. 51594 and dated: 01/29/2025 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: "As built" habitable third story and fire protection system to an existing single-family dwelling as applied for per ZBA#7935 dated 9/19/2024. The certificate is issued to: Belle &Bean Ventures LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 25-103040 8/21/2025 PLUMBERS CERTIFICATION: Jare Zinna /14/2026 01 Aut o ze Signature I ho�ao�soaryo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 4 TOWN CLERK'S OFFICE Xyoourrtr. 4 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#: 51594 Date: 01/29/2025 Permission is hereby granted to: Belle & Bean Ventures LLC 1022 Pelhamdale Ave Pelham, NY 10803 To: Legalize an"as built" habitablethird story in an existing single-family dwelling and construct proposed bathroom as applied for per ZBA approval. Requires fire protection system permit. Premises Located at: 3535 Westphalia Rd, Mattituck, NY 11952 SCTM# 113.-13-20 Pursuant to application dated 01/22/202S and approved by the Building Inspector. To expire on 01/29/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $899.00 FIRE SPRINKLERS $300.00 Single Family Dwelling- Alteration $72.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,371.00 Building Inspector OF SOUly�lo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INS ATION/CAULKING [ ] FRAMING /STRAPPING [ ] AL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENET ATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL o REMARKS: Lk �nAV$ -r. -� lS . t/ct� DATE I� �O�'?7 INSPECTOR OE SOUTyolo - # TOWN OF SOUTHOLD BUILDING. DEPT. ��y000MV N�' 631-765-1802 INSPECTION j ] FOUNDATION'IST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ . ] F EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: ✓h UV44 _1 �1 DATE INSPECTOR *qf soaryolo # # TOWN' OF SOUTHOLD BUILDING DEPT. 631-765-1802 �► I- NSPEC ION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REM RKS: � f DATE 5 / MY.S - . INSPECTOR �aUT,�o rc K(,.wr S &J ,5s wwrha lt, q SO * # TOWN OF SOUTHOLD BUILDING DEPT. coug+a 631-765-1802 �y INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s4ldit ;;?ev i -'vu4 o&sa 4..& 1 j64 k veove- A46 4-j AWI.Wj �/5 LA"- w� � �G► Wa n y c7�� 5 v � o-rN a,l l DATE 2 `zr zDir INSPECTOR 7e• l grwlln �O�aOF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 a INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND . [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ . ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (i) Vw- QV74 r I� • DATE '?�� INSPECTOR Certificate of Compliance __.___.._......._,......_...._._.._._.._._.._._..................................................._.._...__.._...__................_.............. CERTIFIED ELECTRICAL INSPECTIONS, INC. I 188 PARK AVENUE AMITYVILLE NY 11701 S E P 1 2 025 P: (631) 698-6610...._................._...................:.........._... ............_..,..........._.... CERTIFIES THAT BaRPti;� D� a,ran+ Upon the application of Upon premises owned by Rita Zasowski Rita Zasowski 3535 Westphalia Road 3535 Westphalia Road Mattituck, NY 11952 Mattituck, NY 11952 Located at: 3535 Westphalia Road, Mattituck, NY 11952 Application Number* 25-103040 Certificate#: 25-103040 Electrical License#: - ` Section: 113 Block: 13 Lot: 20 Building Permit M 51594 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 3rd Floor-Bedroom/Bathroom A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was.conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st day of August 2025. Name QTY Fixture- 15 Amp, 120V 6 GFI Receptacle- 15 Amp, 120 V 1 Switch- 15 Amp, 120V 4 Exhaust Fan -20 Amp,120V 1 Electrical Inspector: Sal Franglpane AP �%%3FF[1j/r 44& Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CO2 Southold, NY 11971-0959 uu L d FEB 4 2026 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: qhol& Building Permit No. Owner: 4Wt rA (t v\ jv\+ujY- L L-L (Please print) Plumber: ja/--,--"j /—,'n *A I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of JA it a g /Z% -, 20ZL- f Notary Public, County ERICA MICH LL L AZAROW Notary Public-State of New NO,01 636006 York Myc Qualified in Suffolk County Commission Expires Jun 12,2029 Condon Engineering, P.C.New York State Licensed Professional Engineers 1755 Sigsbee Road, 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com E Q U October 4, 2025 0 CT - 8 2025 Mr. Mike Verity Building DepartmentChief Building inspector Town of Southold Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 , Re: 3535 Westphalia Road Mattituck, NY Dear Mr. Verity: ' Based on my observations the attic space has been completely finished and to the best of my knowledge the framing and insulation installed meets N.Y. State Building Code requirements. If you have any questions, please call me at 631-298-1986. Yours truly, 0F Nrgl E. J. CpNoyO�� * ,� C7 ,: BOA 051684 i ��FESS10\A CONTRACTOR'S MATERIAL &TEST CERTIFICATE FOR ABOVEGROUND PIPING Additional copies of this form are Loss Prevention Publications-Training Resource Center available to insureds from: Factory Mutual Engineering and Research,1151 Boston-Providence Turnpike,P.O.Box 9102,Norwood MA 02062 PROCEDURE: Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against the contractor for faulty material,poor workmanship, or failure to comply with approving authority s requirements or local ordinances. PROPERTY NAME DATE / /2025 PROPERTY ADDRESS 3535 Westphalia Road, Southold, NY 11952 ,; ACCEPTED BY APPROVING AUTHORITY(S)NAMES ADDRESS RLANS ' INSTALLATION CONFORMS TO ACCEPTED PLANS YES ❑ NO EQUIPMENT USED IS APPROVED(IF NO,STATE DEVIATIONS BELOW) YES ❑ NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL X YES ❑ NO VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN: INSTRUCTIOiRNS HAS COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN LEFT ON PREMISES? X YES ❑ NO a � IF NO,EXPLAIN: 'LOGATION'OF SUPPLIES BUILDINGS SY„STEM ; 7 IFICESIZE, , , UANTI TEMPS TURF, ; n��YEAR Q��. :> :.���n , _ r, .. �'��a�C vr�a `� �-" ��Bm� Rasco RFC49 1/2" 12 165 SPRINKLntmu ERS y ,�q d&R R ^ PIPE CONFORMS TO N FPA 13 STANDARD YES ❑ NO ZL PIPE AND FITTINGS FITTINGS CONFORM TO NFPA 13 STANDARD YES ❑ NO " IF NO,EXPLAIN: Fy Y ., MAXIMUM,�TIMETOaOPERAI ,T.ROUGHTEST:PIPE�����R ALAIM e^ TYPE MAKE MODEL MIN. SEC. WATERFLOW SWITCH - � INDICATOR � j 77777777 •=a w n asa^h e x"w R1 w a'4'�tL"' v' ��, MAKE MODEL SERIAL NUMBER MAKE MODEL SERIAL NUMBER "R a " ATIME�TOf OPE G v� THRU TEST PIPE PRESSURE a ' IRESSURE PRESSURE Reached Test R ,; Properly T .� e < � y r MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. ., WITHOUT Q.O.D. �Rx # WITH Q.O.D. IF NO EXPLAIN: 85A(3-94)FMRC PRINTED IN USA OPERATION: ❑PNEUMATIC ❑ELECTRIC ❑HYDRAULIC PIPING SUPERVISED OYES ❑NO DETECTING MEDIA SUPERVISED? ❑ YES ❑ NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? ❑ YES ❑ NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? El YES ❑ NO r" IF NO,EXPLAIN: ,,DEL,U E 8 ', Does each circuit operate Does each circuit Maximum time to PR C I'll � � MAKE MODEL supervision loss alarm? operate valve release? operate release YES NO YES no MIN. SEC. ��i ` ✓ °'�` HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent � TESTy '_ damage. All aboveground piping leaking shall be stopped: DESCRIPTION PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1'%psi(0.1 bars)in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1'/2 psi(0.1 bars)in 24 hours. a;fie ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR 2 Hrs. IF NO,STATE REASON DRY PIPING PNEUMATICALLY TESTED? ❑ YES ❑ NO �5 EQUIPMENT OPERATES PROPERLY? RYES ❑ NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE TESTS TEST PSI OPEN WIDE PSI Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NUMBER 8513? ❑ YES ❑ NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING? ❑ YES ❑ NO NUMBER USEDLOCATIONS NUMBER REMOVED T�sfiNc,3 ° NONE a �-�GA�SKETS •'' y; V1H WELDED PIPING? ❑ YES NO ,haw ">.'a roN�„,.. Cry+',: abc� .7, ', ✓ .; �, ' `v+ i IF"Y"A r DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH z r THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3? ❑ YES ❑ NO ,YWELDI G- t DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE �a WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3? ❑ YES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING v ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT INTERNAL " r DIAMETERS OF PIPING ARE NOT PENETRATED? ❑ YES El NO HYDRAULIC NAMEPLATE PROVIDED? OMES ❑ NO 'uDAT ✓ IF NO,EXPLAIN: Ell DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: dY y w >REMARKS � a NAME of INSTALLING CONTRACTOR SENTRY AUTOMATIC FIRE PROTECTION, INC. WiThlESSED=BYE Fey �sv�N FOR PROPERTY OWNER(Signe TITLE (��,�, DATE ©S�2� ` FOR INSTALLING CONTRACT (Signed) TITLE `n l DATE o p,2s,�r ADDITIONAL EXPLANATION AND NOTES: 85A BACK ,v j ,r L�3 J AN 2 3 2025 SENTRY /c'hRE PR� Sentry Automatic Fire Protection Inc 735 Flanders Road, Flanders, NY, 11901 (631) 723-3095 To whom it may concern, The automatic sprinkler system to be installed at 3536 Westphalia Road is a NFPA 13-D residential limit e stem that complies with 2020 Residential Code of NYS section P2904 or NFPA 13-D nd the requirements of Appendix J, AJ601.8.3. Rousi Mitev, PresUl/21/2025 f FIELD INSPECTION REPORT DATE COMMENTS , n FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) - ROUGH FRAMING& l� `w PLUMBING INSULATION PER N.Y. _ — r 1 STATE ENERGY CODE Jyp FINAL = ADDITIONAL COMMENTS LiZS - -��_�$��_ ems.• �r w•e. * iKsu.l . __ _- - ------ �- _s_-a� - 0i o��guFFOL��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT ma Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y�o ao� Telephone (631) 765-1802 Fax (631) 765-9.502 https://www.southoldtowm.gov Date Received APPLICATION FOR BULLMU& V ijII�/11u � i �1 For Office Use Only PERMIT NO. Building Inspector: Jv� U Ai�� U ` I- I,� a d JAN 2 2 2025 :. 'Applications and forms must be filled out in their entirety. Incomplete - -- * • a,g. b applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: ! OWNER(S)OF PROPERTY: I ) Name: / U + SCTM# 1000- __......_.__�CIIE__-CL�i __ P�l�_. .�1't. .Ga.�P-S.___._ .__.__ .____..-.,__ Project Address: Phone#:a1�7.— �a 3a Email: Mailing Address: /p Pelho alb Ave_ Pe(ha Y - /0iro3 CONTACT PERSON:" ' Name; .. Mailing Address: /0�� P-e l`1Gimdal e.... Ave Phone# Email: DESIGN PROFESSIONAL INFORMATION:, Name. Mailing Address: Roy- u Phone#: 0.173-1-5r- 7 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: _ Email DESCRIPTION OF PROPOSED CONSTRUCTION " ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: LTOther S R(411+ $ Will the lot be re-graded? ❑Yes ErNo Will excess fill be removed from premises? ❑Yes 19N10 1 PROPERTY INFORMATION " Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes k6o IF YES, PROVIDE A COPY. Check.Box•After Reading:-'The owner/contractor/design professional Is'responsible for"all drainage and storm water issues as provided'by chapter 236 of the Town Code.,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,alterations orafor 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(s)for necessary inspections:False statements made herein are punishable as a'tClass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Andrea)Za5du,6-41 []Authorized Agent EfOwner CON D.BUNCH Signature of Applicant t to of New York Date: - No.01BU6185050 7"Qualified in Suffolk County STATE OF NEW YORK) Commission Expires April 14, 2 0�16 SS: COUNTY OF ) L 8eox lie _ �ge�le ark vr�u�res LC) eul )- 7kia vsk being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this nr✓ day of �, 20 VL -&v\ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i 1 X�zzL` DU ILDING DEPARTMENT- Electrical Inspector AUG 3 0 2023 TOWN OF SOUTHOLD CM - Town Hall Annex - 54375 Main Road - PO Box 1179 { y ' Southold, New York 11971-0959 } • 'BUTA,DING DEPT. y�0ryeOIg,Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcY�southoldtownny qov seandCaDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:'" Electrician's Name: License No. �— �� �� Elec. email: C'� ' Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: (gyp /dak -�) rnDri dqA 1r73 Ll JOB SITE INFORMATION (All Information Required) Name: 91?ffe- nr eaA Vlel[�tt,C-� C reuJ J. So � Address: g -}- la Cross Street- Phone No.:o9&-7-S aq Bldg.Permit#: email: 6ew•j t `Ge rat . L <cot 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?: ZYES ❑ 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 Laterals M 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE,WITH APPLICATION FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 9, 2024 TO: Belle& Bean Ventures LLC 1022 Pelhamdale Ave Pelham,NY 10803 Please take notice that your application dated August 30, 2023: For permit: to legalize the "as built"habitable third story to an existing single-family dwelling, at: Location of property: 3535 Westphalia Road,Mattituck,NY County Tax Map No. 1000 - Section 113 Block 13 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed dwelling, on this conforming 88,809 sq. ft. lot in the R-80 District, is not permitted pursuant to Article III Section 280-14 Bulk Schedule 280 Attachment 3, which states, dwellings in the R-80 district are allowed a maximum of 2 1/2 stories. The architectural plans show an"as built"habitable third story. Authorized Si ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS *0f SUpj Southold Town Hall Leslie Kanes Weisman,Chairperson h0 1p 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G �p� Town Annex/First Floor, Robert Lehnert,Jr: O�,yU 54375 Main Road(at Youngs Avenue) Nicholas Planamento + Southold,NY 11971 RECEIVED p• http://southoldtownny.gov �. 6 110:d 0 a YL& ZONING BOARD OF APPEALS SEP 2 4 W1 TOWN OF SOUTHOLD Tel. (631)765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF SEPTEMBER 19,2024 ZBA FILE No.7935 NAME OF APPLICANT: Belle&Bean Ventures,LLC PROPERTY LOCATION: 3535 Westphalia Road,Mattituck,NY SCTM No. 1000-113-13-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated May 21,2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject_property is an 88,809 sq.ft. conforming lot located in an R-80 Zoning District. The property has a road frontage of 298.43 fronting Westphalia Road,along the northerly property line, runs 442.75 feet along the westerly property line, runs 67.10 along the southerly property line and runs approximately 507.36 feet along the easterly property line. The property is improved with an existing one and one- half story residence, with attached patio, an attached garage, and an accessory greenhouse as shown on survey prepared by Joseph M. Petito,LS,dated March 21,2023. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14 and the Building Inspector's April 9, 2024, Notice of Disapproval based on an application for a permit to legalize the "as built"habitable third story in an existing single-family.dwelling; 1) more than the code permitted maximum two and one-half(2-1/2) stories; located at:3535 Westphalia Road,Mattituck,NY. SCTM No. 1000-113-13-20. RELIEF REQUESTED: The applicant requests a variance to legalize-a nonconforming"as built"third story with habitable space located in a single-family dwelling. According to the bulk schedule in Chapter 280,the code allows a maximum of two and a half stories on residential parcels. ADDITIONAL INFORMATION: The application consists of a survey by Christopher Henn, L.S. dated June 7, 2022 submitted without the signature and seal of a licensed professional. Copies of a second survey by Joshua R. Wicks,P.L.S,dated January 11,2024,were submitted at the hearing with a professional stamp and seal.This survey notates grade/elevational levels on the property which indicate a significant slope from the front to the rear of the Page 3,September 19,2024 #7935,Belle&Bean SCTM No. 1000-113-13-20 RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora,seconded by Member Dantes,and duly carried, to GRANT the variance as applied for,and shown on the Architectural Plans prepared by John J.Condon,LPE,sheets AO thru A13,dated August 31,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit a full-sized signed survey by a professional land surveyor stamped with their professional seal,that includes elevation datum. 2. The subject third story space may be used solely by the property owners as a personal office/storage space and may not be used for sleeping or cooking. 3. No plumbing on the third story shall be permitted. 4. The applicants shall install a fire suppression system per state building code This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving •nonconformities under the zoning code. This action does not authorize or condone any current orfuture use, setback or other feature of the subject property that may violate the Zoning Code, other titan such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one'(1)year terms. IT IS THE PROPERTY OWNER'S L COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner Andrew Zasowski September 7, 2023 3535 Westphalia Ave Mattituck, Ny 11952 R�Oc�ari 41tf'VYlel� SANITARY REPLACEMENT/ RETROFIT ACKNOWLEDGEMENT HOMEOWNER: Andrew Zasowski ADDRESS: 3535 Westphalia Ave Mattituck, Ny 11952 SC Tax Map Number(s) of the Property: 1234567890987654321 SHIP Reference Number: SHIP-23-00699 Please be advised that a licensed liquid waste contractor has completed a sanitary system replacement/retrofit at the subject site in accordance with the Suffolk County Department of Health (SCDHS) Standards for Procedures for the Replacement and Retrofit of Existing Sewage Disposal Systems for Single-Family Residences and Other Than Single-Family Residences. If you have any questions or comments regarding this installation please call 631-852-5459. Sincerely, Office of Wastewater Management S E P 1 1 2023 0 BIIH DING DEPT. DIVISION OF ENVIRONMENTAL QUALITY PublicHea n 360 Yaphank Avenue,Suite 213,Yaphank NY 11980(631)852-5750 Fax(631)852-5760 Prcvent.PrumPte.Pete:t. C QY-MEDVIST r � 3affslls coutaty, D�jpamafat of H"Ttb 9as•rim S E P 1 1-2923 - - OM"of'wWonater Mtsafis aeat ��Xapha�r1y��pe;�a�ito�1r . YJtpihaek,liasr.York 1149i 113UILDRiG DEPT, ^�.�; i•��a+aliT�lY�Y�ri t(a�atfsll�s�Coa��t��•�9�r'R ��.F'v�� :`�.1'�,"..ri•..,, CERTM, 'CATION OF1�J�+'77AGE DISPOS -SYSTEM$y'W-S AAL _ This ssaa + WSrsttl3.s9*fl�19x ; 3hnq sdbyp { �al l gl' .1lapartatsaR aatd. agp ttsd 9� ,.Q r3ded 4 sQo•WM tho Irtfpretaflon baRvir. LtaYs 8 ai&May R41M thu>sn ast w31 1s to lit]14istittlatl0n. Her+�Fh�eple.�t:R�f�rs�ce i'v�txber. Suf Qfk Tax Map#:Dist: Proj ��'Nii or.A� es�: 535 -_wflha►;o. Rd Mata''a►� k Ny 11g5Z. Applic=Vs Namo:AndrCVJ ZGSOw%i Otte of SYsim IATW9t on; $-31=2 3 TIA OWTV 1' &.t 1 N '01MCorners to the assess c9vtrs/part3 Of 41spasal.sYst*u,, Make.atad Model; or a�rd�separate adssRs rtpsia�ad 4p lnstrllsrs Rated Dai(y Treaen3 �ipas;ixy (�ellorl�}; �. ' _ . Material: Caiierete Material: Yc'oncrttg — ah:�pg': ]:Rectangular V CAndrical _ Top: F,-T Slab (]Traffic Slab [] Dome 8 Name of r.ank ManuActaren L2h back of bon. Lwt>ntcr u_f Pools Dlametw and Effcgd-yv Depth ` - Top: %] Slab TvxM-c Slab f_]Dome Legit S;d Name of P�ecat 1 anuffacwt er: - - _ boa, d oo r - b Ills dG Ca�v1Cr- D f c�lass Sl;d nq cloor- �'Total nGw pool Dimptes/1Dima,nsjans anal Effkgl�m Depth S_X y Top: K' slab j]Ting Slab ].Do= 4verpioc., Z. -e+cJ��tnJ Pre'-* -fb.I []N/A I�fa;ne vfPrsarr3 blfast►arvr: ._ L ?P - S T: - 331fFlow 7 L%4akja and i'� 1.(f li dg): 13:37 ?'rrt�i.Li��k'e�a a�t�asharlg�'�a�t►��(�); __ - - Qvc./'flow Z ... COMSAND UDC 3_ri;3tsallcl cvy4';i 4UmJ1y `Jail Sw'fb'fS't sfW4I'41s(i0,<;un<1 ^/3riCy r?:x��:U�it�3�C�l1k:s!if OxJN$�'aye jtr;l ?3 'il�£t#]fi0lb3.) iN/A 1 it-mb;r u hat the subau bus mWes".dbgasal3MM elewnbed ilete[a;Low b>3m Wstadsd by ills in Fk,OC.I£tf16"t iYltll�t9 epurorscl DIaa3 -ld statIdatla o,?ha 3W 5ol.IE rolwk j 9q0mtMMt of goAtlt 5sr ri.is;and all/anti all M-d-18niaat>g1equiq;al avrt pta her 1�'sled and an Doer uiQu ��,� ft�rstll�t'3 -�S•t_��t'sl�s b:��,�" ��'.-. � _— ptr� g'mac-z 3 1_i�9�: tipf'3'iY>iane Chr'i5 N%mis-0 Company M=- e:VOSSo t smu inc. D819 IZasow_ Ge-gpw1 tdtou r% yinon-V '1-7-3 9:::gp any Corn-ii ly Ac1c,rm: 177 VGftrws Mdl101� +l Hr�,Y aSvi+G =SlcndJa MY 117" _ CUCi9 %Ltd'A.-Fildl".i �kjWr1 l'(t,1Cnib-'r L(Itf7t GZ l'ctZ7J�7Jl'.r[JiY jY^'a1 $Tt SHIP-2 -00699: OK TO PROCEED SHIP-23-00699 3535 Westphalia AVEMattituck, NY_11952 The Department has reviewed your submission for SHIP-23-00699 and has issued the "Ok to Proceed" with the installation. If site conditions require a change to the sanitary design" you must submit a revised sketch or contact this office prior to installing any sanitary structures. As a reminder, contractors must submit the following within 60 days of being given the "Ok to Proceed": JOSHUA R. WICKS P . L. S o SUPVEY OF PPOPEPTY SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB NO.:JRW24-0o05 SIA P.O. BOX 593 MArrITUCK, rOWN OF 56WHO n Center Moriches, N.Y. 11934 5Urr0CK C0UNIX NeW YOW JoshuaRWicks@gmail.com Uc �oo5j #631-406-8108 5ufrolk County 1'ax Map No., �25 GRAPHIC SCALE 1000-115,00-15,00-020,000 o i z (so) (loo) 3(=so) (s) (Z' PAT 5UFVMP: 01/II/2024 SCALD; I"-50' E S TPHALjA ROAD /11 , S 74°04'40„ E E 13q,q ' 4 THREE LEVELS .FL=3 . ' d 1� TWO LEVELS ABOVEABOVE F.FFL=3.38B1)'76 ONE LEVEL ABOVE F.T.=29.46 0 / $Pl•19p...............� r ` 1 F.Fl=24.50 1 CAR ON LOWER.FL=20.16' I� BASEMENT FL=15.82' 1 ElEY .7 2& d/d / I i y7�jp �27 o CONC.1231 PCRCH m ' 7 72.30 M SPLIT— ES. FR RES EL X 1 n- #3535 2Mo.4d q to of h ssupss �0�@(azoo 4/ 1 ' ws PAno I 1 ^-Q 1 H WEN R 1 / I L 1 / 1 � / Btm F 1 � � 4'wwE FF / v to I � 1 / 1 / � 1 / z I � 1 / 1 / I � 1 / / 1 / I / 1 / � o alb LOT AREA 84,730.80 S.F. / 1.95 ACRES) %% / 4- mod T / OF NEIti R. *ALL ELEVATIONS REFER TO NAVD88'DATUM l%F '1'0. 051o2`' NSF LAND (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND (n SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY O UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A z SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE SB ROBOTIC TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ol�� I C APPROVED AS NOTED 5 I PLUMBER CERTIFICATION DATE �" 5 B.P.# ON LEAD CONTENT BEFORE F LL 60 BY; CERTIFICATE OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT SOLDER USED IN WATER 631-765-1802 8AM TO 4PM FOR THE SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: EXCEED 2110 OF 1%.LEAD. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULAnON PLUMBING FINAL-CONSTRUCTION MUST ALL:PLUMBING*ASTE BE COMPLETE FOR C.Q. &.WATER 41NES;NEED ALL CONSTRUCTION SHALL MEET THE T E$TINGFO "COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF 5 SOIMVMZM Oct—101-24 SOUtHOl�1+D�i 'IG8Qi1� Additional 90tltl�Di�i�15t�S 11►111�C Certification D May Be ReT*e& S�0 All WoV,k rynue,+ cawyply 4-o 4r, ncl ui rtmen-b OF APper'Id i x S A-1- O l . 9- 5 - 4060 Sunrise Highway Oakdale NY 11769-0901 (631)563-0201 Fax(631)563-9794 z 10/23/2024 Re: Results of Fire Flow Test Location: as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually,does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 53 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value. The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at(631) 563-0239. It is the closest test. Very truly yours, Brendan Warner, P.E. Director of Construction Maintenance l?RE$S HYD`# ~ ` PRESS'HYD LOCATION _ MAP# 810025005 WESTPHALIA ROAD 3RD HYD W/O SOUND AVE j 18 N ----------------- STATES PSIS tDATE 63 10/23/2024 - -- RESID PSI TIME`OF DAY 55_ j 11:30 AM FLOW HYD# <FLOW HYD LOCATION NV iICC�EF ' _� _ _8_10025006 ( WESTPHALIA ROAD 2ND HYD W/O SOUND AVE L 0.751 A.._ #,NOZ NOZZLE aSIZE �PROT 1 ` PITOT#2 iGPM_F_LOW FLOW.@ 20 1 4.5 2219 i 5504 I PEAKADJUSTED.,STATIC PSI 53 — "r�OMMENT,S 3535 WESTPHALIA ROAD COo Worldwide www.tyco-fire.com Contacts LFP® Antifreeze Agency Listed Solution for Fire Sprinkler Systems General Typical ---�--- n Description PropertJes LFP®Antifreeze is a pre-mixed freeze Appearance protection solution designed and Liquid,colorless listed for use in wet sprinkler systems. r, Y Freeze Point eye@tee The solution is designed for systems -13°F(-25°C) Rb subject to freezing temperatures that can cause damage to equipment or Note: Freeze point is the temperature at impede the proper function of the which crystallization begins. t c� system. The solution has been devel- Density oped to meet the requirements of See Table E ;a UL 2901 for compliance to the 2019 editions of NFPA 13,13R, 13D,and the PH 2017 edition of NFPA 25. •W LFP® Antifreeze remains in a liquid Conductivity state at temperatures as low as 1000-1400 pS/cm Compatibility -10°F(-23,3°C).Upon operation of the Refractive Index sprinklers during a fire event,the solu- See Table C The following materials are compatible tion immediately discharges from the Specific Gravity with LFP®Antifreeze: sprinklers and is followed by water from See Table C • Steel piping (not galvanized) the water supply.Use of the solution in • Brass materials sprinkler systems eliminates the deliv- Viscosity ery delay times associated with dry See Table D • Stainless steel piping pipe systems. Pour Point • Black steel Allowable Temperature Range -16.6°F(-27°C) • Copper Minimum use temperature: • Bronze -10°F(-23,3°C) Technical • Cast iron Maximum use temperature: • CPVC 150°F(65°C) Data . PEX Fire Performance Approvals EPDM LFP® Antifreeze has been tested UL Listed Natural rubber for exposure to fire and fire fighting UL Certified Nitrile rubber(BUNA-N) effectiveness. FBCTM System Compatible . Styrene-butadiene rubber(SBR) Safe Handling Procedures Note:FBC'"System Compatible indicates . Fusion bonded epoxy coated ductile LFP®Antifreeze has been formulated that this product has been tested, and is iron to reduce risks to humans and the env!- monitored on an ongoing basis,to assure its chemical compatibility with FlowGuard ronment.Gloves and eye protection are Gold®, BlazeMaster®and Corzan®pipe recommended when handling LFP® and fittings. FBC'", FlowGuard Gold®, For use with other materials, contact Antifreeze.For additional product infor- BlazeMaster®and Corzan®are licensed Technical Services. mation and Safety Data Sheet, refer to trademarks of The Lubrizol Corporation or www.tyco-fire.com. its affiliates. When transitioning between dissimi- lar metallic piping materials, the use of dielectric unions should be taken into consideration. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page i of 6 FEBRUARY 2019 TFP1680 TFP1680 Page 2 of 6 Temperature Change Initial 20°F(-7°C) 40°F WC) 60°F(16°C) I 80°F(27°C) I 100°F(38°C) I 120°F(49°C) 140°F(60°C) 160°F(71°C) Fluid Volume gal(L) Approximate Fluid Expansion/Contraction gal(L) 25(95) 0.2(0,8) 0.4(1,5) 0.6(2,3) 0.8(3,0) 1.0(3,8) 1.2(4,5) 1.4(5,3) 1.6(6,1) 50(189) 0.4(1,5) 0.8(3,0) 1.1 (4,2) 1.5(5,7) 1.9(7,2) 2.3(8,7) 2.8(10,6) 3.2(12,1) 75(284) 0.6(2,3) 1.1 (4,2) 1.7(6,4) 2.3(8,7) 2.9(11,0) 3.5(13,2) 4.1 (15,5) 4.8(18,2) 100(379) 0.8(3,0) 1.5(5,7) 2.3(8,7) 3.1 (11,7) 3.9(14,8) 4.7(17,8) 5.5(20,8) 6.4(24,2) 150(568) 1.1 (4,2) 2.3(8,7) 3.4(12,9) 4.6(17,4) 5.8(22,0) 7.0(26,5) 8.3(31,4) 9.5(36,0) 200(757) 1.5(5,7) 3.0(11,4) 4.6(17,4) 6.2(23,5) 7.8(29,5) 9.4(35,6) 11.0(41,6) 12.7(48,1) 250(946) 1.9(7,2) 3.8(14,4) 5.7(21,6) 7.7(29,1) 9.7(36,7) 11.7(42,3) 13.8(52,2) 15.9(60,2) 300(1136) 1 2.3(8,7) 4.6(17,4) 6.9(26,1) 9.2(34,8) 11.6(44,0) 14.1 (53,4) 16.6(62,8) 19.1 (72,3) NOTES • Interpolation and extrapolation can be calculated for values outside temperatures and volumes listed In Table A. • For examples on calculating fluid expansion and contraction,see the sections titled Expansion Example and Contraction Example,respectively. TABLE A LFP®ANTIFREEZE EXPANSION Approximate Gallons of Fluid/100 ft Tubing Size Steel Schedule PEX CPVC Copper Pipe 40 Pipe Tube Pipe Type L 1/2 in. 1 1.5 3/4 in. 2 3.5 2.5 1 in. 4.5 3 5 4.5 1 1/4 in. 8 4.5 8 6.5 1 1/2 in. 11 6.5 10.5 9.5 2 in. 17.5 11 16.5 16.0 2 1/2 in. 25 24.0 25 3 in. 38.5 35.5 4 in. 66.5 NOTES • Values are approximate. TABLE B LFP®ANTIFREEZE PIPE FILL Concentra- Temperature Viscosity, Density tion Specific Refractive °F(°C) Centipoise Temperature of LFP® Gravity Index at 77°F °F(°C) Antifreeze (25°C) (25°C) -10(-23,3) 86.7 lb/gal kg/m3 Ib/ft3' 36(2,2) 12.8 -10(-23,3) 9.7 1160.2 72.4 100 1.122-1.129 1.3960-1.3995 70(21,1) 1 6.0 77(25) 9.4 1129 70.3 TABLE C 120(48,9) 2.6 ACCEPTABLE PROPERTY 150(65) 9.1 1093.1 68.2 RANGES OF 150(65,6) 2.3 NOTES LFP®ANTIFREEZE FOR *This column is used in the k-factor equation MINIMUM USE TEMPERATURE TABLE D provided in the Hydraulic Calculations section. -f0°F(-23,3°C) LFP®ANTIFREEZE VISCOSITYACROSS TABLE E TEMPERATURE RANGES LFP®ANTIFREEZE DENSITY TFP168O Page 3of6 Fluid Contraction and Expansion Design Fluids expand and contract when LFPe Antifreeze is not listed for use in exposed to changes in temperatures, Criteria protecting extra hazard occupancies, resulting in changes in fluid density. flammable liquids, or use with ESFR Thermal expansion shall be taken into LFP® Antifreeze is a solution spe- sprinklers. account when designing or retrofitting cifically tested and listed by UL for Use of LFP®Antifreeze shall be limited a sprinkler system that will use LFP® use within the strict parameters and requirements in this Technical Data to 40 gal in concealed space and attic Antifreeze by use of an expansion tank. Sheet. occupancies. Table A shows the thermal expansion Hydraulic Calculations or contraction of the solution at differ- All fire protection systems shall conform ent temperatures in sprinkler system to state,local,and NFPA requirements For systems greater than volumes, using the equation for sizing if employing the use of LFP®Antifreeze. 40 gal (151 L), pipe sizing shall be the expansion chamber due to thermal determined using the TYCO Sprink- expansion in NFPA 13. Layout and Design Calc Hydraulic Program and/or the Flow rates, pipe sizing, sprinkler Darcy-Weisbach and Hazen Williams These values and the NFPA 13, 13R, spacing,hanging methods,and system methods. Because of the density of and 13D Standards for the Installation design must be in accordance with LFP®Antifreeze, the k-factor must be of Sprinkler Systems can be used by NFPA 13, 13R, and 13D. Fire sprin- adjusted and the friction loss must be the installer to determine the proper kler systems utilizing LFP®Antifreeze considered in the system design. The expansion or contraction arrangement shall meet the system size limitations flowing pressures are to be based upon of a sprinkler system containing LFP® as follows: a k-factor calculated using the follow- Antifreeze. NFPA 13D ing equation: Expansion Example No limitations on sprinkler system A sprinkler system containing volume.Antifreeze shall only be used KA=7.94KwVTA 50 gal(189 L)of LFP®Antifreeze is sub- in above-ground piping. KA=sprinkler k-factor discharging the jected to an environmental temperature NFPA 13R-Occupancies with antifreeze solution of 0 F(-18 C)in the winter months and an increase of system temperature to Dwelling Units Only Kw=sprinkler K-factor discharging 100OF(38°C)in the summer months,or No limitations on sprinkler system water a temperature change of 100°F(380C). volume in buildings only containing yA=density of the antifreeze solution This results in fluid expansion of dwellings.Antifreeze shall only be used at the temperature used for testing In approximately 2 gal(8 Q. in above-ground piping. Ib/ft3 NFPA 13R-Mixed Use Occupancies Contraction Example Where buildings contain mixed use Note:See Table E for density in Ib/ft3. A sprinkler system containing 300 gal (1136 L) of LFP®Antifreeze is occupancies that are fed by a single Minimum Design Pressure subjected to an environmental tem- sprinkler system,the system size shall The minimum design pressure of the perature of 70OF (21°C) with a later be limited to 40 gal (151 L). Where an sprinkler system must be the minimum decrease in system temperature antifreeze sprinkler system feeds solely required pressure for the sprinklers to -10OF (-2300), or a temperature dwelling units,the system size has no used. change of 80OF (27°C). This results in limitations. Antifreeze shall only be a fluid contraction of approximately used in above-ground piping. Where Fluid Sampling Valve Connection 9.2 gal (35 L). an antifreeze sprinkler system feeds The riser must be installed in an area non-dwelling units,it shall be limited to not subject to freezing with a minimum Expansion Tank 40 gal(151 L).If future building renova- temperature of 40OF(40C).A fluid sam- Reference NFPA 13 for guidance on the tions result in occupancy classification pling valve connection must be located addition of expansion tanks in new and changes,a fire sprinkler system evalu- at the top of each system riser. The existing systems.Vessel sizing should ation must be performed to determine sampling valves should be located be based on the anticipated operat- if any changes are required for the use for ease of access to the valve by ing conditions the system will experi- of antifreeze. contractors. ence and the corresponding expansion NFPA 13 The sampling connection will facilitate values in Table A. Buildings with occupancy classifi- implementing the service requirements An expansion tank is highly recom- cations of Light Hazard and Ordi- outlined in the Care and Maintenance mended for all systems(including exist- nary Hazard Group 1 and 2 are section. ing).Without an expansion tank there is limited to a sprinkler system volume potential for water to enter the system of 40 gal (151 L). Storage applica- which can alter the performance of tions using non-ESFR sprinklers are LFP®Antifreeze. limited to a sprinkler system volume of Reference NFPA 13, System Require- 40 gal(151 Q. ments of Antifreeze Systems for alter- nate methods. TFP168O Page 4 of 6 Installation WIMM Storing or carrying the antifreeze solu- Storing or carrying the antifreeze solu- tion in any container other than the tion in any container other than the FROMM original may introduce contaminants original may introduce contaminants LFP® Antifreeze is pre-mixed at the and reduce the functional life of the and reduce the functional life of the factory per NFPA 13, 13R, 13D. Do solution. solution. not dilute LFP®Antifreeze with water. 5. Fill the system with LFP®Antifreeze. S. Fill the system with LFP®Antifreeze. Diluting with water or other constitu- The use of a pump with a backflow For LFP® Antifreeze to work cor- ents in the field can adversely impact preventer and pressure capabili- rectly, purge as much air as pos- the properties and performance of the ties to get the system to the sup- sible from the system. Accelerat- solution. The functional life of the solu- ply pressure is recommended. For ed corrosion may occur where air tion may be impacted by the end use LFP® Antifreeze to work correctly, pockets exist in the system. environmental conditions. It is recom- purge as much air as possible from mended to only use antifreeze in closed the system. Accelerated corrosion 6. After filling the system with LFP again to test the system a systems as oxygen can contribute to an may occur where air pockets exist Antifreeze, y g increased rate of corrosion. in the system. verify the solution has not been di- New Systems ® di- luted with remaining liquids in the the 6. After filling the system with LFP system. Take samples of the solu- Use Antifreeze, test the system to veri- tion from a high and low point in the th anew sprinkler system for LFPe following guidelines when pre Antifreeze installation: fy the solution has not been diluted. system. The test results from the Take samples of the solution from samples shall be the same before 1. Make certain the system has been a high and low point in the system. and after installation for the instal- outfitted with air vent valve(s) and The test results from the samples lation to be successful. fluid sampling valve connections shall be the same before and after System Tag per the plans provided by the sys- installation for the installation to be A system tag must be present on an tem designer. The upper sampling successful. antifreeze system main valve identify- valve(s) should be easily accessi- Existing Systems ing the following: ble by contractors.The drain valves Use the following guidelines when pre- should be located and oriented in a paring an existing sprinkler system for Type and manufacturer of the anti- way that allows a variety of connec- LFP®Antifreeze installation: freeze solution used tions with ease. • Volume of antifreeze used 2. The system should be air-tight to and ev 1. Inspect all sprinklers for i- cal damage, corrosion, and i- Percent concentration by volume of prevent leakage. Bence of leakage. If any of these antifreeze used 3. Use water to conduct a complete conditions are present, replace the If using LFP®Antifreeze, the percent flush of branch lines and mains to sprinkler per NFPA 25. concentration by volume would be prevent potential risks of contami- 2. The system should be air-tight to 100% since it is a pre-mixed solu- nants. Perform a pressure test per prevent leakage.Air vents are rec- tion. A tag for inspection, testing, NFPA 13, 13R, 13D, to ensure no ommended to reduce the oxygen in and maintenance can also be hung leakage is present.Loss can be de- the system. at the system riser to record annual termined by drop in gauge pressure testing data.Tag design is available on or visual leakage. The water shall 3. Use water to conduct a complete www.tyco-fire.com. be completely removed from the flush of branch lines and mains to system prior to introducing LFP® prevent potential risks of contami- Storage Antifreeze to the system. nants.The water shall be complete- Store the product in original con- 4. Prior to filling the system with LFP® ly removed from the system prior to tainer and at a temperature Antifreeze, use an appropriate re- introducing LFP Antifreeze to the between 40 F (4,40 C) minimum and system. 90?F. (32,2 C) maximum. Do not mix fractometer and/or hydrometer to test the solution to demonstrate 4. Prior to filling the system with LFP® the product with other liquids.Eye and compliance to property ranges in Antifreeze, use an appropriate re- hand protection are recommended when handling the antifreeze solution. Table C. A detailed description of fractometer and/or hydrometer to an appropriate hydrometer or re- test the LFP®Antifreeze to demon- fractometer can be found in the strate compliance to property rang- sections titled Using a Hydrometer es in Table C.A detailed description and Using a Refractometer,respec- of an appropriate hydrometer or re- tively.If the solution is discolored or fractometer can be found in the the container has dirt present, con- sections titled Using a Hydrometer tact Customer Services. and Using a Refractometer,respec- tively.If the solution is discolored or the container has dirt present,con- tact Customer Services. TFP168O Page 5 of 6 3. Discharge a 1/2 gal (2 L) of fluid 3. Discharge a 1/2 gal (2 L) of fluid Care and from the fluid sampling valve con- from the fluid sampling valve con- nection. Collect and seal the sam- nection. Collect and seal the sam- Maintenance ple in a clean and dry 3/4 gal (3 L) ple in a clean and dry 3/4 gal (3 L) The sprinkler system owner is respon- or larger container. Allow the sam- or larger container. to sible for the inspection, testing, and m m warm until it reaches the min- i 4. To measure the refractive index, maintenance of their fire protection u temperature in Table C. use a digital refractometer that is system and devices in compliance 4. Once the solution reaches the mini- temperature compensating. Fill the with this document,as well as with the mum temperature, fill the 500 ml well in the refractometer with solu- applicable NFPA standards,in addition calibrated cylinder with the solu- tion and shut the cover. Note the to the standards of any authority having tion and gently insert the hydrom- refractive index as shown on the jurisdiction.Contact the installing con- eter into the cylinder to allow it to refractometer. tractor or product manufacturer with float. Fluid may be added to the 5. Verify the refractive index falls with- any questions. cylinder until the hydrometer is in the acceptable range listed in Ta- It is recommended that automatic floating.Note the specific gravity as ble C. If the test results for all the shown on the hydrometer. Check samples are within the acceptable the temperature using an appropri- sprinkler antifreeze systems be P P inspected,tested,and maintained by a ranges,the inspection is complete. qualified ins ate thermometer.inspection,testing,and main-P 9 6. If the test results from any of the tenance service. 5. Verify the specific gravity falls with- samples fall outside of the accept- in the acceptable range listed in Ta- able ranges, drain out the system, Fluid Test ble C. If the test results for all the and pump in new LFP®Antifreeze. At least once a year, an inspection, samples are within the acceptable Take samples and test again. If the testing,and maintenance service shall ranges,the inspection is complete. samples continue to fall outside of take a measurement of the specific 6. If the test results from any of the the acceptable specifications, then gravity or refractive index of the fluid in samples fall outside of the accept- the system shall be emptied and the LFP®Antifreeze system. The fluid able ranges, drain out the system, vacuumed clean of any remaining must be replaced if either property and pump in new LFP®Antifreeze. fluid. Recharge the system per the deviates from that originally supplied Take samples and test again. If the Existing System Installation sec- within the allowed tolerance,as speci- samples continue to fall outside of tion. If the samples fall within the fied in Table C. the acceptable specifications,then acceptable range, top off the sys- A detailed description of an appropri- the system shall be emptied and tem to replace the liquid removed ate hydrometer or refractometer can vacuumed clean of any remaining for the samples. be found in the sections titled Using a fluid. Recharge the system per the Hydrometer and Using a Refractometer, Existing System Installation sec- i respectively.A recommended hydrom- tion. If the samples fall within the Contaminants or other foreign materials eter,refractometer and accessories are acceptable range, top off the sys- within a sprinkler system may adversely available for purchase, as listed in the tem to replace the liquid removed impact the properties and performance Ordering Procedure section. for the samples. of LFP®Antifreeze.See the Installation It is required to have test equipment Using a Refractometer section for instructions on flushing and calibrated annually to reduce the risk of 1. Ensure that your refractometer is recharging the system if the solution incorrect test results.Two test methods temperature compensating and falls outside of the acceptable range are acceptable per NFPA 25,and either that it measures refractive index. since the last inspection. may be used to verify that the anti- The range of refractive index mea- freeze is within the specification limits. surements should cover the ac- MUM ceptable refractive index range list- Use of LFP®Antifreeze shall be in con- Using a Hydrometer ed in Table C and the refractometer 1. Ensure that your hydrometer mea- should have increments of at most . formance with all state and local health sures specific gravity. The range 0.0001. and environmental regulations for the of specific gravity measurements location where it is installed. If a small should cover the acceptable spe- 2. Ensure the main supply valve is amount of antifreeze solution is spilled, cific gravity range listed in Table C closed prior to taking a sample to absorbent towels are recommended to and the hydrometer should have in- test.If the valve is open,supply wa- clean up spill. Towels used to clean up crements of at most 0.002. ter will be pulled into the system spill can be disposed of in the garbage. when the first sample is removed Use caution following a spill as the floor 2. Ensure the main supply valve is from the system. Test separate may remain slippery in the area of the closed prior to taking a sample to samples from the top of each sys- spill. Consult with a local waste water test.If the valve is open,supply wa- tem and at the bottom of each sys- treatment plant or council for informa- ter will be pulled into the system tem,or otherwise required by appli- tion on procedures to follow for the dis- when the first sample is removed cable NFPA standards. If the most posal of large amounts of waste water from the system. Test separate remote portion of the system or the samples from the top of each sys- interface with the wet pipe system Disposal Any disposal of LFP tem and at the bottom of each sys- is not near the top or the bottom Antifreeze shall tem,or otherwise required by appli- of the system, additional samples t e, conformance with all federal, s cable NFPA standards. If the most must be checked. state, and local waste regulations. remote portion of the system or the Refer to the LFP® Antifreeze Safety interface with the wet pipe system Data Sheet for more details. is not near the top or the bottom of the system, additional samples must be checked. TFP1680 Page 6 of 6 Testing Instruments Limited Ordering Recommended instruments for testing LFP®Antifreeze for installation or main- Warranty Procedure tenance can be purchased through For warrant terms and conditions,visit Contact our local distributor for avail- FISHER SCIENTIFIC, using the follow- For y ing part numbers: www.tyco-fire.com. ability.When placing an order,Indicate the full product name and Part Number Hydrometer .....................13202421 (P/N). Graduated Cylinder.................115822 Thermometer....................13201647 LFP®Antifreeze Refractometer...................12561346 Specify: LFP®Antifreeze, (specify net contents), P/N(specify): Pallet of 5 gal(19 Q pails, 36 per pallet.. ..............54028 Pallet of 30 gal(114 Q drums, 5 per pallet.........................54029 Note: Minimum order quantity is 1 pallet of 36 pails or 5 drums. Smaller quantities may be purchased through a Johnson Controls authorized distributor. 1400 Pennbreok Parkway,Lansdale,PA 194461 Telephone+1-215-352-0700 02010 Johnson Controls.Alirights reeem.d.All speeltieatlons and other Information shown were current as of document revision dote ertdare sub)ectto ehtmgowlthsutnoties. Johnson LFP le a reg1stemd trademark of Johnson Controls;NATIONAL FIRE PROTECTION ASSOCIATION end NFPA ere reghtered tredemshe of National Fire ProteNen Aneocletlon; FLOWGUARD GOLD..BLAZEMASTFAa.CORZAN-.and FBO-SYSTEM COMPATIBLE PROGRAM le a rcensed trademark of The Lubrtral Corporation or Its afflAtteS Controls FISHER SCIENTIFIC le■trademark of Fisher Sclengde Bulletin 006 January 2020 Rel O Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers • Push-On cover plate installation • Low water flow requirements Description Product Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC30&RFC30LL Model RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series >, sprinklers are cULus Certified for Health Effects to NSF/ANSI i 2 standard 61 Annex G(LL)and Australian WaterMark Certified t. (WMCS). Model RFC30 sprinklers have a 1650F (74°C) temperature ' = rated fusible-link operating element. Model RFC43, RFC49, RFC58, and RFC76 sprinklers are offered with either a 166OF (74°C) or 212OF (100°C) temperature rated fusible-link oper- ating element. Sprinklers with a 1650F (74°C) temperature Model RFC49&RFC49LL Model RFC58 rating are ordinary temperature classification and are listed for use with a 1360F (57°C) temperature rated cover plate. Sprinklers with a 212OF (100°C)temperature rating are inter- mediate temperature classification and are listed for use with a 1650F(74°C)temperature rated cover plate, Model RFC Series sprinklers are installed with a Model RFC V "" or Model G5 Cover Plate. Model G5 Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup.Model RFC30,RFC30LL,RFC43,RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover / plate adjustment. Model RF058 and RFC76 sprinklers allow r 3/4" (19 mm) of cover plate adjustment. Model RFC and G5 Model RFC76 Model RFC&G5 Cover Plate Cover Plates are available in a variety of finishes as listed in Table H. Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification Sprinkler Model gpm/psi"2(I/min/bar 12) ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 43) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL,WMCS RA3211 RFC43 4.3(62) 20 x 20(6.1 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20(6,1 x 6.1) cULus, LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6,1 x 6,1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3216 RF058 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RF076 7.6(109) 20 x 20(6.1 x 6.1) cULus RA0618 cULus:cULus Listed to UL1626,Residential Sprinklers for Fire Protection Service. LL:cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(Less than 0.25%Lead content). WMCS:Australian WaterMark Certified. www,reliablesprinkler,com Model • &RFC49LLResidential • . •LL: SINRA3216 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74°C)sprinkler 1350F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212'F(100°C)sprinkler Sprinkler Body:Brass Alloy 165'F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly.Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) ' Deflector.Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel P Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Die. Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure M Max.Coverage Area Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) 9pm psi 9pm psi (Vmin) (bar) (Vmin) (bar) 16 x 16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 4 of 8 January 2020 RellabN www.rellablesprinkler.com Cover Plate FinishesM ' Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Custom Color Paint(2) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and 0102 Copper Allow on the backside.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions ' Recommended Min.to Min.to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max.Face Dropped Deflector Cover Plate Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch(mm) in Ceiling inch(mm) Ceilings') Ceiling Rating inch(mm) inch(mm) inch(mm) RFC30, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 135OF RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350F(2) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 1650F(3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 1650P) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available where necessary for replacement of existing sprinklers. 2. For use with 1650F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 3. For use with 212OF(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150OF(660C). Installation Model RFC series sprinklers are intended to be installed in Do not exceed the maximum recommended torque.Exceeding accordance with NFPA 13,NFPA 13R,or NFPA 13D,as well as the maximum recommended torque may cause leakage or the requirements of applicable authorities having jurisdiction. impairment of the sprinkler.Use care when inserting or removing Model RFC series sprinklers must not be installed in ceilings with the wrench from the sprinkler to avoid damage to the sprinkler. positive pressure in the space above.Ensure that the 4 slots in the cup are open and unobstructed following installation.Model Install the cover plate by hand by pushing the cover plate into the RFC series sprinklers are shipped with a wrench-able protective cup and turning the cover in the clockwise direction until it is tight cap that should remain on the sprinkler until the sprinkler system against the ceiling, is placed in service following construction. Model RFC series sprinklers can be installed without removing Application the wrench-able protective cap using the Model W3 wrench. Model RFC series sprinklers are intended for installation where Alternatively,Model RFC series sprinklers can be installed using residential sprinklers are permitted or required by NFPA 13, the Model FC wrench by temporarily removing the protective cap NFPA 13R, and NFPA 13D.The sprinklers are concealed during installation of the sprinkler.The use of any other wrench to pendent residential sprinklers. installed Model RFC series sprinklers is not permitted and may damage the sprinkler.Fully insert the Model W3 wrench over Model RFC 30 and RFC30LL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FC ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body, the Maximum Ceiling Temperature does not exceed 100OF Do not wrench any other part of the sprinkler/cup assembly.The (380C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, Model W3 and FC wrenches are designed to be turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2"square drive.Tighten the sprinkler into the fitting intermediate,temperature classification for installation where after applying a PTFE based thread sealant to the sprinkler's the Maximum Ceiling Temperature does not exceed 100OF threads.Recommended installation torque is 8 to 18 ft-Ibs(11 (38°C)or 150OF(660C), respectively. to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-Ibs(19 to 27 N-m)for 3/4"thread sprinklers. Bulletin 006 Page 7 of 8 January 2020 WOMEN www.rellablesprinkler.com x Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Maintenance Guarantee Model RFC series sprinklers should be inspected and the For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, sprinkler system maintained in accordance with NFPA 25. Do and conditions,visit www.raliablesprinkler.com. not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace patents any sprinkler cover plate assembly which has been painted (other than factory applied)or damaged in any way.A stock of Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, spare sprinklers should be maintained to allow quick replace- RFC58,and RFC76 sprinklers are covered by U.S. Patent No. ment of damaged or operated sprinklers. Prior to installation, 9,248,327 and U.S. Patent No. 7,275,603. sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are sprinklers that would cause improper operation or non-oper- additionally covered by U.S. Patent No. 8,776,903. ation. Listings and Approvals Ordering Information Listed by Underwriters Laboratories, Inc. and UL Certified for Specify the following when ordering. Canada to UL1626,Residential Sprinklers for Fire-protection Service(cULus). Sprinkler • Model(RFC30, RFC30LL, RFC43, RFC43LL, Certified by Underwriters Laboratories, Inc.and Underwrit- RFC49,RFC49LL, RFC58, RFC76) ers Laboratories of Canada for Health Effects to NSF/ANSI Temperature Rating Standard 61 Annex G(LL) (RFC30LL, RFC43LL,and RFC49LL Cover Plate only). • Model RFC or G5 • Temperature Rating Australian WaterMark Certified (RFC30LL, RFC43LL,and • Finish(See Table H) RFC49LL only). Sprinkler Wrench • Model FC • Model W3 z 0 0 N W Bulletin 006 Page 8 of 8 January 2020 a la www.rellablesprinkler.com FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS is REDUCER BUSHING Flush Style Spigot x Socket PIPE O.D. L N L Part Number Size L N Approx.WL(Lbs.) 4237.131 1x314 1-1/4 1/4 .04 4237-167 1-1/404 1-7116 7/16 .10 4237-16B 1-1/4xl 1-13/32 9132 .06 4237-210 1-112014 1-5/8 5/0 .19 4237-211 1-112x1 1-17/32 13/32 .13 4237-212 1-1120-114 1-9/16 5/16 .07 4237-24B 2x314 1-29132 29/32 .28 4237-249 2x1 1-23/32 9/16 .23 4237-250 2x1-1/4 1-11/16 7/16 .21 4237.251 - 20-112 1-11/16 5/16 .15 4237-290 2-112x1.114 2-5/32 7/8 .41 4237-291 2-112x1-112 2-5/32 314 .39 4237-292 2-112x2 2-9/32 314 .28 4237-338 3x2 2-7/32 11116 .63 4237-339 3x2-112 2-5/16 114 .42 TRANSITION BUSHING IPS Spigot x CTS Socket PIPE - -- O.D. L L� Part Number Size L N Approx.WL(Lbs.) 4240.101 314412 1-1/8 518 .03 4240.130 1x112 1-1/4 23132 .05 CAP Socket M W Part Number Size M W Approx.Wit.(Lbs.) 4247-007 314 1-3/8 1-13132 .05 4247-010 1 1-5/8 1-9116 .06 4247-012 1-1/4 2-3/32 1-27/32 .13 4247.015 1-1/2 2-11132 2 .17 4247-020 2 2.27132 2-9132 .39 4247-025 2-1/2 3-17132 2-5/8 .50 4247-030 3 4-3/8 3 .92 MADE IN THE U.S.A. 21 SPERNS FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING CROSS Socket x Socket x Socket x Socket r--►t—M7 H1 � —L u G1 Ly H L Part Number Size G G1 H H1 L L1 M M1 Approx.WL(Lbs.) 4220-131 1x3/4 23132 5/8 1-5/8 1-5/8 3-1/4 3-1/4 1-7/8 1-1/2 .31 4220-167 1-1/4x3/4 1-1/16 23132 2-1116 1-31132 4-3/32 3-31/32 2-1116 1-13/32 .35 4220-210 1-1/20/4 11/16 1-5/32 2-3/32 2-3/16 4-3/16 4-11132 2-3/8 1-13132 .42 4220-248 2x314 11116 1-7116 2-7/32 2-7/16 4-13132 4-7/8 2-29132 1-13132 56 4220-289 2-1/2x1 29/32 1-3/4 2-11/16 2-7/8 5-11/32 5-3/4 3-1/2 1-3/4 .98 COUPLING Socket x Socket -- -- M Part Number Size L M N Approx.Wt.(Lbs.) 4229-007 314 2-1/8 1-5/16 3/16 .05 4229-010 1 2-3116 1-5/8 3132 .08 4229-012 1-1/4 2-19/32 2 3/32 .13 4229-015 1-1/2 2-7/8 2-11/32 3/32 .22 4229-020 2 3-1/8 2-7/8 1/8 .33 4229-025 2-1/2 3-11/16 3-15/32 3116 .48 4229-030 3 4 1 4-3/16 1 1/4 .89 12 SPEARS®MANUFACTURING COMPANY F"m rFlameGuardOCPVC FIRE SPRINKLER PIPING PRODUCTS 900 ELBOW Socket x Socket G r p H �M� Part Number Size G H M Approx.Wt.(Lbs.) 4206-007 3/4 9116 1-1/2 1-5/16 .07 4206-010 1 3/4 1-5/8 1-518 .11 420M12 1-1/4 15/16 2-3/16 2 .22 4206-015 1-1/2 1-5132 2-17/32 2-3/8 .41 4206-020 2 1-13/32 2-29/32 2-7/8 .62 4206-025 2-1/2 1-15/32 3-3/8 3-1/2 1.15 4206-030 3 1-29/32 3-13/16 4-7132 1.83 SIDE OUTLET ELBOW Socket x Socket x Socket L -- M G H Part Number Size G H M Approx.Wt.(Lbs.) 4213-007 3/4 27132 1-19/32 1-5116 .09 4213-010 1 13116 1-7/8 1-5/8 .18 REDUCING 900 ELBOW H1 Socket x Socket G1 G M1 H M Part Number Size G G1 H H1 M M1 Approx.Wt. Lbs. 4206-131 1x314 21132 13116 1.25132 1-13/16 1-19/32 1-5116 .11 7 SPEARS®MANUFACTURING COMPANY FlameGuardO- CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Apt a, M --- M1 N L Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-101 3/41/2 1-7/8 1-13/32 1-17/32 15/32 .19 4235-130 1x1/2 2-11/32 1-11/16 1-3116 518 .16 4235-131 10/4 2-5/16 1-11116 1-3/8 17/32 .18 Not intended to convey or dispense water for human consumption through drinking or cooking SofTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Fipt With Elastomer Seal-Use NO Thread Sealant —� ' M ---- 1 N Part Number Size L M M1 N Approx.Wt. 4235-101GSR 314012 2-5116 1-5/16 1-3/8 31132 .11 4235-130GSR 1x1/2 2-13132 1-19132 1-3/8 31132 .13 4235-131GSR 1x314 2.13132 1-5/8 1-23/32 1 .16 QuickTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Metal Fipt L With Elastomer Seal-Use NO Thread Sealant M ---- M1 Part Number Size L M M1 N Approx.WL(Lbs.) 4235-13OGMR 1x112 2-3/16 1.19/32 1-9116 15116 .19 MADE IN THE U.S.A. 17 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 510 CPVC - COPPER - STEEL HANGER 5111 aataaar SIZE 0.. q.-q. 0 3/4 2.125 1 2.312 1 1/4 3. 70 0 1 1/2 3.400 4,010 2 1/2 4.320 ® 1 3 1 5.320 SIZE-SYSTEM PIPE:3/4"thm 3" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- C@-203-EX 4231,EX 2551 unm FUNCTION-Support horizontal piping: 3/4"-3" CPVC. Support horizontal piping:3/4"-2" Steel and Copper. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. o Hanger INSTALLATION- Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. ° FASTENERS- UL Listed per NFPA 13 in WOOD: 3/4"-3"CPVC pipe-#905 screw-no pre-drill. o Stabilize-Only 3/4"-2" Steel and Copper pipe- 1/4"xll/2"lag bolt-no pre-drill. in STEEL-min. 18 GA. 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2" Steel and Copper pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. CAN ALSO BE USED TO REPLACE-#500 Pipe Strap #520 Tin Strap Specific AFCONproducts are exclusively designed to be compatible ONLY with otherAFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold byAFCON.AFCONshall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non AFCONproducts have been,or are used. 1/12 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 514 CPVC - COPPER #905 #906 eSTEEL OFFSET HANGER 1 SIZE-SYSTEM PIPE: 3/4"thra 3" • MATERIAL-Carbon Steel. FINISH-Mil.Galvanized.. LISTING/APPROVAL- C@-- 203-EX 4231,EX 2551 PATENT-No.6,648,278. FUNCTION- Support horizontal piping: 3/4"-3" CPVC or Copper. • Support horizontal piping:3/4" -2" Steel. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. INSTALLATION- Per these instructions Listed-th Restraint E ans. including NFPA 13, 13R, 13D and CPVC manufacturers instructions. 3/41j 21- Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. 4— When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA 13 WOOD- 3/4"-3"CPVC pipe-#905 screw-no pre-drill. 3/4"-2"Copper pipe- #905 screw- no pre-drill. 3/4"-2" Steel pipe-1/4"xl 1/2"lag screw- no pre-drill. Tbru 5/8"gypsum board- 1/4"x 2"lag screw. STEEL-min. 18 GA.- 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. 3/4"-2" Steel pipe-1/4"or#14 Tek Screw. CONCRETE:Required minimum load each fastener= 5(w7t +-2501bs. 2 FEATURES * 1 1/2"Offset-loose fit allows pipe to slide. cm Listed Restraint *3/4"and I"pipe size made with common center-line. 1oVV13/4"thru2" *Patented design for superior strength. *Offset edge eliminates abrasion. *AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCONproducts are exclusively designed to be compatible ONLY with otherAFCONproducts including parts and fasteners,resulting in listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profi%when non-AFCON products have been,or an used. 9/08 (g§'o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 511 CPVC - COPPER SIDE MOUNT HANGER o " Side View-For Drawings Below SIZE-SYSTEM PIPE: 3/4"thru 2" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- e(,D.'`203-EX 4231,EX 2551 FUNCTION- Support horizontal piping-CPVC or Copper. Stabilize vertical piping. INSTALLATION-Per these instructions Hanger-Wood Stud including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on vertical mounting surface. FASTENERS-UL Listed per NFPA 13. in WOOD: 3/4"-2"CPVC pipe-#905 screw- no pre-drill. 3/4"-2"Copper pipe-#905 screw- no pre-drill. in STEEL-min. 18 GA. 3/4"-2"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. FEATURES - *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. Hanger-Metal Stud Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCONshall NOT be liable under any circumstances whatsoever for any director indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCONproducts have been,or are used. 9/08 FlameGuar& CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS o SOCKET DIMENSIONS SCH 40 ASTM F438 SCH 80-ASTM F439 A Size Socket Socket Tolerance SCH 40 Minimum SCH 80 Minimum Entrance A Bottom B Socket Length C Socket Length C 3/4 1.058 1.046 t.004 .719 1.000 1 1.325 1.130 t.005 .875 1.125 1.1/4 1.670 1.655 t.005 .938 1.250 1-1/2 1.912 1.894 t.006 1.094 1.375 2 2.307 '2.369 t.005 1.156 1.500 2.1/2 2.889 2.868 t.007 1.750 1.750 3 3.516 3.492 t.008 1.875 1.875 TEE Socket x Socket x Socket I M - -i - L�G _j Part Number Size G H L M Approx.Wt.(Lbs.) 4201-007 3/4 9116 1-112 2-31132 1-5116 .11 4201-010 1 7/8 1-13/16 3-5/8 1-5/8 .20 4201-012 1-1/4 15/32 2-3/32 4-7/32 2 .29 4201-015 1-1/2 1-5132 2-9116 5-3132 2-11/32 .54 4201-020 2 1-13/32 2-15/16 5-7/8 2-7/8 .86 4201.025 2-1/2 1-23/32 3.1/2 7 3-15/32 1.62 4201-030 3 2-1116 3-31132 7-15/16 4-5/32 2.53 REDUCING TEE M1 Socket x Socket x Socket H T H1 M 4-�� I �G1 L G G2 H H2 L Part Size G G1 G2 H H1 H2 L M M1 M2 Approx. Number WL(Lbs.) 4201-102 3/4x3/4xl 3/4 314 3/4 1-11/16 1-25132 1-11116 3-13132 1-5/16 1-21/32 1-5116 .13 4201-125 1x3/4314 23/32 718 23/32 1-25/32 1-13116 1-21/32 3-7/16 1-19/32 1-11132 1-5116 .16 4201-126 1x3/4xl 23/32 23/32 3/4 1-27/32 1-27/32 1-3/4 3-19/32 1-5/8 1-5/8 1 1.5/16 1 .17 4201-131 1x1x314 11/16 13/16 11/16 1-13/16 1-13/16 1-13/16 3-5/8 1-5/8 1-5/16 1.5/8 1 .17 4201-157 1-1/4xlx314 11/16 1-1/32 11116 1 1-15/16 2-1132 1-13116 3-25/32 2-3132 1-13132 1 1-23/32 .32 MADE IN THE U.S.A. 2 SPEARS FlameGuard° CPVC FIRE SPRINKLER PRODUCTS FG-2-0215 Complete System of Pipe, Fittings & Solvent Cement Corrosion Resistant a Superior Flow • Ease of Installation Spears® FlameGuard°CPVC Fire Sprinkler Products provide a cost effective alternative to metal systems with advantages of high corrosion resistance, improved system hydraulics, ease of installation and quick assembly with common tools. ' CPVC Fire Sprinkler Systems are based on proven products , �. �_ , cPvt:� °srraaaja ara that have been in continuous service for over 40 years. Spears® FlameGuard® products are approved by UL®,FM®Global,LPCB and Certified by NSF International for potable water use. Check local codes for restrictions and limitations. Corrosion Resistant CPVC Material Does Not Easy Installation for Lower Costs Sustain Biological Growth FlameGuard° CPVC system installations Unlike metal systems, FlameGuard®CPVC significantly reduce costs over conventional metal products never rust, scale or pit and do not sustain piping by virtually eliminating prefabrication. biological growth-a cause of Microbiologically Systems can be fully installed on site using solvent Influenced Corrosion(MIC)which can destroy metal cement joining methods. fire sprinkler systems from the inside out. UL®Listed for U.S. and Canada in Superior Flow Characteristics for Lower NFPA 13, 13R& 13D Systems Friction Losses FlameGuard® CPVC Fire Sprinkler Products The smooth-wall interior surfaces of FlameGuard® are UL®listed for U.S. and Canada applications CPVC systems result in reduced friction loss over for Light Hazard occupancies as defined in NFPA metal systems. The design flow characteristics remain 13,Residential occupancies up to and including constant throughout the life of the product because 4-stories as defined in NFPA 13R, and Residential there is no interior corrosion in the system due to occupancies for one and two family dwellings and microbiological activity. manufactured homes as defined in NFPA 13D. Consult Spears®FlameGuard°CPVC Fire Sprinkler Pressure Rated to 175 psi(1200kpa) @ 150OF Products Installation Instructions and NFPA Standards (65°C) for additional applications including air plenum, FlameGuard®CPVC Products are produced in system risers, concealed, exposed, underground, combinations of Schedule 40 and Schedule 80 Fitting combustable attic, garage,basement and low configurations con-forming to ASTM F 438 or F 439 pressure dry piping installations. standards and FlameGuard®SDR 13.5 CPVC Fire Sprinkler Pipe conforming to ASTM F 442 standards. Full Limited Lifetime Warranty UL® and FM® Rated working pressure is 175 psi FlameGuard° CPVC Fire Sprinkler Products (1200kpa)@ 150°F (65°C) (LPCB rated to 120°F) carry a limited lifetime warranty against defects (49°C). in material or workmanship. Consult Spears® warranty for additional details. Progressive Products From Spears®Innovation & Technology OLPCB Visit our website at www.spearsmfg.com Spears®. FlameGuard°. . . The Leader in Innovative CPVC Fire Sprinkler System Products Pioneer in Molded-in Metal Insert Head Adapters Patent No. 5,437,481 Spears®pioneered the development of the Fla meGuard°molded-in-place metal thread insert for connection of sprinkler heads to CPVC fire sprinkler systems,plus Metal FIPT threaded female adapters for metal-to-plastic transitions. Developed the Special Reinforced (SR) Head Adapters Patent No. 5,582,439 Spears® FlameGuard° continuous improvement program developed the technology to produce a superior patented plastic threaded fitting -the Special Reinforced(SR)Design. This unique design incorporates a patented thermoplastic compression process that equalizes stresses generated by tapered thread joint make-up. All CPVC plastic body and threads provide a more uniform construction and improved corrosion resistance. Lead Free Revolutionary Gasket Sealed Head Adapter Choices Patent No. 5,582,439 •Requires NO Thread Sealants •Eliminates Stress • Prevents Over Tightening •Provides Easy Frame Alignment Spears®revolutionary Gasket Sealed Head Adapters feature an elastomer gasket seal at the base of the threads. The gasket seal allows a modified TorqueSafeTM,SotTorque"I & thread design that eliminates radial stress and associated problems typical QuickT Lead Fittings g P � Lead Free with tapered thread joint make up. Choose from TorqueSafeTM design with rotating brass thread insert, SofrorqueTM design with Special Reinforced (SR)plastic threads and compressible gasket or new QuickTorqueTM with similar features plus brass threads. P= Full Assortment of Specialty Products&Fitting Configurations Spears®FlameGuard®products provide the specialty fittings needed in today's fire sprinkler systems.The NEW GripLocTM Push-on Coupling and GripLocTM Repair Coupling for quick no-cement repairs;the Adjustable Drop Nipple for GripLocTM Push-On&Repair fine-tuning to finished ceiling height; and Ringed Head Adapter for ease of Couplings Lead Free locating during installation. Plus a full assortment of fittings including Grooved Coupling Adapters,Unions and Flanges sizes 3/4"through 3". o 'I`raxm�.Guard � Complete Size Range of CPVC Pipe Spears®FlameGuard°CPVC Fire Sprinkler Pipe is available Guard tlsA in sizes 3/4" to 3"; and conforms to ASTM F 442 standard for SDR 13.5 CPVC pipe. Spears® Solvent Cements & Thread Sealant FlameGuard®products should be installed using Spears®FS-5 One-Step Solvent Cement.For threaded joints, use Spears®BLUE 75'Thread Sealant that has been tested for compatibility with FlameGuard°CPVC Fire Sprinkler Products. Spears®TorqueSafeTM Gasket Sealed Adapter requires no sealant. Consult sprinkler head manufacturer prior to use. Installation Training Available - Contact Spears® Technical Services for Details FlameGuard®Products must be installed in accordance with Spears®CPVC Fire Sprinkler Piping Products Installation Instructions, National Fire Protection Association Standards 13,13R, 13D,and in accordance with local codes.Code requirements and field conditions may differ. It is the responsibility of the installing contractor to insure that the product is suitable to meet these requirements. SPEARS® MANUFACTURING COMPANY ' °�: 0 CORPORATE OFFICE SPEARS - �'�=�" 15853 Olden St.,Sylmar,CA 91342-PO Box 9203,Sylmar,CA 91392 • (818)364-1611 •www.spearsmfg.com ;i� • ©Copyright 2015 Spears®Manufacturing Company. All Rights Reserved.Printed In the United States of America 02/15. FG-2-0215 SPEARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 22-1/20 STREET ELBOW Spigot x Socket 1� H1 �' M1�. H j H ►�PIPE O.D. Part Number Size H H1 J J1 M1 Approx.Wt.(Lbs.) 4242-007 3/4 1-1/4 1-112 1/4 1/2 1-3/8 .08 4242.010 1 1-7116 1-11/32 5116 7132 1-23/32 .14 4242-012 1-1/4 1-9/16 1-25132 17/32 11/16 2-1/16 .21 4242-015 1-1/2 1-13/32 1-23/32 112 11/32 2-11/32 .28 4242-020 2 1-29132 2-118 7/32 5/8 2-7/8 .42 4242-025 2-1/2 2-1/8 2-1/4 13/32 1/2 3-1/2 .68 4242-030 3 2-13132 2-13/32 9/16 17132 4-5/32 .99 450 ELBOW Socket x Socket H Part Number Size H J M Approx.Wt.(Lbs.) 4217-007 3/4 1-5116 5/16 1-5/16 .07 4217-010 1 1-13/32 3/8 1-5/8 .11 4217-012 1-1/4 1-5/8 3/8 2-5/32 .21 4217-015 1-1/2 1-27/32 15/32 2-11/32 .32 4217-020 2 2-1/8 21/32 2-7/8 .48 4217-025 2-1/2 2-17/32 314 3.1/2 .88 4217-030 3 2-29/32 29/32 4-5/32 1.17 10 SPEARS®MANUFACTURING COMPANY MODEL RSV-1 rapidresponsw 3RESIDENTIAL SHUT-OFF VALVE RESIDENTIAL FIRE SPRINKLER SYSTEM For Use in Systems Designed to NFPA 13R and NFPA 13D NSF-61 Annex G Approved, ; and UL and C-UL Listed T Offered in Both 1-Inch and 2-Inch Sizes Features & Benefits: The Model RSV-1 Residential Additionally, the Model RSV-1 Shut-off Valve is designed for Valve provides a dual-purpose Can be Used in Conjunction use in dual-purpose residen- system without adding the do- with Backflow Preventers tial water supply systems. After mestic flow demand to the fire sprinkler operation, the Model sprinkler system flow demand, Potential Cost Offsets of RSV-1 Valve automatically diverts which is required by NFPA 13R. Reduced Pipe Size the available water supply to the The Model RSV 1 Valve also auto- fire sprinkler system. matically resets,thereby eliminat- // Eliminate the Need for ing the need for valve disassem- Electrically Operated Solenoid bly after a fire sprinkler system Valves test or activation. Built-in Check Valve Eliminates the Need for a Separate Check TECHNICAL DATA Valve on the Fire Sprinkler Available Sizes: 1-Inch (DN25):and 2-Inch (DN50)' System Materials: • Body is Copper Alloy. Flexibility with Existing • Piston, Sleeve, and Differential Ring are Glass Water Supplies in Retrofit Reinforced Polyphenylene Oxide. Applications and Developed • Seals are EDPM. Lots • Piston Springs and Screws-are Stainless Steel. Ability to Mitigate Local • For the 1-Inch Valve, Upper Cap is Brass and 0-Rings Requirements Based on are Buna-N. Mandated Domestic Load and Maximum Pressure: 175 psi (12,1 bar) Hydraulic Safety Factors Part Numbers: • 1-Inch Valve (DN25) NPT Thread P/N: 52-540-1-001 • 2-Inch Valve (DN50) NPT Thread P/N: 52-540-1-002 Fire Protection Products I FIRE FIRE SPRINKLER PISTON PISTON SPRINKLER PORT ;; " ' ASSEMBLY ASSEMBLY PORT P, FIRE FIRE SPRINKLER � FLOW6 �v SPRINKLER FIRE SEAT SPRINKLER vv FLOW „ . SEAT \ PASSAGE DOMESTIC e m v�v PORT FLOW TO v vv DOMESTIC FLOW., IV— a" i �r} t DOMESTIC x DOMESTIC �, ,v DOMESTIC FLOW . }M'` y�af „ DOMESTIC SEAT a SEAT , �i ' " r PORT PASSAGE � � �, �: a art P = SUPPLY SUPPLY � ; ., PORT PORT SUPPLY SUPPLY STANDBY—FLOW TO DOMESTIC SYSTEM OPERATED—FLOW TO FIRE SPRINKLER SYSTEM MODEL RSV-1 VALVE STANDBYAND OPERATED POSITIONS -2 INCH VALVE- METER COINTRO VALVE �/ ►i 4 MODEL RSV-1 VALVE TYPICAL RESIDENTIAL INSTALLATION I. parameters, instructions,care hnd'friaintepbneo' Tyco Fire Protection Products Technical Services-Phone:800-381-9312 www.Tyco-Fire.com Fax:800-791-5500 All brand names,product names ortrademerks belong to their respective owners.Tyco Fire Protection Products reserves the right TF-2013004 to change product design and specifications without notice.Copyright 0 2013 Tyco Fire Products LP.All rights reserved. Bulletin 425 September 2018 Reliable Residential Riser cULus Listed For use in NFPA 13D and 13R Residential Systems 175 psi (12 bar)rated Features • Stainless Steel body construction • Factory assembled and tested • Vertical or horizontal installation 's • Optional mounting bracket L ' Approvals & Listings • Listed by Underwriters Laboratories Inc. and Underwriters *s, Laboratories of Canada(cULus) Product Description The Reliable Residential Riser is UL Listed wet-pipe sprinkler system riser assembly consisting.of a stainless steel body, waterflow switch,pressure gage,and drain.Triggering Flow is 12 gpm(45 Ipm)nominal for the System Sensor waterflow switch and 10 gpm(38 Ipm)or more for the Potter Electric waterflow switch. The Residential Riser is intended for use in NFPA 13D and 13R systems, and is offered in 1", 1 1/2", and 2" sizes. The product Shown:2"threaded version with Model TD Test and Drain valve trim, is available with a variety of end configurations (see table A optional Model A Pressure Relief valve kit,and optional locking handle below),and a choice of drain trims including a three position(off/ kit(padlock not provided) test/drain) valve with several orifice choices. Optional pressure Maintenance relief valve kits are also available. The Residential Riser can be wall mounted using the cast-in lugs or stud mounted using the The owner is responsible for maintaining the fire protection optional support bracket(See Fig.2), system in proper operating condition.Any system maintenance or testing that involves placing a control valve or detection/ Installation control system out of service may eliminate the fire protection that is provided by the fire protection system.Notify any required The Reliable Residential Riser should be installed in authorities having jurisdiction and implement appropriate accordance with NFPA 13, NFPA 13D,or NFPA 13R, as well as precautions prior to proceeding. the requirements of any authorities having jurisdiction.Failure to follow installation instructions may void the warranty and listing When required, the Reliable Residential Riser and associated of the valve. Connect the riser manifold to the supply piping equipment shall periodically be given a thorough inspection and system piping using a non-hardening pipe joint compound and test. NFPA 25, "Inspection, Testing and Maintenance of or joint sealant tape for threaded connections. Ensure proper Water Based Fire Protection Systems," provides minimum direction of flow using the flow arrow cast into the manifold.The maintenance requirements. Replace any components found one-inch (1")drain should be piped to a location that will avoid to be corroded, damaged, or worn. Increase the frequency of damage to property and injury to personnel. inspections when the valve is exposed to corrosive conditions or chemicals that could impact the valve materials. Nominal Size Available End Connections 1" (25mm) Male or Female NPT 1-1/2" (40mm) Female NPT or Grooved Ends 2" (50mm) Female NPT www.reliablesprinkler.com Residential Riser Assemblies ' Basic Assembly with Ball Valve Drain (Shown with Optional Pressure Relief Kit) Dimensions and Weight = B Basic Assembly with Ball Drain Valve Water Pressure Gauge Press.Relief Manifold Size A B C D Weight Manifold Kit(Optional) in in in in Ibs Body (mm) (mm) (mm) (mm) (kg) System Threaded Female 11 8-1/4 2-3/4 7.3 NPT 1 (25) (279) (210) (70) (3.32) Threaded Male NPT 11 8-1/4 2-3/4 7.3 0 1 (25) (279) (210) (70) (3.32) C Threaded Female 12-1/4 11-1/2 8-1/4 3 8.3 A (Take Out) NPT 1-1/2(40) (311) (292) (210) (76) (3.77) o Threaded Female 11-3/4 8-1/4 3-1/4 8.8 �n NPT 2(50) (298) (210) (83) (4.00) Grooved Ends 1-1/2 11-1/2 9-1/2 3 8.3 Supply Drain (40) 1 (292) (241) (76) (3.77) D� Drain Valve Water Flow:7 Detector Note:Drain tees are plugged when pressure relief kit is not used. r 425FG01 Basic Assembly with Test and Drain Valve (Shown with Optional Pressure Relief Kit) B Water Pressure ., Gauge Press.Relief Dimensions and Wei ht Manifold Kit(Opionel)� g Body Basic Assembly with Test Ili Drain Valve System Manifold Size A B C D Weight in in in in Ibs (mm) (mm) (mm) (mm) (kg) 13 o Threaded Female 14-1/2 8-1/4 3-1/4 9.0 A O NPT 1 (25) (368) (210) (83) 1 (4.09) Draln (Take Out) Threaded Male 14-1/2 8-1/4 3-1/4 1 9.0 o NPT 1 (25) (368) (210) (83) (4.09) m Threaded Female 11-1/4 15 8-1/4 3-1/2 9.7 NPT 1-1/2(40) (286) (381) (210) (89) (4.41) supply Test and Drain Threaded Female 15-1/2 8-1/4 3-3/4 10.5 Valve NPT 2(50) (394) (210) (95) (477) D Grooved Ends 15 9-1/2 3-1/2 9.7 Water Flow 1-1/2(40) (381) (241) (89) (4.41) Detector Note:Test and Drain valve outlets are plugged when pressure relief kit is not used. Bulletin 425 R411Page 2 of 4 September 2018 �� www.reliablesprinkler.com Support Bracket Mount ' 2 112' MINIMUM GAP FOR WATER FLOW INDICATOR COVER REMOVAL(TYPICAL ALL MANIFOLDS) x x E STUDS 425FG02 BRACKET FLUSH (24 SHOWN) WITH FACE OF STUD Recessed or Flush Mounted ' 2 112' MINIMUM GAP FOR WATER FLOW INDICATOR COVER REMOVAL(TYPICAL ALL MANIFOLDS) PLASTIC SPACERS r ---------------- ------------------ --------- --- I --- ------------I I SUDl_ _ _\\\ f i i (2X6SHOTWN) r---------_ 1 �ilJ l __4-77 u o 425F6W Support Bracket Bulletin 425 Page 3 of 4 September 2018 e in www.reliablesprinkler.com Y Residential Riser Ordering Information Part Number 6AWWORXYYZ F L7 Riser Manifold Waterflow Detector MFG Drain Valve Pressure Relief Kit Size&End Connections X YY Z l6[W 00= 1"Threaded Female NPT S=System Sensor 00 =Ball Valve 0= None 01 = 1"Threaded Female Metric P= Potter Flow Detector 01 =RASCO Test&Drain(K2.8) 1 = 175 psi(12.1 bar) 02= 1"Threaded Male NPT 02=RASCO Test&Drain(K4.2) 2= 185 psi(12.8 bar) 03= 1-1/2"Threaded Female NPT 03=RASCO Test&Drain(K5.6) 04= 1-1/2"Threaded Female Metric 05= 1-1/2"Grooved End 06=2"Threaded Female NPT 07=2"Threaded Female Metric Example: P/N 6AO20RP031 = 1"Threaded Male NPT End Connection with Potter Flow Detector, RASCO Test&Drain(K5.6),and 175 psi Pressure Relief Kit. Replacement Parts&Accessories Description Part Number Pressure Relief Kit-175psi 6501203550 Pressure Relief Kit-185psi 6501203545 Support Bracket Kit 6899190001 System Sensor Waterflow Detector(RFDTHN) 96556910 System Sensor Paddle Tree for Waterflow Detector 96556911 Potter Waterflow Detector(VSR-S) 96556923 Guarantee For Reliable Automatic Sprinkler,Co., Inc. guarantee,terms, and conditions,visit www.rellablesprinkler.com 0 rn rn rn rn rn z a. Bulletin 425 Page 4 of 4 September 2018 www.rellablesprinkler.com JOSHUA R. WICKS P ® L . S ® 5UWfY of PPOPfPTY SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB N 5 s1MTw NWrMCK, rOWN OF 501"HOG2 P.O. BOX 593 Center Moriches, N.Y. 11934 5LIrFOtK COUNTY, NIGW YLXK JoshuaRWicks@gmail.com /-/C,NP #631-405-8108 JSuffiolk Calf-itq fox Map NO,,, GRAPH ICg5CALE 1000-115,0Q-15,00-020,000 o i z (50) (100) 3(150) (s) (7) PATS 5UPVff[2; 01/11/2024 TPHALIA ROAD W E S AS' 41Z� r 163.99 S4' , , id E S 7q�p4'4p'� E — ,f$4 44. — _ a r �-r THREE LEVELS ABOVE F.FL=36.76' `^ TWO LEVELS ABOVE F.FL=338.7 a/ !/1 ONE LEVEL ABOVE F.kl.=29.46 0 / 60 1 F.FL=24.50 of d ^y GAR.FL=23.50' 1 I LOWER.FL=20.16' BASEMENT FL=15.8 2' / �d a 23 CONC PORCH 4 2&7 232 SPLIT—LEVEL like �.� E1Fv, n F 3535 S CV # / 80.2' i ii i i 20A0 -WE `4 I CATE 22.W LSD H DECCKK 4j (�� 1 10.0' YAS PATIO �'1J C� I HOEN USE L / 1 � / . 1 1 � a / 1 DEER FE. O � 1 0� 1 ^ 0 ,'WIRE FE / ~J I / 1 / 1 / 1 / C� � I 0 1 / 1 / 1 / I / / 1 / 1 / I / / LOT AREA 84,730.80 S.F. / 1.95 ACRE(S) %% / \ / Bldg Dept ropy from:SBA Final rroviewed documents 10 `� / DBA F11! �'0 ��OF NEwY �2. Q' P R_ 'BALL ELEVA TONS REFER TO NA VD88'DA TUM l�c��s�o • 05 1 0 LAND S (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY OI UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A z SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE SB ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. S �C h'e-di'B'6'X Af undersigned, gnedunderstand tha 'i ' iz"eo' a'"peri"ntbr the'lyp'e.*— ich''i's1. erehfapp ed0ks—bo k the iieMenftownfdHh t6,allt�gulatiors,and req6iiifitfitslfurther,underitafid�thttnon"compIance,of said iequremelts,ebyuyselfDr any officer e,r.oi revocation "Wl� ;p�ruuj� employee, the&Worifi ivi i�i,'revoca d , All, -i�� "To"'rFy , '5 h applicant or any employee of tl%eappl➢cant shall bye liffil 'd ofa�pgrfulTs a based npon i eA' 1 466666 1 bk:asA;,C1ass A,misdemeanor nees�1eadiggipjhp- A18&,stWmpht6j"i6AA&, *' , demeanQr,pursuant it Any ,unis a 4 YF"%4 Application Submitted By(print name): Authorized Agent DOwner Company(if applicable): 5 Applicant Sign Dated L FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). 0 FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUEDELINES 0 FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES 0 FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES 3WO., A WO permit fee is required'for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing, inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Sot+hold Building Department(631)765-1802. oil A ,USE D N 0 TMPert No Date: Bx Date T { Check No a 771' 5i "P 2 r Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY a c c 010 Fire Sprinkler Calculcations For 3535 Westphalia Rd. Mattituck, NY 11952 OF NEhl CO'� �� CALCULATION SUMMARY Project Name:ZASKOWSKI RESIDENCE Project Location: 3535 WESTPHALIA RD Contract No.:S24. City: MATTITLICK, NY 11952 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source W) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) i Demand(HW) 200 25.9 Required 0.13 7 13 2 0 19.1 36.9 File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Job Information Project Name:ZASKOWSKI RESIDENCE Contract No.:S24. City: MATTITUCK, NY 11952 Project Location: 3535 WESTPHALIA RD Date:10/22/2024 Contractor Information Name of Contractor: Sentry Automatic Fire Protection Inc. Address: 735 Flanders Rd City: Flanders, NY 11901 Phone Number: 631-723-3095 E-mail:sales@sentryny.com Name of Designer: MRL Authority Having Jurisdiction: Southold FM Design Remote Area Name 1 Remote Area Location ATTIC Occupancy Classification Density(gpm/ft2) 0.13 Area of Application(ft2) 200 Coverage per Sprinkler(W) 100 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 25.9 Required Pressure at Source(psi) 36.9 Type of System Wet Volume-Entire System (gal) 5.6 gal Water Supply Information Date 10/23/2024 Location WESTPHALIA RD 3RD HYD W/O SOUND AVE Source W1 Notes File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright©2002-2012 Tyco'Fire Protection Products Page 2 Job:ZASKOWSKI RESIDENCE Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Outimized Hvdraulic Simolified) File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:ZASKOWSKI RESIDENCE Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation—. - Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 56 2219 55 Supply Analysis Node at Source Static Pressure Residual Pressure Flow Available Total Demand Required Pressure (psi) (psi) (gpm) Pressure (gpm) (psi) (psi) W1 56 55 2219 56 25.9 36.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 25.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 25.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 36.9 W1 -Flow(gpm) 25.9 Demand w/o System Pump(s) N/A File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:ZASKOWSKI RESIDENCE Hydraulic Analysis for : 1 a Supply{T System Demand O Available At Source 56 psi @ 25.9 gpm a..� .� i i {iS2 54944 i 0. U) n 3 2 1 w 0 700800900 100011001200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 Flow,gpm File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:7ASKOWSKI RESIDENCE Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 56 S2 Supply point#2-Residual 2219 55 D1 Elevation Pressure 0 13 D2 System Demand 25.9 36.9 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name (gpm)) (p ) (gp Pressure (psi) Flow m Pressure si @Flow m) Supply 56 35.6 19.1 25.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ftZ) (gpm) (psi) (gpm/ftZ) (gpm) (psi) S1 Overhead 100 4.9 0.05 5 7 0.13 13 7 Sprinkler S2 Overhead 100 4.9 0.05 5 7 0.13 13 7 Sprinkler File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:ZASKOWSKI RESIDENCE Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge sip gpm ft2 psi psi ft gPm/P /z gpm gpm/ft2 psi gpm S1 Overhead Sprinkler 4.9 13 100 7 7 32 HEAD Open 8 0.13 -13 5 S2 Overhead Sprinkler 4.9 13 100 7 7 32 HEAD Open 8 0.13 -13 5 05 Node 8.9 31.5 NODE -12.8 26-0 Node 3.1.7 2 NODE 0 26-I Node 34 2 NODE 0 Wi Supply -25.9 36.9 2 SUPPLY 0 File:S24._-3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:ZASKOWSKI RESIDENCE Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F Pf per ft elev(Pe) NOTES T frict(Pf) (ft) (gpm/Psi'/z) (gPm) (in) ( ) (ft) (Psi) (Psi) S1 32 4.9 13 1 lx(us.Tee-Br)=6.22 25.03 120 7 05 31.5 13 1.097 2x(us.90)=4.97 11.19 0.0467 0.2 36.22 1.7 05 31.5 13 14x(us.90)=9.95 49.62 120 8.9 26-0 2 25.9 1.097 9.95 0.1688 12.8 59.57 10.1 26-0 2 0 1 0.73 31.7 RSV-1 Shutoff 26-I 2 25.9 0 0 3.0611 0 *** 0.73 2.2 26-I 2 0 1lx(us.90)=2.49 14.73 120 34 W 1 2 25.9 1.097 2.49 0.1688 0 17.21 2.9 S2 32 4.9 13 1 lx(us.Tee-Br)=6.22 24.77 120 7 05 31.5 13 1.097 2x(us.90)=4.97 11.19 0.0468 0.2 35.961 1.7 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:ZASKOWSKI RESIDENCE Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:WI; Supply Name:W1 60 i {0 i m 06 5 i m )0 i a. 26 _ i a0 1 i i 6 ' I � Flow,gpm n Pressure Loss Function Design Area:1; Valve Ref.:40(RSV-1 Shutoff,Sizes 1);Inlet Node:26-I;Outlet Node:26-0 1 t i S i Ol 0.6- 7 N I° 2.2 psi(a�25.9 gpm Q. 2.6 -- 1.6 0.6 Flow,gpm File:S24.--3535 Westphalia Rd,Mattituck.dwg Date 10/29/2024 Copyright©2002-2012 Tyco Fire Protection Products Page 9 FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IS A LIMITED USE SYSTEM AND SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION 1S PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR _�i !.._ - ..: LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"AWAY FROM CEILING. 35x37 ' 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF - � I ; S ARE REMOVED BY ANY TRADESMEN OTHER F 1 ( THAN S NTR COVER L_I L_J l—J THAN SENTRY INSTALLERS. : I I IJ--t_I� ' 5. UNLESS OTHERWISE NOTED,ALL P IPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC.fif 1l U 1I (L III U-I Ll1 I ° ; LI I i ! I, i�� ' �� 1�. I Iu 11 ° _ + I ; - I ; , 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED ED CLEARANCES AT NO ADDITIONAL COST. i l I , r i , , I ssse I __ suss _ —-- 3sNe i 1 � 11 IT , , 7. CONTRACTOR SHALL PROVIDEAND INSTALL ALL MOUNTING I a I 'i — �I — — — � � � I - I I , t---� � � ' ' _ — _ HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMIT ED TO HANGERS, SUPPORTS,ANCHORS,BRACES,ETC,AS REQUIRED T O� '7 SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS u; I CONTRACT. 8 NEW UNDERGROUND —————— LOCAL WATER R AUTHORITY REQUIREMENTS FORINSTALLATION, MPLY WITH 0 ,l �\ Z0.` 011 r i 1 —— ————— i MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL I I NECESSARYAPPROVALS AND PERMITS FROM LOCAL WATER ----------------------------__. AUTHORITY AND FIRE MARSHALL. 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. i 1 FRONT ELEVATION GARAGE SIDE ELEVATION l ; SCALE: N.T.S. SCALE; N.T.S. 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. 1 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF 40°FAHRENHEIT TO BE MAINTAINED. 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE / SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. (�v % !to ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEMAND SHALL BE GLYCOL-BASED. 1 �t / , VQ 1 , / Im O 1 / 1 1 - - I -- — i -- -� -� - 1 (� (� u / ,+ I IQ J�LI;1�I W1�I 1 } 1 I ll -_�_ 1 1 !, �L 1�!II ii I Li ! ! ,�� I �1 1 i 111111 ll I 1 f Ef B L Li _> L_' ' ; I ! �11 1u I -! ' ! I!�i r A !_1--1- ! �I _�.Lj _.lLl i_ J l i I 1 .!1J ail!IJ 1 _i_1_L1._ll_ .1� ° ^ I I I 11_I J�LI I v I ;_�_11� h I 11 U H i 1 i � U111J / I I , Ili I I I I � I HIIII�} ' I I II I i� - i i I Iit It . l 7} 1 ! J f ------------------------------� JAN 6 2025 �_ --------------------------------------- REAR ELEVATION SIDE ELEVATION / GREENHOUI5E SCALE: N.T.S3. SCALE: N.T.S. 1 1 F.M. STAMPING AREA 40 ZASKOWSKI RESIDENCE W SENTRY ..1 0 3535 Westphalia Rd. AUTOMATIC FIRE �'' •.�__ ,.,._--••- �• Matituck NY, 11952 c PROTECTION INC. j •.�—_ ` 2 �� : - - _....---- „ ' whw 735 FLANDERS RD . '- --• �� �'�i �' J_ F POE LANDERS NY 11901 FIRE SPRINKLER PLAN cO 3535 westphalla road �-- PH#(631)723-3095 NO. REVISIONS DATE BY Fil S24.____ GALE Added Note Per FM 1 6 25 MRL 3;535 West halia Rd.dw N.T.S. DRAWN CHEKED PROJECT # SITE PLAN BY MRL I BY RM S24.____ SCALE: N.T.S. DATE OCTOBER 2024 DWG' # Sp_j FIRE SPRINKLER HEAD LEGEND FIRE SPRINKLER GENERAL NOTES: SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL9 -- -� O 1 z IPEND WHITE 165 1 4.90 1/z" IRA0616 RASCo I RFC49 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IS LIMITED USE =PIPE DROP Upper Level=BRANCH PIPING SYSTEM AND SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL O PIPE RISER =MAIN PIPING APPLICABLE LOCAL ORDINANCES. RpZ =REDUCED PRESSURE ZONE 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"AWAY FROM CEILING. 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BY ANY TRADESMEN OTHER THAN SENTRY INSTALLERS. f 0 — —— 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD — — —— — — —— — — WEIGHT STEEL, COPPER OR CPVC. — — — 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, — — —— — — —— — — — INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. I I 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING I I HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO BLUESTONE I I HANGERS,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO WOOD DECK SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS PATIO I I CONTRACT. I !50 SF 435 5F I 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH I� G LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. i I 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL WOOD STIEPS NECESSARYAPPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE MARSHALL. 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. loll 0 l3SF ❑ 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ————1 L ——————1 d-c ALL REQUIRED TAMPERAND WATER FLOWSWITCHES. pDW sink I 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING I r i I INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. I I 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. I OF 400 FAHRENHEIT TO BE MAINTAINED. I 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE LIVING ROON KITCHEN MUDROOM SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. CH 7'-!0" L— — — CH 8'-0' ,— !O5 SP ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW I 427 SF Ceiling 16 —0 309 5F SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. li A N � W „ I W O N E E i I� � I— - - --I - - _ _ - - - - - - - — _ - - - - - - -� I- t11 —,—— — efrigeratooz I N 1 11 1 "- _ DW t `N ";RISER FRO ¢SMNT °C II unf nish I I U t I ©2nd*LOO I 1 — — BAe BMENT I I I E O i tCH 6'-!O" ru o p ai r 1 ( I —---------------- --- 68 23 BAThI t iii o 2G II DINING ROOM 5F i 37 iii I I 363 SF I 240 II I � o I o N i I GARAGE m °cq (2)! 6" I I CH 9'-O" I APRON N BEDROOM # O 473 sF o V CH T-10" o o l i / u I 240 SF ri I n°J�O I i ! !°x4'-S32" LAUNDRY Ll !04 SF ( i PORCH 26G" 1 CH 7'-O" i !39 SF I 2 2"x3'542" (2)2"x3'542" a-7y2" Ln 3°x32--54 °x 2-542" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1st FLOOR FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" 41 - - L 051 6 F !. �FESSIC�1 ~ F.M. STAMPING AREA W ZASKOWSKI RESIDENCE . SENTRY 3535 Westphalia Rd. 0 AUTOMATIC FIRE Matituck NY, 11952 PROTECTION INC. 735 FLANDERS RD w ''✓ram FLANDERS NY 11901 �- FIRE SPRINKLER PLAN OP� F=- PH#(631)723-3095 NO. REVISIONS DATE BY FILE S24, SCALE Added Note Per FM 1/6/2-5 MRL 3535 Westphalia Rd.dw N.T.S. DRAWN CHEKED PROJECT # BY MRL BY RM S24.____ DATE OCTOBER 2024 DWG' # SP-2 FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IS A LIMITED USE SYSTEM AND SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BYLOCAL AUTHORITY HAVING JURISDICTION(AHJ). 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"AWAY FROM CEILING. 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER THAN SENTRY INSTALLERS. 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. '7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO BLUESTONE PATIO WOOD DECK HANGERS,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO below below SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. WOOD, STEPS �9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARYAPPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE MARSHALL. 10.GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. � 23° 24G 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM (2)2� 'x3'S44" °x SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. 0 L'x/ 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF 400 FAHRENHEIT TO BE MAINTAINED. a- I 2 x3' PICTURE WINDOW WH ?`-I" 2' x3-544" ; 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. BEDROOM #2 d I BATHROOM 5 44"WAS IN o y ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW X CH 8'-01 d I 102 SF d N CLOSET SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. 2G4 SF Ceili < 24 - c0 ' o t LINEN 2bGb a I DW ---- N N N ' PRIMARY N • 2 -3 II BEDROOM HALL I t--�+23�-6 _CLOSET___ __C'LOS�___ 59 5F DWI-- I ' up 1-RISER FROMBSMNT CH 8'-5° G 8 x rn _=•_____-_____ _____________ I I I I 6 s TO ATTIC 41 G SF (2)2 G o s m 2 proposed 7 kmg PRIMARY in o BATH ROOM " N 3 0" 5 I WALK IN I CLOSET 0 5'x4' 240 240 KW 5'-9Y2" Y BEDROOM #3 BEDROOM #4 CH 8'-a' (-— CH 81-0' N217 sF BATH l o d 17G sF I d G3 SF L- — 0 (2)9" 3'S44" (2)2"x3'544" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2nd FLOOR FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" �I 6 r'pFESSIONP F.M. STAMPING AREA W ZASKOWSKI RESIDENCE SENTRY 0 3535 Westphalia Rd. AUTOMATIC FIRE Matituck NY 11952 PROTECTION INC. 735 FLANDERS RD �J- FIRE SPRINKLER PLAN F��F o�C� FLANDERS, NY 11901 �_- PH#(631)723-3095 NO. REVISIONS DATE BY FlILE S24,____ SCALE 1 Added Note Per FM 1 6 25 MRL 3535 Westphalia Rd.dw N.T.S. DRAWN CHEKED PROJECT # BY MRL 1BY RM S24.---- DATE OCTOBER 2024 DWG' # SP-3 FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM IS A LIMITED USE SYSTEM AND SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BYLOCAL AUTHORITYHAVING JURISDICTION(AHJ). ROOF 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" - - - - - AND AT MOST 0'6"AWAY FROM CEILING. 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER THAN SENTRY INSTALLERS. 1 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD kw 4'-5 WEIGHT STEEL, COPPER OR CPVC. Ceiling 3 2 -0 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, stIIIIIIIII f I I I I 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. shelf a-o a-o a-z 1 1 1 1 1 1 1 1 1 1 1 1 1 t I I I I I I I I I I I I It I III I I I I I I I I I 1 11 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING a 9 �rapF ridge 10'-9" +3' -s m HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO i0 colla ties 1"DOWN 3 HANGERS,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO TO BSMNT�` SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS N I I n I I �— —� n n n I II CONTRACT. C9 I I I I CH 91-V I-- I I I `� I � 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH mx ! I 1 1 I I I I I ( cp}--I l l l l 4 II N ( I I I I I I I I LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, N Li U L_ Li o iI I I I I I I MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. 1 1131'-s• 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL s2 ATTIC NECESSARY APPROVALS AND PERMITS FROM LOCAL WATER :511elf 399 5F AUTHORITY AND FIRE MARSHALL. "T • 8-0 8-0 4-2 o t1 1 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE a R REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. If 7 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM _ kw 6'-1 CY' SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. ROOF ACCE55 ROOF ACCESSI I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF 400 FAHRENHEIT TO BE MAINTAINED. 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. ROOF ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" •:T.it, :c!-;k,,.r;...,.:-,, - -;?'.tiw'r'[`.1 s' :i; :,r ::i•� •b: �.v..`.':.': ,.::.r':c«�Y�,•..: '. > - .<!`..-Y.'•, :e. ... x. •.f,:'cf Y"r.- -'.�'R. ey^s{e:;:+ 4v; iw• �s block walls high x f : = <` "• Y' @ 6� unfml5hed f fill III +•' L _� BASEMENT 3i' Oii. s 758 5F ;R 1"RISER O r z TO 1st FLOOR X : , ` N Ceiling 8 —0 el ric :, pa 4-712 (3) 2x 10 • ,r:��' _dropped beam � �, .:_:fir-;:•��_. =,r•,.,�::t.: +G'-9" high from % ``r O bottom to slab r 5z it +�` � '� ;t r�. O ;r HVAC •�� N � to R. O 1"MANIFOLD RISER wi ANTIFREEZE s * f" `�` , ✓ hot N TEST VALVE water 6„] water electric E_ > > filter panes ' Fp 05168 2-21"RPZz-z ::f'•of�' - - .:a-�•��r:.: i^f f.... .�:.'•.,Yl�e• .'J` ?y�'..5-•24 .y �3, x� 1'-• ..`�yF� •i w.� -��• sir.- .h-1s. 1�'�•'f. �i.>Fy;�3{..'S'.,�1.i�;T, •f�S��•.�.i �•'•ii'�.�,• �ti=� i'> ':?' .`is(::9 'C4_i. - —`���`}sA:%....:s^•«-•%fi":' .,C' - F.M. STAMPING AREA W ZASKOWSKI RESIDENCE � �,� � SENTRY 0 3535 Westphalia Rd. AUTOMATIC FIRE 1111111111111111 it Matituck NY, 11952 PROTECTION INC. W 735 FLANDERS RD FIRE SPRINKLER PLAN ,IRE FLANDERS, NY 11901 2'-�"� F= PH#(631)723-3095 NO. REVISIONS DATE BY FILE S24, SCALE "" 1 Added Note Per FM 1 6 25 MRL 3535 West halia Rd.dw N.T.S. DRAWN CHEKED PROJECT # _BASEMENT FIRE SPRINKLER PLAN BY MRL. BY RM S24.__-- SCALE: 1/4" = V-0" DATE OCTOBER 2024 DWG' # SP-4 -� Road APPROVED AS NOTED i 1 PLUMBER CERTIFICATION I-a 1-a5 B.P# 5 5 T ON LEAD CONTENT BEFORE DATE: CERTIFICATE OF OCCUPANCY FELLO 71•©U BY SOLDERY USED IN WATER SYSTEM CANNOT NOTIFY BUILDING DEPARTMENT AT SUPPL 631-765-1802 BAM TO 4PM FOR THE INSPECTIONS: EXCEED 2110 OF "/�° LEAD- FOLLOWING FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION PLUMBING FINAL-CONSTRUCTION MUST ALL PLUMBINGWASTE BE COMPLETE FOR C.O. &WATER LINES NEED TESTING BEFORE COVERING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF Additional 3 5 901fiiDIDVMZR 0 a '1 q -Z R Certification ammam May Be Required. 90UIHOtDiiFC work mu4 comply - o -the. re0�u i r�mQr1�s 0� A Ape n d i x T AJ b O I . 9. 3 . ~' D r / Property of: Paul H Bosco AN D REW J ZASOW5 KI Architectural Drafter situate: P.Q.Box 2473 / # 3535 Westphalia Road Aquebogue 631 375.7374 931 � 1 f Mattltuck - Town of 5outhold pauldrafter.com ,i 5uffolk County, New York Area: 88,809 -± 5.F. 1 (not shown on the 5urvey) drawings reviewed by Condon Engineering, P.C. 5CTM No. : 1000- ! 13- 13-020 / --- 1755 Sigsbee Road r . 1 -- DRAWINGS LIST Mattituck, NY 11952 i &o l Cover Page - Site Plan 631.298.1986 t / Qo Exi5,tmg Conditions First Floor Plan 1 np Exi5,ting Conditions Second Floor Plan / t a TABLE OF AREAS a o Ex15-tin Conditions Attic Floor Plan g SEAL existincg � C Ba5,ement (Mechanic Area) Floor Plan coverage prope1"�' 0V lw Electric First Floor Plan Existing Conditions Survey (no Info) 88,809± Sr h� � 3• CQ�� ', a 0.j Electric Second Floor Plan Exi5tin Conditions '� o� Q g Hou5e Foot Print 2441 5F �t faQE.? Electric Attic Floor Plan Existing Conditions Back Wood Decks I G3 SF tJ Electric Basement (Mechanic Area) Floor Plan Dlue5tone Patio 435 5F M@ Froint Elevation Greem Hou5e 33G SF ,a, 6SS e / ! Raft 1 Back Elevation TOTAL 3375 5;r:aF Elevation 1 a�o Left:: ; d e Elevation NEt PROYT'4 fiWVIsR 1 Andrew J Zasowski i vita V Zosowski 1 vent thru rvaf „ ADbRfiss SECOND FLOOR PRIMARY BATHROOM BATHROOM BATHROOM 3535 Westphalia Load , r — r I I Y I I I I lyn ►'�' Mattituck Y ,jY �F, ` Y L► z 1 Town of Southold, NY PROTECT NAME ` i `�� House Existing Conditions shover7.L=T I shower sho6r ProJeCt '/ �/ (/ I CONTRACTOR 1 I'/z' lyz" 3" .]n ��.« 17 " +�'n �« ..... Ili« rfn 3" I { G G / 1 / r r " 3" I GREENHOUSE T04V�ILICENSE FIRST FLOOR 6ATHROOM KITCHEN LAUNDRY 2n 2-1 — — — —— DRAWING NAi4ffi —TI"/2"---�Yz" Ilya lly2 1 SCALE sink 1 DW WasherL NarE as noted —----------------i -F—F"'�- — I T -- I --- P 'r 1 2 n IY2" 3° iYl' 2" I%z" i ' DRAWING NUMBER WIT#AB0823AZ 3« ouse 3" 1 C.U. Trap Dnnm ----------_ , 4 pipe @ 14" per foot 08-31-2023 % 1 to approved Sanitary System I � slur r Site Ian � ��, 1` p existing Plumbing Riser 1 Scale: 1 :30 scale: ! '-0" _ %4" Site Plan based on Survey by -`""�---- .._---- Christopher Henn Surveyors ' --,..._,.,,,__-,.._ -,.,.._------- ,..__.---- '.-• G31 .858. 1 G75 -- --""' 100 Stevem Place Hauppauge, NY 3535 westphalla road • r� -- — _-- `—ref �• ` -- - - - - rr Paul H Bosco Architectural drafter - - - -- --- - - - - -- - P.O.Box2473 ! i Aquebogue, NY 11931 ! 631.375.7374 { pauldrafter.com DLUE5TONE i WOOD DECK ! I PATIO 15o sF i _ 0 I drawings reviewed by { I WOOD 5TEP5 Condon Engineering, P.C. i I - 1755 Sigsbee Road I ! - - _.._- ' - - - -. - - � - �� Matiituck, NY11952 r--` - __._ - - __.. .___.. .._.. . _ .._ - _ ._ � - " I 631.298.1986 El —J 4 SEAL 43 sink DW — -� I "' t��4� NE w J'D S. CO�,DD Sp 1 KTCHEN MUDROOM LIVING ROOM i _ CH '7-10" t CH 8'-4'" 309 5f " I 427 5� ( I N x I I I .. w W .� \\ ._ - - ._.. .....,. - - - __.. - - - - ,. — ._ .,...._ .� PROPERTYl1WNk�t ! I Andrew J Zasowski {im Ig r I� 1 ..._.._... _ ...._ � eirlger�to Rita V Zasowski -N I • .....w. -. -_ -- ADDRESS 6 DW to 1r ` - " -` ` _ 3535 Westphalia load i,� II unflnmhedl. I ( U t {�d}- I I I Mattituck � BA5 EMENT ! ! I -)E 0 €�{ I a I I own of Southold, NY — I II PRt71ECI NAME CH 6-10" - - 1 (2)1�� I I ( House Existing Conditions a li i s i t...,...._. I Project _-- - _....._ - - -- _ - � 6 R - HALL DATH DIN NG ROOM t �' I I 23 5F 37 51' 363 5F I coVrnAcmrt 2 o I zo GARAGE c� III I I I APRON TowN I tcErrsE s I � Cr1 it I DRAWING NAME x BEDROOM # o \ II► © I I I N CH 7-1r 240 SF II! J� 1 1°x41-532" I SCALE LAUNDRY I as noted 104 5F I NOTE POPICH 26G6 CH 7-5" 2)2"x3° 542" (2)21 1x31 542" Y2' _ — — — D AW�G 0 2-S4 " 3°x32-54 WIT#ABQ823AZ n _,_, — — — .._...._ — — — --- -- — — I �, _ _ - _ _ _ _ I 08-31-2023 L L -. _.... ..- - .._ - _._.. .-. _.._ - - ...._ - _.._ - - - - - - - -- -" - SHEET FIRST FLOC PLAN - exi5tlnri condltlon5 scale: I '-p�� y 01-Q/411 Paul H Bosco Architectural Drafter P.O.Box 2473 BLUESTONE PATIO WOOD DECK Aquebogue, NY 11931 631.375.7374 below below pauldrafter.com WOOD STEPS drawings reviewed by 0 0 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 17 631.298.1986 (2)2''x3' 544" 2"6` 2°x3o ° a 4 I I It I4 i _ 9EAJ. It � 3 c 0*' �rQ� 2 x3' PICTURE WNDOW WH 7'-i" 2' x3-544" ; , BEDROOM #2 0 ! BATHROOM s 44" WALK IN CH 81-0 A 1 a ��a�4 � 2�4 CLOSET s� i - - ....... ...__.... _ --_----- _._ ..... ..... ...... -- --- —. � I o LINEN I I I I I I 2 C ' I I I I I I I It I I I I I I I I I I I I I I I I I I I I I I I I I PROPFRTYC)111 2 Andrew J Zasowski UD i I W II - - - r v N I ( 17 PRIMARY s� o� -l �_-: _ _.1 Hit It Ill Rita V Zasowski BEDROOM It HALL I I I c� �'-5° � � � ��� CLOSET CLOSET_ _ s sr- DW I UP I I g "' ° 3535 Westphalia Road 2s � proposed <o Mattituck `� long PRIMARY Town of Southold, NY S) C4 <9 BATHROOM + I'ROJiCT NAMIs N o 3'-0' 50-1" aTIT House Existing Conditions Project WALK IN _. ......._.......... CLOSL 1 CONTRACTOR `� 5'X4' , 2d6" 2-65 EN E::IKW 5'-9%" BEDROOM #3 BEDROOM #4I TOWNLtCt3N381i m Ln CH a'--o" _— CH s'-o" 13RAWINC3 NAhif? ShaAred ( � B TH ! a T� r ##, T 63 SP LI I I I I Ill SCAM E CE T—I I I V I i I i I f I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I k as noted NOTE i DRAWINONUM ER (2)9 'x3'544" (2)2' 'x3' 544" WlT#AB0$23AZ Dmvm I I 08-31-2023 1.._ _._ — — _ — ....._. ......,_ .._.. ....... _.._ — — — — — _ _ — _.__ _ — _. — _ — — _ _ — — J SfiELT SECOND ELOOK PLAN - exl5ting conditions J Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.375.7374 pauldrafter.com drawings reviewed by Condon Engineering, P.C. lt I1755 Sigsbee Road _ Mattituck, tY 11952 631.298,198fi i t rilTF t l } s SEAL RC>CJF ��core NDp RI- f a I 2 4 iTrrrT r .. kw 4'-5° lilt l �. � PROPERTY OWNER �h�lf wrap ed , Andrew J Zasowski ridge I 0-5 ro � , = r Rita Zasaws i IIIiiiiiii Ill ADDRESS � I n n n n � n ��, I I I I I I I I ! I I �, I ,i I r ' 3535 Westphalia Road IV, l .._I.II — 1 I Cii �'-8" �-y i I ! 11 L I I I I 4 I x 1 I I I 11 I I i 1 co�- I ( I III I 13 _ __. ;_ Mattituck i I _ Town of Southold, NY Y N I U U U .�� U I� I� = — - T J. " _......I 17" ' i �. . �' I ROJEC I NAt A-MC House Existing Conditions shelf 3J9 5E � �_. � 3 Project - - CONTRACTOR 1 I - I kw el-10' _1.. � d TOWN ticNSEN I 1 L..�_ I. T.i j f'00F ACCESS € �j K00F ACCESS E i^ , .r. I�RAWINCS nIAi�E DUCTS T ; _ i S fTW — ii-- f scAL as Hated KUU N° I DRA WINO NLUM11 t — _ `' WlT#AB0823AZ I� Drawn it M iti�l -�� a$-31-2a23 S A1�FIC FLCJOI� FLAN exl5ting condltlon5 scale: I '-0" = 0'--01V4" L% 0 Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.375,7374 I1 lI I T1y i1 1 II-'1 l!_IJ�I J 4 T I IJ I�I I i�Il pauldrafter.com 0 drawings reviewed by Condon Engineering, P.C. t , 1755 Sigsbee Road �3 ! ! Mattituck, NY 11952 b•i et { 't" "f- ''" `e�w:Cl`:'YLt.:.:<y:. .c:t. ..'� .r..v.,-y::z `.f:!-'ft.:i`?:. � •;:•s:%�.,`..` ;tY'=,-m •e-:i+�`.'�•:5._t•'J!v+t:r•r.>,-a <a^" .:^1 _ .., _ 'r'-' 1 t .J.E« <.-_E:.d... "i:..` '`-• -l.�a•-•., t Lm.. .tom• - - S'i< 631.29$.1986 _1 l 7-WY concrete 1 ; s ,. black walls high ! - y 1. ! fi; SEAL 1 � V, r _ ! 6 �` r ?= !d o u unfinished R BASEMENT `=>' ' J ' • 'Z`2 A/ t ...ht' { � t a+'w'`•i `re+4YE51r ':•-i'.w 1 - electric i. i IT i (( .1 ; panel -..L L .!_ € E �� l..r r_ _ 3 2x l O :_i' ..= PROPERTYOWNER ! r\.•"q{t,,'•..;'r«;':r r.'ri'i,;;:";<'t . _ ._.._ < . fi4....iai, . "'" ....- r..r I �w<.�iMN4 G'-9" high from :•. 1 Andrew J Zasawski i 4 :r•'. bottom to slabZasoWski { bx. (v "F ADDRESS Yi- t-T5YI 3 i l) ::a � ; T f U_ -W fiTf 3535 Westphalia Road .i., ' 3.•...a _L.,..lw.y....i...._,.y__j .f. _e �..1�t� .J....- Tf<, 1 Y. , . V 14��attl tUC It {{ L 1._J __ l 4c? 0 ;r. I .1 I is T �,. T ..i _.l I -,, Town of Southold, NY 1 1 _T_t 1 _....{..1 I 1 1. .11 I - I o, i;' l� ns+ PTZO7CC T NA2,fL{ j .sz a „t� ._ House Existing Conditions it C `�� o I Project l.'L J....�1 ? ! i � � i ,/\ tL s`�. I CONCRAC7OR i l sj water �. _�._t . _ i„ 'P, water electric ! I a.' f!)ter panel '* i TawNLrchvsEa �r'. i '%i.-q "'_ •1 _l. DRAWINC3 NAME f I +.:`s%i:if:.. <:, ,i;j• ,<. vt •a:?" $..(;�` '-:-":':i-: .3.432?.iy.: :ri>a 1:;,� , .� .1. I_L__J. .�,,..,�s. I ( � + I 5•,, ,.l`}yis, ~,r:. - .�'-t% - -i•3«. - - •<'•- .l 4 - j J _ ! SCALE _.l as noted 77 _L ( NOTE ARAWINC7 NLMPR ! WIT#AB0823AZ Dm �. 08-31.2023 JL SHEM BAHM ENT (M FCH AN I C AREA) FLOC PLAN - exl5ting cond pions scale: 1 '-0" = 0'-%11 ELECTRICAL SYMBOL LEGEND SNntch �3 Four-Way Switch u Dimmer Control ( Duplex Outlet " Split Wire Duplex Outlet Paul H Bosco ( } Ground Fault Interrupter Duplex Outlet Architectural Drafter Wall Mounted Fixture (sconce) P.4.Box 2473 ❑ L7 Pendant Hung or Surface Mounted Y AgUebogUe, NY 11931 )_ Decorative Fixture ���6u3l .375.7374 Recessed Ceiling Fixture: Lrghtolier, 5" paldrafter.eom Incandescent, Step Baffle, #1005WH © Reflector Recessed Ceiling Fixture for Wet Location: Licghtolier, 3 3/Q" Incandescent,#2090 Lensed drawings reviewed by BLU�AT O N� WOOD DECK �r Porcelain Surface Mounted Ceiling Fixture Candon En "sneerin , P.C. �Pc with Pull Chain 1755 Sigsbee Road ❑ 4 Thermostat Mattituek, NY 11952 Q1 Smoke Detector 631,298.1986 cnr Carbon Monoxide Detector ❑ ❑ -(V Porcelain Surface Mounted Ceiling Fixture s>rAAr. r- ... � _ _ � ._ _ _ _ _V _ _ _ _ � . — _ — _ —_ __ _ — _. - - - ` _ � E1 Exhaust Fan © f23CedingFan � �. Op� Four-Way Switch " Cable Television Jack � — I I11 LT Ceiling Fan with Light Fixture 05 I I Exhaust Fan w/light $$SQ� LIVING ROOM � Addustable Spot light Trim I 6 KITCHEN ---71%111N\ -- I Vacuum Outlet PR0PEiR Garage Door Opener Andrew wski II I MUC7ROOM Rita V ZasoWSki Garage Door Key Pad ADDRESS I 3 I I 3535 Westphalia Road -C -- _ _ Mattituck L - -�- �- �-- - - �-- -- �- � — 3 � - -- - - _ I Town of Southold, NY • I I r� � -� House Existing Conditions } { I I ( Project H YY.-.a — — — — _.... .�... ....... — ._ — ....... ,..- .. _ C�' NTRACTOR 41 o III I I - - --- ...._ - -....., —.._--..._ _... — e I _..Y_ — — _.. ._._... ..— — I ( I 70WN I tCE�NSE HALL BATH I I I I ( I DRAWM NAN I r I I I _ — _ .— — I GARAGE I SCALE ( r _ } I I as noted I II I l NOTE I--� iTO III i i I I I L-- . I ( I DRAWIISC WAIMM BEDROOM # 5 PORCH ( ( I WIT#AB0823AZ I I — _ ...�. —. ._.�. _ _ .,.�. _ _ —_ _ _ -- - • Drawn i r — _ � Dwn t r 08-31-2023 t I-- ------ - -- - - -- ------ -- ---- - - -- L-_...---...--- -_-- - - --- -- _ - - - -- --- --- -_ - _ _ - - J L - ----- --- - ---- - - - - - - --- - --- ---- ---- - -I ELECTRIC E1R5T FLOOR PLAN - existing conditions Scale: 1 '-0" _ 0'_Q/4�� ELECTRICAL SYMBOL LEGEND Switch Four-Way Switch n Dimmer Control Duplex Outlet ' {� Split Wire Duplex Outlet > - - Paul W Basco �? Ground Fault Interrupter Duplex Outlet Architectural Drafter }- Wall Mounted Fixture (sconce) P.O.Box 2473 Pendant Hung or Surface Mounted Aquebogue, NY 11931 Y Decorative Fixture fi31.375.737d Recessed Ceiling Fixture: Lightolier, 5" pauldrafter.com Incandescent, Step Baffle,#1005WH Reflector Recessed Ceiling Fixture for Wet Location:Lightolier, 3V,�" Incandescent, #2090 15LUFSTONE PATIO WOOD DECK Lensed (ii ewed by below below r'_t�' Porcelain Surface Mounted Ceiling Fixture ring, P.C,i. with Pull Chaine Road Thermostat 11952 Smoke Detector 986 WOOD STEPS cM Carbon Monoxide Detector -- --- --- - - -- _ _ ---- ------ -- --- ----- - I Yp Porcelain Surface Mounted Ceiling fixture SEAL - — _ - -- - -._ — _ _.... _._.. _ - -- _ - -- _.._ - -- - - -- - - - - - .` _. — � � I � d Exhaust Fan � -° �'r Ceiling Fan �"� � J. C0* ` f Four-Way Switch > s TCable Television,lack f 1 _l _i _�. ca Ceiling Fan with Light Fixture �''D 5168 � #I Exhaust Fan w/light BEDROOM #2 I i BATHROOM -_ -- - - - Adjustable Spot Light Trim Vacuum Outlet rCAndrew xof�r�zrt aiv;srx WALK IN ° CLOSET 1 PRIMARY - l Garage Door Opener J Zasowski I BEDROOM V Zasowski KF Garage Door Key Pad _ _.... ..... _ _ _. _ _ _ .._ ...._.._. ...._ ..._ ._... ._.. _...... __ _ .� .._ �i.._ r ' 3535 Westphalia Road J� — . I Mattituck TW II I i Town of Southold, NY HALL proposed PRIMARY I PRaicr NAM2i I I I - -- --- -� -�- -- --- --- - ( BATHROOM House Existing Conditions - II I L -- _ _.- � Project 3 ONTRACra17 Y I _L � I I - �__ _WALK I N _.... ..._....._ ..._ ............_... _. __�...... ..�....._. - - � bRAWINC3 NAME CLOSET shared BATH ( - SCArE as noted • Win TITL — ° a _I J I i .. I � i BEDROOM #3 BEDROOM #4 Dwa W Tl #AB0823AZ L _ Drawn ' , 08-31-2023 I J i I I I I I ! fill , A L-- - --- -- -- --- --- -- -- - - - - - - -- -- -- ---- I I i ELECTRIC SECOND FLOOD, PLAN - exl5tin6j conditions scale: P-Ou = 0,-Oy4u '____ .......... __' ___---__'__' AL 5YMBOL LEGEND Four-Way 5witch Dimmer Control :/7 i Durlex Outlet-, Split Wire-, Durlex Outlet Paul H Bosco Ground fault Interrupter Duplex Outlet Architectural Drafter 4- Decorative fixture 1.375.737 Keflector Keocs5ea Ceiltnq Fixture for Wet Location- Porcelain 5urface Mounteei Ceilintj fixturte Condon Engineering, P.C. PC with Pull Chain 1755 Sigsbee Road Thermostat Mattituck, NY 11952 FEE Carbon Monoxicle Detector Way 5witch J$744�L _4iRE5� Exhaust FAn wAicjht t/ oiiD IIIIIii1flill T'i, Vacuum Outlet LrLTIT L Garaqje Door Key Pad Town of Southold, NY House Existing Conditions CONTRACTOR U U U L _J U U #-T TWI I Drawn III 1-1-171i'll I, I ' III I L:! , I [I III i if( . 11, 1 1,1 1 .1 1 Ill. If I I It 1 11 YIII1T__FTJ_1 I I I I I I I 1 0 ELECTRIC ATTIC f LOOP, PLAN exi5tincj condbonsI � ........-............... _- ...- __ ''________-___- __� -___- __-__ __�___ '__' __-_- __-____ ' .....__'........' EL�E�K�IC A L�5�M 1�3O L�L E G E�ND Switch Four-Way Switch Dimmer Control Duplex Outlet Split Wire Duplex Outlet Paul H Bosco Grouncl Fault interrupter Duplex Outlet Architectural Drafter 4- Decorative fixture 6 1.376.737 Reflector Recesseci Ceiiine3 Fixture for Wet Location: 4- bel-itolier, Incandescent,#2090 Lensecl drawings reviewed by I!, Porcelain Surface Mountei Ceiling fixture Condon Engineering, P.C. \�-�P,=Ul' with Pull Chain oi@ 0 Smoke Detector 631.298.198 MCM Carbon Monoxieie Detector Porcelain Surface Mountea Ceiling Fixture Ceiling Fan with Light fixture Exhaust Fan wAilht L PROPERTY OWNER MV Vacuum Outlet electric L-L-J Garage Door Opener Garage Door Key PaeJ J 3535 Westphalia Road Mattituck F— Town of Southold, NY PROJECT NAME 'I House Existing Conditions Project TOWN LICFNST12 it DRAWMG NAM as electric NOTE pane ..I A- DRAWINGNUM13M 08-31-2023 ELECTRIC MECHANIC f LOOP, PLAN exi5tinej, concfition5 , � ...... ....... . ........................... ........ ......................... ......... .. ........... . J"p"% IrWAT J"" Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.375.7374 pauldrafter.com drawings reviewedby Condon Engineering, P.C. Qpatj 1755 Sigsbee Road Mattituck, NY 11952 631.298.1986 Sm T I I I C 04, L= 15,37 I1. — .. F9........ 5x37 -A— i ....... L-L PROPPRTY !J— Andrew J Z owski J, L 1 k Rita V Zasowski ADDRESS PROPMV11 • Andrew J ; lsow�ki IRita V Za ,owski 4-:0 46 1 7- L'.�J--- I , I —1-1-J J— - -L i i- 3rx.18 I LLJ1 3536 Westphalia Road GX J Mattituck U, Town of Southold, NY EE J .1 1LI J ...... J PROMCTINAM 7­; -7 _ s i .� 3 ' I � � t i g { ' i t { 3 w,ra.,..,.... .,.«•. -_ .,.. »-a,.,.>s,N,aes�+s»: r+c :re-ai%w *a --;;r. aw3z,.:�roxmr:�Pxra^.,. ,--;.;sr�^'a-: em>^�^''�`-•: ye�x i ',, € t i i I t :.. -..�nqr�.�»` ED„E�s'°�'4da��� House Existing Conditions Project CONTRACTOR — - - - - — — — — — — — — — — — - - - - — — - - — — — — — — TOWN 1AMNSE 0 DPAWINO NAME — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SCALt as noted NOTE DRAWNG MAMER WIT#AB0823AZ Drawn 08-31-2023 U0 f PONT ELEVATION exi5tincj conditions 5CAC: 1 '-0" 0'-OY411 Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.376.7374 pauldrafter.com IUI1 T11T 1 I T111I1 1k—I1i—l11l 11—LU111r1 11T111T1 _1L FI Lf 11 iU IUI IH DDR SS drawings reviewed by Condon Engineering, P.C. 1755 Sigsbee Road Nlattituck, NY 11952 631.298.1986 ! -( I .. { 1 Q SEAL ...h^^^.... __�r__�..._..,....i"_.__..,—__ ......tom: }..�........ .. ........i, _ i............J_... __ (^' , t ,�� ado - E i f , , 3 _ lC t 2 f ..l!.. t ss f , , PROPERTY Ot51NF, ....E Andrew J Zasowski 3 ' € f ! �E� � � .! �i i __ i ' 3 f } t i , j � I t i € � � ! i # ' € � , t , ) , 3 i ;s —S� E �€� t 1 S 3 I [ I j ' , E F._ eta w € Zaso ski }} 1 .I E i € I € I I 7 t ' i , E .3 3 ( Y , � • ; ; ! _F' �.«. F` -.,...5�� ......�-. _ _ ._3.-..' _ ..i. .... .. � .......5..�......:....> �...t....._ , .v..«.-3 «.3. t 1 � A .,.�-i-+ { t : 3635 Westphalia Road , I d , r , a . ,.__ i.. .. _ - ._"..`"....._...._ e. _> ......... ............ .__€-""--L._. ...4.(....._ a L.._....."""._ .-t.._ .§_ E.....: I 4 E 4 E i t j- i 3 1 f 3 i t � 3 DD € _ IUlattituCk «, .. ....._,i-. /...,—€ ._.. ..._. _... ,,..i ...3—a ... .. , i E l 3 1 Q t --d. i t ' f , Town of So € ! .�_j uthold, NY {€ j s I .K. t y E i i z 3 t t I __. tk t i_€ _.. -i ,! !'._ ,€� �. PKO7ECC NAME' I i t r , ? { E 1. __ _ f_ tin Conditions -,' _ House Exrs g E.. i' E f € #. .. �. .��. ,� r c .. .sv , P oje t ...�,.. .>._,_ — — — — --'-v- — .�. ..�.._ _ — — r.._. ._.._ _ � I ( cotarRACTaR TOWN LICENSE N [ ................ DRAWING NANM — ....... ...._ _ — - - — — — — — — — - - — — — — — — — - - .F.— ::._. ,.,....,. - - ,..... — — SCALE as noted NOTE DRAWING NOIviIIM WIT#AB0823AZ Li Drmm 08-31-2023 If i , , BACK ELEVATION - existing conditions scale: 1 '-0" = 0'-0y " Paul H Bosco Architectural Crafter P.O.Box 2473 Aquebogue, NY 11931 631.375.7374 pauldrafter.com drawings reviewed by Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 631.298.1986 SEAL Z� Of NEW /0 UV L35X37 � cL , 1 ( , f i ' QS C 1 Zt y , i _...__ ! i i jffF ' F t f t j ! , PROPERTYOWNER JI— _` Andrew J Zasowski Rita V Zasowski F ! i f _.. .. _ __................ ADD RES.S I.k �sxa� 3535 Westphalia Road F lVlattituck , — Town of Southold, NY : _... ROTPCT NAME °= Huse Existing Conditions Project I i .._.. ___. ___ — ..�. ..... ....._ — ._.�. ._._. �... ...... _.._.. »� CONTRACTOR � I I I TOWN LICPNSf?# I DRAWM NAW SCALE as noted NOTE PRAWINO NLMBE& WIT#ABO823AZ Drom U8-31-2023 SIiE1?T GARAGE SIDE ELEVATION - existing conditions scale: 1 '-0" = 0'-0%41" i Paul H Bosco Architectural Drafter P.O.Box 2473 Aquebogue, NY 11931 631.375.7374 pauldrafter.com drawings reviewed b Condon Engineering, P.C. j 1755 Sigsbee Road Ti Mattituck, NY 11952 L'111 �U L[Li _ 631.298.1986 3 j 5'�G , : -. Ii ! � j t J—LU.... t i € ( € ! j € ( s' i 7 $ � F�X >_k ! € t i ; "_.€,-s.��-•'—^^' t I €t F� �� i .. y1 it m g f ! PROPERTYOUWM # . ( i i I i E { : €(4t gg ,tt pp �.._i Andrew J Zasowsk' Rita V Zasowski i- f L i..,..L ......1....m.... ,.._I�--�.._...j -....5....�,,....�-.._i_..{ �—`-�---�...,..� ........"af t�.F•^.—.-.., �1.�rJR�`�`J Eli i L i i I !! 3535 Westphalia Road Mattituck Town f Southold, House se E xisting C onditions Project CO MRACTOR TOWN LICENSE M f I DRAWIN0 NAME $CALK as noted NOTE DRAWfNG NUMBER WIT#AB0823AZ Drawn 08-31-2023 sue` LEFT SIDE ELEVATION - exl5ting conditlon5 scale: I '-0" = 0'-0%4' I Dwyer, Tracey ,rom: Andrew Zasowski <andrew j.zasowski@gmail.com> `ent: Thursday, March 14, 2024 10:21 AM To: Dwyer, Tracey Subject: Fwd: FW:application for Belle and Bean Ventures LLC ---------- Forwarded message--------- From:Andrew Zasowski<andrew.i.zasowski@gmail.com> Date:Thu, Feb 29, 2024 at 5:53 PM Subject: Re: FW: application for Belle and Bean Ventures LLC To:<john.iarski@town.southold.nv.us> Cc: Bunch,Connie<Connie.Bunch@town.southold.nv.us>, Rita Zasowski<rita.zasowski@gmail.com> Hi John, Please see below for my elevation calculations for each side of the lower level. I've calculated a current shortfall of-119 sq.ft.To remedy the shortfall,we can raise the avg elevation on the interior side of the house to-24ft which is roughly 16 inches higher on avg than the current level.Additionally, we can raise the elevation on the side of the house by"3 ft starting at the back corner of the house and carry that line forward to the front of the house.The combination of these two changes brings the entire lower level in line with the front of the house elevation without making any changes to the patio area. -'lease let me know if you have any questions below. I'll also try to give you a call tomorrow to discuss further. Best, Andrew is Lower Level%Below Grade Lower Level%Below Grade Calculations: Actual Target Shortfall Diff in Sq.ft Calculations: Actual Target Shortfall Diff in Sq.ft Front Elevation Front Elevation 1(average) 22.75 22.8 0.0 0.0 1(average) 22.75 22.75 0 0 Front Below Grade Side of House % 50% 50% 0% 2 Elevation average 23.6 22.75 0.8 27.4 Side of House Back of House 2 Elevation average 21.4 22.8 -1.4 -48.0 3 Elevation 20.4 22.75 -2.35 -66.27 Side of House Interior Side of Below Grade% 23% 50% -27% 4 First Floor 23.9 22.75 1.1 37.7 Back of House 3 Elevation 20.4 22.8 -2.4 -66.3 Total Shortfall -1.1 Back of House Below Grade% 5% 50% -45% Interior Side of 4 First Floor 22.6 22.8 -0.1 -5.1 47% 50% -3% Total Shortfall -119.4 1 YT 3;2237b3 �i�T3s�.' � „{�i'zr ,w ,�' 'si`..,, .,, " .��, tw 4 ?fs.�&�°+ce .t.w' 5�`.��,r.�'.�`` ia�7"F',�""^rm .,ytasw-.a✓. "^'�`l ^�`' kw 4'-5" Egt shelf wrapped ridge 10'-9" collar ties I n n n n n I I I I I I 0h 9'-8 m II II II II II co�I I III I N I II II II II II � II N u u u I— —1 u u o I Y�z 17 ATTIC r; '. shelf 399 5F 14 �ce } +7 �j ( kw 6' 10" *G '��s.e.: fill ROOF ACCE55 ROOF ACCESS DUCTS ROO F 6 12 2� 2 l FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION 1S PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH lilt 8.3.8, UNLESS REQUIRED BYLOCAL AUTHORITYHAVING - JURISDICTION(AHJ). 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"A WA Y FROM CEILING. --- - _. . . 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF �71PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER FI I INSTALLERS. { { ; j i` I THAN SENTRY IN TA 3 7 5 UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD I IL.__;!_, +_!;- t. .!.a_ ! -0.i_i:. WEIGHT STEEL,COPPER OR CPVC. ' ._.+ !L _I I I_L._d 1-}-I ' ;I I a-LL 6. CONTRACTOR SHALL PROVIDEAND INSTALL ADDITIONAL PIPING, ����. ._IJJ�I�_i I I { ( I I I���Li -_ Ii I- INCLUDING DROPS AS REQUIRED TO MAINTAIN REQUIRED I , I' °, Ir i I �1-u � + CLEARANCES AT NO ADDITIONAL COST. L. '11 i 1 1 i + I I I( I i �; i I _ vF�v � s�se I -- -- ---__� — ._ — _-------- I - �n+n � I - �: — I tl_ �_� -'-- y—� . I e_� J_L 9]MB CAM 931A .,.J _ uji ___ __ - ____. _ - -u 1 µ I = �-�'-� - ..,- _;t__i _ . t ___ 7. CONTRACTOR SHALL PROVIDEAND INSTALL ALL MOUNTING i I LI l I I_ I I—� I_I E I I (I I I I I�- I I I �- I ; I; ; ( I i HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO h: i LI 11 ll1 I�l I I I { I I LI I I I I I I L�11 L11 ;_ i_i�_I. �._.T,,.�-_ I � � r �. y �� � , 1�I ---- S,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO i "---�— ___.._- II - ------ I I ',' ' ! '+" ' 11.a; HANGER �•• - SECURELYINSTALL EQUIPMENT FURNISHED UNDER THIS �• ��� i I I CONTRACT. NEW OUND WATER SERVICE SHALL COMPLY MTH •� +5> I —————————————————— —————— —————J 1 8 LOCAL WA ERRAUTHORITY REQUIREMENTS FOR INSTALLATION I I MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. I `�•• I j 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARYAPPROVALS AND PERMITS FROM LOCAL WATER %I -------------------------------------------------------- --------------------------_____� AUTHOR/TYAND FIRE MARSHALL. 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE 1 FRONT ELEVATION GARAGE SIDE ELEVATION REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. j SCALE: N.T.S. SCALE: N.T.S. 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE i ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. 1Z FIBERGLASS INSULATION SHALL BE INSTALLED ABOVEALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. 13. 1N ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. % OF 400 FAHRENHEIT TO BE MAINTAINED. 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE I SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. Oil % !J51 ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. , Ut �N co , ` 11 1 111 Jill 1 11111 1 - ❑I Jill n ► I LIU Jill 111111111111 lilt Jill lilt • _ 1U 1I LI_I� I I �I_Li I u1111_ � I -- � I I a N ; ; „ ��I I ; iL �► I ►I I ,emu I - I � I I� � I I i ► I ►i__1.1_u _.' I + � I�____�i « I��= I a.���� i�� � 1► � ��I � i I f ! i ? I 1�i L11llL.l1� I I i I ! 1�.� _1 I I !� !11_! 1�11 ► 1 ' 1 1�!I11.�1- l i i U I I I III I III �. �._ I I I I i ', i 1 { 1 1 ' i ? 11_l�_�i�-L �1 LL J ! / 11I a ; I1 I , I I 1 I. I III I II i �U I�l,� L► _�_if -Li JJ1 lull % ! I I I I I I ! !►�-� I I 1� I _ I I 1 fill i 95 M + , � - ' I i it f • I I i I I I ,------------------------------� I I I I I I C� _ �_ — —� -------------------------- -------- ------- ---------_______----------- ;/ REAR ELEVATION SIDE ELEVATION APPROVED AS DOTED GREENHOU95E SCALE: N.T.S. SCALE: N.T.S. DATE:_ / 1 FEE D d. DO BY: % / ALL CONSTRUCTION SHALL NOTIFY FIRE MARSHAL AT 6s1-765-1802 MEET TH-REOUIRIVSINTS OF TK FOR THE FOLLOWING INSPECTIONS: MIMS W VIEW YORK STATE. 1. ROUGH INSPECTION 2. COMPLIANCE TESTING 3. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NY$ ���\ J. co CODES AND APPLICABLE NFPA fin. J �- / r I R',.E WSPEGTION STANDARDS k REQUIRE '11 1 i' TRi�!'.' •aJ - 84 SS10N`'�'� F.M. STAMPING AREA ZASKOWSKI RESIDENCE / W SENTRY > 3535 Westphalia Rd. c� AUTOMATIC FIRE �~-J-.._ ,__,�__�__ `—••---' Matituck NY, 11952 0 ' � PROTECTION INC. -�_ �.._ ;- y .9 J � CQ 735 FLANDERS RD �4c. FIRE SPRINKLER PLAN F/RE PPa� FLANDERS, NY 11901 3535 westphalla road �- PH#(631)723-3095 NO. REVISIONS DATE BY S24.__ SCALE 3535 West halia Rd.dw N.T.S. DRAWN CHEKED PROJECT # SITE PLAN BY MRL BY RM S24.____ SCALE: N.T.S. DATE OCTOBER 2024 DWG' # SP-1 FIRE SPRINKLER HEAD LEGEND FIRE SPRINKLER GENERAL NOTES: SYM ICNT 1POSITION IFINISH I TEMP JNPT ISiN JMFG. MODEL '2 IPEND WHITE 165 4.90 I/2" RA0616 RASCO RFC49 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY =PIPE DROP Upper Level=BRANCH PIPING WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW O=PIPE RISER YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL =MAIN PIPING ORDINANCES. RPZ =REDUCED PRESSURE ZONE 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BYNFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). NOTE: 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR THIS SYSTEM LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL WILL BEAN BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" ANTIFREEZE SYSTEM AND AT MOST 0'6"AWAY FROM CEILING. TO SYSTEM 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER THAN SENTRY INSTALLERS. CHECK VALVE w/ 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD — — _ — —_ —— — — GAUGE&DRAIN WEIGHT STEEL, COPPER OR CPVC. --- - - 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, - - -- - --- -- EXPANSION RISER MANIFOLD W/ INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED LiCHAMBER NAND TEST (2)FLOW SWITCH CLEARANCES AT NO ADDITIONAL COS (3)PRESSURE GAUGE T.7. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING ANTIFREEZE HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO it DRAIN AT RISER HANGERS,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO BLUESTONE I I MANIFOLD SECURELYINSTALL EQUIPMENT FURNISHED UNDER THIS PATIO I WOOD DECK I o TEST cocKs CONTRACT. 150 SF 435 SF I o ® 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH o LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. REDUCED PRESSURE RSV 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL WOOD `S*TEPS ASSEMBLY W/BALL VALVES Residd ential tt (LEAD FREE) Shut-Off LRMITS FROM LOCAL WATER SUPPORT AUTHORITY AND FIRE MARSHAL - - - - - - - - - - - - - - - - - - - - - - _� — TO DOMESTIC f - - -1 WATER 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE — — — — I I DRAIN W/SCREEN REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. 13 SF /r 8 DRAFT STOP 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM "T SYSTEM,CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ----1 L ------ BASEMENT ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. O DW o smk I N --WATER SERVICE BY 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING I r— � I I I I I OTHERS,TO COMPLY WITH INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. THE LOCAL WATER DISTRICT REQUIREME s 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. I I TYPICAL RISER SECTION OF 400 FAHRENHEIT TO BE MAINTAINED. I SCALE: NTS 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE LIVING ROO KITCHEN MUDR( OM SOLUTIONS IN ACCORDANCE WITH NFPA13D SECTION 9.2. CH 7-10" - - J CH 8'-9 1 105 5F ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW I 427 SF C e 111 n g 16 0"--� 309 SF SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. 0 to O O W W 0 N - - - - - - - - - - - - - - - - - -- ANTI-FREEZE E E T �� I- - --I - -1 VI Icg I r" I� — _ _ efrigerato I SYSTEM — — — e up of one or more The spftldor systems containing stem In this lan a Is n�freeze solution for protection against freezing. aDW "RISER FROf��SMNT Type dwta-Freeze: LFP-NCO unfinish I ( U t I O_ 0 2nd FLOG( `- BA8 aMENT LI I I I ra I • I I Manufacturer. TYCO ,0 JAI. ;n I I I Tredenamsorsrend: LFP � III ``�1 6� ip ��"Concentration: 100%-PREMI gallonl% CH 6-10" tern Volume: ———--———————————— — — I ° !f It i n I I I Protected to -10/-23.3 degrees(Ffc) t nl 0 + 2 G" HALL BATH >_— II I � I I DINING ROOM I WHOLE SYSTEM 23 5F 37 SF I ( I o 0 I I 363 SF I 2`0 I ANTI-FREEZE SYSTEM PLACARD II I � o N II I I GARAGE Ir mI > v m Z11; CH9'-0" APRON BEDROOM # O ° IICH7'-1(7 i1i I I 1 1 ox41-532" LAUNDRY 104 SFEl I I PORCH 26.8 I CH 7'-9" I 139 SF I 2 21 Ix31542" (2)2"x31542" Y2° L-- - - - - - - 30x32-54 OX 2-54 _" li — - - - - - - - -- - - - - - - - - - - - - - - I I L - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - J 1st FLOOR FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0'1 S F.M. STAMPING AREA W ZASKOWSKI RESIDENCE E �Tnr SENTRY 0 3535 Westphalia Rd. AUTOMATIC FIRE Matituck NY, 11952 u PROTECTION INC. 3. w %� n�c 735 FLANDERS RD _J �C FIRE SPRINKLER PLAN EpRO FLANDERS, NY 11901 F=- PH#(631)723-3095 NO. REVISIONS DATE BY FILE S24----- SCALE 3535 West halia Rd.dwg N.T.S. DRAWN ICHEKED PROJECT # BY MRL BY RM S24.____ DATE OCTOBER 2024 DWG' # SP-2 FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES, 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BYLOCAL AUTHORITYHAVING JURISDICTION(AHJ). 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"AW4Y FROM CEILING. 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER THAN SENTRY INSTALLERS. 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. 7. CONTRACTOR SHALL PROVIDEAND INSTALL ALL MOUNTING 13LUE5TONE PATIO WOOD DECK HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS,SUPPORTS,ANCHORS,BRACES,ETC,AS REQUIRED TO below below SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. 8. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. WOOD STEPS 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL rl O NECESSARYAPPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE MARSHALL. T _ I I I I I I I I I I I I I 1 11 1 1 1 1 1 1 1 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. (2)2 'x3'544" 2p68 2°x3 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE,►NSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. O 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF 400 FAHRENHEIT TO BE MAINTAINED. 2 x3 h1 PICTURE WIND W 7-1" 2' x3-544" { 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITHANTIFREEZE � BEDROOM #2 t BATHROOM 5440 ' SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. CH 8'-00L - I m t ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW t I 102 SF f d SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. N 264 SF Ceili 24 - CLOSET � I o I Aj • ' t LINEN I-- - IDWW26G6 a o c\j N N PRIMARY o� (W N HALL ( - z - 23'-6'] BEDROOM 137 SF 4 CL05ET CLOSET - 59 sF DWII I UP 1I-RISER FROM BSMNT CH 8'-5" m � TO ATTIC 416 5F (2)26G8 -� x 668 propo5eid `� v king PRIMARY o BATHROOM - " CE cv 3 0" 5 1 WALK IN CLOSET no 2468 2468 KW 5'-%- BEDROOM #3 _ BEDROOM #4 CH 8'-0" (— CH 81-C N1217 SF BATH I t 63 SF L— o (2)9 3'544" (2)9'x3'544" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2nd FLOOR FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" S W Soh �a J. C` t E r�F.fSS F.M. STAMPING AREA �- W ZASKOWSKI RESIDENCE SENTRY 0 3535 Westphalia Rd. AUTOMATIC FIRE Matituck NY, 11952 PROTECTION INC. w 735 FLANDERS RD J �� "`.��'o FLANDERS, NY 11901 FIRE SPRINKLER PLAN RE PR �-= PH#(631)723-3095 NO. REVISIONS DATE BY FILE S24,____ AL 3535 West halia Rd.dwg N.T.S. DRAWN CHEKED PROJECT # BY MRL I BY RM S24.____ DATE OCTOBER 2024 DWG' # SP-3 FIRE SPRINKLER GENERAL NOTES: 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW PORK STATE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. Z SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). ROOF 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR ltillillififillillilliiiiiiiiiiI LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4" AND AT MOST 0'6"AWAY FROM CEILING. 4. SPRINKLER HEAD WARRANTY WILL BECOME VOID IF PROTECTIVE COVERS ARE REMOVED BYANY TRADESMEN OTHER THAN SENTRY/NSTALLERS. 5. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD IiI I IM kw 4'-5" if WEIGHT STEEL,COPPER OR CPVC. Ceiling 32 —0 6. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, stIII I I I 1 11 1 1 1 1 1 1 1 1 INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. 5helf 8-0 8-0 4-2 100 FTLAJUrapp ,- , C+31'-6 `_o 7. CONTRACTOR SHALL PROVIDEAND INSTALL ALL MOUNTING 4.9 colla t�e5 ridge 109 9 1'DOWN 3 HARDWARE AND ACCESSORIES INCLUDING BUT NOT LIMITED TO I I I I II II IT-0I I-T=I I II III IjII I II II iI III f IF--TI TTI-I TT_T I-FIT-L 1I IT-TIF 1 I"1i 1_t1 ILI I1 II 1II I1I I I1I I I1I I I 1I I 11I I 11I I 11I I 1 1I I 11I I 1 1I I 11I I 11I I 11I I 1 1I [I1I I 1t I I 1I I I 1I I I 1II I 1t II I 11 II I I I1II I It1 II 1 I1II t1-II 1 I1iA II I1t tI I-f11-IL1—I11 LI AI I ­I1 Il II IT HANGERS,SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO TO BSMNT SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS 1-1 1 n CONTRACT. CH 9I-V (� 11 { I I $. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH mx I I I I I I I I I 111z - I ( 1 4 LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION, N U U U L_ u u 3n I I MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. 1+31-6 9. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL sz ATTIC C NECESSARY APPROVALS AND PERMITS FROM LOCAL WATER 5 elf •�32'0 399 5F AUTHORITY AND FIREMARSHALL. 8-0 8-0 4-2 o t 10. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE 4 R REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. $ 7 11. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM '- kw G'-10" SYSTEM.CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. ROOF ACCESS ROOF ACCESS 12. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION, 13. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF 400 FAHRENHEIT TO BE MAINTAINED. 14. FIRE SPRINKLER SYSTEM SHALL BE CHARGED WITH ANTIFREEZE SOLUTIONS IN ACCORDANCE WITH NFPA 13D SECTION 9.2. ROOF ANTIFREEZE SYSTEM SHALL BE LISTED FOR USE IN NEW SPRINKLER SYSTEM AND SHALL BE GLYCOL-BASED. ATTIC FIRE SPRINKLER PLAN SCALE: 1/4" = V-0" ,.:;. ;:!"+' {aa. ^"y.:.:r ti .xi-s:i•_ c' -{Y` •:+� : :"ice': :i- .::•.�a..-.=:bT:z •' ::+�_C,`-F1.' sar.s�%S- �i::-r�f:.':i.+ti:t� - i_��r-...+.".'.' �:1.::; :i `Yi'�Y.. .q''.rTS�* ',5�:'.x. Z "-''.,{•. .: ..r„ r.,r f,:., Y��j�rt' `t :l'+... - >s:> � i. _ ":f _ q�.w. •;_f:. .t. �t <� •.���::,T, Tic 'r 7'-GVal concrete ` block walls high unflnnhed L BASEMENT >>.' p s 758 SF }` 1"RISER O TO 1 st FLOOR -' •�=„- ;� N Ceiling 8 el ric Fa 4-712 (3) 2x I O :�,.: {._.�=::ems--: dropped beam = — — :'>< ',rs-4_V G'-9" high from ;. j. bottom to slab •;r- .. 7 � •aE }i= ty' ` HVAC u_ e, j1t v — O 1"MANIFOLD ?. X RISER w!ANTIFREEZES' hot N TEST VALVE <K l ?o water N water electric 1 1 +7'-6°] filter panel 2-21"RPZ2-2 nr y. �: .•*y _ ^ �':::, ai?)�" t ;t:�-: 2r'C,• ;:sa •fir,-:Zi•;«#i.«F'.t'.' r ��%S }?-•:S9w:,^5.• � .� )X;� i� gi?e'aY). d.. �.+':.a... 1•: .�i`- .'.3i:.'•e:�.s.s li•.:..,�'"i _ F.M. STAMPING AREA W ZASKOWSKI RESIDENCE SE l M17 SENTRY 0 3535 Westphalia Rd. AUTOMATIC FIRE Matituck NY, 11952 PROTECTION INC. o �'Z w 'p 735 FLANDERS RD FIRE SPRINKLER PLAN ��",IRE pike FLANDERS, NY 11901 PH#(631)723-3095 N0. REVISIONS DATE BY FIL. S24. AL W' 3535 West halia Rd.dw N.T.S. DRAWN CHEKED PROJECT # BASEMENT FIRE SPRINKLER PLAN BY MRL 1BY RM S24.____ SCALE: 1/4" = 1'-0" DATE OCTOBER 2024 DWG' # SP-4