Loading...
HomeMy WebLinkAbout50800-Z of soUTyOIO Town of Southold * * P.O. Bog 1179 t0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46747 Date: 12/23/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5415 Old North Rd Southold, NY 11971 Sec/Block/Lot: 51.-3-5.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/23/2023 Pursuant to which Building Permit No. 50800 � and dated: 06/07/2024 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: Additions and alterations including conversion of barns to a winery tasting room. The certificate is issued to: Old North Rd Barn LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: C10-13-0005 12/24/24 ELECTRICAL CERTIFICATE: 50800 12/06/2024 PLUMBERS CERTIFICATION: Kevin Rem a Plumbing Corp 12/ 2/2024 Aut o ' ed ignature ggFp c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50800 Date: 6/7/2024 Permission is hereby granted to: Old North Rd Barn LLC 5195 Old North Rd Southold, NY 11971 To: Construct additions and alterations to existing barns and convert to winery tasting room, with Planning Board approval. fire sprinklers as applied for 10/31/23 FM Visser replaces bp#47911 At premises located at: 5415 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-5.1 Pursuant to application dated 10/23/2023 and approved by the Building Inspector. To expire on 12/7/2025. Fees: PERMIT RENEWAL $1,470.35 Total: $1,470.35 uilding Inspector �o�g�FFQ( TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47911 Date: 6/3/2022 Permission is hereby granted to: Old North Rd Barn LLC 5195 Old North Rd Southold, NY 11971 To: Construct additions and alterations to existing barns and convert to winery tasting room, with Planning Board approval. At premises located at: 5415 Old North Rd., Southold SCTM #473889 Sec/Block/Lot# 51.-3-5.1 Pursuant to application dated 1/13/2022 and approved by the Building Inspector. To expire on 12/3/2023. Fees: COMMERCIAL ADDITION/ALTERATION $2,151.60 CO-COMMERCIAL $50.00 Total: $2,201.60 Building Inspector SO�ryOl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Sean.devlinCa�town.southold.ny.us oum, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Old North Rd Barn LLC Address: 5415 Old North Rd City:S outhold St: NY zip: 11971 Building Permit#: 50800 Section: 51 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 12 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 5 Transfer Switch Track Lights 113' Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 1 g Pucks 3 Exit Fixtures 7 Sump Pump Other Equipment: (6) Mini Fridges, 3Phase DW, IceMaker Compressor, Mini Split Notes: Commercial Tasting Room Inspector Signature: Date: December 6, 2024 Copy Town Hall Annex ��® Gym, Telephone(631)765-1802 54375 Main Road o < P.0.Box 1179 C Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. q9 � Owner: �— PAt�('3� (Please print) Plumber: 44U (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 oZ day of)�Pce"'e/, 20 a4 01 Notary Public, �I�-- County BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk CountyJ/s• 2,,7 Commission Expires 0 1 �OF so//lya 9-7 g I I s 1 1 �s- ofcJ_ Allow A # TOWN OF SOUTHOLD. BUILDING DEPT. ourm. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: jmcy ��� c DATE INSPECTOR OF SOOTy�� # TOWN OF SOUTHOLD BUILDING DEPT. Vl `ycourm,��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: � �, s DATE INSPECTOR pE SO//lyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courmN 631-765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING ft�DFINAL A [. ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1�5 - d1j, � GCS DATE / INSPECTOR 'l� ��pE SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 0"I*NSULATION/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 I _ REMARKS: 1l1�vU G cp ow I u ��• 412 u V (�, VIAn /1Z v - ol416) . ON 0 Lu A& Atto,-q o- Ulan vA.QS j � 'S to I ( IuM,hi �. ,moo c4tAw In 9-v toe,tiov.. . DATE .-,::2D—a? INSPECTOR hod*OP SOUTyO{o # # TOWN.OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 � I INSPEC ION [ ] FOUNDATION 1ST [ 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 VIO TION [ ] PRE C/O [ ] RENTAL REMARKS: h O Y cd Crow( ry 5 VkV vvhlbo, DATE 0 INSPECTOR SOUIyo{o # # TOWN OF SOUTHOLD BUILDING DEPT. o m� 631-765-1802 INSPEC ON [ ] 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: A n . .00l IN DATE INSPECTOR ho�aOF SOUTyoloSo Ece /C � r bj:434 # # . TOWN OF SOUTHOLD BUIEDING DEPT. 631-765-1802 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: 4-,jr I?f- d cl coc� 16 dq Z;L DATE I INSPECTOR - i� � OF SOUIyo� # . TOWN -OF SOUTHOLD BUILDING DEPT. °ycourm��' 631-765-1802 s � I NSPECTION [ ] FOUNDATION 1ST/ 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: lv%dyl PIMNT wl..- wot r ..� oz DATE INSPECTOR. soUTyO� _ — - # # TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 <-oo INSPECTION [ ] FOUNDATION 1 ST/ REBAR [/] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: " il % r 5 1 �fvl ► �j�Pi �il�vr�r Psi�; ''� ins 6v" on �ftm �i. pkolm S. ii�+A'L �i�r�! 'rl Q� 1n Ih DATE Uk 7)-4 INSPECTOR 00 MAILING ADDRESS: PLANNING BOARD MEMBERS OF SO(/T� P.O. Box 1179 JAMES H.RICH III 0 Southold,NY 11971 Chairman ~� �Q t OFFICE LOCATION: MIAJEALOUS-DANK vs Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 MARTIN H.SIDOR Q� _ (cor.Main Rd.&Youngs Ave.) DONALD J.WILCENSIU 11110yo� Southold,NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 29, 2025 4 _ , Abigail A. Wickham, Esq. ' DEC 1 2 2025 P.O. Box 1424 Mattituck, New York 11952 Re: Approved Site Plan for Purita Winery Located at 5415 Old North Road, Southold SCTM#1000-51.-3-5.1 Zoning District: A-C Dear Ms. Wickham,- The Planning Board has found that the constructed requirements of the above- referenced Site Plan have been completed based on the site inspection made January 24, 2025 and the Planning Board work session on January 27, 2025. The site is in general conformance with the approved site plan entitled "Renovations and Additions to the Purita Winery", prepared by Nancy L. Steelman, R.A., originally dated October 8, 2007 and last revised March 7, 2008; and, the Planning Board supports the issuance of a Certificate of Occupancy. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any questions regarding this Site Plan or its process, please contact the Planning Board office. Respectfully; :�tnrv.Ltn�S Brian A. Cummings Sen,iOr'Pfanner cc: Michael Verity, Chief Building Inspector r a i .0 PP s r• � + v� ( � � ��._, a. y� , gym., 1' -w .. µ;�. r ro B ..a-w '�A MTIr ��� 5 a . ;, y ..` �' ; .� ,.� ;.� , w ,,� „; ;:.. ��, � �,> .; . c M -.�� �� + ;: � � �" 5 � 'F r Y pr i `��� � ♦_mayy' .�• . � �A '-t a �, � ,�' ,i. �' �� �` �" �, 214 wow ,p „p+ J 1 r _ r _ 2, a ts` e �':_ ' _ �. ,�. ;, . J f • 4 '+" • `S ����• }' 1 �� L k. �" ��. ': �� n; o.4*� r _� �.> R+ � �► tee' e. ,A � .� } r �. - . . � 1 �� . ..., _.. n '�. � ..r b, ,,, �:. ?r i-+�. 7. ......:, .' ...�. .a.. .. �.:. 1 _�. . . s 3 - ,.�.�..,,.-.A..,...�,.............,.�..... Yr "�. '.� - � '^"�.,+rr.+•...y.....,. mow:....._ ..e., yr r Y S y r �. � f A low fi. 4jj 5 A � Y r . vet►'"-'" :.;� . r , Y> Jw,arf94_ +,�..�.. ' l5� . .•�`"�` M�• r�� " R ;�'-�'• �'l�_ 1�.� � *� � ,»»,,,.,,r......,,. ,' .; .�,.�..>.�....,,.._,._J..� • �.� � . 6�, .: +Vw.nw ��.�''�r :�r`�� ...._. ._ �✓ ��., �•^ � �• � �' '� .:'�'.' . , ••:, •, y� .v • nF,1 h-,fir<. t ter,, � ';` ..p,, ..'• '�.�`�N. ��,. of fad A. '• f . K ' \ • �p"r •, Sn x �' Y bO- 1 t xM1yr Aw �l w �:, t �� � ,w --w �:: :�' � '� '� +(`� 4 ;•�. V��.i },� ��� �� f�.- ♦ r �. <:a , � ' 4. a � .. � ) � .. r � � � ♦ Yw, "fir'•.'.., '� � � r. � ` ' � ._ �. �� �„ � '' . � , ,� 1 a s„ t P M i Y •t ! ., i r n. a .. a :� 4.� jai,, r.. ♦ _ w�°4 L ,ti m . M e A� ft + lII -+ S �Y. f+ Or. yw r tyl .i. � .. . . : . . g ������� �. * . . � � + � � \ � �z�� . ~ \` ® � � � � / / ` < » . � � � . � � . . . ` � � �� � � � / . . . � ■ . �� . � � . . ®Q � : .> � . � � <y« . . � \ | /� \, � � . . � . - � .\_� �r , � x�2 : � . . A/ . � . . �\� �\\ . _ . » � � � �� � � ° � . � ' - �� . .»� . . ® � § � . . . . . � , - . . } , . � . . . > . . �6�w �/ � � : w�\:> � � � � . �77` � � 2 . . ® :��� «��.:„ . � ©���\ � 9/®" � \ < . .� � ; : as . . . » �£�?» 2�� �-� . � y . : e.� � p \®f � -��a\ � � � . �\ �.�Jkmyv�, . � , » . ,� ° . . . , \��\\ � \ .� \ } \� � \ � . ��� \f\�\2 . � . . \ � \ � . �r e +� r `r �0p4y�y v� Sys, 'a}0,��4ZTaW Y. +�1 ` •w JI\ 1 .. ...4 •mot. '�. at q Ak �a �; . � att ':I v7`:�� Y-' ��: •�♦ • N _ � _ ��, _' 1 �a� .Yl t w � sir r :�� � _ r "r'' ./ ,. r+� r. `- " f .�' � �, t' { .�� v w Y � ^i' 461. , za. �Y R fi T 4 ,4 t ,; ` � � t r- ,�,� �; 4 :�',My; r'" j'✓ �"� .., � j r' .!' � �r i ! _ ,y,�y s � i.! ,3" �1 ,. p 'i9 �, % � � �� �*�` ', / �; �y ., y ff-,, •r' :� N �� � � 1 �; „�:� �� i e n �� .... .. t,.w � ` ' �•• ,� - �,�.. r. �., �: �, :, ��� ,, �� ,�� . �,. �. �,�, U , , {; �� b r w �r _ s � � � 3y r�,r r 14.'.�,.,r � � � e� 4, a �b N �, +" �r� T�"" rr ,. ,, , t m � arsr� q �.a ,�= F 5 i r s+Pa .. p • e Y . k 1 Mejia, Evelin From: Gabriella Purita <gabriella@onewomanwines.com> Sent: Thursday,January 18;2024 8:05 AM To: Mejia, Eve in Cc: Claudia Purita Subject: Re: 5195 Old North Rd, Southold Good Morning Evelin, Thank you for letting us know and I apologize for the oversight I thought this was renewed at the same time as planning board. Would we be able to apply for the extension? Thank you, Gabriella Purita CBO/General Manager morph One Woman Wines&Vineyards North Fork Spirits 5195 Old North Road l� U JJL Southold, NY 11971 From: "Mejia, Evelin"<evelinm@southoldtownny.gov> Date:January 17, 2024 at 3:46:01 PM EST To: Claudia@onewomanwines.com Subject:5195 Old North Rd,Southold Good afternoon, The permit for the tasting room (BP#47911) located at the above property has expired on 12/3/2023.You can receive a free 6 month extension which will give you until 6/3/2024. For this 6 month extension, simply request it in response to this email. Kind Regards, Evehn Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 1 Vi 074 AV Inv t� � Ilk, WAN. pw wr. My w _34 rr_ ► � 'd� . t " Jill Ll iti. ;r ear a: w AA ti law , ,. .:+per +*r .Oak i =� y ..� 3� yY y! rro r _`•` -- _ for._. �.z. aIt It�M► t irk■ ii� 1 �.� Noun Nil arm td � Nk ,...� .i. F. �� y v y, � �,� s v. .... � 5f ...._"a. •. '.:�- �. a ,, :. x -.:, �.. ., ... � R._.� -.. .`, �•� ;���� � ,� o tip" - .� � � ��� � � � � t � i i � � �, r . �, � � 1 �,� t . t V r '..S t _ � S _.._ ..__. y .. �,,..... ,._� ,. �. 5 !� � i r r ¢ �. a`;3�' , �' • c ..� ���.��. .. ' k-.. � °�- �� �° 7£ �� � i � ����. It ,�. �] ♦`l �9 ?.'o��. ` ... ~ �;� ��, :. ._ d�.� ,, �. r�' _., �''� FIELD INSPECTION REPORT DATE COMMENTS •o FOUNDATION (1ST) y ------------------------------------ C FOUNDATION (2ND) s z .30 - o W 4 -DoW (, U S U o I P � � Z b -� Altwft,w IP A kr o - y Ul e ROUGH FRAMING& , w% �v m ® •; PLUMBING loth I ViA % -,=�-` 1 • cjrL�i �o eov P vt S u l "I . ?.,sI owed o�o�� �r tttivw�05 J v.S �vr I I INSULATION PER N.Y. STATE ENERGY CODEAle GfMM IV olla4b, o VIV oNnn;� lvat,hi � s I�-h e�,,cwl ►'rtsvl�i o+-.-, 0 SZ. FINAL f i I ADDITIONAL COMMENTS 0 EY? 2,O 1 a (o OrecA rn - -� Q.C+, <� 1-9- z � x x d b H ti r ' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hAps://www.southoldtow.nnv.gov Date Received APPLICATION FOR. BUILDING PERMIT �,� For Office Use Only `r� PERMIT NO. BuildingInspector: i 9 p JAN 13 2022 I r : r 4 F BUILC iNG apply forriis must be fi �herr aietyn to r�EPr d till nvt laeepfe Mh3 1#piGa>nt rss�7� �ulilnr,an TOWN OF SOUTHOLD a t is Ar�Ir�iC ► 14 s 9 n Date January 4, 2021 Name:OldnyNorth Rd Barn LLC SUM#1000-51 .-3- Project Address 5415 Old North Rd� S0UtholdaNY „11971 Phone# 631-255-9610 Email:claudia@onewomanwines.com Mailing Address 5195 Old North Rd, Southold, NY 11971 OR ate« �_ - Name Ural Talgat Architect ' Mailing Address 436 7th Street Green Ort N1!11944 Phone# 631 477 8963 _ Email ural59@hotmaii.com _ r :: a�,%t.�x,.n r(d$s".}h��.Z j;A■ - sr-(�`� �a s -. e t� x � a 31E' �C�I� IFIk9riL lI�tFQt~illUlA71 ?Hi' y .j A Y ;<,z,u�'•,b,-nN'1,,,3w, -%�.. .,.,,;.r -,». „ �:, R -',sc v. '" eh.. n R * ✓".�,. M ., ..... �k s .. Name:Ural Talgat Architect Mailing Address:436 7th Street, Gre,enport, NYm11944pnrvm v..,., Phone# 631 477 8963 Email ural59@hotmaii.com as 3 Name:Seifert Construction Mailing Address 11780 Old Sound Avenue PO Box 1407 Mattituck NY 11952 Phone# 631 298 1036 Email:info@seifertconstruction.com 10 RNew Structure ❑Addition RAlteration ❑Repair RRDernolition Estimated Cost of Project: ❑Other _�- _— $500,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fiil be removed from premises? ❑Yes *- No 4' 1 } b"' r. n wa '� � b d 5�t 'xis rfi v'C ' t si a 2 ✓^ �nra .,a off, WO PAT Existing use of Ia�� , property: alrrnS Intended use of property: �� p t � _.. ._. ..,�.., Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. n f y w�? _�e�t W y , J ae n _ zafesssrona! �+f far a!drains a an stanm v star iss prsividf�lea ,t , Gha t@ ,41#0 o�m Cade APPktCA7 Q i$1 E. Y?J1Ai3� pbl ii�ldirt Sap ¢, �{.�r it s eric rof i9u ldi' PeCml suan `ft `,<_ { v"h h A .z,'.�a- �H. ..., }" ',..,:.. .+� = gprdnance of the 7awrra 3aittrvld,$uffulk,county,New Yq} attaer apiit a , ttrd►nanc+ra�itegulatans,for the canstr�cction of fiutdin �, K rr « adrilIans,aitertians nr far removal aw�emolitlans�Iemn deb01, The appUcant a6reecnmpty wlt�tl appifcableriaws,oCllhantes tsuilding codfs, houshlg Lode a#td Motions and to"'a�dm�it aut ac ed inspec+car pr?mis s�"and in zuq,ding;s}#or necessary inspec ops Fatsa men rpade herein are c punishabie as a class 11 misda�neahor pursuant to Section 210 'of IC e a x .. t�iEWY,r $ Y@R8)kr� � ` . Ural Talgat Application Submitted By(print name). ®Authorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK Af IRENM.MCKISSICK Notary Public,State of New Yb* SS: No.OIMC6342308 CO U NTY OF Suffolk ) .f ommiss on alified In ray Expires May 23,2024 Ural Talgat being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent — 4 (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 day of 20 Notary Public PROPERTY OV0.4-ER A°6THORMA T IOC! (Where the applicant is not the owner) I, residing at Claudia Purita 5195 Old North Rd, Southold, NY 11971 do hereby authorize Ural Talgat to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date L�4U.&I A -ym chi _ Print Owner's Name 2 �" - 6 Ati I�Sciitf�olcl fC+`Nn S1 ` y P-� Plann'rng.Board tert �at , al D Date Sent:--��----�-�-- 07 Date' • ' N eat' . awe, . Proj p�2 Project Address. 5 1� � �z • n o ing Dls c Tax Map o•' Suffolk County _ o.r viest ReJCl n ° - - done tation'as t ort�ng lice ton and supp of k3uilding Per;tnit Apl .. ed. copy - dote: - - _ sed us uses should be subm� . permitted . prop° Ztte -, -initial D eterrriination as to Whetheruse is - hired : - lnitial•Determinafion as to whether si e lan is Ve�i . 'Ins eetor Sigr�atur of�u�l IN p artment(p.D.)Referral: planning Dep '� ,pate of Comrment-_�----- Receive p.D...pate ,SQ2 bP S.� Comm ants: 03 • natur.®of plannlnJ - ��.-St Re' Dater Decis7. ion: np for . f Ruilriino ln- .q Cir-tn'afi1rP. n OFFICE LOCATION: ,' MAILING ADDRESS: Town Hall Annex r3f Sol , P.O. Box 1179 54375 State Route 25 � y� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov .PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 14, 2021 Abigail A. Wickham, Esq. P.O. Box 1424 Mattituck, New York 11952 Re: Extension of Site Plan Approval -Approved Site Plan for Purita Winery Located at 19110 Soundview Avenue, Southold SCTM#1000-51-3-4.11 Zoning District: A-C Dear Ms. Wickham: The following resolution was adopted at a meeting of the Southold Town Planning Board on September 13, 2021: WHEREAS, this Site Plan is for the alteration and expansion of existing buildings into a new winery totaling 6,304 sq. ft. which includes 267 sq. ft. of office, 347 sq. ft. of retail, 3,249 sq. ft. of tasting room, 671 sq. ft. of storage area, 1,770 sq. ft. of production area and stone terrace with 25 parking spaces on a 3.7431-acre parcel in the A-C Zone located on the n/s/o Old North Road, approximately 286 ft. w/o County Road 48, known as 19110 Old North Road, in Southold. SCTM#1000-51-3-4.11; and WHEREAS, on March 10, 2008, the Planning Board granted Approval for a period of three (3) years to the Site Plan entitled "Renovations and Additions to the Purita Winery", prepared by Nancy L. Steelman, R.A., originally dated October 8, 2007 and last revised March 7, 2008; and WHEREAS, on March 10, 2011, the Site Plan Approval expired; and WHEREAS, on April 21, 2015, the Planning Board sent the applicant a notice that Site Plan Approval had expired and requesting a response in writing or the application would be considered withdrawn; and Purita Winery Page 2 September 14, 2021 WHEREAS, on May 22, 2015, Nancy Steelman,.agent; submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on July 6, 2015, the Planning Board determined the expired Site Plan was in compliance with current rules and regulations and granted an extension to January 14, 2017 with two (2) conditions; and WHEREAS, on August 6, 2015, Nancy Steelman, agent, submitted sufficient information and revised plans to satisfy the two (2) conditions listed in the approval extension resolution; and WHEREAS, on January 14, 2017, the Site Plan approval extension expired; and WHEREAS, on March 21, 2017, Nancy Steelman, agent, submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on April 10, 2017, the Planning Board determined the expired Site Plan was in compliance with current rules and regulations and granted an extension of approval to October 10, 2018; and WHEREAS, on October 26, 2018, Nancy Steelman, agent, submitted a letter requesting an Extension of Site Plan Approval; and WHEREAS, on November 5, 2018, the Planning Board granted an extension of site plan approval for eighteen (18) months until May 5, 2020; and WHEREAS, on May 5, 2020, the site plan expired; and WHEREAS, on July 23, 2021, Abigail Wickham, authorized agent, submitted a site plan approval extension request; and WHEREAS on August 23, 2021, the Planning Board determined the expired Site Plan was in compliance with current rules and regulations; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval for two (2) years from September 13, 2021 to September 13, 2023 on the Site Plan entitled "Renovations and Additions to the Purita Winery", prepared by Nancy L. Steelman, R.A., originally dated October 8, 2007 and last revised March 7, 2008. If you have any questions regarding the above, please contact this office. Respectfully,- Donald J. Wilcenski Chairman BUILDING DEPARTMENT- Electrical Inspector a�4� OGy� JUN 22 2023 TOWN OF SOUTHOLD d - Town Hall Annex 54375 Main Road - PO Box 1179 y z Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.gov - seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 1�2 ;7 C__ Electrician's Name: �go r4 olo License No.: '7�-� Elec. email: (S/6 A-D Elec. Phone No: 6 [XI request an email copy of Certificate of Compliance Elec. Address.: 11 9 7/ JOB SITE INFORMATION (All Information Required) Name: do LJ 1 nl E e0v("7-,Q- Address: F=_'�, 0 Lys A Cross Street: a-(— Phone No.: (0 3 / 7WS' , Bldg.Permit#: c,/7_ + / email: Tax Map District: 1000 Section: rj Block: Lot: S, 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 7'� Sii1/9 0u / /ZJW Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑0 NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ZNO 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 1 02 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION I 2e,--, 16 y 9 Ce BUILDING DEPARTMENT- Electrical Inspector JJN -2 a "� 2 2023 TOWN OF SOUTHOLD � Town Hall Annex -.54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AIIlnformationRequired) Date: 6P 0- Company Name: ;1 EC�=�� Electrician's Name: j,3.P, a 4 �2t �' �_L o License No.: Elec. email: 5 ® 6 A e�,L, Ce-� -r Elec. Phone No: 5Z, L 01 request an email copy of Certificate of Compliance Elec. Address.: �v c �� �s" — S v i ��-� !1 9 7'/ JOB SITE INFORMATION (All Information Required) Name: ✓�vI Address: Cross Street: Phone No.: -705 Bldg.Permit #:, l / email: Tax Map District: 1000 Section: �j Block: Lot: Sd 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I ALULI Circle All That Apply: Is job ready for inspection?: YES NO ®Rough In ❑ Final Do you need a Temp Certificate?: FYES ZNO Issued On Temp Information: (All information required) Service Size❑1 Ph 03 Ph Size: A # Meters Old Meter# ❑NewServiceOFire ReconnectOFlood ReconnectOService Reconnect OUndergroundOOverhead # Underground Laterals 0 1 2 F1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 16 y r , PERMIT H Address: Switches Outlet�� GFI'S Surface c 11.E Sconces i J HHis l� UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW 3 Mini Carbon Micro Generator Combo Cooktop Transfer aC A I Hood Service 1 Amps Have Usec )pecial: :omments _ � QT / inn �u�Fot TOWN OF SOUTHOLD—FIRE MARSHAL N `< Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT 6Date ReceivedAPPLICATION t For Office Use Only � 0 C T 2 3 / 2023 PERMIT NO. Building Inspector: .... Applications and forms must befilled out"m their entirety£Incomplete ,~ : , ap'phcat►oris will not,be acceptedrW�ORK TS NOT TOxBE STARTED prior. -� to�the approvalkof plans and issuance of Has a building permit been obtained for this project? ❑ Yes ❑No If yes, building permit# Date: 0 a 3 2 PROJECT OItMATON � ',� �� Project Address I-Li SCTM# 1000- ,City � § u{ ,"Y Nt,3b s.A S'Si �b�,-§_fix �`,bli a dF " r OONTACTFERSON INFORMA„TON , �s ,� ;rP Name \ Mailing Address _P..h_o.._n.e... . Email: __-__---- . ..__ --...-------- Preferred contact method(select one): ❑Phone ❑Email CONTRACTQR INFORMAT)[ON �,. . . Name: �nrL Contractor License#:.y __. _.. _ A�._ . ._...�-, . __. 1R .. rs- .act.__.-- Mailing Addres r V{ Phone# i Email w 1�3�- a3-3 SCOPE O1H FWOR> Occupancy Description: ❑Assembly ( iness ❑Education ❑Factory/Industrial ❑ Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: :New System ❑Existing System Modification Sprmkler`/Standpipe/Water Supply P Fire Alarm/CO Detectlon Systems ,n Other Flre Protection Systems 4 (Check all that apply) a (Ch'eck all'that apply) (Cheeck all that apply) �NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): __.._..._._ .__......._..................._.. ...__._.____ . .__..__.._ �� 1 -'r�'.. ... .? t���s4 t..Awk, .r.. ,=a - [�: 1a1tf stfttt n I th�eu'ders� nedattnderstand than the rsspance of,a,permit for.the% a which t1:1►erefn applied forbu based;on .G .�ff1es,*w�, I i, A :"'1Wiry„ '^. 'V iw"„ �. the a reement ta'eanform'to-aline ulat�ons and a u�remenYs farther understaid that,non=coml)l�a a of sadrgti�remeats;�a'y� yself,or-and offeer;or g,s.. ;ug ^9i' '' N " e►r► Id ee of the firor'tndayidual hsted.as the applicant an th>s form#�aNtaii becau rq foe revac"ationao{§a1d perm(,Tlpgn evocaaanrofsaid pernQxt7the a pl►cant=oraany�°�mPloy�e ofrt ue appl�cantAs�all be prohrbi#ed,to,conduct sue�tyor>(forrwhieh�th�a�et�mitwas tssyed .The reissue ee of a permit shall 6e-,' ha�eclYu on re�tew�afthe eikGyimsMtnnees leac1ityg to;the revneat�o�nf,�,�9A} riy false statements)made herrye�jjyyin are"ii°uhi�hable�as a Cias��A misdemeari�r pnrsuant� r�e�eetton2109�gfthePenai��a cp�`�,..,�, i�°Pifl`eAhmxwam.x.;, e r„rYv� ,� dad x�cmi�i w ,rm'+RG,t�.+.�a ,a�ArLak. Application Submitted By(print name Agent ❑Owner Company(if applicable) Applicant.Signature Date: _ a.3. __ ..,...M. _..w... 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). FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES FIRE SPRINKLER SYSTEM SUBMITTAL GU ELINES ® FIXED FIRE SUPPRESSION FOOD& EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 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 Southold Building Department(631)765-1802. M""',.a Ax r �.�:` �Qt ,g - � yynn�� w..e1J U17�a V. ,.. r k 't ry b } N p h fb A C11e* ar` d ° Permit Noex C�/ f i :Date, f�j 2 n 5 Exp77at aer 2 Bulletin 110 April 2023 Hel p Model G Series Standard-Response Sprinklers Features • Standard coverage,standard-response sprinklersr T • Upright,pendent,horizontal sidewall, and vertical sidewallx " deflectors : £" • Robust solder capsule thermal element • Available in a wide variety of finishes Product Description Reliable Model G Series sprinklers are standard-response standard spray automatic sprinklers using a solder capsule thermal element.The solder is captured in the cylinder of the capsule by a stainless steel ball.When the solder melts,the ball Upright Pendent moves into the cylinder allowing the thermal element to fall away from the sprinkler.When this occurs,the compressed strut and lever spring free from the sprinkler.System pressure then clears Note: Not all versions of the product are shown. the waterway of all operating parts allowing the deflector to evenly distribute water. Pendent and horizontal sidewall sprinklers may be installed When fitted with an approved water shield,these sprinklers may exposed or surface mounted using escutcheons such as the considered intermediate sprinklers for use in racks, below grated Reliable Models B, C,or HB(reference Technical Bulletin 204). walkways, and other areas where intermediate level sprinklers are required. When installed recessed,the Model G Series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons. Refer to the technical information on the following pages for specific listings for recessed installations and Figures 6 and 7 for dimensional information. Sprinkler Summary ' ., t y 112 m ,? }� t a '+ z �f k x ,,. t;; K Factor gpm/psi " Threads Sprinkler Identification k Model Listin s&A royals " v I mlbar'M) 9 pp k u 4 g � r F xt d�.,a.2�' Y',rrs. sA �.a n• ' Se�roG ai ads«k, .ix f..ri„, i a�, ai �. '`",r ,`w, dS4N, G1a.a:% °« ,NUmber(si,N) caa"n 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1021 4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1023 G Upright 5.6(80) UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-131/2 R1025 8.0(115) UL,FM 1/2"NPT,ISO 7-R1/2 R1026 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1027 G Upri{ght (80)` lJL FM 1/2"NPT,IS97 R1/2-``y R.,! 25 ' <Irterrh late ;, t 8.0(116) `` s UL FM 3/4 NPT,ISO 7 R3/4:` R1427 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1011 4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1013 G Pendent 5.6(80) UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1015 8.0(115) UL,FM 1/2"NPT,ISO 7-R1/2 R1016 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1017 1/2' NPT ISO'�7 R1/2 �,R1231 "' h I 4.2(60) UL, k 1/2 NPT,IS07 R1/2` R1233 < G Fionzontal UL;FM LPCB ',, -` 1/2..NPT,,ISQ'7 R1/2 R1235 Sidewall "0(115) ;UL, 1/2:NPT,IS,O`7 R1/2 R1236 3/4' NPT IS0:7 R3/4, R1237 G Vertical Sidwall 5.6(80) FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1285 www.reliablesprinkler.com c. J Model Technical Specifications Style:Upright Temperature Ratings Threads:(see Table B) 135°F(57°C) Nominal K-Factor:(See Table B) 165°F(74°C) Max.Working Pressure: 212°F(100°C) 'y ,a 175 psi(12 bar) 286°F(141°C) ; A Guards&Shields Material Specifications D-1 Guard(UL) FM Guard Thermal Sensor: Solder capsule C-1 (FM) Sprinkler Frame:Brass Alloy C-3 Guard with Shield(UL,FM on R1025, d Cap:Bronze Alloy with PTFE R1026,and R1027 only) Load Screw:Brass Alloy Sprinkler Wrench ;s Deflector:Brass Alloy ` Model W2 Sprinkler Finishes (See Table F) Listings and Approvals (See Table B) Sensitivity Standard response Model G Upright Sprinkler Components and Dimensions Note:Deflector on K2.8 and K4.2 Model G mm] 1 1/2"[40 Upright is 1-1/4"(32 mm)diameter. (1 1/2"[40) [40mm] I I I Strut and ----����Deflector � •-- — lever �- ��------� — --- Y 1' 7 S I Frame i i Solder i Capsule j I 2 3!4"[71 mm] ! 2 7/8"[72mm] Thermal Element RA$CO Wrench RA CO RA CO Flat Seat Threads i Shown with 1/2"Threads Shown with 3/4"Threads Model G Upright Sprinklers = factor,(,USA sK-faator(Metricj F � Threatls q Approvals , R1021 2.8 40 1/2" NPT, ISO 7-R1/2 UL, FM R1023 4.2 60 1/2" NPT, ISO 7-R1/2 UL UL, FM, LPCB, R1025 5.6 80 1/2" NPT, ISO 7-R1/2 EC: 1438-CPR-0053 UKCA:0832-U KCA- CPR-S5104 R1026 8.0 115 1/2"NPT, ISO 7-R1/2 UL, FM UL, FM, LPCB, R1027 8.0 115 3/4" NPT, ISO 7-R3/4 EC: 1438-CPR-0053 UKCA:0832-U KCA- CPR-S5104 Bulletin 110 Page 2 of 10 April 2023 www.reliablesprinkler.com Model Technical Specifications Temperature Ratings Style:Intermediate Upright 135°F(57"C) Threads:(See Table C) 165"F(74"C) Nominal K-Factor:(See Table C) 212"F(100-C) Max.Working Pressure: 286°F(141°C) 175 psi(12 bar) Material Specifications Guards&Shields Thermal Sensor:Solder Capsule Factory Water Shield(cULus,FM) Sprinkler Frame:Brass Alloy Cap:Bronze Alloy with PTFE Sprinkler Wrenches g ; Model W2 ' Load Screw:Brass Alloy ; Deflector:Brass Alloy Listings and Approvals .k , Sprinkler Finishes (See Table C) ` Bronze(Only) Sensitivity Standard response Model G Intermediate Upright Sprinkler Components and Dimensions Water Shield �31/4"[83mm]� �3 1/4"[83mm] Strut and lever ¢ Deflector 7 Frame 7 7 Solder F I I I Capsule I I 3"[76mm] I 3 1/8"[78mm] Thermal Element RA CO Wrench Flat RA CO RA CO Seat Threads I Shown with 1/2"Threads Shown with 3/4"Threads Model G Intermediate Upright Sprinklers SIN K'factof(US)' K factor(Metric) Threads Approvals R1425 5.60 80 1/2"NPT, ISO 7-R1/2 UL, FM R1427 8.00 115 3/4" NPT,ISO 7-133/4 UL, FM Bulletin 110 Page 3 of 10 April2023 a �a www.reliablesprinkler.com Model G Pendent Sprinkler Technical Specifications Recessed Escutcheons Style: G(cULus,all SIN) Pendent G(FM,SIN R1015 only)(z) Recessed Pendent F1 (cULus,all SIN) Threads:(See Table D) F1 (LPCB,SIN R1015 only) Nominal K-Factor:(See Table D) �� Max.Working Pressure: Guards&Shields(3) 175 psi(12 bar) D-1 Guard(UL) " D-5 Guard and Shield(UL,R1015,R1016,and Material Specifications R1017) " Thermal Sensor:Solder Capsule C-1 Guard(FM) Sprinkler Frame:Brass Alloy C-5 Guard with Shield(FM on R1015 and R1017 Cap:Bronze Alloy with PTFE only) Load Screw:Brass Alloy S-1 (1/2")Shield(cULus,FM,R1015 only) Deflector:Brass Alloy S-2(3/4")Shield(cULus,FM,R1017 only) Sprinkler Finishes (See Table F) Sprinkler Wrenches Model W2(non-recessed pendent) Sensitivity Model RC1 (recessed pendent) Standard response. Listings and Approvals Temperature Ratings (See Table D) 135°F(57°C) 166-F(74°C) 212°F(100°C) 286°F(141°C)(1) Notes: 1. 286°F(141°C)temperature rated sprinklers not approved for recessed installations. 2. FM Approval of Model G Recessed sprinkler for ordinary and extra hazard occupancies is limited to wet pipe systems only. 3. Not suitable for recessed installations. Model G Pendent Sprinkler Components and Dimensions 1 1/2"[37mm] 1 1/2"[37mm] Threads Seat Wrench Solder 0 da Flat 0 V8 0 ba Capsule Thermal Frame 2 3/4"[71 mm] 2 7/8"[73mm] Element I I I ! I Strut and levers Deflector Shown with 1/2"threads and optional 3-1/4" Shown with 3/4"threads and optional 3-1/4" (83mm)diameter S1 Water Shield(order (83mm)diameter S2 Water Shield(order separately) separately) Model G Pendent Sprinklers SIN K-factor(IJS),.4 I(factor(Metric} a,,a ,fps Threads` ,3 s &� :-ApprovalsAi R1011 2.8 40 1/2" NPT, ISO 7-R1/2 UL, FM R1013 4.2 60 1/2"NPT,ISO 7-R1/2 UL UL, FM, LPCB, R1015 5.6 80 1/2"NPT,ISO 7-R1/2 EC: 1438-CPR-0053 UKCA:0832-UKCA- CPR-S5104 R1016 8.0 115 1/2"NPT,ISO 7-131/2 UL, FM UL, FM, LPCB, R1017 8.0 115 3/4"NPT,ISO 7-133/4 EC: 1438-CPR-0053 UKCA:0832-UKCA- CPR-S5104 Bulletin 110 Page 4 of 10 April2023 a is www.reliablesprinkler.com t l ,,Model G Horizontal Sidewall Sprinkler Technical Specifications Temperature Ratings Style:Horizontal Sidewall 135"F(57°C) Threads:(See Table E) 165°F(74°C) Nominal K-Factor:See Table E 212°F(100"C) Max.Working Pressure: 286"F(141°C) 175 psi(12 bar) Material Specifications Recessed Escutcheons(')(' Thermal Sensor:Solder Capsule F1 (UL) w Sprinkler Frame:Brass Alloy � dx ° Cap:Bronze Alloy with PTFE Guards&Shields(3) Load Screw:Brass Alloy D-1 Guard(UL,all SIN) Deflector:Brass Alloy C-1 Guard(FM,SIN R1235 only) Sprinkler Wrenches Sprinkler Finishes Model W2(non-recessed sidewall) (See Table F) Model RC-1 (recessed sidewall) Sensitivity Standard response Listings and Approvals(4) (See Table E) Notes: 1. Listed for use with 135•F(57°C)temperature rated sprinkler only. 2. Listed for Light Hazard ONLY when installed recessed. 3. Not suitable for recessed horizontal sidewall installations. 4. Listed for light hazard only,except for SIN R1235 is cULus Listed for ordinary hazard when exposed or surface mounted. Model G Horizontal Sidewall Sprinkler Components and Dimensions 1 1/2"[37mm] 1 1/2"[37mm] Deflector Strut and I I I lever i Solder i Frame 1 3 1/4"[83mm] 3 3/8"[85mm] Capsule Thermal Element RA C Wrench RA C RA C Flat Seat Threads Shown with 1/2"Threads Shown with 3/4"Threads Note:Please refer to Figure 7 for recessed installation. Model G Horizontal Sidewall Sprinklers ;. � -Kadt Ppvfr o var ls R1231 2.8 40 1/2"NPT, ISO 7-R1/2 UL R1233 4.2 60 1/2"NPT, ISO 7-R1/2 UL R1235 5.6 80 1/2" NPT, ISO 7-R1/2 UL, FM, LPCB R1236 8.0 115 1/2" NPT, ISO 7-R1/2 UL R1237 8.0 115 3/4" NPT, ISO 7-R3/4 UL Bulletin 110 Page 5 of 10 April2023 e a www.reliablesprinkler.com 1+ J IN R1265 ', Model G Vertical Sidewall Sprinkler Technical Specifications Temperature Ratings Style: 136-F(57°C) Upright Vertical Sidewall 165°F(74°C) Pendent Vertical Sidewall 212°F(100°C) Threads:1/2"NPT or ISO 7-R1/2 286-F(141°C) � Nominal K-Factor:5.6(80 metric) Max.Working Pressure: 175 psi(12 bar) Guards&Shields , C-1 Guard(FM) Material Specifications Thermal Sensor:Solder Capsule Sprinkler Wrenches ,x Sprinkler Frame:Brass Alloy Model W2 Cap:Bronze Alloy with PTFE Load Screw:Brass Alloy Listings and Approvals(') Deflector:Brass Alloy FM Approved LPCB � � Sprinkler Finishes EC(1438-CP-0055) (See Table F) UKCA:0832-UKCA-CPR-S5104 Sensitivity Standard response Notes: 1. Listed and approved for Light Hazard ONLY. Model G Vertical Sprinkler Components and Dimensions 1 1/2"[37mm] Strut and Deflector lever Solder i Frame j Capsule i � I 2 3/4"[71 mm] Thermal Element RASCO Wrench RASCO Flat Seat Threads Bulletin 110 Page 6 of 10 April2023 a ab www.reliablesprinkler.com Recessed Installation:Pendent Sprinklers 2 5/8"[67mm] Recommended Hole in Ceiling 2 1/8"[54mm] Reducing Fitting , Face of fitting to ceiling 1-1/2"[37mm]Min 2"[51mm]Max 1/2"[13mm] Escutcheon 3"[76mm] 1/2"[11mm]Min Adjustment 1"[25mm]Max MODEL G RECESSED SPRINKLER 11ORECPEND Note:Model G Recessed sprinklers utilizing vented cups may not be used where the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings around the sprinkler cup are unobstructed following installation. 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss , to ceiling 1/4"[6mm]Min 1"[25mm]Max .2 t wu�Po`4W n , 3/4"[19mm] Escutcheon 1-3/8"[35mm]Min Adjustment 2-1/8"[54mm]Max 2 7/8"[72mm] MODEL G PENDENT SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON 770REWEND Bulletin 110 Page 7 of 10 April2023 e �a www.reliablesprinkler.com Recessed Installation:G Horizontal Sidewall Sprinklers 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss , to ceiling — I 1/4"[6mm]Min 1"[25mm] Max ro I 3/4"[19mm] Escutcheon ' Adjustment 1-1/4"[32mm] Min 2"[51 mm] Max RELIABLE 2 7/8"[72mm] MODEL G HORIZONTAL SIDEWALL SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON (TOP VIEW) 11ORECHSW Ap y sxro �s e G Escutcheon F1 Recessed Bulletin 110 Page 8 of 10 April2023 e a www.reliablesprinkler.com § f z tr f x tc�S Model W2(upright, pendent,sidewall) Model RC1 (recessed) FinishesOP) w � Standard Flni�hes ' f 'ecial A fication Finishes r 1,4 P,lk?�,` _*�.�, - Aw..a„t ' ?uka`IN,t n4 � ' t: a a11d F7 RQCLSSBl1 prinkler s�� Ia r Sprinkl "a�" er "" �'@�ss' $�7C.�eOn$''' �^Y3 ;„'�,�.,'.c.,. "$CU�'.l� ChSw ,t, uS '. Bronze Brass Bright Brass(-') Bright Brass Chrome Chrome Satin Chrome Satin Chrome White Polyester(3)(4) White Polyester Custom Color Polyester(3)(4) Custom Color Polyester Lead Plated(s)m Wax Coated(s)m(e) Wax Over Lead0e>m(e) Notes: 1. Other finishes and colors are available on special order.Consult your Reliable sales representative for details. 2. Paint or any other coating applied over the factory finish will void all approvals and warranties. 3. The Model G Recessed assembly consists of a sprinkler mounted in a galvanized steel cup with a finished trim ring. 4. Only frame and deflector are coated,operating parts are chrome plated. 5. For 2127(100°C)maximum temperature rated sprinklers only. 6. Not suitable for use with recessed installations. 7. cULus Listed as corrosion resistant. 8. Clear wax used on ordinary temperature rated sprinklers;brown wax used on intermediate temperature rated sprinklers.Brown wax may be used on high temperature rated sprinklers where the ambient temperature does not exceed 150°F(66°C). Maintenance Application Reliable Model G series sprinklers should be inspected and the Model G Series standard spray upright and pendent sprinklers sprinkler system maintained in accordance with NFPA 25,as well having K-factors of 5.6(80)and higher are permitted to be used as the requirements of any authorities having jurisdiction. in all occupancy classifications and building construction types Prior to installation,sprinklers should remain in the original unless otherwise noted. cartons and packaging until used.This will minimize the potential Model G Series standard spray upright and pendent sprinklers for damage to sprinklers that could cause improper operation or having K-factors less than 5.6(80)are limited to light hazard non-operation. occupancies.. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming Model G Series sidewall sprinklers shall only be installed in without touching the sprinkler. light hazard occupancies with smooth, horizontal or sloped,flat Replace any sprinkler which has been painted(other than factory ceilings unless otherwise noted. applied).A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Bulletin 110 Page 9 of 10 April2023 ROM ROME www.rellablesprinkler.com Installation. Ordering Information Model G Series sprinklers must be installed in accordance with Specify the follonring.when.ordering: NFPA 13 and the requirements of all applicable authorities having jurisdiction Model Model G Series sprinklers must be installed with the Reliable G sprinkler installation wrench identified in this Bulletin.Any other wrench may damage the sprinkler.A leak tight sprinkler joint Deflector/Orientation can be obtained with a torque of 8 to,18 lb-ft(11 -24 N•m)for Upright 1/2"sprinklers and a torque of 14-20 lb-ft(19-27 N•m)for 3/4" Upright Intermediate sprinklers after applying appropriate thread sealant. Pendent • G Recessed Do not tighten sprinklers over the maximum recommended Horizontal Sidewall installation torque. Exceeding the maximum recommended Vertical Sidewall installation torque may cause leakage or impairment of the sprinkler. Temperature Rating Guarantee See sprinkler technical specifications For the guarantee,terms,and conditions,visit Sprinkler Finish www.reliablesprinkler.com. See Table F Recessed Escutcheon* G • F1 Escutcheon Finish • See Table F Sprinkler Wrench • Model W2(upright,non-recessed pendent,and sidewall) • Model RC1 (recessed) Guards and Shields • See sprinkler technical specifications *Note:2867(141°C)sprinklers are not listed to be used recessed. O O _ O O W Z Bulletin 110e 'a Page 10 of 10 April2023 www.reliablesprinkler.com"' �+. :;'> t , Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY c � c 3 0 icFiR�pip Fire Sprinkler Calculcations For 5415 Old North Road Southold, NY 11971 ,N rif NEW? X\ J. CoH�D P� '1'�� 051884 ���� CALCULATION SUMMARY Project Name:PURITA WINERY Project Location: 5415 Old North Road Contract No.:S23.4805 City: Southold, NY 11971 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) ORDINARY(GROUP-1) 1001.28 411.3 Required 0.237 7 14.8 16 150 15.2 41.3 File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Pagel r HYDRAULIC CALCULATIONS for Job Information Project Name:PURITA WINERY Contract No.:S23.4805 City: Southold, NY 11971 Project Location: 5415 Old North Road Date:10/26/2023 Contractor Information Name of Contractor: SENTRY AUTOMATIC FIRE PROTECTION,INC. Address: 735 FLANDERS RD City: RIVERHEAD, NY 11901 Phone Number: 631-723-3095 E-mail:SALES@SENTRYNY.COM Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location BARN STORAGE Occupancy Classification ORDINARY(GROUP-1) Density(gpm/ft2) 0.237 Area of Application(ft2) 1001.28 Coverage per Sprinkler(ft2) 62.58 Number of Calculated Sprinklers 16 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 150 Total Water Required(incl.Hose Streams)(gpm) 411.3 Required Pressure at Source(psi) 41.3 Type of System Wet Volume-Entire System (gal) 405.1 gal Water Supply Information Date 07/20/2023 Location OLD NORTH RD list HYD W/O CR18 Source W1 Notes File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:PURITA WINERY Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (0iMmized Hvdraulic Simolified) • e File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 , P Job:PURITA WINERY 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 58 1812 35 Supply Analysis Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) Pressure (gpm) (psi) (psi) W1 58 35 1812 56.5 411.3 41.3 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 150 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 150 Sprinklers Ovehead Sprinkler Flow(gpm) 261.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 261.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 41.3 W1 -Flow(gpm) 261.3 Demand w/o System Pump(s) N/A File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:PURITA WINERY Hydraulic Analysis for : 1 jM'Supply{}Systembemand f Add.Out.'Hose O AvailableAtSource' 7 56.5psi@41139pm .y a D2 � j D3 IL j \� 2 2 i _ — D1I 1 I I I i 0 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 17001800 1900 2000� Flow,gpm 11 { File:S23.4805-5415 Old North Rd-R1.dwg Date 10,127/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 t � Job:PURITA WINERY Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 58 S2 Supply point#2-Residual 1812 35 D1 Elevation Pressure 0 10.4 D2 System Demand 261.3 1 41.3 D3 System Demand+Add.Out.Hose 411.3 41.3 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure si @Flow m i,P ) (gpm) (P ) (gpm) Supply 57 326.5 15.2 411.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure W) (gpm/PSi1h) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) S1 Overhead 62.58 5.6 0.15 9.4 7 0.277 17.3 9.6 Sprinkler S10 Overhead 62.58 5.6 0.15 9.4 7 0.249 15.6 7.8 Sprinkler SS1 Overhead 62.58 5.6 0.15 9.4 7 0.25 15.6 7.8 Sprinkler S12 Overhead 62.58 5.6 0.15 9.4 7 0.25 15.6 7.8 Sprinkler S13 Overhead 62.58 5.6 0.15 9.4 7 0.28 17.5 9.8 Sprinkler S14 Overhead 62.58 5.6 0.15 9.4 7 0.28 17.5 9.8 Sprinkler S15 Overhead 62.58 5.6 0.15 9.4 7 0.28 17.6 9.8 Sprinkler S16 Overhead 62.58 5.6 0.15 9.4 7 0.281 17.6 9.8 Sprinkler S2 Overhead 62.58 5.6 0.15 9.4 7 0.277 17.3 9.6 Sprinkler S3 Overhead 62.58 5.6 0.15 9.4 7 0.277 17.3 9.6 Sprinkler S4 Overhead 62.58 5.6 0.15 9.4 7 0.277 17.3 9.6 Sprinkler S5 Overhead 62.58 5.6 0.15 9.4 7 0.237 14.8 7 Sprinkler S6 Overhead 62.58 5.6 0.15 9.4 7 0.237 14.8 7 Sprinkler File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 S7 Overhead 62.58 5.6 0.15 9.4 7 0.237 14.8 7 Sprinkler S8 Overhead 62.58 5.6 0.15 9.4 7 0.237 14.8 7 Sprinkler S9 Overhead 62.58 F5.6 0.15 9.4 7 0.249 15.6 7.8 Sprinkler File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:PURITA WINERY 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 gpm/psl1/2 9Pm ftz psi psi ft gpm gpm/ft2 psi gpm S5 Overhead Sprinkler 5.6 14.8 62.58 7 7 27.02 HEAD Open 5.4 0.237 -10.4 9.4 S6 Overhead Sprinkler 5.6 14.8 62.58 7 7 27.02 HEAD Open 5.4 0.237 -10.4 9.4 S7 Overhead Sprinkler 5.6 14.8 62.58 7 7 27.02 HEAD Open 5.4 0.237 -10.4 9.4 S8 Overhead Sprinkler 5.6 14.8 62.58 7 7 27.02 HEAD Open 5.5 0.237 -10.4 9.4 S9 Overhead Sprinkler 5.6 15.6 62.58 7.8 7 25.23 HEAD Open 6.2 0.249 -9.6 9.4 S10 Overhead Sprinkler 5.6 15.6 62.58 7.8 7 25.23 HEAD Open 6.2 0.249 -9.6 9.4 S11 Overhead Sprinkler 5.6 15.6 62.58 7.8 7 25.23 HEAD Open 6.2 0.25 -9.6 9.4 S12 Overhead Sprinkler 5.6 15.6 62.58 7.8 7 25.23 HEAD Open 6.3 0.25 -9.6 9.4 S1 Overhead Sprinkler 5.6 17.3 62.58 9.6 7 21.26 HEAD Open 7.9 0.277 -7.9 9.4 S2 Overhead Sprinkler 5.6 17.3 62.58 9.6 7 21.26 HEAD Open 7.9 0.277 -7.9 9.4 S3 Overhead Sprinkler 5.6 17.3 62.58 9.6 7 21.26 HEAD Open 7.9 0.277 -7.9 9.4 S4 Overhead Sprinkler 5.6 17.3 62.58 9.6 7 21.26 HEAD Open 8 0.277 -7.9 9.4 S13 Overhead Sprinkler 5.6 17.5 62.58 9.8 7 20.66 HEAD Open 8.1 0.28 -7.7 9.4 S14 Overhead Sprinkler 5.6 17.5 62.58 9.8 7 20.66 HEAD Open 8.2 0.28 -7.7 9.4 S15 Overhead Sprinkler 5.6 17.6 62.58 9.8 7 20.66 HEAD Open 8.2 0.28 -7.7 9.4 S16 Overhead Sprinkler 5.6 17.6 62.58 9.8 7 20.66 HEAD Open 8.2 0.281 -7.7 9.4 008 Node 11.3 18.38 NODE -6.7 007 Node 11.3 18.38 NODE -6.7 014 Node 11.3 18.38 NODE -6.7 015 Node 11.3 18.38 NODE -6.7 006 Node 11.3 18.38 NODE -6.7 001 Node 11.3 18.38 NODE -6.7 005 Node 11.3 18.38 NODE -6.7 003 Node 11.3 18.38 NODE -6.7 002 Node 11.6 18.38 NODE -6.7 File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:PURITA WINERY 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 sil gpm ftz psi psi ft 9Pm/P /z gpm gpm/ftz psi gpm 017-0 Node 15.7 10 NODE -3 017-I Node 17.7 10 NODE -3 020 Node 18.3 10 NODE -3 021 Node 27.4 11.42 NODE -3.6 026 Node 28•2 11.42 NODE -3.6 028-0 Node 28.7 11.42 NODE -3.6 028-I Node 29.2 11.42 NODE -3.6 28-0 Node 39.2 3 NODE 0 28-I Node 41.2 3 NODE 0 W1 Supply -261.3 41.3 3 SUPPLY 0 File:S23.4805-6415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 r Job name:PURITA WINERY 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/psll/z) (gpm) (in) (ft) (ft) (psi) (psi) S5 27.02 5.6 14.8 1.5 10.1 120 7 S1 21.26 5.6 14.8 1.68 0 0.0075 2.5 10.1 0.1 S1 21.26 5.6 17.3 1.51x(us.Tee-Br)=9.84 5.08 120 9.6 008 18.38 32.1 1.68 9.84 0.0315 1.2 14.93 0.5 008 18.38 -10.1 4 8.33 120 11.3 007 18.38 22 4.26 0 0.0002 0 8.33 0 007 18.38 32.1 4 8.3 120 11.3 006 18.38 54.1 4.26 0 0.0009 0 8.3 0 006 18.38 32.2 4 8.33 120 11.3 005 18.38 86.3 4.26 0 0.0021 0 8.33 0.0 005 18.38 32.2 41x(us.Tee-Br)=26.33 30.85 120 11.3 002 18.38 118.5 4.261x(us.90)=13.17 39.5 0.0038 0 70.35 0.3 002 18.38 142.8 41x(us.90)=10 12.16 120 11.6 017-0 10 261.3 4.026 10 0.0216 3.6 ¢ 22.16 0.5 017-0 10 0 4 0.5 15.7 Ames2000SS 017-I 10 261.3 0 0 4.0904 0 *** 0.5 2 017-I 10 0 41x(us.90)=10 18.12 120 17.7 020 10 261.3 4.026 10 0.0216 0 28.12 0.6 020 10 0 1.5 1x(us.90)=4.92 1.42 120 18.3 021 11.42 261.3 1.68 4.92 1.5268 -0.6 6.34 9.7 021 11.42 0 41x(us.90)=10 26.94 120 27.4 026 11.42 261.3 4.026 10 0.0216 0 36.94 0.8 026 11.42 0 4 32.29 120 28.2 028-0 11.42 261.3 4.26 0 0.0164 0 32.29 0.5 028-0 11.42 0 4 1.08 28.7 AV-1 Check 028-I 11.42 261.3 0 0 0.4381 0 *** 1.08 0.5 028-I 11.42 0 4 5x(us.90)=65.84 317.29 120 29.2 28-0 3 261.3 4.26 65.84 0.0164 3.6 383.13 6.3 28-0 3 0 4 0.5 39.2 Ames2000SS 28-I 3 261.3 0 0 4.0904 0 *** 0.5 2 28-I 3 0 4 5 120 41.2 W 1 3 261.3 4.26 0 0.0164 0 5 0.1 S6 27.02 5.6 14.8 1.5 10.1 120 7 S2 21.26 5.6 14.8 1.68 0 0.0075 2.5 10.1 0.1 S2 21.26 5.6 17.3 1.51x(us.Tee-Br)=9.84 5.08 120 9.6 007 18.38 32.1 1.68 9.84 0.0315 1.2 14.93 1 0.5 ©2006 National Fire Protection Association Page 10 Job name:PURITA WINERY 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/ps(l/x) (gpm) (in) (ft) (ft) (psi) (psi) S7 27.02 5.6 14.8 1.5 10.1 120 7 S3 21.26 5.6 14.8 1.68 0 0.0075 2.5 10.1 0.1 S3 21.26 5.6 17.3 1.51x(us.Tee-Br)=9.84 5.08 120 9.6 006 18.38 32.2 1.68 9.84 0.0315 1.2 14.93 0.5 S8 27.02 5.6 14.8 1.5 10.1 120 7 S4 21.26 5.6 14.8 1.68 0 0.0075 2.5 10.1 0.1 S4 21.26 5.6 17.3 1.51x(us.Tee-Br)=9.84 5.08 120 9.6 005 18.38 32.2 1.68 9.84 0.0316 1.2 14.93 0.5 S9 25.23 5.6 15.6 1.5 8.08 120 7.8 S13 20.66 5.6 15.6 1.68 0 0.0083 2 8.08 0.1 S13 20.66 5.6 17.5 1.51x(us.Tee-Br)=9.84 5.08 120 9.8 014 18.38 33.1 1.68 9.84 0.0333 1 14.93 0.5 014 18.38 10.1 4 8.33 120 11.3 015 18.38 43.3 4.26 0 0.0006 0 8.33 0 015 18.38 33.1 4 8.3 120 11.3 001 18.38 76.4 4.26 0 0.0017 0 8.3 0.0 001 18.38 33.2 4 8.33 120 11.3 003 18.38 109.6 4.26 0 0.0033 0 8.33 0.0 003 18.38 33.2 41x(us.Tee-Br)=26.33 6.12 120 11.3 002 18.38 142.8 4.261x(us.90)=13.17 39.5 0.0054 0 45.62 0.2 S 10 25.23 5.6 15.6 1.5 8.08 120 7.8 S14 20.66 5.6 15.6 1.68 0 0.0083 2 8.08 0.1 S14 20.66 5.6 17.5 1.51x(us.Tee-Br)=9.84 5.08 120 9.8 015 18.38 33.1 1.68 9.84 0.0333 1 14.93 0.5 S11 25.23 5.6 15.6 1.5 8.08 120 7.8 S15 20.66 5.6 15.6 1.68 0 0.0083 2 8.08 0.1 S15 20.66 5.6 17.6 1.51x(us.Tee-Br)=9.84 5.08 120 9.8 001 18.38 33.2 1.68 9.84 0.0334 1 14.93 0.5 S12 25.23 5.6 15.6 1.5 8.08 120 7.8 S16 20.66 5.6 15.6 1.68 0 0.0083 2 8.08 0.1 S16 20.66 5.6 17.6 1.51x(us.Tee-Br)=9.84 5.08 120 9.8 003 18.38 33.2 1.68 9.84 0.0335 1 14.93 0.5 008 18.38 0 4 2x(us.90)=26.33 36.71 120 11.3 014 18.38 10.1 4.26 26.33 0.0000 0 63.0510 ©2006 National Fire Protection Association Page I I Job name:PURITA WINERY 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) (ft) (Psi) (PsI) * Discharge shown for flowing nodes only ©'2006 National Fire Protection Association Page 12 Job:PURITA WINERY Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Name:W1 33-._._ ......_'.... ..-1--...................-__—__.._.._..__._............................................._._.____..............___.___—_...__.._........ ...._..._...._........._....._......._.._..____..... 45- i 1 7 3 S ._..,.....-.-. _..............i...__.:..._.__................_._...._._.._.._.......................__ __......._..._......_..,,..____._.._..._......_.—............-....... ._........._....._.__........ � ' I N j 0. _......._..__......___—. I 20 — — Is-.._.—_.._�.............._—� —._--.............. ._.._......_.__..........................___._—.__........................_._...._.._—......................................_...._._.._—_—_..........._........—.....__. I 10 i Ii ........................................._.........._............... m h e n m a Flow,gpm Pressure Loss Function Design Area:1; BFP Ref.:144(Ames2000SS,Size=4); Inlet Node:017-I;Outlet Node:017-0 � 9 10 — 9 7 � I a` 4- ................_....._.._._......... ...._...........__ 1 ............._..._...................._..................................... __....._— 3- .- -_ .... —a—__ .. ... 2 psi Q 261.3 gpm -- ' 1 3 i 1. _...........................-'—___._ _.._............._.__....._.___i.......................-__...._ +j— .......__...._—_ ........._............ r - Flow,9Pmr File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 13 ' r Job:PURITA WINERY Device Graphs Pressure Loss Function Design Area:1; BFP Ref.:146(Ames2000SS,Size-4);Inlet Node:28.1;Outlet Node:28-0 10-...------........_. _.__...._............{.----._._.._......._...---._—.__.................._..................._...... — -- i 9__.._.._.__..._—_._. .__._...._....w.�.__.__...._._...............„.._....._. ........._..._............................. __ ..... i ! 8- i y ..... ............................................................................_...................................................__..._....................... 0) 6 7 N !-..___.._,....._._.._.................................................................:.............._....."___........,...........__..__............_...._..__.........__ _. ..—.._ .... ...__... m � a 4 ..._........_._.-.,_.....__..._._._....... ._............._......_....._. ._....__............................_-.---......_................,._......._.___.._ 7- i.__..—._._.. ......_...._ ._- 2-pei @ 267:3.,9Pm. .. ... ._. ..... 2. Flowl9Pmn Pressure Loss Function Design Area:1; Valve Ref.:145(AV-1 Check,Size-4);Inlet Node:028-I;Outlet Node:028-0 i 7.9 1 7.4........_...._..._...................................._......................_.................................._—__._.............................._..._......._..._............. _._ 2.9-._.......................'—"'-._......__._......_............__.__._. .._............................................................................._............................... ' a 0) 2.4 0 y a � 3 1.4 ....__......_..........................................._.................................................._......_....................................._..—.._........................_......... .'---__.__ ..........._... _._..__ ...... ............. 0.9 ":'0.5'pai @ 261.3=9pm"" 0.4-—..........................................................................................................—_._.._........ Flow,gpm m e n File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 14 CALCULATION SUMMARY Project Name:PURITA WINERY Project Location: 5415 Old North Road Contract No.:S23.4805 City: Southold, NY 11971 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 (ftz) (gpm) (psi) (gpm/fftz) (psi) (gpm) # (gpm) (psi) 2 Demand(HW) ORDINARY(GROUP-1) 548.4 241.3 Required 0.162 7 14.8 6 150 35.2 22.2 File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Pagel + i HYDRAULIC CALCULATIONS for Job Information Project Name:PURITA WINERY Contract No.:S23.4805 City: Southold, NY 11971 Project Location: 5415 Old North Road Date:10/26/2023 Contractor Information Name of Contractor: SENTRY AUTOMATIC FIRE PROTECTION,INC. Address: 735 FLANDERS RD City: RIVERHEAD, NY 11901 Phone Number: 631-723-3095 E-mail:SALES@SENTRYNY.COM Name of Designer: MRL Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location STORAGE Occupancy Classification ORDINARY(GROUP-1) Density(gpm/ftz) 0.162 Area of Application(ftz) 548.4 Coverage per Sprinkler(ftz) 91.4 Number of Calculated Sprinklers 6 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 150 Total Water Required(incl.Hose Streams)(gpm) 241.3 Required Pressure at Source(psi) 22.2 Type of System Wet Volume-Entire System (gal) 396.4 gal Water Supply Information Date 07/20/2023 Location OLD NORTH RD 1st HYD W/O CR18 Source W1 Notes File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:PURITA WINERY Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hvdraulic Simplified) File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:PURITA WINERY Hydraulic Analysis for : 2 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 58 1812 35 Supply Analysis Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) Pressure re (gpm) (psi) W1 58 35 1812 57.4 241.3 22.2 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 150 Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) 150 Sprinklers Ovehead Sprinkler Flow(gpm) 91.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 91.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 22.2 W1 -Flow(gpm) 91.3 Demand w/o System Pump(s) N/A File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 4 Job:PURITA WINERY Hydraulic Analysis for : 2 0�,Supply }=System Demand-W Add.OuL Hose O Available AtSource 8 G mm v +EE: M� i I 57.4 psi Q 241.3 gpm a II i y 30IL 392 3 v __ —_� ._-. ___.I_..... D2 _ � y rA 131 _ 0 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 Flow,gpm File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:PURITA WINERY ' Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 58 S2 Supply point#2-Residual 1812 35 D1 Elevation Pressure 0 4.8 D2 System Demand 91.3 1 22.2 D3 System Demand+Add.Out.Hose 241.3 22.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 57.7 166.5 35.2 241.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psl1/2) (gpm/ft2) (gpm) (PSI) (gpm/ft2) (gpm) (psi) S17 Overhead 91.4 5.6 0.15 13.7 7 0.171 15.6 7.8 Sprinkler S18 Overhead 91.4 5.6 0.15 13.7 7 0.162 14.8 7 Sprinkler S19 Overhead 91.4 5.6 0.15 13.7 7 0.171 15.6 7.8 Sprinkler S20 Overhead 91.4 5.6 0.15 13.7 7 0.162 14.8 7 Sprinkler S21 Overhead 91.4 5.6 0.15 13.7 7 0.171 15.6 7.8 Sprinkler S22 Overhead 91.4 5.6 0.15 13.7 7 0.162 14.8 7 Sprinkler File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:PURITA WINERY 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 gpm/psl'/z gpm ftz psi psi ft gpm gpm/ft2 psi gpm S20 Overhead Sprinkler 5.6 14.8 91.4 7 7 14.16 HEAD Open 1.1 0:162 -4.8 13.7 S18 Overhead Sprinkler 5.6 14.8 91.4 7 7 14.16 HEAD Open 1.1 0.162 -4.8 13.7 S22 Overhead Sprinkler 5.6 14.8 91.4 7 7 14.16 HEAD Open 1.1 0.162 -4.8 13.7 S19 Overhead Sprinkler 5.6 15.6 91.4 7.8 7 10.36 HEAD Open 1.9 0.171 -3.2 13.7 S17 Overhead Sprinkler 5.6 15.6 91.4 7.8 7 10.36 HEAD Open 1.9 0.171 -3.2 13.7 S21 Overhead Sprinkler 5.6 15.6 91.4 7.8 7 10.36 HEAD Open 1.9 0.171 -3.2 13.7 011 Node 8 18.38 NODE -6.7 010 Node 8 18.38 NODE -6.7 012 Node 8 18.38 NODE -6.7 002 Node 8.1 18.38 NODE -6.7 032 Node 8.7 15.08 NODE -5.2 037 Node 8.7 15.08 NODE -5.2 025 Node 8.7 15.08 NODE -5.2 017-0 Node 11.8 10 NODE -3 017-I Node 14.2 10 NODE -3 020 Node 14.2 10 NODE -3 021 Node 15 11.42 NODE -3.6 026 Node 15.1 11.42 NODE -3.6 028-0 Node 15.2 11.42 NODE -3.6 028-I Node 15.3 11.42 NODE -3.6 28-0 Node 19.9 3 NODE 0 28-I Node 22.2 3 NODE 0 Wl Supply -91.3 22.2 3 SUPPLY 0 File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:PURITA WINERY 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/Psl'/z) (gPm) (in) (ft) (ft) (PSI) (PSI) S20 14.16 5.6 14.8 1lx(us.Tee-Br)=6.22 3.18 120 7 032 15.08 30.4 1.097 6.22 0.227 -0.4 9.39 2.1 032 15.08 0 1.5lx(us.Tee-Br)=9.84 5.69 120 8.7 011 18.38 30.4 1.68 2x(us.90)=9.84 19.68 0.0285 -1.4 25.37 0.7 O11 18.38 -12.4 4 9.67 120 8 012 18.38 18 4.26 0 0.0001 0 9.67 0 012 18.38 30.4 4lx(us.Tee-Br)=26.33 39.81 120 8 002 18.38 48.5 4.26 2x(us.90)=26.33 52.67 0.0007 0 92.48 0.1 002 18.38 42.9 4lx(us.90)=10 12.16 120 8.1 017-0 10 91.3 4.026 10 0.0031 3.6 22.16 0.1 017-0 10 0 4 0.5 11.8 Ames2000SS 017-I 10 91.3 0 0 4.7358 0 *** 0.5 2.4 017-I 10 0 4lx(us.90)=10 18.12 120 14.2 020 10 91.3 4.026 10 0.0031 0 28.12 0.1 020 10 0 1.5 lx(us.90)=4.92 1.42 120 14.2 021 11.42 91.3 1.68 4.92 0.2179 -0.6 6.34 1.4 021 11.42 0 4lx(us.90)=10 26.94 120 15 026 11.42 91.3 4.026 10 0.0031 0 36.94 0.1 026 11.42 0 4 32.29 120 15.1 028-0 11.42 91.3 4.26 0 0.0023 0 32.29 0.1 028-0 11.42 0 4 1.08 15.2 AV-1 Check 028-I 11.42 91.3 0 0 0.1074 0 *** 1.08 0.1 028-I 11.42 0 4 5x(us.90)=65.84 317.29 120 15.3 28-0 3 91.3 4.26 65.84 0.0023 3.6 383.13 0.9 28-0 3 0 4 0.5 19.9 Ames2000SS 28-I 3 91.3 0 0 4.7358 0 *** 0.5 2.4 28-I 3 0 4 5 120 22.2 W1 3 91.3 4.26 0 0.0023 0 5 0.0 S18 14.16 5.6 14.8 11x(us.Tee-Br)=6.22 3.18 120 7 037 15.08 30.4 1.097 6.22 0.227 -0.4 9.39 2.1 037 15.08 0 1.5lx(us.Tee-Br)=9.84 5.69 120 8.7 010 18.38 30.4 1.68 2x(us.90)=9.84 19.68 0.0285 -1.4 25.37 0.7 O10 18.38 12.4 4lx(us.Tee-Br)=26.33 64.47 120 8 002 18.38 42.9 4.26 2x(us.90)=26.33 52.67 0.0006 0 117.14 0.1 S22 14.16 5.6 14.8 1 lx(us.Tee-Br)=6.22 3.18 120 7 025 15.08 30.4 1.097 6.22 0.227 -0.4 9.39 2.1 ©2006 National Fire Protection Association Page 8 'Job name:PURITA WINERY 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/Psl'/z) (gPm) (in) (ft) (ft) (Psi) (psi) 025 15.08 0 1.51x(us.Tee-Br)=9.84 5.69 120 8.7 012 18.38 30.4 1.68 2x(us.90)=9.84 19.68 0.0285 -1.4 25.37 0.7 S19 10.36 5.6 15.6 1 13.01 120 7.8 S20 14.16 5.6 15.6 1.097 0 0.066 -1.6 13.01 0.9 S17 10.36 5.6 15.6 1 13.01 120 7.8 S18 14.16 5.6 15.6 1.097 0 0.066 -1.6 13.01 0.9 S21 10.36 5.6 15.6 1 13.01 120 7.8 S22 14.16 5.6 15.6 1.097 0 0.066 -1.6 13.01 0.9 011 18.38 0 4 9.66 120 8 010 18.38 12.4 4.26 0 0.0001 0 9.66 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 9 Job:PURITA WINERY Device Grapho . Pressure vs.Flow Function Design Area:2; Supply Ref.:W1; Supply Name:W1 1 3 co-—-- --�- i — ------ i i st' i iii � j .� an .................._�...._._.........._....._I .__...................................._.—................................-......_....—'—--......... ...........'--._......_._......................................_.._........__..—......._..._.. o` xs i i is i lo- 5 i 0 � a Flow,gpm Pressure Loss Function Design Area:2; BFP Ref.:144(Ames20DOSS,Size=4);Inlet Node:017-I;Outlet Node:017-0 I I to I i I x i I 7 N ........................._. _..._....._....—.____—__—.—._. _.._.._......__........ a` i x 2.4 psi®91.3 gprtl I .. .. FIow19Pm.. File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 10 dob:PURITA WINERY Device Graphs Pressure Loss Function Design Area:2; BFP Ref.:146(Ame92000SS,Size=4); Inlet Node:284;Outlet Node:28-0 I io — — i i — - i N a` r 4-" .2.4 psi @.91.3 9pm.: 1 ~ Flow,gpm« h e « Pressure Loss Function Design Area:2; Valve Ref.:145(AV-1 Check,Size=4);Inlet Node:028-1;Outlet Node:028-0 i 0.4 -- ------ -- -- ( q 2.9 6 7 N M t.4 — I i 3 0.4-- 0.1 psi-@ 91.8,gpm ............................... �.-. Flow,gpm e File:S23.4805-5415 Old North Rd-R1.dwg Date 10/27/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 11 FIRE SPRINKLER HEAD LEGEND � ° asco BULB ® ANTI-FREEZE Threads wTHPTHREAos SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL SYSTEM ` CEILING v The sprinkler system in this bukting Is made up UPRIGHT PINS 3 SIDE BRASS 155 5.60 3/4" RA5314 RASCO F3-56 of one or more systems oontaining an anti-freeze solution for protection against freezing. Wrench Flat j DEFLECTOR IN 18 PEND BRASS 155 5.60 1 /2" RA1414 RASCO F1 FR56 Type of AM-Freeze: GLYCEROL TA U DROPPED POSITION OA 10 UPR BRASS 212 5.60 1 /2" R1025 RASCO G-56SR Manufacturer. NOBLE COMPANY � DEFLECTOR Cap/Seal RETAINER WITH TredensmeaBrend: FF-ELIMINATOR 1330 Assembly DRY SIDEWALL �THREAD DIMPLES OA 10 PEND BRASS 165 5.60 1 /2" RA3415 RASCO G5-56QR Solution Concentration: 100%-PREMIXED% Glass Bulb � ° RASCO 22 PEND BRASS 1200 5.60 1 /2" RA1414 RASCO F1 FR56 System Volume: 98.35 gallons (3 mm) Protected to: .20 -L$ degrees(F/C) Locatian: I WHOLE SYSTEM Deflector CONCEALED L00VER PLATE = PIPE DROP Upper Level = BRANCH PIPING Lcoad Screw PENDANT -- CONCEALED SPRINKLER ASSEMBLY ° 11 PENDANT UPRIGHT T = PIPE RISER = MAIN PIPING ANTI-FREEZE SYSTEM PLACARD n -�14 -- i -- APPROVED AS NOTED 4 4 4 4 4 /4-7'2 8-4 8-4 / i I 8- ' a- A Named 2 A Aria:548.46 COVERED I I I I I � FEE 7NTR"r DANa e: 1 A ea: 10� S S2 010 / 51 r-� NOTIFY FIRE MARSHAL AT 631-765-1802 S1 "] FOR THE FOLLOWING INSPECTIONS: o 7 18 S17 1. ROUGH INSPECTION 2.58 1 1 z -, ,1 1 2. COMPLIANCE TESTING I 1 2.58 58 1 I I 62. 1 3-0', 12-s, Up ENTRY 1 0 10 5 I 7.0 91..4 2 9s 3. FINAL INSPECTION 18-4'2] i OR,, SE 91E I_ I 7.0 7•0 ALL WORK SHALL COMPLY WITH NYS CODES AND APPLICABLE NFPA T 5 TZI:;,:) 0 STANDARDS I II I II r----, -------1 ------ ------ 8'-6"] S8 S7 S6 I I S5 I I I I o 011 r� I I I I I I 7'-6'] n I 20 - 27-4] 27-4] 2 - _q] 51 7'-s" 5658 1 2..58 1 62. 1 62.58 1 0 S20 �19 5.6 - 'Z� -o'z ,z15'z IR liqra 6 6 10 6 0 5T0'-0'� 7.0 I •0 7.0 I 7.0 1 z "� L--- I 91.4 91.4 2 5.6 5.6 PERMITS REQUIRED )A A s12 I 1s11 s10 1 1 9 7.0 7.0 25-612] ,i 25-6�z 2 �12] ' � +25-61z3 62.58 1 .58 1 62.58 I I 62.58 1 5.0 o 5.6 1 1 io Fire Alarm System �' I I jj 1 Fire Sprinkler System MENS I I I ( 012 WO EN T T TOILET 1 1 0 5 s2z 51 ] s21 Fixed Suppression O I LE 816 I Is15 s14 I I s1 System j A A FILL o I I 1 t z 12-5's L--- [+14'-0' [+18'-0' +14'-0'] 021 _ [+8'- g, 0 n I I r 91A 2 91.4 26 0 _ g--6"] U� r 62.5� 1 2.58 1 2.58 t 52.58 1 Hood and Duct -5"] 10'] DRAIN 4 5.6 1 1 8 5.6 ( I 15.6 5 5.6 4 4 4 4 4 4 4 °° u7 '7 - "� 0 7.0 1' 9-0 z 7-4 0-0 z 5-Ta z 4-10 V z -2 001 �6n15 11 014 4'-0"] 18'-0"] 14'-0"] 1+8'-6' I 1 +8'-6 1EXPAW I 4 4 4 4 TANK Z4412 Z. 8-4 - O E BACKFL WITH r_ a o CONTR( L VALVES a A A FIRE CODE ee% FIRE INSPECTION- - REQUIRED ErE`3RE ALL CONSTRUCTION SH�Lll_ TA5T N0 ROOD T P jo T�S� V v.e- MEET THE REQUIREMENTS OFTHE OPENING L--- CW;$07 NEW YORK STATE. A A Only close control valve FIRE SPRINKLER GENERAL NOTES: (NFPA13) when conducting forward --- O O flow test of backflow Fill cup or filling I preventer connection I = 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND RISER MANIFOLD W! SHALL CONFORM TO NFPA 13,2016 AND NYS FIRE&BLDG CODE ELEC.BELL Backflow preventer IL___ 2020,AND ALL APPLICABLE LOCAL ORDINANCES. (1)DRAIN AND TEST(ITV) with control valves 2. THE INSTALLATION,COMPONENTS,SIZING,SPACING,LOCATION, (2)FLOW SWITCH (3)PRESSURE GAUGE Water POSITION AND TYPE OF SYSTEMS CONFORM TO NFPA 13. i® Water� U 3. ONLY LISTED MATERIALS WILL BE USED. ` RAMP DOWN 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND i INJURY. z Means for conducting --- 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM forward flow test of Expansion OF 40 F.IN ALL AREAS OF WET PIPING. backflow preventer chamber 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE Drain CONDUCTED AS SPECIFIED IN NFPA 25. valve 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH 4"CV 22"SIAMESE FDC Heated area Unheated THE OCCUPANCY CLASSIFICATIONS OF NFPA 13 AND AS 4" 36"ABOVE GRADE area SPECIFIED ON PLANS. 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED REMOTE AS REQUIRED. PROTECTIVE TEST COCKS ANTIFREEZE LOOP 9. PIPING SPECIFICATIONS,SYSTEM TEST PIPES,PROTECTION 4"RPZ ENCLOSURE AGAINST CORROSION,DRAINAGE FITTINGS,VALVES,HANGERS, /BALL VALVES T AST N4' E�A F GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13. (LEAD FREE) 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. „ 11 5 (REQUIRED FOR EACH TEMPERATURE RATING). 4 I MECH. 11.SPACING,LOCATION AND POSITION OF SPRINKLER HEAD WILL ROOM 12 MIN. ? GIv+oe 30" MAX. BE IN ACCORDANCE WITH CHAPTER 8. 12.MINIMUM CLEARANCE OF SPRINKLER DEFLECTOR TO CEILING AS L--- m m PER CHAPTER 8. pF N E I'✓ y 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS TO SERVICE ��t, 4"FDC REQUIRED BY NFPA 13. SECTION OF FIRE SERVICE ��' � S. C OHOp o� �n� 14.PROVIDE DRAINS AND PITCH AS REQUIRED. 4"CV - - 15. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. E 4"MANIFOLD 16. ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE s , ELEC.BELL o RISER O SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y.OR ' APPROVED INDICATOR TYPE. j 1 I ~ 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. 0��0F"SS,4�PN, 4 o 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE E PIPE OR TUBE INVOLVED IN ACCORDANCE WITH NFPA 13. 8 8 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING F. I SYSTEM PIPING BY PROVIDING FLUSHING CONNECTION AS S TAMPING AREA �______ I �----_ L------J REQUIRED. 3 0j 20.SPRINKLER HEADS SHALL BE AN APPROVED TYPE AS REQUIRED PURITA WINERY 27 BY NFPA13. W ET° SENTRY 21.TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 5415 Old North Road N REQUIREMENTS. 0 AUTOMATIC FIRE 3-01 22.MINIMUM CLEARANCE OF 18"BELOW SPRINKLER DEFECTOR ARE CL SOUthOld, NY 11971 )= PROTECTION INC. TO BE MAINTAINED. o 23.UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, W v N 735 FLANDERS RD 28 BLOCKING AND CLAMPING AS PER NFPA 24 REQUIREMENTS. -1 FIRE SPRINKLER C� . FLANDERS, NY 11901 -- C 1- FlRE vaa� � 24.CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. W1 T 1st FLOOR FIRE SPRINKLER PLAN 25.ALL REQUIRED SIGNS ARE TOBEPROVIDED, #(631)72 3-3095 �� �r 26.SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING N0. REVISIONS DATE BY FILE S23,4805 SCALE SCALE: 1/4 = 1 -0 FIRE ALARM SYSTEM INCLUDING ELECTRIC BELL BY ALARM 1 Added Heads to Ent & Storage 10 26 2 MRL 5415 Old North Road.dW AS NOTED s COMPANY. DRAWN CHEKED PROJECT 27.PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. 28."CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE BY MRIL BY RM S 23.4805 SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE INSTALLATION. DATE ,AUGUST 2023 DWG. S P-1 . ly, '.1 u F a 1'. ;a ! { FIRE FLOW DATABASE lABLE4 Suffolk COU ty-woa qr Auihorlty M�dra>jt Record LIRE DISTRICT � •;e,a'AFLt�Yr,_,....�..m,.t:,s'weCu..:-..-.a.w x..waa.e.•u-.wr.wv+ww PRESS HYL) If PRESS HYD LOCATION `( 4t.' •,, r $20134001 'D NORTH ROAD 1ST HYD W/O CH tH 11.k SIAIIC PSi j DA1E r 58 .. ... 1/20/2023 Ri SID P`L TIME OF DAY 354_ I 11*00:00 AM ;-LOW HYUi....._.._." ;FLOW HYD LOCATIO'. ' 820134002 i OLD NORTH ROAD 2ND HYD W/O CR 18 0.75 1 l�r�t NOZZt SIZE._ PITOTIi1_ � P1TOT#2� PM FLOW~ .J iFLOW"@"20PS1 1 4.5 �16 _._.__..J .._.---- I- 1812T_._.1 i_ 2377 _. _ �." 'GPM FLOW 1 GPAtI —j SPEAK A01U57ED 5TATIC PSI M' iA01USTEDFLOW E ITS 541S OLD NORTH ROAD hr:ot� n 4 50165964 ► of ► t Bulletin 014 Rev. P co R Model F1 FR Series R,el b le, Quick Response Glass Bulb Sprinklers Model F1 FR56 Sprinkler Types Standard Spray Upright ¢° Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent ,; q Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/F1/F2 Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 Recessed Sprinkler Types ! =Standard Spray Pendent ' e, Model F1 FR56L L&F1 FR42LL Low Lead Spllinlder Recessed Concealed Recessed T Horizontal Sidewall Pendent Pendent/FP Types Standard Spray Pendent with less than 0.25% Lead - Content r+ w N Listing &Approvals v� The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and approvals applicable to each sprin- Pendent F1/F2 kler. Product Description , 1. Underwriters Laboratories Inc. and Certified for Reliable Model F1 FR series sprinklers Canada(cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) are quick-response automatic sprin klers with a glass bulb thermal element. 3. Loss Prevention Certification Board (LPCB)4. VdS Schadenverhutung GmbH (VdS) Model F1FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed to NSF/ANSI Standard 61 Annex G (ULH) sprinkler which is an Old-style/Conven- Pendent FP 6. EC Certificate; 0786-CPD-40239 (RA1414), 0786- tional sprinkler. The Model F1 FR Series automatic sprinklers utilize a 3.0 CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) mm frangible glass bulb.These sprinklers have demonstrat- (EC) ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers. This quick Sprinklers,Automatic&Open (VNIV) response enables the Model F1 FR Series sprinklers to apply Quick Response Sprinkler water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands, forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended opening the waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response, glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1,Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig.4 or Fig.5, as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler. Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig.2, provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm) or 5/8-inch (8mm)of cover cover plate adjustment. In addition,a low profile Model CCP adjustment. Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm) of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1 FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model RC1 wrench is used to engage the sprinkler wrenching Application surfaces and to install the sprinkler in the fitting. Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed.When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place.Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand.Do not use tools to remove bulb protectors, which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity:Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414& RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval US Metric inches mm inches. mm Model Diameter Orientation Height Wrench SIN and Notes Approvals Pendent 2.25 57 D or W2 RA14111 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA14111 cULus 2 Upright 2.25 57 D or W2 RA1 4211 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA14181 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D or W2 RA1413 cULus 2 F1FR42 4.2 . 60 •7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 Fi FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH 171 FRXLH Pendent 2.25 57 D or W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 D or W2 RA1423 cULus 1,2 Pendent 2.25 57 D or W2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 cULus,FM, 1,2,3,4 �LIPCB,VdS,EC FlFR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA14141 cULus,VdS,EC 5,6 Upright 2.25 57 D or W2 RA1425 cULus,FM, 1,2,3,4 ILPCB,VdS, EC "Conventional 2 25 57 D or W2 RA1475 LPCB,VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 D or W2 RA1415 cULus,ULH 1 Fi FR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus,ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 D or W2 RA1435 cULus,FM 1,2,3,7 F1 FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall F1 FR56 5.6 80 1/2 15 Vertical Sidewall 2 25 57 RA1485 cULus,FM, 1,2,3,9 (Pendent or Upright) D or W2 LPCB (')cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (8)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155OF(68°C)temperature rated sprinklers only.VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-Inch(12.7mm)adjustment Model CCP cover plate only. (6)Model F1 FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12,7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (')cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm). FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100°F(38°C)Max.Ambient 150°F(65°C)Max.Ambient 225°F(107°C)Max. Model Temp. Temp. Ambient Temp. Orientation 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp.R Ing Temp.Rating Temp.Rating Temp. Rating Rating Orange Bulb Red Bulb I Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus FlFR42LL Pendent -- cULus, ULH -- Recessed Pendent -- cULus, ULH -- Pendent cULus F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus FM, LPCB,VdS,EC Recessed Pendent cULus;FM,LPCB,VdS,EC -- F1FR56 Concealed Pendent* cULus cULus,VdS,EC I cULus Upright cULus, FM,LPCB,VdS, EC "Conventional LPCB,VdS, EC Pendent or Upright)" Pendent -- cULus, ULH -- FiFR56LL Recessed Pendent -- cULus,ULH -- Concealed Pendent* -- cULus, ULH -- Horizontal Sidewall cULus FM F1 FR56 Recessed Horizontal cULus,FM -- Sidewall rFlFR56 Vertical Sidewall(Pen- cULus,FM, LPCB dent or U ri ht * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F(74°C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig.1 &3) (Fig.1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment FlFR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 FIFR56 Recessed Pendent cULus, LPCB,VdS, cULus,FM, LPCB, cULus,VdS, EC RA1414 EC VdS, EC FIFR56LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4. 2 1/4"HOLE DIA. [57.2mm] 1 15/16"DIA [49.2mmJ l" X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ / FACE OF FITTING TO FACE OF CEILING DIMENSION II I II F1 ESCUTCHEON II — II AT MAXIMUM RECESS — 1'T25.4mm] t17T��F ESCUTCHEON L J AT MINIMUM RECESS = 3/8'T9.5mmJ 1 F2 ESCUTCHEON 3/4'Ti9mm] AT MAXIMUM RECESS = 3/4'[19mm) ADJUSTMENT ® AT MINIMUM RECESS = 3/8'[9.5mm] F2 ESCUTCHEON 1/2[12.7mm) F1 ESCUTCHEON ADJUSTMENT I 1/6e AT MAXIMUM RECESS = 7/8'[22.2mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'[28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm) 2 27/a2"DIA. [72.2mmJ Ig, Model F1 FR56,F1 FR561-1-,F1 FR42,F1 FR40,F1 FR421-1-,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon 1" X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 I 2 5/16" DIA. [58.7mm] CUP L J CEILING FACE OF FITTING 033vu TO FACE OF CEILING DIMENSION _ AT MAXIMUM RECESS = 1-1/2[38mm] AT MINIMUM RECESS = 1[25.4mm] I AT MAXIMUM RECESS = 9/16'[14.3mm] WT 12.7mm] AT MINIMUM RECESS = 1'T25.4mm] ADJUSTMENT 3 1/4" DIA. [82.6mm] Fig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] AT MIN/MUM RECESS = 3/8'[9.5mm] Fl ESCUTCHEON F2 ESCUTCHEON AT MAX/MUM RECESS = 1-3/8'T34.9mm] AT MAX/MUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2—V 16'T52.4mm] AT MIN/MUM RECESS = 3/8'[9.5mmJ F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mmJ 2 114" HOLE DIA. 1�8„ AT MINIMUM RECESS = 2—V16'T52.4mm] [57.2mmJ [3.2mm] 1" X 112" REDUCER nI —i 111 1 15116" DIA., jl!q [101.6mm 304.8mm] [49.2mm] 2 27/32" DIA. CEILING TO nm [72.2mm] DEFLECTOR ,I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. F1 ESCUTCHEON 3/4'T 19mm] ADJUSTMENT F2 ESCUTCHEON 1/2[12.7mmJ ADJUSTMENT orvmg RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon 1" x 112" REDUCING TEE OR ELBOW TF — — — --------+-------- ------ 2 518 DIA. 2 5116 DIA — HOLE IN CEILING L_ J CUP 00 du 1 112" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING I 1/2" MAX. 15116" COVER ADJUSTMENT j COVER PLATE ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. I" x 112" REDUCING TEE OR ELBOW -------- _, � �_ ---2 5/8" DIA. 2 5/16" DIA — I HOLE IN CEILING L_ J CUP i 09 V 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING Z�� I �;;;;;;; DIMENSION CEILING I 5/16" MAX. 3/4" COVER ADJUSTMENT 1� l COVER PLATE— ASSEMBLY 3 5116" DIA. SPRINKLER CONCEALED, 5/16" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/171 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.Omm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1 FIR Series sprinklers should be inspected and Frame: DZR Brass,OM Brass,or Low Lead Brass the sprinkler system maintained in accordance with NFPA 25.Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 220,260,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming.Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way. Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes (1) Standard Finishes Sprinkler Escutcheon Cover late0) Ordering Information Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated 14%5X) White Painted [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] S ecial Application Finishes Sprinkler Escutcheon Cover plateM 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bright Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(') PTFE [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brass(3) Bright Brass Black Plating 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Plated Black Plated Black Paint Black Paint(2)(e) Black Paint Off White 4. Sprinkler Temperature Rating: [135OF (570C)][155°F Off White(2)(6) Off White Satin Chrome (68-C)][175°F(790C)][200°F(93°C)][286°F(141°C)] Chrome Dull Chrome Dull 1 5. Sprinkler Finish (')Other finishes and colors are available on special order. Consult the 6. Escutcheon Model: [F1][F2][FP] factory for details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing.Coverplate custom paint Is semi-gloss, 7. Escutcheon Finish (where applicable) unless specified otherwise, 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12.7mm) adjustment][low profile CCP 5/16-inch (3) 200°F(93°C)maximum.(4) cULus listed 'corrosion resistance" applies to SIN Numbers RA1435 (B.Omm) adjustment] (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [1350F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][1 650F (74°C) other polyester colors is available upon request, for use with Intermediate Temperature sprinklers] (5) FM Approvals finish as"Polyester coated"applies to SIN Number 10. Cover late Finish RA1414,RA1435 and RA1425 in standard black or white. p (6)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the (7)cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable. . . For Complete. Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors e Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published.Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been.protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. � Recycled (800)431-1588 Sales Offices Paper Relle labi (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/17 P/N 9999970300 Bulletin 034 Rev.G March 2018 Reliable Model G5 Series Sprinklers Standard Coverage,Concealed Pendent Available with Solid,Perforated,or Gasket Cover Plate K2.8,4.2,5.6,&8.0(40,60,80,&115 metric) Features • Flat concealed cover plate available solid or perforated in a variety of finishes. NO% ON • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. • Cover plate available with optional gasket. aL Product Description Model G5 Cover Plate Model G5 Cover Plate P (Solid) (Perforated) Model G5 series sprinklers are standard coverage, flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets. The sprinklers are offered with a standard Model G5 " < Aa Q cover plate(solid or perforated),a Model G5 cover plate with a ,= Quick-response(QR) gasket, or a Model G5 cover plate with a Standard-response(SR)gasket. Model G5 sprinklers must only be used with the Model G5 cover plate listed or approved with " 1 the sprinkler. All Model G5 series sprinklers use a fusible-link operating element. Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval in- Model G5 QR Gasket Model G5 SR Gasket formation for each sprinkler and cover plate combination. Cover Plate Cover Plate Model G5 Series Sprinkler Cover Plates Model G5 Series Sprinkler Summary K-Factor Listings Max.Working Sprinkler Sprinkler gpm/psi112 Cover Plate and Sensitivity Pressure Identification Model (Urnin/bar"I Model Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 2.8 FM SR(40) G5 QR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR 4.2 G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR G5 cULus QR 250(17) FM, LPCB,VdS, CE SR 175(12) G5-56 5.6 G5 QR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) 5.6 G5 G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR 8.0 G5 G5-80 (a15) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com Model G5-28 Standard Coverage,Concealed Pendent Sprinkler SIN RA3411 Technical Specifications Sprinkler Temperature Ratings °F(74°C) Style:Flat Concealed Pendent 165 ,x £ Threads:1/2"NPT or ISO 7-1 R1/2 212°F(100°C) " Nominal K-Factor:2.8 40 metric)) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket(cULus only) Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy " Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table 1) Towers-Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max, °--- I .....,. 3/16"(5 mm) Deflector(retracted) Cover Plate Adjustment ....... Pin(extended) Deflector(extended)- _-���---_�' Model G5 Cover Plate 3-5/16"(84 mm)Dia, Vf Ceiling Model G5-28 Sprinkler Sensitivity Cover Plate Model Listing or Approval Agency cULus FM G5 QR SR 7 G5 QR Gasket QR -- G5 SR Gasket SR SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G Page 2 of 9 March 2018 �� www.rellablesprinkler.com Model G5-42 Standard Coverage, Concealed Pendent Sprinkler SIN RA341.': Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) Threads:1/2"NPT or ISO 7-1 111/2 212°F(100°C) Nominal K-Factor:4.2(60 metric) Sensitivity ' Max.Working Pressure:175 psi(12 bar) (See Table C) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) A a- Sprinkler Body:Brass Alloy Model G5 QR Gasket ,' Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE (See Table I) Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link ;I ;; 3/4"(19 mm)Max. Deflector(retracted) Cover Plate Adjustment ;;;;;;; 3116"(5 mm) Pin(extended) -- Deflector(extended) --�_-��--_ Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Rev.G Page 3 of 9 March 2018 www.rellablesprinkler.com Model G5-56 Standard Coverage,Concealed Pendent Sprinkler SIN RA3415 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) � Threads:1/2"NPT or ISO 7-1 R1/2 212OF(100°C)(cULus,FM,LPCB,CE only) Nominal K-Factor:5,6(80 metric) Sensitivity Max.Working Pressure: (See Table D) 175 psi(12 bar) Cover Plates ' 250 psi(17 bar)(cULus only) Model G5(Solid or Perforated) Material Specifications Model G5 QR Gasket(cULus only) Fusible Link:Beryllium Nickel Model G5 SR Gasket(cULus and FM only) Sprinkler Body:Brass Alloy Cover Plate Finishes Levers:Bronze Alloy (See Table 1) Yoke:Brass Alloy Sealing washer:Nickel with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model FC Towers:Copper Alloy Listings and Approvals Pins:Stainless Steel cULus Listed(Light&Ordinary Hazard only) - ° Deflector:Bronze Alloy FM Approved '54 ''� c ' Cup:Steel LPCB Approved VdS Approved[165°F(74°C)only] CE Listed Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max, $---- 3/16"(5 mm) Deflector(retracted) ;; Cover Plate Adjustment Pin(extended) Deflector(extended)---- ' 01 Model G5 Cover Plate 3-5/16"(84 mm)Dia, VCeiling Model G5-56 Sensitivity Listing or Approval Agency Cover Plate Model cULus FM LPCB,VdS,CE G5 QR SR SR G5 QR Gasket QR -- G5 SR Gasket SR SR - QR: Quick-response SR:Standard-response Bulletin 034 Rev,G Page 4 of 9 March 2018 a a www.rellablesprinkler.com Model11 Standard Coverage,Concealed Pendent Sprinkler41 Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) � ' Threads:1/2"NPT or ISO 7-1 131/2 212°F(100°C) r Nominal K-Factor.5.6(80 metric) Sensitivity Max.Working Pressure:300 psi(21 bar) (See Table E) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 QR Gasket Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Cover Plate Finishes Sealing washer:Nickel with PTFE .� , (See Table I) Load Screw:Bronze Alloy � o, Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia, Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. `-- Deflector(retracted) 1 Cover Plate Adjustment 3/16"(5 mm) ....... Pin(extended) Deflector(extended) _ ' Model G5 Cover Plate 3-5/16"(84 mm)Dia, Ceiling Model G5-56 300 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR: Quick-response SR: Standard-response Bulletin 034 Rev.G Page 5 of 9 March 2018 www.rellablesprinkler.com Model G5 :1 Standard Coverage,Concealed Pendent Sprinkler SIN RA3412 Technical Specifications Sprinkler Temperature Ratings ,Ro Style:Flat Concealed Pendent 165°F(74°C) AAAl " Threads:3/4"NPT or ISO 7-1 R3/4 212°F(100°C) Nominal K-Factor:8.0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table F) Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 OR Gasket = Levers:Bronze Alloy Model G5 SR Gasket Yoke:Brass Alloy Sealing washer:Nickel with PTFE Cover Plate Finishes Load Screw:Bronze Alloy (See Table I) I N4 Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC Deflector:Bronze Alloy Listings and Approvals ". Cup:Steel cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link 3/4"(19 mm)Max. 3/16"(5 mm) "Deflector(retracted)�; ;; Cover Plate Adjustment Pin(extended) (extended) - Deflector " �� _ _ Model G6 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity Listing or Approval Agency Cover Plate Model cULus G5 OR G5 OR Gasket OR G5 SR Gasket SR QR: Quick-response SR:Standard-response Bulletin 034 Rev,G Page 6 of 9 March 2018 nellabld www.reliablesprinkler.com Model :1Standard Coverage,Concealed Pendent Sprinkler SIN RA3411, Technical Specifications Sprinkler Temperature Ratings Style:Flat Concealed Pendent 165°F(74°C) ; Threads:3/4"NPT or ISO 7-1 133/4 212°F(100°C) a Nominal K-Factor:8,0(115 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Standard Response r Material Specifications Cover Plates Fusible Link:Beryllium Nickel Model G5(Solid or Perforated) Sprinkler Body:Brass Alloy Model G5 SR Gasket Levers:Bronze Alloy Cover Plate Finishes Yoke:Brass Alloy (See Table 1) Sealing washer:Nickel with PTFE Load Screw:Bronze Alloy Sprinkler Wrench Towers:Copper Alloy Model FC "- Pins:Stainless Steel Listings and Approvals Deflector:Stainless Steel FM Approved Cup:Steel Model G5-80F Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... Fusible Link ;; ;j 3/4"(19 mm)Max. Deflector(retracted) i i Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended) -��. Model G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity 1711-all Listing or Approval Agency Cover Plate Model FM G5 SR G5 SR Gasket SR SR:Standard-response Bulletin 034 Rev.G Page 7 www,rellablespr n9 er.o f March 2018 m Installation Dimensions and Cover Plate Information Min.to Max. Min.to Max. Cover Plate Recommended Cover Plate Face of Fitting Dropped Cover Plate Cover Plate Diameter Hole Diameter Adjustment to Deflector Temperature Model Inch in Ceiling Inch Ceiling(') Distance Rating (mm) Inch (mm) Inch below Ceiling OF (mm) (mm) Inch (°C) mm G5(2) 3-5/16 (84) 1350F(4) G5 QR Gasket(3) 3-11115 (57°C) (94) 2-5/8 3/4 1-1/2 t0 2-1/4 1/4 t0 1 Or (67) (19) (38 to 57) (6 to 25) G5 SR Gasket(3) 4 1650F(s) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2'x 112' brass nipple extension(Reliable P/N 6999991900) is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 cover plates are available either solid or perforated. 3. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket. Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 4. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100OF(38°C). 5. For use with 212OF(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150OF(660C). Cover Plate Finishes(') . 9 . Notes: Standard Finishes Special Application Finishes 1. Paint or any other coating applied over the factory finish will void White Paint Off-White Paint all approvals and warranties. Gaskets for Model G5 QR Gasket Chrome Black Paint and Model G5 SR Gasket cover plates are only available in white. Custom Color Paint—Specify(z) Raw Brass(Lacquered) 2. Custom color paint is semi-gloss unless specified otherwise. Bright Brass Finished Bronze 3. Stainless steel clad cover plates are Type 316 Stainless Steel on Black Plated the finished side and C102 Copper Alloy on the back side.Cover Satin Chrome Stainless Steel Clad(3) plates are not listed or approved as corrosion resistant.Stainless steel clad cover plates are not available perforated. Application Listing &Approval Agencies Model G5 series sprinklers are standard coverage,flat plate Individual Model G5 series sprinkler may be listed or ap- concealed pendent sprinklers.The sprinklers are intended for proved by the following agencies: use in accordance with NFPA 13 and FM Global Property Loss Underwriters Laboratories, Inc.and UL Canada(cULus) Prevention Data Sheets, as well as the requirements of the Listing Category: Sprinklers,Automatic and Open applicable approval agencies. Guide Number:VNIV Model G5 series sprinklers are available as either Quick-re- FM Approvals(FM) sponse(QR)or Standard-response(SR)depending on the 0Loss Prevention Certification Board(LPCB) approval agency and cover plate selected. 0 VdS Schadenverhutung GmbH (VdS) Model G5 series sprinklers use Model G5 flat cover plates. EC-Certificate of Conformity 0832-CPD-2062(CE) Model G5 QR Gasket and G5 SR Gasket cover plates are See Table A and the individual sprinkler data sheets in this available to limit air and dust movement through the ceiling. Bulletin for listings and approvals applicable to each sprinkler. Bulletin 034 Rev.G Page 8 of 9 March 2018 Reliabld www,rellablesprinkler.com Installation Model G5 series sprinklers are intended to be installed in Install the cover plate by hand, turning the cover in the accordance with NFPA 13,FM Global Property Loss Prevention clockwise direction until it is tight against the ceiling.For Model Data Sheets, and the requirements of other applicable G5 QR Gasket and Model G5 SR Gasket cover plates, the authorities having jurisdiction. Model G5 series sprinklers must gasket should be attached to the flange of the cover plate skirt not be installed in ceilings with positive pressure in the space only. Do not glue the gasket in place or allow the gasket to above. overlap both the cover plate and the flange of the skirt. Model G5 series sprinklers are shipped with a protective cap Maintenance that should remain on the sprinkler until installed.The protective cap should be replaced following installation of the sprinkler and Reliable Model G5 series sprinkler should be inspected and permanently removed only when the cover plate is installed the sprinkler system maintained in accordance with NFPA and the sprinkler system is placed in service following 25, as well as the requirements of any Authorities Having construction. Jurisdiction. Model G5 series sprinkler are installed with the Model FC wrench. Prior to installation, sprinklers should remain in the original The useof anyotherwrench to installed Model G5series sprinklers cartons and packaging until used. This will minimize the is not permitted and may damage the sprinkler. Temporarily potential for damage to sprinklers that could cause improper remove the protective cap during installation of the sprinkler. operation or non-operation. Insert the Model FC wrench over the sprinkler until the wrench Do not clean sprinklers with soap and water,ammonia liquid or engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model FC wrench is designed any other cleaning fluids. Remove dust by gentle vacuuming to be turned with a standard 1/2" square drive. Tighten the without touching the sprinkler. sprinkler into the fitting after applying a PTFE based thread Replace any sprinkler or cover plate which has been painted sealant to the sprinkler's threads. Recommended installation (other than factory applied). Properly installed Model G5 torque is specified in Table J. cover plates will have an air gap that is required for proper operation,do not seal the gap or paint the cover plates. Model G5 series sprinklers have holes in the cup that must remain Installation Torque • • unobstructed. Recommended Replace any sprinkler which has been damaged. A stock Installation Torque of spare sprinklers should be maintained to allow quick re- Sprinkler Threads (min.—max.) placement of damaged or operated sprinklers. ft.lb N.m '/z"NPT or IS07-1 R1/2 8-18 1 Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. 3/a" NPT or IS07-1 R3/4 14-20 19-27 Do not exceed the maximum recommended torque. Exceeding Guarantee the maximum recommended torque may cause leakage or For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, impairment of the sprinkler.Use care when inserting or removing and conditions,visit www.reliablesprinkler.com. the wrench from the sprinkler to avoid damage to the sprinkler. Patents Model G5 series sprinklers may be covered by one or more of the following patents: U.S. Patent 6,554,077, U,S. Patent 7,275,603, U.S. Patent 8,776,903, U.S. Patent 9,248,327 Ordering Information Specify the following when ordering. Sprinkler t . • Model [G5-28] [G5-42] [G5-56] [G5-56 300] [G5-80] [G5-80F] • Temperature Rating [165°F(740C)] [212°F(100°C)] Model FC Wrench • Threads[NPT or ISO 7-1] Cover Plate • Model [G5 (Solid), G5 Perforated, G5 QR Gasket, G5 SR Gasket] N • Finish (See Table]) o rn Sprinkler Wrench rn • Model FC rn z o- Bulletin 034 Rev,G Page 9 of 9 March 2018 www.reliablesprinkler.com Bulletin 153 July 2023 ImIabld Model F3-56 Series Standard-Response Dry Sprinkler K-factor 5.6(80 metric) Features • Various trim options available • Sprinklers and trim available in a wide variety of standard and special application finishes • Listed corrosion resistant combinations of sprinkler and trim available Product Description Model F3-56 dry sprinklers are standard-response,standard coverage sprinklers with a nominal K-factor of 5.6(80 metric).Available in pendent,horizontal sidewall,and upright ,.. configurations, Model F3-56 dry sprinklers utilize a 5mm glass bulb ordinary,intermediate,or high temperature classification operating element. � Model F3-56 dry sprinklers are intended for installation on wet pipe,dry pipe,or preaction systems in accordance with NFPA 13, `r FM Property Loss Prevention Data Sheets,or other applicable installation standards. Model F3-56 dry sprinklers are available in a variety of trim options and finish combinations as shown on the following pages. The Reliable escutcheons and cover plates shown are the only escutcheons and cover plates listed for use with the sprinkler. The use of any other escutcheon or cover plate will void all = guarantees,warranty,listing,and approvals. ' Standard inlet fitting threads are 1" NPT or ISO7-Rl threads. Jt' An inlet fitting with 3/4"NPT or ISO7-R3/4 threads(cULus listed a only)is also available for select sprinklers for replacement of existing sprinklers. Table A provides a basic summary of Model F3-56 dry sprinklers. Additional technical information is provided on the following (Note: not all versions of sprinkler shown, please see pages 2 through 13) individual sprinkler pages. Sprinkler Summary „ K-Factor`; Max Working Sprisnkler pre Id@ntlllCati Model gpm/psi3 ; Approvalsssure, :' .r '' �� . n.�. , e ���� psi(bar)'x Number(SIN) F3-56 Dry Pendent 5.6(80) cULus, FM, LPCB,CE.VdS 175(12.0) R5314 cULus 250(17.2) F3-56 Dry Horizontal Sidewall 5.6(80) cULus, FM, LPCB,CE 175(12.0) R5334 cULus 250(17.2) F3-56 Dry Upright 5.6(80) cULus 175(12.0) R5324 *Note:Approvals may not apply to all trim,inlet thread,temperature,and/or finish combinations. See pages 2-11 for additional technical information. www.reliablesprinkler.com Model F3-56 Dry Pendent:Standard Escutcheon-SIN R5314 Dinien Inn pprovals 7 Ordinary 155-F(68-C) Red increments for 3/4" conn FIVI Note: Standard inlet fitting threads are 1^ NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Pendent Sprinkler:Standard Escutcheon Bronze Polished Stainless Bronze Laquered Brass System Fitting Chrom e Polished Stainless White Polyester(l) White Polyester Inlet Fitting Black Polyester(l) Black Polyester Custom Color Polyester(l) Custom Color Polyester W Dimension [54mm]Dia. Electroless Nickel PTFE(l)(5) Polished Stainless Hole in Ceiling Sprinider Can 1"[25mm) Wax(l)(2) Polished Stainless Escutcheon Escutcheon Adjustment Lead0) Polished Stainless 1/2"[12mm] Wax over Lead(l)(2) Polished Stainless Nominal / 1. ULusted as Corrosion Resistant. Escutcheon—�� f 2. Qeorvw�u�don ordinary»nmpo,�um��dspnnNom;bmwn Position / wax used nn intermediate temperature rated sprinklers. onmv 1ur[1emm] —] | 1-5m^ wax may ba used on high temperature rated sprinklers where the Escutcheon Adjustment [41mm] ambient temperature does not exceed 15O^F(66^[). u. Eauu�xuonuuu not oonyoonox�nmuimont|i�inon� 1urn:m� --' ~~��~� ----�-Nominal Protrusion 4. o�mm�ena|�o1nmnin|ouomae unless noted. ' o. pIVI Approved ao Corrosion Resistant. 3"V6mml_=� mA ' Note:The Sprinkler can protrudes 1/2^ (12mn)whnn escutcheon is in nominal position. Escutcheon ad- justment provides-1/2^(12mn)to+1^ (25mn)"A'dimension adjustment range. aui|vbn1s3 Page 2of1s JulyuOu5 Rollft Lid w^mmm|iob|vvphnNecoom mrin Ordinary 155-F(68-C) Red increments for 3/4 FIVI Note: Standard inlet fitting threads are 1^ NPTmIS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cUbusListe only). -'---' --56_-'. PendentSprinkler:_EscutcheonF Chrome Chrome White Polyester(l) White Polyester -1 System tee Inlet fiffing Black Polyester(l) Black Polyester | Custom Color PolyesteP Custom Color Polyester . .. Dimension_— ~1/2'[64 mm]Dia.Hole Electroless Nickel PTIFE(l)(5) Stainless Steel In Ceiling Wax(l)(2) Chrome Adjustmenutch Lead0) Stainless Steel ceflin Wax over Lead0 Stainless Steel ' 1-1w132=m] Notes: Nominal Position m 1. ULL�au0000nns�nm�m�n� Escutcheon � Crinider Can l wax u�donondina��mnen�umm$�uphnkem;bnmv | v�xused on intermediate u,mpvm�nenmadnphnNm a . anmv ,'rn -J Adjustment wax may bo used on high temperature rated sprinklers where the ambient temperature does not exceed 1so^F(se^C). Z m*=��m°"yn"n 3. Eoou�heonvdn not canyonnm�onp��am|inUngn. 4. Base mmaho|io cold m||odoo�|un|�ano�d. ,*""*�=�"�� 5. FIVI Approved ao Corrosion Resistant. m/Z' [8»mm] �~—s="m"eo"m"--� Note:The sprinkler can protrudes 11/4^when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(-12.7mm)to+1/2"(+1l7mm)"N'dimenoiun adjustment range. BuUoUn1sn Page uof1n Julyoouu vmww.m|iub|oophnNocoom ` connections or CE(2381-CPR-S2006) Intermediate N/A increments for 3/4" Note: Standard inlet fitting threads are 1^ NPT or IS07-R1. Inlet fitting is also available with 3/4" NPTand ISO-R3/4 threads for replacement of existing sprinklers(cULuo Listed only). -00 PF Model F3-56 Dry Pendent Sprinkler:FP Escutcheon COMDRYDET3 Bronze Brass AM Chrome Chrome White Polyester(2) White Polyester System Tee Black Polyester(2) Black Polyester Custom Color Polyester(2) Custom Color Polyester_ Inlet Fitting Electroless Nickel PTFE(2)(5) Stainless Steel | mwmws � 1. Cup for FP Recessed is unfinished galvanized steel except o|vmo- less nickel PTFE sprinklers which are provided with a stainless steel =°" p'""'v"'a. cup Hole in Ceiling 2. uL Listed aa Corrosion Resistant. Sprinider o. Escutcheons dv not carry corrosion resistant listings. 4. Base material is cold rolled steel unless noted. Escutcheon Adjustment Escutcheon 5. FIVI Approved an Corrosion Resistant. � ��[�emm]mom� womina|--/ | 8 Escutcheon Positio 114,[6mn0 | 3-7/32 / Escutcheon Adjustment [82mn]o/u --=� Note:Do not install the Model F3-56 Dry Pendent sprinkler with the Model FP escutcheon in ceilings which have positive pressure in the space above. Bulletin 153 Page 4of18 July2Ouu Relia d vmwmn,Uab|ouphnNvr.00m Model F3-56 Dry Pendent:CCP Cover Plate-SIN R5314 vad Ordinary 155-F(68-C) Red connections or CE(2381-CPR-S2006) Intermediate N/A increments for 3/4" 1 connections cULus High 286'F(141-C) Blue FM Note: Standard inlet fitting threads are 1^ NPTmIS07-R1. Inlet fitting is also available with 3/4" NPT and |SO-R3/4 threads for replacement of existing sprinklers(cULun Listed onk). Model F3-56 Dry Pendent Sprinkler:CCP Cover Plate COMDRYDET4 4-, White Polyester --- Chrome Bright Chrome Dull " L Unfinished Bronze Bronze Bright Brass Inlet Fitting Black Plate Custom Color ' ' Notes: "A"Dimension ~^~ p~^^'v~~ 1. Cup fbxooPConcealed is unfinished galvanized steel. Hole in Ceiling prin er up l Cover plates dp not carry corrosion resistant listings. Cover Plate Adjustment Cover Plate Assembly Nominal Cover [22 mm] Plate Position Cover Plate Adjustment 3-5/16" Note: Do not install the Model F3-56 Dry Pendent sprinkler with the Model CCP cover plate in ceilings which have positive pressure in the space above. ounm«in1su Page uof10 Ju|vuuo3 vmvwmUab|nnphnNocoum Model F3-56 Dry Pendent:F1 Escutcheon-SIN R5314 % "A hem ow- 77, Glass Buib Color ApprovalsKiSprnkler Guard on Ordinary 155-F(68-C) Red Th"to 48"(89mm cULus to 1219mm)in 1/4" FM (6mm)increments for 1" 175-F(79°C) Yellow LPCB connections or CE(2381-CPR-S2006) 31/2"to 36"(89mm to Intermediate UKCA(0832-UKCA-CPR-S5043) N/A 914mm)in 1/4"(6mm) 200-F(93-C) Green increments for 3/4" UK connections. cULus High 286-F(141°C) Blue FIVI Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Pendent Sprinkler:F1 Escutcheon Filriish -,EedOtdh COMDRYDET5 Bronze Brass 4 1.1 AT Chrome : Chrome r White Polyester(l) White Polyester System Tee Black Polyester(l) Black Polyester Custom Color Polyester(l) Custom Color Polyester InletFitting Electroless Nickel PTFE(l)(4) Stainless Steel 2-1/4"[57 mm]Dia. Notes: Hole in Ceiling 1. UL Listed as Corrosion Resistant. 2. Escutcheons do not carry corrosion resistant listings. "A7 Dimension 3. Base material is cold rolled steel unless noted. 4. FM Approved as Corrosion Resistant. Collar 1/4"[6 mm] Escutcheon Adjustment 1/8" Ceiling 13 mm] Nominal Escutcheon Position Escutcheon 1/4"[6 mm] Escutcheon Adjustment 2-27/32" [72 mm]Dia. Bulletin 153 Page 6 of 19 July 2023 Rel0able! www.reliablesprinkler.com Model F3 56 Dry Pendent:No Escutcheon SIN R5314 Order Dmensio ,- Temperature„ T®nFeratu,re Rating ". GlasssBulb Golor '",4 ''royals Sry Tinkle Goa"rii r" 141�111n1} � ..,.'',.raSSIfICatI00, ,'�,c� °F('G) 1 7 -�` 'a �� A.. ..b F max. �,a .�- ,a., iW . . �. Ordinary 155-F(68-C) Red �r 5"to 48"(127mm cULus r to 1219mm)in 1/4" FM (6mm)increments for 1" 175-F(79-C) Yellow LPCB F`. connections or CE(2381-CPR-S2006) 5"to 36"(127mm to Intermediate UKCA(0832-UKCA-CPR-S5043) N/A 914mm)in 1/4"(6mm) 200-F(93-C) Green increments for 3/4" connections. High 286°F(141°C) Blue c FM s � Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for place of existing sprinklers-(cULus Listed only). Model F3-56 Dry Pendent Sprinkler:No Escutcheon ' ,v a[ab�eFmishes Na Escut heon �� � S rtn ter ___ �z----- -----r� Bronze ----n�-- - -- --- rr —ri L i Y� r---r,�i t u Chrome Mill I c nnu i i oi��ri � q ri �i�i�i i i � 0111"j3 t `�----�� r Ig Fitting { Inlet Fitting Orderirtg COMDRYDET_NOCAN_PEND Dimension 1-5/8"[41 m m] Ref. Note:Customer is responsible for determining the correct deflector distance from the ceiling'or structure above. Bulletin 153 Page 7 of 19 July 2023 RIMabe www.reliablesprinkler.com Model F3-56 Dry Horizontal Sidewall:Standard Escutcheon-SIN R5334 A Dimension ,Temperatures Temperature Rating i Glass Bulb Co7o� Appr vats R Sprinkter;Guardl Glassificat�on °F °G � t } Ordinary 155°F(68°C) Red 2"to 48"(51 mm to cULus(Light Hazard Only) 1219mm)in 1/4"(6mm) FM(HC-1 Only) , increments for 1" 175°F(79°C) Yellow LPCB connections or 2" Intermediate CE(2381-CPR-S2006) C-2 to 36"(51mm to 914mm) UKCA(0832-UKCA-CPR-S5043) (FM Only) in 1/4"(6mm)increments 200°F(93°C) Green for 3/4"connections High 286°F(141°C) Blue cULus FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Horizontal Sidewall:Standard Escutcheon a �til h, mbma#Bons S#aida��l WOO " c"-Ceiling S rinkter` Esct�t i>teont'�•� L Bronze Polished Stainless a^[100mm]Min. Bronze Laquered Brass 12"[300mm]Max. Chrome Polished Stainless Sprinkler Can 1/2"[12mm] 2-3/32" White Polyester(l) White Polyester System Fitting Inlet Fitting �i [53mm] Black Polyester(') Black Polyester —— Custom Color Polyester(') Custom Color Polyester ------ Electroless Nickel PTFEI'>(5) Polished Stainless 5/8"[1 6mm] Wa)0(2) Polished Stainless _gym-�- - --- -- ---- - ---- 3" [76mm] Lead0) Polished Stainless Wax over Leadl'I(z) Polished Stainless Notes: 2-1/8" �. ' 1. UL Listed as Corrosion Resistant. [54mm]Dia. 1/2"[12mm]Nominal Protrusion 2. Clear wax used on ordinary temperature rated sprinklers;brown Hole in Wall wax used on intermediate temperature rated sprinklers. Brown 1/2"[12mm] wax may be used on high temperature rated sprinklers where the Escutcheon Escutcheon Adjustment ° ambient temperature does not exceed 150°F(66 C). COMDRYDET6-A 1"[25mm] 3. Escutcheons do not carry corrosion resistant listings. Escutcheon Nominal Escutcheon Position 4. Base material is 316 stainless steel unless noted. Adjustment 5. FM Approved as Corrosion Resistant. "A"Dimension Note: The sprinkler can protrude 1/2"when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(-12mm)to+1" (25mm)"A dimension adjustment range. Bulletin 153 Page 8 of 19 July 2023 Re p�ab www.reliablespdnkler.com Model F3-56 Dry Horizontal Sidewall:HB Escutcheon-SIN R5334 Drirmensiori Tem eature Tent erature Ra#m Ctasstfcat�on p g lass IbColot. lkpiprovals 5prnkler fi�uart PC Ordinary 155°F(68°C) Red 31/'to 48"(89mm cULus(Light Hazard Only) to 1219mm)in 1/4" FM(HC-1 Only) :; �f (6mm)increments for 1" 175°F(79°C) Yellow LPC13 connections or Intermediate CE(2381-CPR-S2006) C-2 3W to 36"(89mm to UKCA(0832-UKCA-CPR-S5043) (FM Only) 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Horizontal Sidewall:HB Escutcheon �t Firnsh Corn[i>tnatrons N�Escutcfieon N g r .. ,. $pnnklel : , : »ESCtItC11@OIL3)N1 Bronze Chrome Escutcheon 4"[700 mm]Min. Chrome Chrome Sprinkler Can 12"[300 mm]Max 2 3/32" White Polyester(') White Polyester System Tee [53mm] Inlet Fitting _ Black Polyester(') Black Polyester Custom Color Polyester(') Custom Color Polyester '1•f Electroless Nickel PTFE(l)(5) Stainless Steel 5/8"[16mm] —� -�- „t - -- ----- --- --- ----- - [3-1/2" Wax(')(z) Chrome .` Escutcheon Dia. Lead() Stainless Steel Wax over Lead(')(z) Stainless Steel 21/2" Dia , Notes: Hole inWall a 1-1/4" 1-1/4"[32mm]Nominal Protrusion 1. UL Listed as Corrosion Resistant. -; [32mm] 2. Clear wax used on ordinary temperature rated sprinklers;brown COMDRYDET7 wax used on intermediate temperature rated sprinklers. Brown 1/2"[13mm] wax may be used on high temperature rated sprinklers where the Escutcheon Adjustment ambient temperature does not exceed 150°F(66°C). 1/2"[13mm] 3. Escutcheons do not carry corrosion resistant listings. Escutcheon Nominal Position 4. Base material is cold rolled steel unless noted. Adjustment of Escutcheon 5. FM Approved as Corrosion Resistant. "A"Dimension Note:The sprinkler can protrudes 1'/4'when escutcheon is in nominal position. Escutcheon adjustment provides'/2" (-12.7mm)to+%"(+1Z7mm) "A'dimension adjustment range. Bulletin 153 NOa ' Page 9 of 19 July 2023 www.reliablespdnkler.com Model F3-56 Dry Horizontal Sidewall:FP Escutcheon-SIN R5334 `"A Dnr enston Temperature Temperature RatIng` Glass Bu{b Colorer. � ' A royals;z � S nnkier Guartl m(mmj Classifcatton °C) '.._ ..._ .tPp , , .,.. R ... _..: Ordinary 155°F(68°C) Red ; 3'/Z"to 48"(89mm cULus(Light Hazard Only) to 1219mm)in 1/4" FM(HC-1 Only) LPCB V �. (6mm)increments for 1" 175°F(79°C) Yellow CE(2381-CPR-S2006) connections or Intermediate UKCA(0832-UKCA-CPR-S5043) N/A 3'/"to 36"(89mm to 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Horizontal Sidewall:FP Escutcheon ;' ��itntsh C�rmbrnatroas FI��Recessed ':. 'Sprrnkler� Escutcheont�t+i q ., CVl- eiling .. ja Nom. Bronze Brass 1-1l4" Escutcheon 132 mm] Chrome Chrome 4"It00 mm]Min. White Polyester(2) White Polyester SprinMer Cup mj, 6"[160 mm)Max far UL System Tee 3 12"(300 mm)Max.for FM Black Polyestersz) Black Polyester Inlet Fitting Custom Color Polyester{z) Custom Color Polyester Electroless Nickel PTFE(2)(5) Stainless Steel 5/8"[16 mm] Notes: 1. Cup for FP Recessed is unfinished galvanized steel except electro- �:`�� 3 7/32^ less nickel PTFE sprinklers which are provided with a stainless steel 112" 2. UL Listed as Corrosion Resistant. 2 [64 -1/ Dia 3. Escutcheons do not carry corrosion resistant listings. Hole in Wall 4. Base material is cold rolled steel unless noted. 5. FM Approved as Corrosion Resistant. s—1/4"16 mm] Escutcheon Adjustment COMDRYDET8 1/4"[6 mm] Nominal Escutcheon position Escutcheon Adjustment "A"Dimension Face of Fitting to Face of Wall Note: Do not install the Model F3-56 Dry Horizontal Sidewall sprinkler with the Model FP escutcheon in walls which are positively pressurized with respect to the protected space. Bulletin 153 Page 10 of 19 July2023 e��a www.reliablesprinkler.com Model F3-56 Dry Horizontal Sidewall:171 Escutcheon-SIN R5334 .a ... a .r. . �.`F-.,».- fig; aa. a dim�nsian Y 1 TQmp®rafure Taiperatvre Rating r .; ,5, ., .. rGt�k M_', � .. la Approva pr ffid a 3� I, ss Bu16 Color � C{a5S1{1Qat10TiF F{ � � ` ' "tip¢ r Ordinary 155°F(68°C) Red ` 3'/i'to 48" 89mm cULus(Light Hazard Only) ( FM(HC-1 Only) to 1219mm)in 1/4" 175°F(79°C) Yellow LPC13 (6mm)increments for 1" CE2381-CPR- connections or UP Intermediate ( S2006) N/A to 36"(89mm to 914mm) UKCA(0832-UKCA-CPR-S5043) in 1/4"(6mm)increments 200°F(93°C) Green for 3/4"connections High 286°F(141°C) Blue cULus FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-113/4 threads for replacement of existing sprinklers(cULus Listed only). Model F3-56 Dry Horizontal Sidewall:F1 Escutcheon �FinrshGo�nbmatrons F1Recessed Ceiling . .., Sjprinkier EscutceQnr?r �. 1-3/4" Bronze Brass [44 mm] Escutcheon 1/8" Nom• Chrome Chrome [3 mm] 4"[100mm]Min. i 6"[150 mm]Max for UL White Polyester(l) White Polyester Collar �€ 12" 300mm Max for FM l) System Tee � [ ] Black Polyesters Black Polyester Inlet Fitting Custom Color Polyester(') Custom Color Polyester _ Electroless Nickel PTFEI'II'> Stainless Steel _ram 5/6"[16 mm] Notes: — 1. UL Listed as Corrosion Resistant. 2-27/32" 2. Escutcheons do not carry corrosion resistant listings. [72 mm]Dia. 3. Base material is cold rolled steel unless noted. fi 4. FM Approved as Corrosion Resistant. 2-1/4"[57 mm]Dia. Hole in Wall 1/4"[6 mm] Escutcheon Adjustment Nominal Position COMDRYDET9 1/4"[6 mm] of Escutcheon Escutcheon Adjustment "A"Dimension Face of Fitting to Face of Wall Bulletin 153 Rel�a 1 Page 11 of 19 July 2023 www.reliablespdnkler.com Model F3-56 Dry Horizontal Sidewall:No Escutcheon-SIN R5334 a ,. a; x tom • ' - ram' -°= " Order Dmensron Temperature_w r Temperature Rating la 8u16 Color A rowals S 'ankle G aM ' � ma m G1a3511'ICatlon o�.//"o�rr € pp pa. a. . .'j, � Ordinary 155°F(68°C) Red 5"to 48"(127mm cULus(Light Hazard Only) to 1219mm)in 1/4" FM(HC-1 Only) (6mm)increments for 1" 175°F(79°C) Yellow LPCB connections or 5" CE(2381-CPR-S2006) to 36"(127mm to Intermediate UKCA(0832-UKCA-CPR-S5043) N/A 914mm)in 1/4"(6mm) 200°F(93°C) Green increments for 3/4" connections cULus High 286°F(141°C) Blue FM Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacemeept of. existing sprinklers(cULus Listed only). Model F3.56 Dry Horizontal Sidewall:No Escutcheon ailablFin�shes�No'Escut`cheon " TM,.^-€ s �---'� "a"`�" fC �,.>_. ` 4 y. "4 l S TtnlCler ," Bronze e Bottom of Deck or Ceiling � ��,� pp Chrome COMDRYDET NOCAN_HSWF " mm]Min. 'r ant s 12"[300mm]Max. System Fittingt leFtttpg -5I8"1 mm] x Ref. u 5/8"[1-6mm] Ordering Dimension Note:Customer is responsible for determining the correct distance from the wall to the sprinkler deflector. Bulletin 153 Page 12 of 19 July2023 BORRO W www.reliablespdnkler.com Model F3-56 Dry Upright-SIN R5324 �Order Dimension pera S.Or �-W , - -, 'Aopr Approvals vnnlkll� Guard mm `Class R fP Glass Bulb 0 S in Ordinary 155°F(68°C) Red 175°F(79°C) Yellow cULus 5"to 48" Intermediate (127 mm to 1219 mm) 200°F(93°C) Green N/A 1 17 High 286°F(141-C) Blue cULUS FIVI I Note: Standard inlet fitting threads are 1" NPT or IS07-R1. Inlet fitting is also available with 3/4" NPT and ISO-R3/4 threads for replacement of existing sprinklers(cULus Listed only). 0 Model F3-56 Dry Upright Sprinkler Fi"n ish Comtiinattons Upright FSpnnkler` Escutcheon Bronze NA Electroless Nickel PTFE(1) NA Note:Customer is responsible Notes: for determining correct 1. LIL Listed as Corrosion Resistant. deflector distance below structure above. i Order Dimension Inlet Fitting System Tee r -I COMDRYDET10 F::EI:7N Bulletin 153 Page 13 of 19 July 2023 www.reliablesp(inkler.com Installation (General) Note: Dry sprinklers connected to wet pipe systems must be installed 1. The Model XLO2 installation wrench for recessed and as indicated in Figure 14 and as required by NFPA 13 with the concealed installations has a open side to accommodate the Exposed Minimum Barrel Length located in a heated area. sprinkler deflector and can only be inserted in one way (see Figure 13). Care must be taken not to damage the deflector Reliable Model 173-56 dry sidewall sprinklers may be installed in during installation. ductile or malleable cast iron threaded tees, or CPVC tees and 2. Do not over-tighten sprinklers into fittings. It is recommended adapters upon verification that the sprinkler inlet fitting does not that Reliable dry sprinklers be installed using the wrench interfere with the interior of the fitting(see Figure 15). referenced in this bulletin. A pipe wrench may also be used to install dry sprinklers provided that it only engages the outer DO NOT install Reliable Model F3-56 dry sidewall sprinklers into tube (steel pipe) of the assembly. Note that a pipe wrench elbows or couplings,welded outlets,mechanical tees,or gasket will impart a large amount of torque into the final assembly. sealed CPVC fittings. This torque will need to be matched or exceeded to remove the sprinkler at a later date.A leak free joint can normally be See Figure 16 for acceptable and unacceptable installation obtained by installing the sprinkler to a minimum torque of 22 practices. ft-lb(30 N•m)after applying an appropriate thread sealant. 3. Glass bulb sprinklers have orange bulb protectors to minimize F3-56 with Standard Escutcheon bulb damage during shipping, handling, and installation. Cut a 2-1/8" (54mm) diameter hole in the wall as shown in Fig. Reliable installation wrenches are designed to install 1. Apply a PTFE based sealant to the sprinkler threads before sprinklers while bulb protectors are in place. REMOVE THE installing into the fitting. Use the Model F313 installation wrench PROTECTORS AT THE TIME THE SPRINKLER SYSTEM IS on the square boss to tighten the sprinkler until it is secured in the PLACED INTO SERVICE. Removal of the protectors before sprinkler fitting. Installation is completed by removing the orange this time may leave the glass bulb vulnerable to damage. glass bulb protector and sliding the escutcheon over the finished Remove protectors by undoing the clasp by hand. DO NOT sleeve until tight to the finished surface. USE TOOLS TO REMOVE THE PROTECTORS. 4. Do not remove the wax fillet in the gap between the cup that F3-56 with HB Escutcheon supports the bulb and the wrenching boss. Cut a 2-1/2" (64mm) diameter hole in the wall as shown in Fig. 2. Apply a PTFE based sealant to the sprinkler threads before installing into the fitting. Use the Model F313 installation wrench XLO2 Installation Procedure on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting. Installation is completed by removing the orange glass bulb protector and sliding the skirt over the finished sleeve until tight to the finished suface. G F3-56 with FP Recessed Escutcheon `, Cut a 2-5/8" (67mm) diameter hole in the wall as shown in Fig. t;: i4 3. Apply a PTFE based sealant to the sprinkler threads before installing into the fitting. Use the Model XLO2 installation wrench (see Fig. 13) on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting.Installation is completed by removing the orange glass bulb protector and pushing(or threading)the FP escutcheon into the threaded cup. Final adjustment is made by turning the FP escutcheon clockwise until the flange makes full contact with the wall surface. k „ F3-56 CCP Concealed Cover Plate Cut a 2-5/8" (67mm)diameter hole in the wall as shown in Fig.4. Apply a PTFE based sealant to the sprinkler threads before installing into the fitting. Use the Model XLO2 installation wrench (see Fig. 13) on the square boss to tighten the sprinkler until it is secured in the sprinkler fitting. Installation is completed by removing the orange glass bulb protector and pushing (or threading) the SWC cover plate into the threaded cup. Final adjustment is made by turning the cover plate clockwise until the cover plate flange makest� full contact with the finished surface. Bulletin 153 Page 14 of 19 July 2023 ella www.reliablesprinkler.com MINIMUM EXPOSED BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM NOTE: STANDARD DRY PENDENT IS SHOWN, HOWEVER, MINIMUM EXPOSED BARREL LENGTH APPLIES TO ALL STYLES OF DRY SPRINKLERS CONNECTED TO A WET PIPE SYSTEM. WET PIPE EXPOSED BARREL AMBIENT AMBIENT TEMPERATURE -- -- TEMPERATURE ,I ---ii" EXPOSED TO 40'F/4'C 50F/10'C 60'F/16'C I'I,I I I a u NOTE: TEE MAY BE IN ANY DISCHARGE END EXPOSED MINIMUM BARREL LENGTH-- ORIENTATION I;I;I; — ORIENTATION FOR WET PIPE OF SPRINKLER+ SYSTEMS. (F CE OF FITTING TO TOP OF CEILING)•++ IN. (MM) IN. MM IN. (MM) Lr r S zJ 40-F(4'C) 0 0 0 IF HUMIDITY AND TEMPERATURE DIFFERENTIAL 30-F(-1'C) 0 0 0 CAUSES CONDENSATION ON THE EXPOSED DRY SPRINKLER, CONSIDER WRAPPING THE EXPOSED 20-F(-7'C) 4(100) 0 0 BARREL WITH INSULATION, FOAM INSULATING 10F(-12'C) 8(200) 1 (25) 0 TAPE OR EQUIVALENT. 07(-18'C) 12(300) 3(75) 0 MINIMUM (HEATED AREA) SEAL THE CLEARANCE SPACE 350 4 100 1 25 EXPOSED AROUND THE SPRINKLER TO AVOID —10'F(-23'C) 14 ( ) ( ) ( ) BARREL LEAKAGE OF AIR INTO THE PROTECTED —20'F(-29'C) 14(350) 6 (150) 3 (75) LENGTH AREA AND CONSEQUENT FORMATION OF A CLEARANCE CONDENSATE AROUND THE FRAME, WHICH 16(400) 8(200) 4(100) DIMENSION HOLE COULD INHIBIT OPERATION OR CAUSE PREMATURE OPERATION. SEE BELOW FOR 18(450) 8(200) 4(100) RECOMMENDED METHODS. 20(500) 10(250) 6 (150) 20(500) 10(250) 6 (150) •FOR AMBIENT TEMPERATURES EXPOSED TO THE DISCHARGE _________ ________= INSIDE SURFACE OF END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES --_______= I =________ INSULATION, WALL, OR LISTED, USE THE NEXT COOLER TEMPERATURE. ________= I =_______= CEILING ++THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAME AS THE"A" DIMENSION. THE MINIMUM EXPOSED BARREL LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM WIND VELOCITY ON THE EXPOSED SPRINKLER OF 30 MPH (48 KM/H).LONGER EXPOSED BARREL LENGTHS WILL THERMAL ESCUTCHEON HELP AVOID FREEZING OF THE WET PIPING WHERE HIGHER BARRIER WIND VELOCITY IS EXPECTED. i '•THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED DISCHARGE END OF SPRINKLER FROM THE FACE OF THE FITTING TO THE INSIDE FACE OF THE INSULATION, WALL, OR CEILING LEADING TO THE COLD SPACE, WHICHEVER IS CLOSEST TO THE FITTING. PROTECTED (NON—CONDITIONED) AREA RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS SYSTEM PIPING (DRY SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) SYSTEM PIPING rt—=---------�� r-- -j -+ - I- ----- -�I�f -'�"- -4I--j---i-- --�I4--" I t7 rL_--�i�t===�� Lr 1 I tiJ Lr 1 I �.J L_ J L_ J (HEATED AREA) (HEATED AREA) MINIMUM MINIMUM EXPOSED EXPOSED BARREL BARREL LENGTH DECKTITE FLASHING INSIDE FACE LENGTH (SEE ABOVE) RASCO#4003910 � � [SEAL (SEE ABOVE) (RECOMMENDED) :: CLEARANCE HOLE INSULATED FREEZER OR COOLER STRUCTURE OR EXTERIOR FRAMING i (PROTECTED AREA) DISCHARGE END OF (PROTECTED AREA) DISCHARGE END OF DRY SPRINKLER DRY SPRINKLER IN COLD AREA IN COLD AREA COMDRYDETII Bulletin 153 Page 15 of 19 July M23 e �a www.reliablesprinkler.com *CAUTION* RELIABLE DRY SPRINKLERS MAY BE INSTALLED IN A LISTED CPVC SPRINKLER FITTING, ONLY UPON VERIFICATION THAT THE FITTING DOES NOT INTERFERE WITH THE SPRINKLER'S INLET. Do not install dry sprinklers with standard inlets into CPVC fittings that have an internal obstruction;this will damage the sprinkler,the fitting,or both. Short inlet("PL")versions of Reliable dry sprinklers are available that may or may not be compatible with fittings having internal obstructions in existing installations.Sprinklers with the short inlet("PL')should only be installed in CPVC fittings of wet-pipe systems. In all cases,verify sprinkler and fitting dimensions prior to installation to avoid interference. Internal No Internal Obstruction Obstruction � I Female Female Pipe Pipe Thread—,-' Thread . CPVC fitting - CPVC Fitting with Internal Obstruction No Internal Obstruction 1 Longer Shorter Lon g Inlet Inlet Male Male Pipe Pipe Thread Thread I -7 Dry Sprinkler Dry Sprinkler Short Inlet ("PL') Standard Inlet BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION COMDRYDEr2 Bulletin 153 Page 16 of 19 July 2023 e a www.reliablesprinkler.com Acceptable and Unacceptable Installation Practices ACCEPTABLE INSTALLATIONS FOR DRY PENDENT SPRINKLERS UNACCEPTABLE INSTALLATIONS FOR DRY PENDENT SPRINKLERS THREADED THREADED EEE THREADED PLUG THREADEDwELD-attT ELBOW TEE TE PLUG \ TEE PLUG COUPLING- w it z a s o a a s o a n a NOTES NOTES 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACETO BE IN ACCORDANCE WITH THIS BULLETIN AND NFPA 13. 1. IN ADDITION TO THEUNACCEPTABLE INSTALLATIONS ABOVE,DRY PENDENT SPRINIQERS SHALT.NOT BE INSTALLED INTO MECHAMCALTEES(SADDLE OR U$OLTSTYLEI.OR INTERNALLY GASKETED CPVC FITTINGS ACCEPTABLE INSTALLATIONS FOR DRY SIDEWALL SPRINKLERS UNACCEPTABLE INSTALLATIONS FOR DRY SIDEWALL SPRINKLERS THR= � THREAD THREAD PLUG TEE TEE PLUGS TTEEE READED ,-�. OHY SPY !.-. ORY iii �AqYOqY ELBOW �Y COUPLING �Y - PLUS ytily PLUG NOTES: NOTES 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACETO BE IN ACCORDANCE WITH THIS BULLETIN AND NFPA 1& 1. INADDITIONTO THE UNACCEPTABLE INSTALLATIONS ABOVE,DRY SIDEWALL SPRINKLERS 2 WEUD4MkrS IN COMPLIANCE WITH NFPA 13 REQUIREMENTS ALSO ACCEPTABLE FOR DRY SIDEWALL SPRINKLERS SHALL NOTRE INSTALLED INTO MECHAMCAL TEES(SADDLE OR U$OLTSTYLE),OR 3. PREFERRED ORIENTATION OF PLUG IS DOWN INTERNALLY GASKETED CPVC FIRINGS ACCEPTABLE INSTALLATIONS FOR DRY UPRIGHT SPRINKLERS UNACCEPTABLE INSTALLATIONS FOR DRY UPRIGHT SPRINKLERS THREADED THREADEE THREAD THREADED TEE PLUG ELBOW TEETEE TEE COUPLING PLUG PLUG NOTES NOTES 1. EXPOSED LENGTH OF DRY BARREL INSIDE OF CONDITIONED SPACE TO BE IN ACCORDANCE WITH THIS BULLEDN AND NFPA M 1. IN ADDITION TO THE UNACCEPTABLE INSTALLATIONS ABOVE,DRY UPRIGHT SPRINKLERS 2 WEL04ILM IN COMPLIANCE WITH NFPA 13 REQUIREMENTS ALSO ACCEPTABLE FOR DRY UPRIGHT SPRINKLERS. SHALL NOT BE INSTALLED INTO MECHAMCAL TEES(SADDLE OR U-SOLT STYLE),OR INTERNALLY GASKETED CPVC FITTINGS. Bulletin 153 Page 17 of 19 July 2023 el�ab www.reliablespdnkler.com Material Specifications 4 2 3 ITEM.# DESCRIPTION MATERIAL SPECIFICATION 1 FRAME BRASS PER UNS C83600 0 2 DEFLECTOR BRONZE PER UNS C51000 11 3 LOAD SCREW BRASS PER UNS 022000 4 SEAT ADAPTOR BRASSALLOY PER UNS C360.00 5 BULBINSERT COPPER ALLOY PERUNSC31,400 6 GLASS BULB GLASS W/GLYCERIN SOLUTION 7 ORIFICEADAPTOR BRASS ALLOY PER UNSC36000 8 OUTER TUBE GALVANIZED STEEL 9 1NNERTUBE BRASSALLOY PER UNS.C23000 10' YOKE" BRASS ALLOY PERUNS C38000 11 INLET BRASSALLOY PER UNS C35330 5 12 CAP BRASS ALLOY PER UNS C54400 13, SPRING WASH ER/SEAL PTFECOATED BERYLLIUM NICKEL 9 14 FLIPDISK BRASS ALLOY PER UNSC54400 CAN/ESCUTCHEON PAINTED OR PLATED MILD STEEL g 15 (NOT USED.ON ALL MODELS) 7 NOTE:PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL BARREL OF SPRINKLER 5 4 COMDRYDET13 6 3 1 APPEARANCE OF DEFLECTOR WILL VARY DEPENDING ON MODEL 2 Bulletin 153 eta Page 18 of 19 July 2023 www.reliablesprinkler.com Wrench Options F3R Wrench XL02 Wrench (Standard, HB,and No Escutcheon trims) (FP Recessed, F1 Recessed, and CCP trims) Maintenance Ordering Information Reliable Model F3-56 series sprinklers should be inspected and Specify: the sprinkler system maintained in accordance with NFPA 25,as well as the requirements of any Authorities Having Jurisdiction. Model F3-56 Dry Sprinkler Prior to installation,sprinklers should remain in the original Upright cartons and packaging until used.This will minimize the potential Pendent for damage to sprinklers that could cause improper operation or Horizontal Sidewall non-operation. Trim Style Do not clean sprinklers with soap and water,ammonia liquid or Standard Escutcheon any other cleaning fluids.Remove dust by gentle vacuuming HB Escutcheon without touching the sprinkler. FP Recessed Escutcheon • F1 Recessed Escutcheon Replace any sprinkler which has been painted(other than factory CCP Cover Plate(Pendent only) applied).A stock of spare sprinklers should be maintained to No Escutcheon allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent Temperature Rating operation or non-operation during a fire event. See available temperatures(depending on trim style and approvals)on pages 2-13 Guarantee Finish For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, See available finish combinations(depending on trim and conditions,visit www.reliablesprinkler.com. style and approvals)on pages 2-13 Length Patents • For dry pendent and sidewall sprinklers with trim, "A" US Patent No.7,841,418 dimension is measured from face of fitting to face of finished ceiling or wall in 1/4"(6mm)increments. • For dry upright sprinklers and sprinklers with no trim, order dimension is from face of fitting to deflector in 1/4"(6mm)increments. Notes: 1. Lengths are based upon a normally gauged pipe thread "make-up"of.60 inch(15mm)per ANSI 132.1 (approximately 7-1/2 threads). Installation Wrench •Model F3R(Standard, HB, and No Escutcheon trims) •Model XL02(FP Recessed, F1 Recessed&CCP trims) 0 ti rn rn M rn Bulletin 153 Page 19 of 19 z July 2023 le Via. ,�. www.rellablesprinkler.com a y�y pay p� �01 00 v IN F1 OR g v gg w Sr � w. E 'nxS.M:«��3 n. TE 'ifif aa �a®remr� irI� rar j ur {t�� hva1�j11 3 ,. and"" ; to ' s a ' �, �� Y r4h�8 °rY'�#r-i'"ASTM1J , y 0 ....15 N ib,' ! IV ..b TT3 —AL :.; Tv jog" :40;'ju x ,ip .. �s}s+�l�Trl (NPORIATIATION APPROVAL STAMP _. 7n7 3�x ��ryryyy��.�q�y,®�fixy,]y .,N: '..•x .. -:.,. .;. LlyiF5A11�f' -" `. LAMtliel u1YYMti LseA:. .53e , .. . " d I(U( i MA40 l"A'All i?4, lN+I A ��i i �l fi o �+e C+CL!( � fit; 1 r tua ;�am►ranc "a+i �k+kP" n " ?1" c3ra75 °hr hart hers is" I ��ig� '�`��nC �a �� thl�.r�� ww H Ow rnrnerAiad�'Osl xpjfid-f af is on to uc+ a �is tiara m�cls frr . a ` .,,. *. pC� t►!slapcC�ItEdr~ ir „, Ef?hr :° Orb" E t �� F �er�n e, ngl a a ►r► i r �e lr� l- .': � �tea fl ,� 'f Mquj le i t raga r � rtnatxt�rrr c rr a . 771 Pa �c �, 4040"xivob roll . . .S d S mn-ven Sna. old 00 AM Nit =:Rift 1-1 77 TWX US „ i lid s eau pwf4P ttf l> i i6nc i,� �r �a �pia !rl rsaF,in e tfi 'sGzs. e" tope�srape r . �a icy f e da d a01 04 #h uh en dur�n�% 11a� � s� slrtc f u ` 1 + f+ gut k �11 mil rt.. e nt r;ark. l ;, 101 Wins rilr oaf gg1)!4ni d; 0 Otumpellw0smsbof sauss; ra ! y 1 �p : � .. „ JA 411 ' i , 711 't .;;, �J "'A a �53� x� l x ry `E�d1id+ H A 4 it ; C54a � ;6',• a �.h � . 0490 P 4,11, � d fiwt[� I r,? in(�a �fit '; tfb ; d, par a iJ .C> Du; two PROUECT IN FORMAT , MA _. ° O K ..:.:... ........ +y■� �'�8 1 t rn�rl��N+lnfS+R7F�Aa�Y�L . �i r r x t � f s, z FIGURE ri .Astir of � gr , � 3tt? it f rze suns� ii sltrtr lk, u O . A m' SPECIFICAVONS i' 1 � ^� �nsr 114 A 30 a i dr Mk _..tea. i�SraG'Eia'nrl�a 't+ F� i1BiGk t �'�s(3l�tii�'i�3i- , w RRO VAL. l4- tCtElRE - sifttittif Milk x..... . { .t �. tNkSL- 4FP air lot iiqi ' vim �t�C�i�x Crt I�p���r�i�� �Cgr '�, �; '� �al�r► ?krl�i p� r� � << � tv, mitac`rrH i'r�af�arna Is�nd � r�' rrtAl 1 • �r Ear � ��G ��%���: ; �� �� f :=° � � ;; ,<< . �� '�'M�. Ui�lttjm ° .'4"t"@41t;. tltil�, f. Thy uriII � � tl �ia ah` P�rr� + Crc ariier�C l- t tCtir�r+ '` r� klr .�' tam WOW � 11 fir » ` i"h" . arRsr�t�#345-1a�:'' + t' s gas tC gries -an' rcaix�a w�rie dk t�QQ "'^" 0. t aaii6 �nirer►grr!Tani � � iex, 'PIP a�cn t r► C ail rain�ijt hjtrl�r; � r, i tit�Eta�S 14A sa Fir ffilt t 1r ? !I ? i�u!?r�s, ralssk aP ` �V95, � Ile�md its derr kc „' '4,u ie3 r►f; r�' u" ' ,. trot raiiltal� 1 t id ltr�df1 ,ste�,ra,lln +arrlFrriya 0 89'8:4 C �fasiui + „� �nr rer�iIluNal z � s �.i�1� VOW VP �. PAS � hiinrg plOnfw� d N�®RICAT1 "? t act W . d h�owF at a FIGURE000 'P R4dt ..• 0. d � 30 45 !k „ y I 1 � 1 I1"'57 0 4% 1 � ' - 1 a " '. :„.. a V Al1G4� 775745 1 ' r, j , r � �1 '-:15b .. 7 " �.a _IOU 1 ,,41.4 37 A � :,, �g.� �111 ��. � .�.� ,M1206 ' .i7 '. A�� ;1� .jw � xE go ., n e ✓. vs �Yti i �j .. F >L " k h, 441'04 " .: .. ...... r y ow- e r n rt r ! . s .� � {�i►S��ffi�'. tit�fflYlt�`�G1`I ��F2t[ �+A �il, :. NtrP�yMr� t: raci3 �Pr1aSakkpr3es4,k kfI .Fr41Yi # § r$1 $f $ 1e'C�gUtae+ [7tMr eur ".sob an�Iar Bulletin 621 March 2022 Q Model CR Commercial Riser 1-1/2"through 8"(40-200 mm)Sizes cULus Listed, FM Approved Features • Cast stainless steel body for 1-1/2"models and 2"threaded model Y t w Schedule 10 welded body for 2"-8" grooved versions a. • Optional schedule 40 manifold for 2"-4"sizes • • Approved for vertical or horizontal installation Product Description The Reliable Model CR Commercial Riser arrives factory assembled with water flow switch, pressure gauge, and main drain for a cost-effective system riser or floor control assembly. The Model CR is cULus listed(VEOY.EX5980)and FM approved as a unit.The main drain is available with a ball valve or Reliable 3" (80mm)welded Commercial Riser Test and Drain valve,which is available with a wide selection of w/175psi Pressure Relief Kit and Test&Drain Valve(K5.6) test orifice K-factor choices.An optional pressure relief valve kit, available in 175, 185,210,260,and 310 psi(12, 13, 14, 18,and 21 bar)rating,is also available. Model CR Commercial Riser YalWe Size - EndMGonnecfi a' s�'` ��� �Mater�a '"" ����, Dram Size Threaded Cast Stainless 8-1/4 1"(25mm) (NPT or BSPT) (210mm) Grooved 250 psi Cast Stainless 9-1/2 1" (25mm) 2.8(40) (17.2 bar) (241 mm) 4.2(60) 2"(50mm) Threaded Cast Stainless 8-1/4 1"(25mm) 6.6(80) (NPT or BSPT) (210mm) 2"(50mm) Grooved S10,S40 Steel 13 1"(25mm) (330mm) 2-1/2"(65mm) Grooved S10,S40 Steel 13" 1-1/4" 2.8(40) (330mm) (32mm) 4.2(60) 5.6(80) 3"(80mm) Grooved S10,S40 Steel 13' 1-1/4" 8.0(115) 300 psi (330mm) (32mm) 11.2(160) (20.7 bar) �� 2.8(40) 4"(100mm) Grooved S10,S40 Steel (330 13" 2"(50mm) 4.2(60) 6"(150mm) Grooved S10 Steel (330 " 2"(50mm) 8 0 (80), 11.2(160) 8"(200mm) Grooved S10 Steel (330mm). 2"(50mm) 16.8(240) *Note:K-factor must be equal to or less than the K-factor of the smallest K-factor installed on the sprinkler system. For sprinkler sys- tems where the smallest K-factor sprinkler on the system is greater than the largest available valve K-factor, use any valve K-factor that will provide a minimum flow of 10gpm(38 Ipm)as required to operate a UL Listed Waterflow Switch. www.reliablesprinkler.com Model CR Commercial Riser Threaded End Assemblies(1-1/2"[40mm]&2"[50mm]) B PRESSURE D Threaded End Basic Assembly w/ GAUGE y Pressure Relief Valve PRESSURE 3-WAY RELIEF Ettd� � � � � � C D �� �VVgig1O14 O 11, VALVE Kfflj7eSire In � ln HI in It>s 1-1/2 1/8 10-1/2 3 5-1/2 8-1/4 8.3 A E c � � Threaded 10 (40) (308) (267) (80) (140) (210) (3.8) (TAKE OUT) Ends O (See Fig.1) 2 1/8 10-3/4 3-1/4 5-3/4 8-1/4 9.1 00 (50) (308) (273) (83) (146). (210) (4.1) !0 r BALL / VALVE WATERFLOWJ MANIFOLD C� (DRAIN DETECTOR BODY CONNECTION) BASIC ASSEMBLY(211[50MM]VERSION SHOWN) WITH OPTIONAL PRESSURE RELIEF KIT 621FGOIC B PRESSURE D HANDLE IN TEST POSITION GAUGE-, Threaded End w/Test$Drain Valve and Pressure Relief Kits kid t 3-WAY ��En ' nTfG�FI AN " 11' »r I IIIwlbSrrn VALVE Pips Sipe " Iri 4 n a��� ��9 r k9) �n�.C { m� {mm} (ram) (Tnm� ( -1® 1-1/2 12- 14-1/4 3 5-1/2 8-1/4 8.3 ThEndsed (40) 1/8 (362) (80) (140) (210) (3.8) ! (308) (TAKE OUT) (See Fig.1) 2 12 14-12 3-1/4 5-3/4 8-1/4 9.1 0 w TESTIDRAIN (50) (308) (368) (83) (146) (210) (4.1) !G VALVE CONNECTION) r WATERFLOW f MANIFOLD DETECTOR J Lo- BODY BASIC ASSEMBLY.(2'[50MM]VERSION SHOWN) WITH TEST AND DRAIN VALVE 8 OPTIONAL PRESSURE RELIEF KIT (TEST AND DRAIN SHOWN IN'TEST'POSITION) Bulletin 621 a 'a Page-2 of 5 March 2022 www.rellablesprinkler.com Model CR Commercial Riser Grooved End Assemblies(2"[50mm]-8"[200mm]) Grooved End Basic Assembly w/ B Pressure Relief Valve PR GGAAUUGE D� End Manifold '�'C ro� a D°° ` ;E Welght. PRESSURE ° my � lnfm!?)amr!i!) (!nm),., u ), (mm),j..(r►!m) M..(kq) REUEF Kff f REDUCING 1-1/2 13-W 10-1/2 3 5-1/2 9-1/2 8.3 TEE (40) (343) (267) (76) (140) (241) (3.8) 2 15-1/4 14-1/2 5-1/4 6 13 10.7 3-WAY I (50) (387) (368) (133) (152) (330) (4.9) vuvE E (TAKE OUT) 2-1/2 15-1/4 15 6-3/4 6-1/4 13 12.9 (65) (387) (381) (171) (159) (330) (5.9) WATESM R Grooved ° T0 Ends 3 15-1/4 16-1/4 7 6-1/2 13 17.6 (See Fg 2) (80) (387) (413) 1 (178) 1 (165) (330) 1 (8.0) RAI 4 15-1/4 19 8-1/4 7 13 21.3 BODY n �o coEcnoN�� (80) (387) (483) (210) (178) (330) (9.7) MMINN 6 15-1/4 21-1/2 9-1/4 8 13 26.3 BASIC ASSEMBLY(31IWMMI VERSION SHOWN) (150) (387) (546) (235) (203) (330) (11.9) WITH OPTIONAL PRESSURE RELIEF KIT 8 15-1/4 23 10-1/4 9 13 31.0 (200) (387) (584) (260) (229) (330) B HANDLEINTESTPOSMON D Grooved End w/Test&Drain Valve and Pressure Relief Kits ~� 4 "� "� IAanlfold ' O � �C on�g..n edc tloanye I mt �Inlb9s �i PlpeSize,3' uoo (MMY SWAYw ° K. 1-1/2 13.1t2 11-1/2 3-1/2 5-3/4 9-1/2 8.3) , i A VALVE O ® E (40) (343) (292) (89) (146) (241) (3.8) _ (TAKEOUT) 2 15-1/4 16 5-1/4 6 13 10.7 wATEAFLow � TEsrANDORaN (50) (387) (406) (133) (152) (330) (4.9) DETECTOR VALVE(OKAPI I CONNEGWM 2-1/2 15-1/4 16-W 6-3/4 6-1/4 13 12.9 (65) (387) (419) (171) (159) (330) (5.9) MANIFOLD/ Grooved 3 15-1/4 17-1/4 7 6-1/2 13 17.6 � Ends C (See Fg.2) (80) (387) (438) (178) (165) (330) (8.0) BASIC ASSEMBLY( HOOMW VERSION SHOWN) 4 151/4 2012 8-1/4 7 13 21.3 WITHTESTANDDRAINVALVE (80) (387) (521) (210) (178) (330) (9.7) &OPTIONAL PRESSURE RELIEF KIT PSTAN°ORAHIseDWNIN'TOPPOSmONI 6 15-1/4 23 9-1/4 8 13 26.3 (150) (387) (584) (235) (203) (330) (11.9) 8 15-1/4 24-1/2 10.1/4 9 13 31.0 Notes: (200) (387) 1 (622) 1 (260) 1 229) 1 (330) 1 (14.1) 1. 1-1/2"grooved version will be cast in stainless steel. 2. 1-1/2"and 2"models will have threaded test and drain valve. Bulletin 621 Page 3 of 5 March 2022 e www.reliablesprinkler.com Installation Guarantee The Model CR Commercial Riser shall be installed in accordance For Reliable Automatic Sprinkler,Co., Inc.guarantee,terms,and with NFPA 13,"Standard for the Installation of Sprinkler Systems," conditions,visit www.rellablesprinkler.com. as well as the requirements of any authorities having jurisdiction. When installed vertically,the direction of flow shall be up through Ordering Information the assembly.For horizontal installations,the water flow indicator must be located to the top and drain opening to the bottom.Failure Specify: to follow installation instructions may void the warranty and/or listing of the valve.Verify compatibility of the Model CR Commercial Riser 1. Reliable Model CR Commercial Riser materials with the water supply and the environment where the valve 2. Size will be installed prior to installation. 3. End Connections 4. (Optional)Schedule 40(2"through 4"grooved end only) Maintenance 5. Drain Option(Ball valve or Test and Drain valve) 6. Test orifice K-factor(if ordering Test and Drain valve) The owner is responsible for maintaining the fire protection system 7. (Optional)Pressure Relief Valve Kit in proper operating condition.Any system maintenance or testing that involves placing a system out of service may eliminate the fire Notes: protection that is provided by the fire protection system. Notify any 1. All Model CR Commercial Riser Assemblies come with a 300 required authorities having jurisdiction and implement appropriate psi (20.7 bar)UL Listed and FM Approved pressure gauge precautions prior to proceeding. for 175 psi(12.1 bar)applications. If the Model CR Com- The Reliable Model CR Commercial Riser shall periodically be given mercial Riser Assembly is to be installed in a higher pressure a thorough inspection and test.NFPA 25,"Inspection,Testing and application, please purchase a 600 psi (41.4 bar)(P/N Maintenance of Water Based Fire Protection Systems,"provides 98248005)pressure gauge.This gauge may or may not be minimum maintenance requirements.Replace any components UL Listed and/or FM Approved at the time of purchase. found to be corroded,damaged,worn or non-operable.Increase 2. Unless specified at the time of ordering, pressure relief kits the frequency of inspections when the valve is exposed to corrosive are installed at the factory. conditions or chemicals that could impact materials and/or operation of the assembly. Note:The water flow switch for the 1-1/2"and 2"cast stainless steel manifold uses a proprietary paddle. This paddle is only available for purchase from Reliable.When replacing water flow switch,order part number 96556923. Bulletin 621 a 'a, Page 4 of 5 March 2022 www.reliablesprinkler.com Commercial Riser Ordering Information Part Number 6AXXOC PYYZ Im q ��Rlser Man(foldy�� sub�smr��r , u • ,��� ����� 0 tlo � � �i, ca^;�aii�iN��v,icyit� vdagt�r+trslna �a m � w- Pressure RehefaYalve 4i kbid h!�`k4b"k5d i^^»a'+4 Mk3y 3a s' t*Y ¢ t`w F t S i ����r � S�ze�&.'End Connect�orts' bra�rt YallVe/K Facto r ° �r'��� �a ��<, �� ���� Ia hrr.v sv .ra'+" �ff ar .r^s " "-� 04= 1-1/2"BSPT Female SS 00= 1"Ball Valve 0=None 05= 1-1/2"Grooved SS 03= 1"RASCO T&D Valve K2.8 1 = 175 psi(12.1 bar) 07=2"BSPT Female SS 04= 1"RASCO T&D Valve K4.2 2= 185 psi(12.8 bar) 08=1-1/2"NPT Female SS 05= 1"RASCO T&D Valve K5.6 3=210 psi(14.5 bar) 09=2"NPT Female SS 4=260 psi(17.9 bar) 10=2"Grooved SCH10 5=310 psi(21.4 bar) 11 =2"Grooved SCH40 12=2-1/2"Grooved SCH10 01 = 1-1/4"Ball Valve 13=2-1/2"Grooved SCH40 26= 1-1/4"RASCO T&D Valve K2.8 14=3"Grooved SCH10 06= 1-1/4"RASCO T&D Valve K4.2 15=3"Grooved SCH40 07= 1-1/4"RASCO T&D Valve K5.6 08= 1-1/4"RASCO T&D Valve K8.0 09= 1-1/4"RASCO T&D Valve K11.2 16=4"Grooved SCH10 02=2"Ball Valve 17=4"Grooved SCH40 27=2"RASCO T&D Valve K2.8 18=6"Grooved SCH10 28=2"RASCO T&D Valve K4.2 19=8"Grooved SCH10 10=2"RASCO T&D Valve K5.6 11 =2" RASCO T&D Valve K8.0 12=2"RASCO T&D Valve K11.2 13=2" RASCO T&D Valve K16.8 Notes: 1. 1-1/2"and 2"manifolds have a 1"threaded drain outlet. 2. 2-1/2"and 3"manifolds have a 1-1/4"grooved outlet for Test&Drain valve or a 1-1/4"threaded outlet for ball valve drain. 3. 4",6",and 8"manifolds have a 2"grooved outlet for Test&Drain valve or 2"threaded outlet for ball valve drain CO CO 0 O G) m C.� Bulletin 621 Page 5 of 5 March 2022 e,, a - www.reliablesprinkldr.com www.reliables nnkler.com Bulletin 806 July 2018 Fellable Model G Riser Check Valve cuLus Listed, FM Approved 1-1/2",2",2-1/2",3",4",6",8", & 10"Sizes Features • Grooved end connections. • Compact, lightweight design. r • Non-slamming, spring loaded clapper to minimize water ,ra� hammer. • Approved for horizontal and vertical installation. • Stream-lined body design provides very low friction loss. • Gage ports provided both sides for universal application. Product Description Reliable Model G Riser Check Valves are intended for installa- tion as wet pipe fire protection system risers. When used with a water flow detector to provide an electric alarm,the Model G f �` Riser Check Valve is a cost effective alternative in installations not requiring a mechanical alarm, Grooved end connections provide fast and easy installation us- ing listed or approved mechanical grooved couplings. Rigid style grooved couplings can be used for positive clamping to resist flexural and torsional loads where required. 3 Model G Riser Check Valves are factory tapped for 3/4", 1-1/4", or 2" NPT drain depending on size. Factory tapped outlets ' (1/4" NPT upstream and 1/2" NPT) downstream are provided on each side of the valve to facilitate universal positioning(refer to Figure 2). Technical Data Pressure Face-to-Face Valve Shipping Trim Shipping Valve Size Rating Dimension Eq.Length C=120 Eq.Length C=100 Cv Factor Weight Weight 1-1/2" 6-1/4" 6,7'(2.0 m) 4,8'(1.5 m) 36 5 Ibs(2.3 kg) (40 mm) 300 psi (160 mm) 4 Ibs. 2" (20.7 bar) 6-1/2" (1.8 kg) (50 mm) (165 mm) 9,6'(2.9 m) 6.8'(2.1 m) 67 6 Ibs(2.7 kg) 2-1/2 7-1/8 6.0'(1.8m) 4.3'(1.3m) 212 9 Ibs(4.1 kg) (65 mm) (180 mm) 76 mm 7-1/8 6.0'(1.8m) 4.3'(1.3m) 212 9 lbs.(4.1 kg) 6 lbs. (180 mm) (2.7 kg) 3" 7-5/8" 5,3'(1,6m) 3,8'(1.2m) 376 11 Ibs.(5.0 kg) (80 mm) (195 mm) 4" 250 psi 8-7/16" 7,1'(2,2m) 5,0'(1,5m) 656 17 Ibs.(7,7 kg) (100 mm) (17.3 bar) (215 mm) 6" 10-1/4" 13.7'(4.2m) 9,8'(3,0m) 1395 38 Ibs,(17,2 kg) (150 mm) (260 mm) 165 mm 10-1/4" 13.7'(4.2m) 9.8'(3.0m) 1395 38 Ibs,(17.2 kg) 9.25 Ibs. (260 mm) (4.2 kg) 8 12-1/2 15.9'(4.8m) 11.3'(3.4m) 2818 63 Ibs,(28.6 kg) (200 mm) (320 mm) 300 psi 1o; 28.8'(8.8m) 20,6'(6,3m) 3928 1021bs,(46.3 kg) m(250 mm) (20,7 bar) (370 mm) www.reliablesprinkler.com Model G Riser Check Valve Components(refer to Table B) 71 E r � ,low . DOWNSTREAM GAUGE O O• A G Oc v UPSTREAM GAUGE I TDIRECTION C I OF FLOW MAIN DRAIN I - f B F�I 806FG03C D H Model G Riser Check Valve Dimensions refer to Fig.1 • ' = Dimensions Valve Size A B C D E F G H 1-1/2"(40 mm) 6-1/4" 3-1/2" 3/8" 4-15/16" 5-3/4" 3-5/16" 10-5/8" 4-7/8" (160mm) (90mm) (9.5mm) (125mm) (146mm) (84mm) (270mm) (124mm) 2"(50 mm) 6-1/2" 3-3/4" 3/8" 5-3/16" 5-3/4" 3-5/16" 10-7/8" 5-3/16" (165mm) (95mm) (9.5mm) (132mm) (146mm) (85mm) (276mm) (132mm) 2-1/2"(65 mm) 7-1/8" 4-11/16" 1-15/16" 5-3/16" 5-3/4" 5-1/2" 13-1/8" 7-3/4" (180mm) (120mm) (49.2mm) (132mm) (146mm) (140mm) (333mm) (197mm) 76 mm 7-1/8" 4-11/16" 1-15/16" 5-3/16" 5-3/4" 5-1/2" 13-1/8" 7-3/4" (180mm) (120mm) (49.2mm) (132mm) (146mm) (140mm) (333mm) (197mm) 3"(80 mm) 7-5/8" 4-15/16" 1-15/16" 7-11/16" 5-3/4" 5-1/2" 13-1/8" 8-1/8" (195mm) (125mm) (49.2mm) (195mm) (146mm) (140mm) (333mm) (265mm) 4"(100 mm) 8-7/16"(215 6-1/8" 3-5/16" 10-1/8" 5-3/4" 6-7/16" 15-1/2" 9-7/16" mm) (156mm) (84.1mm) (257mm) (145mm) (165mm) (395mm) (240mm) 6"(150 mm) 10-1/4"(260 7" 3-5/16" 11" 5-3/4" 6-7/16" 15-1/2" 10-7/16" mm) (178mm) (84.1mm) (280mm) (146mm) (165mm) (395mm) (265mm) 165 mm 10-1/4"(260 7" 3-5/16" 11" 5-3/4" 6-7/16" 15-1/2" 10-7/16" mm) (178mm) (84.1rnrn) (280mm) (146mm) (165mm) (395mm) (265mm) 8"(200 mm) 12-1/2"(320 8-1/8" 3-5/16" 12-1/8" 5-3/4" 6-7/16" 17-3/4" 11-7/16" mm) (205mm) (84.1mm) (308mm) (145mm) (165mm) (450mm) (290mm) 10"(250mm) 14-1/2" 9-1/8" 3-5/16" 13-1/8" 5-3/4" 6-7/16" 19-3/4" 12-7/16" (368mm) (232mm) (84,1mm) (333mm) (145mm) (165mm) (502mm) (316mm) Bulletin 806 Page 2 of 3 July 2018 12 www.rellablesprinkler.com Fi ure Components(refer to Table C) Figure Components(refer to Figure 2) Item Part Name Material 12 (8-AND 10°ONLY) No. 1 Valve Body Gray Iron,ASTWA48 Class 30A 1 7 11 8 2 2 Seat Bronze C83600 or C93200,ASTWB605 1/4"NPT 3 Clapper Stainless Steel 304,ASTM-A240 EACH SIDE 4 Facing Seal* EPDM Rubber 5 Clamping Ring Stainless Steel 304,ASTM-A240 6 Gasket* EPDM Rubber 7 Spring Stainless Steel 302,ASTM-A313 8 Hinge Pin Stainless Steel 303,ASTWA582 9 Bolt Stainless Steel 304,ASTM-F593 10 Locknut* Stainless Steel 303,ASTM-17594 1/2"NPT ro F'E12PShoulderEye g,'/e'NPT Steel EACH SIDE y s 5 Steel * Part of Replacement Seal Kit 3/4°NPT(1-1/2°&2°) 3 4 1-1/4'NPT(2-1/2;31,&76mm) 806FG020 0NPT(4,6',8,101,&165mm) Replacement Seal Kits • ' " Part Number 27 2 V 76mm 3„ 4„ 61 1 165mm g„ 101, (40mm) (50mm) (65mm) (80mm) ( MMM) (150mm) (200mm) (250mm) Replacement Seal Kit 6888040015 6888040020 6888040025 6888040025 6888040030 6886040040 6888040060 6888040060 6888040080 6888040090 Body Seat Sub Assembly 9100520A 9100520B 91005202 91005201 91005203 91005204 91005206 91005205 91005218 91005210 Installation The Reliable Model G Riser Check Valve shall periodically be The Model G Riser Check Valve shall be installed in accor- given a thorough inspection and test. NFPA 25,"Inspection, dance with NFPA 13, "Standard for the Installation of Sprinkler Testing and Maintenance of Water Based Fire Protection Systems," as well as the requirements of any authorities having Systems," provides minimum maintenance requirements. jurisdiction.When installed vertically,the direction of flow shall Replace any components found to be corroded,damaged, be up through the assembly. For horizontal installations,the worn or non-operable. Increase the frequency of inspections hinge pin must be located to the top. Failure to follow instal- when the valve is exposed to corrosive conditions or chem- lation instructions may void the warranty and/or listing of the icals that could impact materials and/or operation of the valve.Verify compatibility of the Model G Riser Check Valve assembly, materials with the water supply and the environment where the valve will be installed prior to installation. Guarantee Maintenance For Reliable Automatic Sprinkler, Co., Inc. guarantee,terms, and conditions,visit www.rellablesprinkler.com. The owner is responsible for maintaining the fire protection system in proper operating condition.Any system mainte- Ordering Information nance or testing that involves placing a system out of service may eliminate the fire protection that is provided by the fire Specify protection system. Notify any required authorities having jurisdiction and implement appropriate precautions prior to 1. Reliable Model G Riser Check Valve proceeding. 2. Size Bulletin 806 Page 3 of 3 July 2018 www.rellablesprinkler.com T L M, Your reliable firefighting supplier Test and drain valve (Straight type) Test and drain valve provides both the test and the drain function for wet sprinkler systems. It contains a single handle ball valve with 3 working positions, also includes tamper resistant test orifice and sight glass. • Certificate: UL Listed/FM Approved • Standard: UL 258, comply with NFPA 13 ti • Connection: Female thread, or grooved -; • K-factor: K5.6, K8.0, K11.2, etc. ��' � • W. pressure: 300/ 175 psi • Surface: Rough brass B U� AFOWED I- i A Main parts and material a _ —-- — _.......... Body 1 Stem Cast or forged brass m ,�r B II s Cast or forged brass,chrome plated ------- ---- -- _. .._ . w -- --------- --- _. _... Sight glasse"s Polycarbonate Handle Carbon steel b Available size (Source 1 with 300 psi) Sized i,,, Dimension(mm) Nominal:'] Working 1 I K-Factory <Oriflic I Connection Ref No pressure(p$i) , 1" 25 127 131 K5.6 1/2" NPT/BSPT/GRV 300 VC0101 (UUFM) _.._..................._..........._....................._.__,......._— _----...._...._-_....-. --------— --------_ .. __._...................._.__........................_..- ------- 1-1/4" 32 127 131 K5.6 1/2" NPT/BSPT/GRV 300 VC0102(UUFM) 1-1/2" 40 167 161 K5.6 _ 1/2" NPT/BSPT/GRV 300 VC0103(UUFM)' 2" 50 167 161 K5.6 1/2" NPT/BSPT/GRV 300 VC0104(UUFM) Note: For size 1-1/4"and 1-1/2"of grooved connection,they are only UL listed,not FM approved. vcoi/ ,e iE7'Sn� TPMCSTEEL Your reliable firefighting supplier Test and drain valve (Straight type) Available size (Source 2 with 175 psi) Size D�mensron(mm) unp„�� No _ Working yn;r � w K=F"actor Or�fice,u, G Connection ti ure Ref No NPS ��u DN press (psi _ _.,.._.._.<:v»......... ^- .�:: _5 1" 25 115 148 K5.6 1/2" NPT/BSPT -- 175 _ VC0111 (UUFM)" 1-1/4" 123 161 K5.6 1/2" NPT/BSPT 175 VC0112(UUFM)* ......._..........................._..._._... - .._.......___.............. - -._................... ............... .............................. _ ...................... ............._ - ....----. _ .................._._....._........_.... - 1-1/2" 40 136 173 K5.6 1/2" NPT/BSPT/GRV 175 VC0113(UUFM) 2" 3 173 _._..... -- -........._ -5—- ....._..... .........._ ----.._........._.............--- S-T- GRV -...._....._-.._..... 175 VC0114(UUFM) -.._. ...._. ,.. Note: For size 1"and 1-1/4",it is available with F x F and F x M threaded connection. Available size (Source 3 with more orifices) 7-77" Size Dimension mm : �� ° Working71 s ( ) �. Nominal W NPS DN A g �, K factor �.�.,:, pressure,.�psi). : Orifice Connection e KY _1" 25 128 136 K2.8 3/8" NPT/BSPP 300 _ VC0121 (UUFM) 1" 25 128 136 K4.2 7/16" NPT/BSPP 300 VC0122(UUFM) -1" 25 128 136 K5.6 1/2" NPT/BSPP 300 VC0123(UUFM) ..............- --- ....................._ --�.__....__..---_..._.........__....._ _...._...__...._._..............._-__.... 1" 25 128 136 K8.0 17/32" NPT/BSPP 300 VC0124(UUFM) 1-1/4" 32 128 136 K2.8 3/8" NPT/BSPP/GRV 300 VC0125(UUFM) ..-_................____ _. - _..__.__.._._.._..............__ __.._. _.....-.__ ____._....._.....__._ ___ .._..._...........-_.___ .._.... _—_ 1-1/4" 32 128 136 K4.2 7/16" NPT/BSPP/GRV 300 VC0126(UUFM) 1-1/4" 32 128 - 136 K5.6 1/2" NPT/BSPP/GRV 300 VC0127(UUFM) -..................._ _ __ __.__........-._.____- --------._._—.___..._....._..........._._._._. _.......__................__.-__ ---___ _ ...._.._...__...........__.-.__. __......._�. 1-1/4" 32 128 136 K8.0 17/32" NPT/BSPP/GRV 300 VC0128(UUFM) 1-1/4" 32 ._ _..._.____...._.....___..__.____...._.._.......__...._ __ _........ 1-1/4" 32 128 136 K14.0 3/4" ....... _..___-......... -._......_ ------- 2" 50 157 173 K4.2 7/16" NPT/BSPP/GRV 300 VC0131 (UUFM) 2" 50 157 173 K5.6 1/2" NPT/BSPP/GRV 300 VC0132(UUFM) ... .---..._......._..._....---......_...,.__..__... ---.....................- ---- ._._-...._--..........._........._._. _--._._......._....._......... _..........__...�_... --- 2" 50 157 173 K8.0 17/32" NPT/BSPP/GRV 300 VC0133(UUFM) 2" 50 157 173 K11.2 5/8" NPT/BSPP/GRV 300 VC0134(UUFM) ................._..---.-._. ---- .._...........---..__. ..._..._........._......._.._..._...- -.. __.._..... - - -----....................� ._......_._._._......._-..._.__._... .....__... ------ 2" 50 157 173 K14.0 3/4" NPT/BSPP/GRV 300 VC0135(UUFM) 2" 50 157 173 K16.8 15/16" NPT/BSPP/GRV 300 VC0136(UUFM) -........................ ___._.................._......--_- __------__..........._.... -_............._......._......._............__... - -- _....... - _...._..._.._.........._._._....__._........._ -- ._._..._.. ---�.._......._ 2" 50 157 173 K22.4 1-5/64" NPT/BSPP/GRV. 300 V20137 UUFM _..- 2..._.._- -._.........__50...............- ---157....... - -- 173......................_......_.._K25._2...........__._....1_9/64"........_NPT/BSPP./GRV __......__... 300.._ .._....._... VC0138..(UUFM).._ Available size (Source 4 with FM) Size° n� � Dimension(mm) �� Nominal *b'° Working Mp zPS Nt DN k¢ A B K=Factor Orifice Connection pressure(pst) Ref No 1" 25 135 130 _.._....... K .8 3/8" PT../B_S.P__ _. 300_...._................. VC0141 (F_M) ................----_ ._..._._.._.......... ........... .._..._......... 1 _ 25 135 130 K4.2 7116" NPT/BSPT 300 VC0142(FM) _..._._...............- - .............. -- _... ...-..._.................--- 1" 25 135 130 K5.6 1/2" NPT/BSPT_ 300 VC0143(FM) 1-1/4" 32 135 133 K2.8 3/8" NPT/BSPT 300 VC0144(FM) .....----........ .-_... .................._....- - __.............._............_....- _ _...........----- ...............__...---._......_.. _.._._.__._........__...- ___............._......_... --._........ --- 1-1/4" 32 135 133 K4.2 7/16" NPT/BSPT 300 VC0145(FM) 1-1/4" 32 135 133 K5.6 1/2" NPT/BSPT 300 VC0146(FM) VC01/ .5. A4 l re % ® TPMCSTEEL Your reliable firefighting supplier Test and drain valve (straight type) Available size (Source 4 with FM) �} .f �'Worlt�ng k Size Dimension mm ai�, M� K-Factor Orel ce¢��, Co ection pressure(psi)t Ref No =NPS �DN A �B a bin n 1-1/2" 40 164 152 K2.8 3/8" NPT/BSPT 300 VC0147(FM) _ __...__.....__._....................................__._.._._— .. .—....._....._........_...................---- -- ----------.......__......................................_._.. —. _.....__............................................................................ ..._....----- -...._._. 1-1/2" 40 164 152 K4.2_ 7/16" NPT/BSPT 300 VC0148(FM) 1-1/2" 40 164 152 K5.6 1/2" NPT/BSPT 300 VC0149(FM) -- -------.._ _............- ...._..._.....---- _---.._..__.................--— -- ._.._._._..-._....._ _—....._.-..-_.........- 2" 50 181 152 K2.8 3/8" NPT/BSPT 300 VC0150(FM) ._._..__..._......___................... ._.............._.__...___.__. 2" 50 181 152 K4.2 7/16" NPT/BSPT 300 VC0151 (FM) 2" 50 181 152 K5.6 1/2" NPT/BSPT 300 VC0152(FM) 2" 50 181 152 K8.0 17/32" NPT/BSPT 300 VC0153(FM) 2" 50 181 152 K11.2 5/8" NPT/BSPT 300 VC0154(FM) VC01/ Alk INTERNATIONAL 1050 Broadway, Westville, NJ 08093 R 800-908-0523 F. 856-456-9223 www.lansdaleinternational.com 41,1z 2 2Y211 SINGLE CLAPPER SIAMESE Fire Deparhnent Connection are all brass featuring single clapper design. UL Listed/FM Approved.* FN t I 4 I I O I Straight Single Clapper 1 Body Brass 2 Clapper Brass 3 Hinge Pin Vulcanized I 4 O-RingRubber i 5 Hose Coupling Brass Vulcanized 6 Rubber Facing Rubber I 7 Ball Bearings 8 Screw Brass Rod ' *UUFM listings under manufacturers Wilson&Cousins or Ban Chang Hardware PROJECT INFORMATION APPROVAL STAMP Project: ❑ Approved Address: ❑ Approved as noted Contractor: 8 Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: Page 1 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 SAFETY DATA SHEET This Safety Data Sheet conforms to ANSI Z400.5, and to the format requirements of the Global Harmonizing System. THIS SDS COMPLIES WITH 29 CFR 1910.1200 (HAZARD COMMUNICATION STANDARD) IMPORTANT: Read this SDS before handling & disposing of this product. Pass this information on to employees, customers, & users of this product. SECTION 1. IDENTIFICATION OF THE SUBSTANCE OR MIXTURE AND OF THE SUPPLIER PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 PRODUCT USES: Chemical Processing COMPANY IDENTITY: Noble Company COMPANY ADDRESS: 7300 Enterprise Dr. COMPANY CITY: Spring Lake, MI 49456 COMPANY PHONE: 1-231-799-8000 EMERGENCY PHONE: 1-231-799-8000 SECTION 2. HAZARDS IDENTIFICATION CAUTION 2.1 HAZARD STATEMENTS: (CAT = Hazard Category) This product has been evaluated and classified as defined by OSHA Hazard Communication Standard, 29CFR 1910.1200. GHS Classification: Eye Irritation (Category 2B Mild Irritant Skin Irritation (Category 3 Mild Irritant Acute Toxicity (oral, Category 5) GHS PICTOGRAMS: Not Applicable GHS SIGNAL WORD: Warning GHS HAZARD STATEMENTS: H303 May be harmful if swallowed H316 Causes mild skin irritation H320 Causes eye irritation GHS PRECAUTIONARY STATEMENTS: P262 Do not get in eyes, on skin, or on clothin P301 +330 + 331 + P312 IF SWALLOWED: Rinse mouth.g. Do NOT induce vomiting call a POISON CENTER or doctor/physician IF you feel unwell. P303 + P361 + P353 IF ON SKIN or hair): Remove/Take off Immediately all contaminated c othing. Rinse SKIN with water/shower. P333 + P313 IF SKIN irritation or rash occurs: Get medical advice/attention. P305 + P351 + P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P337 + P313 IF eye irritation persists: Get medical advice/attention. 2.2 PRECAUTIONARY STATEMENTS: PREVENTION:Observe good industrial hygiene practices. Isolate from extreme heat & flame. RESPONSE: Wash hands after handling STORAGE: Store away from incompatible materials. DISPOSAL: Dispose of waste and residues in accordance with local authority requirements. SEE SECTIONS 8, 11 & 12 FOR TOXICOLOGICAL INFORMATION. SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS MATERIAL CAS# EINECS# VOL% Water 7732-18-5 50 Glycerol 56-81-5 46 Unlisted components are considered non-hazardous as per 29CFR1910.1200g2C. See section 15 for specific state right-to-know information if applicable. Page 2 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 SECTION 4. FIRST AID MEASURES 4.1 MOST IMPORTANT SYMPTOMS/EFFECTS, ACUTE & CHRONIC: See Section 11 for Symptoms/Effects (acute & chronic). 4.2 EYE CONTACT: For eyes, flush with plenty of water for 15 minutes & get medical attention. 4.3 SKIN CONTACT: In case of contact with skin immediately remove contaminated clothing. Wash thoroughly with soap & water. Wash contaminated clothing before reuse. 4.4 INHALATION: Inhalation is not an expected route of exposure. If respiratory irritation or distress occurs, remove victim to fresh air. If irritation persists, seek medical attention. 4.5 SWALLOWING: Never give anything by mouth to an unconscious person. If swallowed, do not induce vomiting. Give 1-2 glasses of water to drink, if conscious and alert. Notes to physician: treat symptomatically. No specific antidote available. Consideration should be given to the possibility that overexposure to materials other than this product may have occurred. SECTION S. FIRE FIGHTING MEASURES 5.1 FIRE & EXPLOSION PREVENTIVE MEASURES: NO open flames. 5.2 SUITABLE (& UNSUITABLE) EXTINGUISHING MEDIA: Use dry powder, alcohol-resistant foam, water spray, carbon dioxide. 5.3 SPECIAL PROTECTIVE EQUIPMENT & PRECAUTIONS FOR FIRE FIGHTERS: Use caution when fighting any fire. Adequate respiratory protection is essential. SECTION 6. ACCIDENTAL RELEASE MEASURES 6.1 PERSONAL PRECAUTIONS, PROTECTIVE EQUIPMENT & EMERGENCY PROCEDURES: Use suitable protective equipment (See Section 8: "Exposure controls / personal protection"). High risk of slipping due to leakage/spillage of product. 6.2 ENVIRONMENTAL PRECAUTIONS: Keep from entering storm sewers and ditches which lead to waterways. 6.3 METHODS & MATERIAL FOR CONTAINMENT & CLEAN-UP: Stop spill at source. Dike and contain. Collect leaking liquid in sealable containers. Absorb remaining liquid in sand or inert absorbent. Remove to safe place. SECTION 7. HANDLING AND STORAGE 7.1 PRECAUTIONS FOR SAFE HANDLING: Avoid breathing vapors and mists. Avoid direct or prolonged contact with skin and eyes. In cold weather, liquids may stratify and freeze. This does not damage the product. If freezing occurs, thaw and remix before using. Frozen material may be thawed in a warm room. Avoid localized overheating. Vent drums while heating. Mix thoroughly to assure homogeneity. Handle with care. Wash thoroughly after handling. 7.2 CONDITIONS FOR SAFE STORAGE, INCLUDING ANY INCOMPATIBILITIES: Keep container closed. Store in an area that is dry and well-ventilated; away from incompatible materials (see section 10). For Industrial and commercial use only! I Page 3 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 SECTION B. EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1 EXPOSURE LIMITS: MATERIAL CAS# EINECS# WT % Water 7732-18-5 231-791-2 50 Glycerol 56-81-5 - 46 Inhibitor Confidential - <1% This product contains no EPA Hazardous Air Pollutants (HAP) in amounts > 0.1%. 8.2 APPROPRIATE ENGINEERING CONTROLS: Ventilation / Local Exhaust: General room ventilation. Ventilation / Mechanical Recommendations: None required. 8.3 INDIVIDUAL PROTECTION MEASURES, SUCH AS PERSONAL PROTECTIVE EQUIPMENT: Respiratory Protection: Not required for properly ventilated areas. Skin Protection: Vinyl or rubber protective gloves. Eye Protection: Goggles or face shield. Other Protective Equipment: Vinyl apron (optional). SECTION 9. PHYSICAL & CHEMICAL PROPERTIES APPEARANCE: Liquid, Orange ODOR: Characteristic ODOR THRESHOLD: Not Available PH (Neutrality): 7.5-9 MELTING POINT/FREEZING POINT: +18 C / +64 F (solidifies at much lower temp) BOILING RANGE (IBP, 50%, Dry Point): 100 100 290* C / 212 212 554* F (*=End Point) FLASH POINT (TEST METHOD): 177 C / 352 F (CDC) EVAPORATION RATE (n-Butyl Acetate=l): Not Applicable FLAMMABILITY CLASSIFICATION: Class III-B LOWER FLAMMABLE LIMIT IN AIR (% by vol): 10.0 (Lowest Component) UPPER FLAMMABLE LIMIT IN AIR (% by vol Not Available VAPOR PRESSURE (mm of Hg)@20 C 17.5 VAPOR DENSITY (air=1): 0.670 GRAVITY @ 68/68 F / 20/20 C: DENSITY: 1.125 SPECIFIC GRAVITY (Water=l): 1.16-1.17 POUNDS/GALLON: 9.421 WATER SOLUBILITY: complete PARTITION COEFFICIENT (n-Octane/Water): -2.6 (calculated) AUTO IGNITION TEMPERATURE: Not Applicable DECOMPOSITION TEMPERATURE: Not Available TOTAL VOC'S (TVOC)*: 0.0 Vol% /0.0 g/L / 0.000 Lbs/Gal NONEXEMPT VOC'S (CVOC)*: 0.0 Vol% /0.0 g/L / 0.000 Lbs/Gal HAZARDOUS AIR POLLUTANTS (HAPS): 0.0 Wt% /0.0 g/L / 0.000 Lbs/Gal NONEXEMPT VOC PARTIAL PRESSURE (mm of Hg @ 20 C) 0.0 VISCOSITY @ 20 C (ASTM D445): 4.4 mPa.s * Using CARB (California Air Resources Board Rules). SECTION 19. STABILITY & REACTIVITY 10.1 REACTIVITY & CHEMICAL STABILITY: Stable under normal conditions, no hazardous reactions when kept from incompatibles. 10.2 POSSIBILITY OF HAZARDOUS REACTIONS & CONDITIONS TO AVOID: Isolate from oxidizers, heat, & open flame. 10.3 INCOMPATIBLE MATERIALS: The substance decomposes on extreme heating producing fumes of acrolein. The substance can readily react with strong oxidants, causing fire & explosion hazard. 10.4 HAZARDOUS DECOMPOSITION PRODUCTS: Carbon Oxides, acrolein from burning. 10.5 HAZARDOUS POLYMERIZATION: Will not occur. Page 4 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 SECTION 11. TOXICOLOGICAL INFORMATION 11.1 ACUTE HAZARDS 11.11 EYE & SKIN CONTACT: Not irritating to skin. May be irritating to eyes. Wash thoroughly after handling. 11.12 INHALATION: Not likely to cause irritation at ambient temperatures. Mist can cause irritation. 11.13 SWALLOWING: Swallowing may produce gastrointestinal upset. Symptoms from ingestion of large doses may include severe abdominal pain, vomiting, and diarrhea. 11.2 SUBCHRONIC HAZARDS/CONDITIONS AGGRAVATED MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Pre-existing disorders of anyy target organs mentioned in this Document can be aggravated by over-exposure by routes of entry to components of this product. Persons with these disorders should avoid use of this product. 11.3 CHRONIC HAZARDS 11.31 CANCER, REPRODUCTIVE & OTHER CHRONIC HAZARDS: This product has no carcinogens listed by IARC, NTP, NIOSH, OSHA or ACGIH, as of this date, greater or equal to 0.1%. 11.32 TARGET ORGANS: May cause damage to target organs, based on animal data. 11.33 IRRITANCY: Irritating to contaminated tissue. 11.34 SENSITIZATION: No component is known as a sensitizer. 11.35 MUTAGENICITY: No known reports of mutagenic effects in humans. 11.36 EMBRYOTOXICITY: No known reports of embryo toxic effects in humans. 11.37 TERATOGENICITY: No known reports of teratogenic effects in humans. 11.38 REPRODUCTIVE TOXICITY: No known reports of reproductive effects in humans. A MUTAGEN is a chemical which causes permanent changes to genetic material (DNA) such that the changes will propagate across generational lines. An EMBRYOTOXIN is a chemical which causes damage to a developing embryo (such as: within the first 8 weeks of pregnancy in humans), but the damage does not propagate across generational lines. A TERATOGEN is a chemical which causes damage to a developing fetus, but the damage does not propagate across generational lines. A REPRODUCTIVE TOXIN is any substance which interferes in any way with the reproductive process. 11.4 MAMMALIAN TOXICITY INFORMATION LD50 (Oral): > 12600 mg/kg (Rat) SECTION 12. ECOLOGICAL INFORMATION 12.1 ALL WORK PRACTICES MUST BE AIMED AT ELIMINATING ENVIRONMENTAL CONTAMINATION. 12.2 EFFECT OF MATERIAL ON PLANTS AND ANIMALS: This product may be harmful or fatal to plant and animal life if released into the environment. Refer to Section 11 (Toxicological Information) for further data on the effects of this product's components on test animals. 12.3 EFFECT OF MATERIAL ON AQUATIC LIFE: LC50 / 96 hours: >5000 mg/L (Fish) EC50 / 24 hours: >10000 mg/L Daphnia magna) EC50 / 16 hours: >10000 mg/L �Pseudomonas putida) 12.4 MOBILITY IN SOIL Mobility of this material has not been determined. 12.5 DEGRADABILITY This product is completely biodegradable. BOD5/COD: 0.87/1.16 (902/9) Page 5 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 12.6 ACCUMULATION Bioaccumulation of this product has not been determined. SECTION 13. DISPOSAL CONSIDERATIONS Waste Disposal Method: Recycle, recovery and reuse of materials,where permitted, is encouraged as and alternate to disposal as a waste. Hazardous waste classification under federal regulations (40 CFR Part 261 et seq) is dependent upon whether a material is a RCRA listed hazardous waste or has any of the four RCRA hazardous waste characteristics. Refer to 40 CFR Part 261.33 to determine if a given material to be disposed of is a RCRA listed hazardous waste. RCRA Hazardous Waste Characteristics: There are four characteristics defined in 40 CFR Section 261.21-61.24: Ignitability, Corrosivity, Reactivity, and Toxicity.To determine Ignitability, see Section 9 of this SDS (flash point). For Corrosivity, see Sections 9 and 14(pH and DOT corrosivity). For Reactivity, see Section 10 (incompatible materials). For Toxicity, see Section 2 (composition). Federal regulations are subject to change. State and local requirements,which may differ from or be more stringent than the federal regulations, may also apply to the classification of the material if it is to be disposed. Is the unused product a RCRA hazardous waste (40CFR261.33) if discarded? No If yes, the RCRA ID number is • N/ARecycle, recovery and reuse of materials, where permitted, is encouraged as an alternate to disposal as a waste. Hazardous waste classification under federal regulations (40 CFR Part 261 et seq) is dependent upon whether a material is a RCRA listed hazardous waste or has any of the four RCRA hazardous waste characteristics. Refer to 40 CFR Part 261.33 to determine if a given material to be disposed of is a RCRA listed hazardous waste. RCRA Hazardous Waste Characteristics: There are four characteristics defined in 40 CFR Section 261.21-61.24: 1 nitabiLity, Corrosivity, Reactivity, and Toxicity. To determine Ignitability, see Section 9 of this SDS (flash point). For Corrosivity, see Sections 9 and 14 (pH and DOT corrosivity). For Reactivity, see Section 10 (incompatible materials). For Toxicity, see Section 2 (composition). Federal regulations are subject to change. State and local requirements, which may differ from or be more stringent than the federal regulations, may also apply to the classification of the material if it is to be disposed. Is the unused product a RCRA hazardous waste (40CFR261.33) if discarded? No If yes, the RCRA ID number is : N/A SECTION 14. TRANSPORT INFORMATION Transportation Emergency Telephone Number: 3E 24 hour number : (866)302-6855* *Please refer to c# referenced in section 1 of this sds. UN Number / DOT Proper Shipping Name / DOT Hazard Class /Packing Group / DOT Label & other information: NOT REGULATED BY DOT (neutral cleaning liquid, NOIBN) SECTION 15. REGULATORY INFORMATION 15.1 EPA REGULATION: SARA SECTION 321/312 HAZARDS: None Known All components of this product are on the TSCA list. This material contains no known products restricted under SARA Title III, Section 313 in amounts greater or equal to 1%. 15.2 STATE REGULATIONS: THIS PRODUCT MEETS REQUIREMENTS OF SOUTHERN CALIFORNIA AQMD RULE 443.1 & SIMILAR REGULATIONS CALIFORNIA SAFE DRINKING WATER & TOXIC ENFORCEMENT ACT (PROPOSITION 65): This product contains no chemicals known to the State of California to cause cancer or reproductive toxicity. 15.3 INTERNATIONAL REGULATIONS The identified components of this product are listed on the chemical inventories of the following countries: Australia (AICS), Canada (DSL or NDSL), China (IECSC), Europe (EINECS, ELINCS), Japan (METI/CSCL, MHLW/ISHL), South Korea (KECI), New Zealand NZIoC), Philippines (PICCS), Switzerland (SWISS), Taiwan (NECSI), USA MCA). 15.4 CANADA: WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS) D2B: Irritating to skin / eyes. This product was classified using the hazard criteria of the Controlled Products Regulations (CPR). This Document contains all information required by the CPR. SECTION 16. OTHER INFORMATION 16.1 HAZARD RATINGS: HEALTH (NFPA): 1, HEALTH (HMIS): 1, FLAMMABILITY: 1, PHYSICAL HAZARD: 0 Page 6 of 6 COMPANY IDENTITY: Noble Company SDS DATE: 01/01/2022 PRODUCT IDENTITY: FIREFIGHTER ELIMINATOR 1330 ORIGINAL: 02/18/2020 (Personal Protection Rating to be supplied by user based on use conditions.) This information is intended solely for the. use of individuals trained in the NFPA & HMIS hazard rating systems. 16.2 EMPLOYEE TRAINING See Section 2 for Risk & Safety Statements. Employees should be made aware of all hazards of this material (as stated in this SDS) before handling it. 16.3 SDS DATE: 02/18/2021 NOTICE The supplier disclaims all expressed or implied warranties of merchantability or fitness for a specific use, with respect to the product or the information provided herein, except for conformation to contracted specifications. All information appearing herein is based upon data obtained from manufacturers and/or recognized technical sources. COMPANY IDENTITY: Noble Company SDS DATE: 02/18/2021 PRODUCT IDENTITY: FIREFIGHTER GL46+1330P ORIGINAL: 02/18/2021 While the information is believed to be accurate, we make no representations as to its accuracy or sufficiency. Conditions of use are beyond our control, and therefore users are responsible for verifying the data under their own operating conditions to determine whether the product is suitable for their particular purposes and they assume all risks of their handling, and disposal of the product. Users also assume all risks in regards to the publication or use of, or reliance upon information contained herein. This information relates only to the product designated herein, and does not relate to its use in combination with any other material or process. Prepared by: Ryan Dibble, Noble Company Expires: 2025 -Dwyer Nancy From: Dwyer, Nancy Sent: Friday, March 18, 2022 11:04 AM To: 'ural59@hotmail.com' Subject: Old North Rd Barn LLC Good morning Ural, We have been reviewing the application for the proposed Purita Winery and have a few items which need to be addressed on the drawings. - Provide UL or equivalent design details of the fire walls,fire doors and any other fire wall opening protectives, etc. - Show a schedule of all new interior wall and ceiling finishes✓ - Provide a door schedule to include fire ratings and hardware for all doors indicated - Carbon monoxide detection as required ✓ - Indicate use and occupant load of the"entry".. it shares the fire area of the tasting room - Please indicate the included areas calculated which determine the occupant load ✓ - Adjust restroom awning window which opens into a path of egress ✓ - Clarify if there is a step between the entry and tasting area-the building section shows varying floor heights 6- " - Foundation plan makes reference to grade beam detail, however detail is not provided Once we have these additional items,we can continue the review of this application. If you have any questions regarding our requested items please feel free to reach out to the building department. Thank you, JVancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i ,Town of Southold• FireMarshal Plan Review, jest Purita Winery °Date 1/25/22. Address 5415 Old North Rd. Southold' SCTM.: 51-3-5.1 kite # I�t Nam �e�scrpro� y & Code efeence 'A Item#1 Provide UL or equivalent design details of the fire wall, fire doors,any other fire wall opening protectives,etc. BC Section 703 Item#2 Show a schedule of all new interior wall and ceiling finishes. BC Section 803 Item#3 Show use and occupant load of"entry". A&&4 Am area,, W/ �Aj.; for,-I Item#4 Provide a door schedule to include fire ratings and hardware for all doors. Item#5 Provide carbon monoxide detection as required. FC Section 915 �l �"1 . jeUl (4)1 VIJ(d� t Q/ IZGSS �I=R.T `l /a�/ a i 5 A 2 - REVISIONS: SITE DATA December 10, 2024 SCTM # 1000-51-03-4.11 PROPERTY: 5415 Old North Road ADDRESS Southold NY, 11971 OWNER: Claudia Purita 19995 Soundview Ave. r Southold, NY 11971 m SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC u� DEVELOPMENT RIGHTS INTACT- 3.7431 AC TOTAL SITE AREA: 25.1943 AC 3$�q SOUNDVIe .AVENUE ZONING: AC isw SURVEYOR: Peconic Surveyors 0 Zvi �3$„ N/SCTM /N�'\4 �48 �0/' 36'S.31' Box �ry ��oo� �ry 12030 Traveler Street �61yTs �y? ry0 Southold, NY 11971 �` ri , r�c7� /° 0 LICENSE #49618 �, S 0 Uj w Z Q 0 w W C Z F- 0 O Z 5 88 2651011 E 175.00, Q O o z J W O M 000 AILDBERR'r LANE in r ' SCTM # 1000-51-03-4.14 (DEVELOPMENT' m,". '. . RIGHTS SOLD) �d / ,, " �n" .�� FINAL APPROVAL ISSUED ONLY FOR � T, STIING ROOM, & ASSOCIATED SEPTIC SYSTEI' o � µ � gm,�, 12/24/2024 � ., C 10- 13-0005 S PER FLAK. _ a O 5 88 26' 50" E 175.0 c'"' �,�r.�,�,.Y, � F�'.. ., � � •' Z et ICI FINAL APPROVAL ISSUE ) ONLY FOR I L I���� M,��:. ���' —� � -e 0 . �M Q z . TASTING ROOMASSO�IATEQ SEPTIC SYSTEM r ;�-� � w a AS PERPLAN. �' g � � D : _.. ' SCTM # 1000-51-03-4.13 (DEVELOPMENT \ \ RIGHTS SOLD) \� SEE SHEET l f"f #Si=12 FOR SITE EXISTING RETAIL ft ENL A RGEMENT BUILDING PROJECT NO: 0701 I�'L , �I� J INSTALLED SEPTIC I.!; 5�L39-� �iY LIN DRAWN BY: UT 5Y5TEM #2, ,N WINE PRODUCTION -INSTALLED SEPTIC CHECKED BY: BUILDING I ® ' SYSTEM# ! ®0 I Q TASTIN6 ROOM FINAL APPROVAL ISSUED ONLY FOR DATE: m _ March 22, 2022 SCALELor TESTINC a ROOM SEPTIC SYS E lee100'-0" NNor ADWELLING �\0{G /� AS f�p E R PLAN . SHEET TITLE: 3 o OVERALL p N 3 56 O E �a � �� N8Fh 17 � INSTALLED SEPTIC ° SITE PLAN SYSTEM 5, DWELLING \� �,���,�\:\,� INSTALLED O �y \\ TASTIN6 OOM WINE UNDER UB GROUND fPLIG PRODUCTION m SCTM ._� m BUILDING O m BUILDING - (DEVELOPMENT lei I � ROAD TO TASTrING p9 z RIGHTS INTACT) ijn m ROOM BUILDINGS OLD NORTH ROAD N 86 03, 30" W 185.0' N Q 860 30 W 6 • TO �0 SHEET NO.: OLD I NORTH ROAD INSTALLED UNDERGROUND PUBLIC, WATER LINE FROM PUBLIC, INATEFR ROAD TO DWELLING MAIN IN ROAM INSTALLED UNDERGROUND PUBLIC WAITER N LINE FROM WATER LINE IN ROAD TO%1013 1 T E P "L SCDHS AS BUILT PRODUCTION BUILDING SCALE: 1 _ 100'-011 Ref #C1 0-13-0005 REVISIONS: I December 10, 2024 I I I I I I I ag 388.g0'— _ I I -Ise OF DEELOP'MENT RI GHT5 501-D I i u- I — i j _ - - - _ _ _ _ - - - - - - -- j 1 TALLED SEFTI SYSTEM #1 FOR TASTIN& BU1 DING 2,000 GAL SEPTIC, TAN (ST) I— — I FprRNI ROAD I O FT IA x 4 FT LD (ST) (1) I 0 6 L GREASE TRAP (6T) _ I 5 TDI x5FTLD I I (6) L CHIN POOL (LP) i I oc'0 LP 5 T. DI X 6 FT. HT. 0 I I I 4a' a 52' b t I a b DI' M a ' tl I *,4* LP LP b°" LP D23' I FINAL APPROVAL ISSUED ONLY FOR Z Lou I I NOTE: b!"N 050, z I 5EE SHEET #5P1 FOR b TASTING ROOM & ASSOCIATED SEPTIC SYCR, I i I �I OVERALL SITE PLAN P LP b;; ST I AS P E R PLAN . — (� z� I 6T I Q I 'Srb°A O c 24 %� I way 41" 06 PARKING AREA I I ENTRY UP t � I I I Z I 0 RPZ VALVE FOR FIRE F— I I SPRINKLER SYSTEM LOCATED /j A O I d IFINAL APPROVAL ISSUED ONLY FORIN INDOOR MECHANICAL ROOM I I' mmj O W EW ADDITION Z 0 TASTING ROOM ASSOCIATE � �R,.�L •OER, O r _R H GRADE FOR SPRINKLER i, L——J I ? AS I_A SYSTEM / 0) I I I � EXIS � I u- U1 I ELEG I _ — I I NEW UNDER&ROU TRANP PUS _j I N N 2"DIA, 54" BELOW GRADEII Q I FOR DOMESTIC WATER ------------ I� _----------------"--------- EXISTING UNDERGROUND m NS6 03 50 m I I 86 05 50 1N ELECTRIC 4 UTILITIES LINE Z I I ►ten F_ _ _ _ - - - -I- - - 4 ' , 3011 � I z F- p I V o O I r- - - ' ~ >— � �: ti I i _ � z � I 1 I I C') o - Q z z II � Q �'.<neo. E tea,;_ ,� .sm•« a� .n 'w,., "»,. •,;,, . � � . . @ i, °, 4•� R waz . ,, 1 Q ;:, &. I• a € ;p. .. '.k +. &ham , 3a t '4e F', A fu I � I I w, I 1 M 12/24/2024 4, 1 - - -- 1 NEW UNDERGROUND � " r C1 0005 PUBLIC, WATER LINE k 2"DIA 54" BELOW GRADE I NEW UNDERGROUND PUBLIC ' ATER LINE 4"DIA, 54" BELOW ' FOR DOMESTIC, WATER W I I GRADE FOR SPRINKLER 1 t, i � •d., r $ P i I SYSTEM ' EXISTING UNDERGROUND I ' ELECTRIC, 4 UTILITIES LINE r ' °�,,,n:g .., r" , , .�« 4�• . ,r ... PROJECT NO: 0701 s,>.: ?' 1"•„,.>< a`. wt;a i 3 wr 3 <.n ..,.d C;`;` A n a€ °� U`„ ,....�a fm.`,g ,a: ,,,„.v. t M'�...a{ DRIVEWAYw • ' ` o^.t r °.. , ,t DRAWN BY: I i — � � � �,•�' , I nb�; I,r� i".i ",I r, °.m; 's..,, .E A k, — UT I I , CHECKED BY: I I I I ,, � I ' - DATE: March 22, 2022 Rf Z \/AL\/E FOfi� . I IQ D LY OMESTIO NATER ° FINAL APPROVAL ISSUED ON ;. m , ... .de — r �_:� SCALE: low _ QC TASTING �t� a J ,MATED SEPTIC SYSTEVItl_ , _� _===t Im_• ag " .I' SHEET TITLE: _ 'n °•,-« °^'i ! ,«.nR'��.�� '� z s +�,P.r� �r r.�, � � 8 I..,..�e ;, � F r «w 1 ER PLA . SITE ml UTILITIES 1 PLAN m I I X 53' ; WATER PUBLIC IMETER w i L J N 86 O5, 5011 W W I61. PUBLIC ATER i MAIN IN RO ' IN ISS.o " 1 S6 O3 30 � ►""'m� SHEET NO.: �T 1 �40 _ PUC�LIG WATER mommomm— _-mom ..� VAS VE —_.� AA LIMSCDHS AS BUILT I �] "'N N L t SCALE: I ;20'-0vv Ref #C10=13-00105 C®Mcheck Software Version 4.1.5.3 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Purita Winery Location: Southold, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 17% Construction Site: Owner/Agent: Designer/Contractor: 5415 Old North Road Claudia Purita Ural Talgat Southold, NY 11971 Old North Rd Barn LLC 436 7th Street 5195 Old North Rd Greenport, NY 11944 Southold, NY 11971 631 477 8963 ural59@hotmail.com Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed High Performance HVAC, 1.0 credit Building Area Floor Area 1-Retail : Nonresidential 2382 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1 Tasting Room:Attic Roof with Wood Joists,[Bldg.Use 1 Retail] 1520 0.0 33.0 0.029 0.027 Roof 2 Entry&Bathrooms:Attic Roof with Wood Joists,[Bldg.Use 1 - 862 30.0 3.0 0.031 0.027 Retail] Floor 1:Wood-Framed,[Bldg.Use 1 -Retail] 1520 30.0 7.0 0.027 0.033 Floor 2:Slab-On-Grade:Heated Fully Insulated(user specified 125 --- 10.0 0.000 0.620 perimeter R-value+R-10.5 under slab),[Bldg.Use 1 -Retail](c) NORTH Exterior Wall 5 north elev:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 185 19.0 7.0 0.044 0.064 Window 10:Wood Frame:Operable,Perf.Specs.:Product ID TW26410, 13 --- --- 0.300 0.450 SHGC 0.21,PF 0.17,[Bldg.Use 1 -Retail](b) Window 10 copy 1:Wood Frame:Operable,Perf.Specs.:Product ID 13 --- --- 0.300 0.450 TW26410,SHGC 0.21,PF 0.17,[Bldg.Use 1 Retail](b) Window 10 copy 2:Wood Frame:Operable,Perf.Specs.:Product ID 13 --- --- 0.300 0.450 TW26410,SHGC 0.21,PF 0.17,[Bldg.Use 1 -Retail](b) Exterior Wall 6 north elev:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 452 19.0 7.0 0.044 0.064 Window 13:Wood Frame:Fixed,Perf.Specs.:Product ID DHP310410, 20 --- 0.300 0.380 SHGC 0.21,PF 2.62,[Bldg.Use 1 -Retail](b) Window 13 copy 1:Wood Frame:Fixed,Perf.Specs.:Product ID 20 --- --- 0.300 0.380 DHP310410,SHGC 0.21,PF 2.62,[Bldg.Use 1 -Retail](b) Window 13 copy 2:Wood Frame:Fixed, Perf.Specs.:Product ID 20 --- --- 0.300 0.380 DHP310410,SHGC 0.21,PF 2.62,[Bldg.Use 1 -Retail](b) Window 16:Wood Frame:Fixed,Perf.Specs.:Product ID CX13,SHGC 7 --- --- 0.300 0.380 0.21,PF 0.18,[Bldg.Use 1 -Retail](b) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 1 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter EAST Exterior Wall 3 east elev:Wood-Framed,16"o.c.,[Bldg.Use 1 -Retail] 284 19.0 7.0 0.044 0.064 Door'2:'Insulated Metal,Swinging,[Bldg.Use 1 -Retail] 42 --- --- 0.140 0.610 Exterior Wall 4 east elev:Wood-Framed,16"o.c.,[Bldg.Use 1 -Retail] 365 19.0 7.0 0.044 0.064 Window 8:Wood Frame:Fixed,Pert.Specs.:Product ID FHW21611, 14 --- --- 0.300 0.380 SHGC 0.21,PF 5.00,[Bldg.Use 1 -Retail](b) Window 9:Wood Frame:Fixed,Perf.Specs.:Product ID FHW21611, 14 --- --- 0.300 0.380 SHGC 0.21, PF 5.00,[Bldg.Use 1 -Retail](b) Door 3:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 41 --- --- 0.300 0.770 Specs.:Product ID FHW60611,SHGC 0.21,PF 5.00,[Bldg.Use 1 - Retail](b) SOUTH Exterior Wall 7:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 452 19.0 7.0 0.044 0.064 Window 17:Wood Frame:Fixed, Pert.Specs.:Product ID CXW13, 9 --- --- 0.300 0.380 SHGC 0.21,PF 0.11,[Bldg.Use 1 -Retail](b) Window 17 copy 1:Wood Frame:Fixed,Perf.Specs.:Product ID 9 --- --- 0.300 0.380 CXW13,SHGC 0.21,PF 0.07,[Bldg.Use 1 -Retail](b) Window 17 copy 2:Wood Frame:Fixed,Perf.Specs.:Product ID 9 --- --- 0.300 0.380 CXW13,SHGC 0.21,PF 0.11,[Bldg.Use 1 -Retail](b) Window 20:Wood Frame:Fixed, Perf.Specs.:Product ID CX13,SHGC 7 --- --- 0.300 0.380 0.21,PF 0.18,[Bldg.Use 1 -Retail](b) Exterior Wall 8:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 181 19.0 7.0 0.044 0.064 Window 21:Wood Frame:Operable,Perf.Specs.: Product ID AW31, 7 --- --- 0.300 0.450 SHGC 0.21,PF 0.30,[Bldg.Use 1 -Retail](b) Window 21 copy 1:Wood Frame:Operable,Perf.Specs.:Product ID 7 --- --- 0.300 0.450 AW31,SHGC 0.21, PF 0.30,[Bldg.Use 1 -Retail](b) WEST Exterior Wall 1 west elev:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 132 19.0 7.0 0.044 0.064 Window 1:Wood Frame:Fixed,Perf.Specs.:Product ID FHW21611, 14 --- --- 0.300 0.380 SHGC 0.21,PF 3.74,[Bldg.Use 1 -Retail](b) Window 2:Wood Frame:Fixed,Perf.Specs.:Product ID FHW21611, 14 --- --- 0.300 0.380 SHGC 0.21,PF 3.74,[Bldg.Use 1 -Retail](b) Door 1:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf. 41 --- --- 0.300 0.770 Specs.:Product ID FHW60611,SHGC 0.21,PF 3.74,[Bldg.Use 1 - Retail](b) Exterior Wall 2 west elev:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Retail] 613 19.0 7.0 0.044 0.064 Window 3:Wood Frame:Operable,Perf.Specs.:Product ID CXW13, 9 --- 0.300 0.450 SHGC 0.21,PF 0.17,[Bldg.Use 1 -Retail](b) Window 4:Wood Frame:Fixed,Perf.Specs.:Product ID P3082,SHGC 24 --- 0.300 0.380 0.21,PF 0.86,[Bldg.Use 1 -Retail](b) Window 5:Wood Frame:Fixed,Perf.Specs.:Product ID P6882,SHGC 54 --- --- 0.300 0.380 0.21,PF 0.07,[Bldg.Use 1 -Retail](b) Window 6:Wood Frame:Fixed,Pert.Specs.:Product ID P3082,SHGC 24 --- --- 0.300 0.380 0.21,PF 0.86,[Bldg.Use 1 -Retail](b) Window 7:Wood Frame:Operable,Perf.Specs.:Product ID CXW13, 9 --- --- 0.300 0.450 SHGC 0.21,PF 0.17,[Bldg.Use 1 -Retail](b) (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 2 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Envelope Design 39% better code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 3 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck COMcheck Software Version 4.1.5.3 Interior Lighting Compliance Certificate Project Information e Energy Code: 2018 IECC Project Title: Purita Winery Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 5415 Old North Road Claudia Purita Ural Talgat Southold, NY 11971 Old North Rd Barn LLC 436 7th Street 5195 Old North Rd Greenport, NY 11944 Southold, NY 11971 631 477 8963 ural59@hotmail.com Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed High Performance HVAC, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) 1-Retail 2382 1.06 2525 Total Allowed Watts= 2525 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of, Fixture .(C X D) Fixture Fixtures Watt. 1-Retail LED 1:LED A Lamp 11 W: 1. 34 11 374 Total Proposed Watts= 374 PASSES:Interior Lighting • better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 4 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck COMcheck Software Version 4.1.5.3 Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Purita Winery Project Type: New Construction Exterior Lighting Zone 1 (Developed rural area(LZ1)) Construction Site: Owner/Agent: Designer/Contractor: 5415 Old North Road Claudia Purita Ural Talgat Southold, NY 11971 Old North Rd Barn LLC 436 7th Street 5195 Old North Rd Greenport, NY 11944 Southold, NY 11971 631 477 8963 ural59@hotmail.com Allowed Exterior Lighting Power A B C D E Area/Surface Category (quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Entry canopy 3 ft2 0.2 Yes 1 Parking area 5 ft2 0.03 Yes 0 Parking area 3 ft2 0.03 Yes 0 Loading dock 2 ft2 0.35 Yes 1 Illuminated area of facade wall or surface 2 ft2 0 No 0 Total Tradable Watts(a)= 2 Total Allowed Watts= 2 Total Allowed Supplemental Watts(b)= 350 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 350 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Entry canopy(3 ft2):Tradable Wattage LED 1:LED A Lamp 25W: 1 3 25 75 Parking area(5 ft2):Tradable Wattage LED 2:LED Roadway-Parking Unit 42W: 1 5 30 150 Parking area(3 ft2):Tradable Wattage LED 3:LED Other Fixture Unit 25W: 1 3 25 75 Loading dock(2 ft2):Tradable Wattage LED 4:LED PAR 20W: 1 2 20 40 Illuminated area of facade wall or surface(2 ft2): Non-tradable Wattage LED 5:LED Other Fixture Unit 6.5W: 1 2 25 50 Total Tradable Proposed Watts= 340 Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 5 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Exteriore s Design better than cod" Exterior Lighting Compliance Statement Compliance Statement, The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 6 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck C®Mcheck Software Version 4.1.5.3 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Purita Winery Location: Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 5415 Old North Road Claudia Purita Ural Talgat Southold, NY 11971 Old North Rd Barn LLC 436 7th Street 5195 Old North Rd Greenport, NY 11944 Southold, NY 11971 631 477 8963 ural59@hotmail.com Additional Efficiency Packages) Credits: 1.0 Required 1.0 Proposed High Performance HVAC, 1.0 credit Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Multiple-Zone): Heating: 1 each-Duct Furnace,Propane,Capacity=110 kBtu/h Proposed Efficiency=90.00%Ec,Required Efficiency: 88.00%Ec Cooling: 1 each-Hydrohic Coil,Capacity=110 kBtu/h,Air Economizer No minimum efficiency requirement applies Fan System: None 1 Water Heater 1: Gas Storage Water Heater,Capacity:75 gallons,Input Rating:75 kBtu/h w/Circulation Pump No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection /Checklist. ZZ— Name-Title Signature Date Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 7 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck COMcheck Software Version 4.1.5.3 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PR1]1 ;information with which compliance UDoes Not can be determined for the building ❑Not Observable envelope and document where ; ,exceptions to the standard are ;❑Not Applicable ; claimed. C103.2 I Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR2]1 calculations provide all information :❑Does Not with which compliance can be ; determined for the mechanical E❑Not Observable systems and equipment and :❑Not Applicable :document where exceptions to the ;standard are claimed. Load ; I calculations per acceptable : ;engineering standards and handbooks. ; C103.2 ;Plans,specifications, and/or ❑Complies I Requirement will be met. [PR3]1 :calculations provide all information :❑Does Not ;with which compliance can be '❑Not Observable !,determined for the service water ; heating systems and equipment and .❑Not Applicable !document where exceptions to the ;standard are claimed. Hot water ; :system sized per manufacturer's 'sizing guide. C103.2 I Plans,specifications, and/or :❑Complies :Requirement will be met. [PR4]1 calculations provide all information :❑Does Not !with which compliance can be determined for the interior lighting E❑Not Observable and electrical systems and equipment :❑Not Applicable and document where exceptions to ; ;the standard are claimed. Information :provided should include interior lighting power calculations,wattage of: bulbs and ballasts,transformers and ; :control devices. C103.2 ;Plans, specifications, and/or ;❑Complies :Requirement will be met. [PR8]1 !calculations provide all information :❑Does Not ;with which compliance can be I❑Not Observable; determined for the exterior lighting ; :and electrical systems and equipment iONot Applicable I and document where exceptions to :the standard are claimed. Information : provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and : :control devices. C402.4.1 ;The vertical fenestration area <= 30 :❑Complies :Requirement will be met. [PR10]1 percent of the gross above-grade wall ❑Does Not area. ;❑Not Observable: ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 8 of 23 Building Department\Corn Check Dec 2021 Purita Winery.cck Section # Plan Review Complies? Comments/Assumptions & Req.ID C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PR11]1 �gross roof area. :❑Does Not ❑Not Observable; ❑Not Applicable C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies ;Exception: Requirement does not apply. [PR14]1 !directly under a roof with ceiling !❑Does Not :h eights >15 ft. and used as an office, ; ;lobby, atrium, concourse, corridor, ;❑Not Observable storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive ;service, manufacturing, non- ; 1 refrigerated warehouse, retail store, :distribution/sorting area, ;transportation, or workshop,the ; :following requirements apply: (a)the daylight zone under skylights is>_ half the floor area; (b)the skylight ; area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture ; >= 1 percent. 1 C406 ;,Plans,specifications, and/or ;❑Complies !Requirement will be met. [PR911 .calculations provide all information PDoes Not ;with which compliance can be ❑Not Observable; ;determined for the additional energy :efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 9 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 Slab edge insulation installed per ;❑Complies ;Requirement will be met. (FO4]2 manufacturer's instructions. ElDoes Not ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 !damage, sunlight, moisture,wind, ElDoes Not :landscaping and equipment I maintenance activities. ❑Not Observable ;ONot Applicable C105 ((Installed slab-on-grade insulation type ;❑Complies ;See the Envelope Assemblies table for values. [FO3]2 land R-value consistent with insulation ElDoes Not ispecifications reported in plans and COMcheck reports. :❑Not Observable ❑Not Applicable C402.2.4 ISlab edge insulation depth/length. ;❑Complies ;Requirement will be met. [FO7]2 Slab insulation extending away from :❑Does Not building is covered by pavement or See the Envelope Assemblies table for values. >= 10 inches of soil. UNot Observable; ❑Not Applicable C402.2.6 !Radiant heating systems panels ;❑Complies :Exception: Requirement does not apply. [FO12]3 1)insulated to >=R-3.5 on face opposite :❑Does Not space being heated. See the Envelope Assemblies table for values. ❑Not Observable I ;[:]Not Applicable C403.12.2{Snow/ice melting system and freeze ;❑Complies ;Exception: Requirement does not apply. protection systems have sensors and ;❑Does Not C403.12.3;controls configured to limit service for [FO9]3 pavement temperature and outdoor ;❑Not Observable "temperature.future connection to ;❑Not Applicable controls. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 10 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies ;Requirement will be met. [FR12]2 accordance with NFRC. ;❑Does Not ;❑Not Observable { ;❑Not Applicable C303.1.3 Fenestration products are certified as ;❑Complies ;Requirement will be met. [FR13]1 :to performance labels or certificates ❑Does Not provided. ;❑Not Observable ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ;❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 :❑Not Observable ;❑Not Applicable ; C402.4.4 U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope :❑Does Not meets requirements. ;❑Not Observable ❑Not Applicable C402.5.1. The.building envelope contains a ;❑Complies ;Requirement will be met. 2.1 continuous air barrier that is sealed in :❑Does Not [FR19]1 ;an approved manner and material permeability<= 0.004 dfm/ft2.Air ❑Not Observable barrier penetrations are sealed in an ;❑Not Applicable ; approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies ;Requirement will be met. C402.5.4 "are labeled as meeting air leakage !❑Does Not [FR18]3 ;requirements. ;❑Not Observable ❑Not Applicable C402.5.7 !Vestibules are installed on all building ;❑Complies ;Exception: Doors that open directly from a space=3000 ft2. [FR17]3 entrances. Doors have self-closing :❑Does Not devices. ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 11 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Plumbing Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.5, ;Heated water supply piping conforms ;❑Complies ;,Requirement will be met. C404.5.1, !to pipe length and volume ;❑Does Not C404.5.2 !requirements. Refer to section details. ; [PL6]3 UNot Observable :❑Not Applicable C404.5, IHeated water supply piping conforms ;❑Complies ;Requirement will be met. C404.5.1, !to pipe length and volume :❑Does Not C404.5.2 ;requirements. Refer to section details. [PL6]3 ; :❑Not Observable ;❑Not Applicable C404.6.1, ;Automatic time switches installed to ;❑Complies ;Exception: Requirement does not apply. C404.6.2 automatically switch off the 4-Does Not [PL3]1 recirculating hot-water system or heat;❑Not Observable trace. ❑Not Applicable : C404.6.3 ;Pumps that circulate water between a ;❑Complies ;Requirement will be met. [PL7]3 {heater and storage tank have controls ;❑Does Not ithat limit operation from startup to ; <= 5 minutes after end of heating ❑Not Observable ;cycle. ;❑Not Applicable ; C404.6.3 Pumps that circulate water between a ;❑Complies :Requirement will be met. [PL7]3 heater and storage tank have controls ;❑Does Not ;that limit operation from startup to : <= 5 minutes after end of heating ;❑Not Observable I cycle. ;❑Not Applicable C404.7 ;Demand recirculation water systems ;❑Complies ;Exception: Requirement does not apply. [PL8]3 !have controls that start the pump ;❑Does Not upon receiving a signal from the action of a user of a fixture or ❑Not Observable .appliance and limits the temperature ;❑Not Applicable ; �of the water entering the cold-water piping to 104°F. ; C404.7 ;Demand recirculation water systems ❑Complies !Exception: Requirement does not apply. [PL8]3 have controls that start the pump Qboes Not ;upon receiving a signal from the i {action of a user of a fixture or ❑fVot Observable appliance and limits the temperature ❑Not Applicable of the water entering the cold-water )piping to 104°F. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 12 of 23 Building Department\Corn Check Dec 2021 Purita Winery.cck Section # Mechanical Rough-in Inspection Complies? Comments/Assumptions & Req.ID C402.2.6 ;Thermally ineffective panel surfaces of;❑Complies :Requirement will be met. [ME41]3 !sensible heating panels have ;❑Does Not !insulation >= R-3.5. ;❑Not Observable ❑Not Applicable C402.5.5, `Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. C403.2.4. !motorized dampers that automatically ;❑Does Not 3 !close. Refernece section C403.7.7 for : [ME3]3 ;operational details. :❑Not Observable ❑Not Applicable C403.11.3HVAC piping insulation insulated in ;❑Complies ;Requirement will be met. [ME61]2 accordance with Table C403.11.3. ;ODoes Not Insulation exposed to weather is protected from damage and is- :❑Not Observable provided with shielding from solar ;❑Not Applicable ; radiation. C403.8.1 ;HVAC fan systems at design ;❑Complies ;Requirement will be met. [ME65]3 !conditions do not exceed allowable ;❑Does Not :fan system motor nameplate hp or fan; see the Mechanical systems list for values. ;system bhp. ❑Not Observable, ❑Not Applicable C403.8.3 Fans have efficiency grade(FEG) >_ ;❑Complies :Requirement will be met. [ME117]2 67.The total efficiency of the fan at :❑Does Not the design point of operation <= 15% ;❑Not Observable of maximum total efficiency of the f fan. ;❑Not Applicable ; C403.12.1 Systems that heat outside the building;❑Complies ;Exception: Requirement does not apply. [ME71]2 envelope are radiant heat systems :❑Does Not controlled by an occupancy sensing ❑Not Observable device or timer switch. ❑Not Applicable j C403.2.3 HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical systems list for values. [ME55]2 ;❑Does Not ; ❑Not Observable; ❑Not Applicable C403.2.1 iZone isolation devices and controls ;❑Complies ;Requirement will be met. [ME112]3 {installed where applicable. ;❑Does Not ; ❑Not Observable: ❑Not Applicable C403.2.2 Natural or mechanical ventilation is ;❑Complies :Requirement will be met. [ME59]1 :provided in accordance with ![]Does Not llnternational Mechanical Code ;Chapter 4. Mechanical ventilation has ;❑Not Observable 1 :capability to reduce outdoor air supply;❑Not Applicable ; to minimum per IMC Chapter 4. C403.7.1 Demand control ventilation provided ;❑Complies ;Requirement will be met. [ME59]1 :for spaces>500 ft2 and >25 ;❑Does Not people/1000 ft2 occupant density and !served by systems with air side :❑Not Observable !economizer, auto modulating outside ;[]Not Applicable air damper control,or design airflow >3,000 cfm. C403.7.2 Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. [ME115]3 ;has automatic contaminant detection ;❑Does Not I and capacity to stage or modulate I I fans to 50%or less of design capacity. ;❑Not Observable ;❑Not Applicable ; 11 High Impact(Tier 1) 2 1 Medium impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 13 of 23 Building Department\Corn Check Dec 2021 Purita Winery.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C403.7.6 ;HVAC systems serving guestrooms in :[]Complies ;Exception: Requirement does not apply. [ME141]3 (Group R-1 buildings with > 50 ❑Does Not 1guestrooms: Each guestroom is ❑Not Observable; 11 provided with controls that ❑Not Applicable automatically manage temperature pp ;setpoint and ventilation (see sections lC403.7.6.1 and C403.7.6.2). ; C403.7.4 ',Exhaust air energy recovery on ;❑Complies !Exception: Requirement does not apply. [ME57]1 !systems meeting Table C403.7.4(1) :❑Does Not ;and C403.7.4(2). ;❑Not Observable; ;❑Not Applicable C403.7.5 ;Kitchen exhaust systems comply with ;❑Complies ;Exception: Requirement does not apply. [ME116]3 !replacement air and conditioned UDoes Not ;supply air limitations, and satisfy hood rating requirements and maximum ;❑Not Observable lexhaust rate criteria. ;❑Not Applicable ; C403.11.1 HVAC ducts and plenums insulated in ;❑Complies ;Requirement will be met. accordance with C403.11.1 and ;❑Does Not C403.11.2 constructed in accordance with [ME60]2 C403.11.2,verification may need to ;❑Not Observable occur during Foundation Inspection. ;❑Not Applicable C403.4.1. Hydronic and multizone HVAC system ;❑Complies ;Requirement will be met. 1 controls areVAV fans driven by :❑Does Not [ME75]2 mechanical or electrical variable speed drive per Table C403.4.1.1. UNot Observable; ;❑Not Applicable C403.4.1. VAV fans have static pressure sensors ;❑Complies :Requirement will be met. 2 located so controller setpoint<=1.2 !❑Does Not [ME67]2 (w.c.. ;❑Not Observable; S ;❑Not Applicable C403.4.1. Reset static pressure setpoint for DDC ;❑Complies ;Requirement will be met. 3 controlled VAV boxes reporting to ;❑Does Not [ME24]2 central controller based on the zones requiring the most pressure. :❑Not Observable ;❑Not Applicable C403.4.3. Three-pipe hydronic systems using a ;❑Complies ;Requirement will be met. 1 common return for hot and chilled ;❑Does Not [ME50]2 jwater are not used. ;❑Not Observable; 1 ;❑Not Applicable C403.4.5 ;Chilled water plants with multiple ;❑Complies ;Requirement will be met. [ME26]3 "chillers have capability to reduce flow I❑Does Not automatically through the chiller plant ;when a chiller is shut down. Boiler ;❑Not Observable :plants with multiple boilers have the ;❑Not Applicable ; ;capability to reduce flow automatically; ;through the boiler plant when a boiler !is shut down. l C403.4.1. Heating for vestibules and air curtains ;❑Complies ;Exception: Requirement does not apply. 4 with integral heating include ;❑Does Not [ME63]2 R automatic controls that shut off the heating system when outdoor air I❑Not Observable temperatures> 45F.Vestibule ;❑Not Applicable heating and cooling systems controlled by a thermostat in the ; ; vestibule with heating setpoint<_ ; l 60F and cooling setpoint>= 80F. C403.9.5 'Condenser heat recovery system that ;❑Complies :Exception: Facility operates 24/7. [ME31]3 !can heat water to 85°F or provide l❑Does Not 60%of peak heat rejection is installed ;for preheating of service hot water. ❑Not Observable ;❑Not Applicable ; 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 14 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C404.2.1 Gas-fired water-heating equipment !❑Complies ;Exception: Requirement does not apply. [ME111]2 installed in new buildings: where a !❑Does Not singular piece of water-heating equipment>= 1,000 kBtu/h serves ❑Not Observable the entire building,thermal efficiency :❑Not Applicable i >= 90 Et.Where multiple pieces of ; water-heating equipment serve the 1 building with combined rating >_ 1,000 kBtu/h,the combined input- capacity-weighted-average thermal ; efficiency>= 90 Et. Exclude input rating of equipment in individual ; dwelling units and equipment<= 100 kBtu/h. C408.2.2. ;Air outlets and zone terminal devices !❑Complies !Requirement will be met. 1 have means for air balancing. UDoes Not [ME53]3 ! ;❑Not Observable ❑Not Applicable C408.2.2. lHVAC hydronic heating and cooling ;❑Complies ;Requirement will be met. 2 coils have means to balance and have -]Does Not [ME54]3 j pressure test connections. ❑Not Observable; ❑Not Applicable C403.5, ;Refrigerated display cases,walk-in ;❑Complies ;Exception: Requirement does not apply. C403.5.1, i coolers or walk-in freezers served by :❑Does Not C403.5.2 I remote compressors and remote [ME123]3 !condensers not located in a L❑Not Observable !condensing unit, have fan-powered !❑Not Applicable condensers that comply with Sections ;C403.5.1 and refrigeration compressor; !systems that comply with C403.5.2.. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 15 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.2. ;Spaces required to have light- ;❑Complies ;Requirement will be met. 2 :reduction controls have a manual :❑Does Not [EL22]1 ;control that allows the occupant to I❑Not Observable; reduce the connected lighting load in ; I a reasonably uniform illumination ;❑Not Applicable pattern >= 50 percent. C405.2.1, 'Occupancy sensors installed in ;❑Complies :Exception: Requirement does not apply. C405.2.1. 1classrooms/lecture/training rooms, :❑Does Not 1 conference/meeting/multipurpose [EL18]1 ;rooms,copy/print rooms, ❑Not Observable lounges/breakrooms, enclosed offices, :❑Not Applicable ; open plan office areas, restrooms, ;storage rooms, locker rooms, ; !warehouse storage areas,and other (spaces<= 300 sgft that are enclosed by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in !warehouses and section C405.2.1.3 !for open plan office spaces. C405.2.1. ;Occupancy sensors control function in ;❑Complies !Exception: Requirement does not apply. 2 ;warehouses: In warehouses,the :❑Does Not [EL19]1 ;lighting in aisleways and open areas is;❑Not Observable ;controlled with occupant sensors that ; ,automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway I independently and do not control ;lighting beyond the aisleway being ; :controlled by the sensor. C405.2.1. !,Occupant sensor control function in ;❑Complies ;Exception: Requirement does not apply. 3 ;open plan office areas: Occupant :❑Does Not [EL20]1 sensor controls in open office spaces ;❑Not Observable >= 300 sq.ft. have controls 1) ;❑Not Applicable configured so that general lighting can, PP be controlled separately in control ; !zones with floor areas<= 600 sq.ft. ; within the space, 2) automatically turn; !off general lighting in all control zones !within 20 minutes after all occupants ; have left the space, 3) are configured so that general lighting power in each ;control zone is reduced by>= 80%of ; !the full zone general lighting power ;within 20 minutes of all occupants leaving that control zone,and 4) are configured such that any daylight responsive control will activate space ; ;general lighting or control zone ;general lighting only when occupancy for the same area is detected. C405.2.2, Each area not served by occupancy ;❑Complies :Requirement will be met. C405.2.2. sensors(per C405.2.1) have time- E❑Does Not 1, switch controls and functions detailed ;❑Not Observable :❑Not C405.2.2. in sections C405.2.2.1 and C405.2.2.2. A 2 # : Applicable [EL21]2 a 11 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 16 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Rough-in Electrical Inspection Complies? Comments/Assumptions &Req.ID C405.2.3, Daylight zones provided with ;❑Complies :Exception: Requirement does not apply. C405.2.3. individual controls that control the ;❑Does Not 1, lights independent of general area C405.2.3. lighting. See code section C405.2.3 ;❑Not Observable 2 , Daylight-responsive controls for ;❑Not Applicable ; [EL23]2 applicable spaces, C405.2.3.1 Daylight; . responsive control function and section C405.2.3.2 Sidelit zone. I C405.2.4 ;Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL26]1 :specific uses installed per approved ElDoes Not ;lighting plans. ❑Not Observable I ;❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL27]1 !allowed for special functions per the ;❑Does Not approved lighting plans and is i ;automatically controlled and ❑Not Observable (separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies ;Requirement will be met. [EL28]na0 lighting installed. Controls will be ;❑Does Not daylight controlled, set based on ; ; business operation time-of-day, or ;❑Not Observable reduce connected lighting > 30%. ;❑Not Applicable ; C405.3 !Exit signs do not exceed 5 watts per ;❑Complies !;Requirement will be met. [EL6]1 :face. ;❑Does Not ;❑Not Observable; ;❑Not Applicable C405.6 Low-voltage dry-type distribution ;❑Complies ;Requirement will be met._ [EL26]2 electric transformers meet the ;❑Does Not minimum efficiency requirements of Table C405.6. ;❑Not Observable; ;❑Not Applicable C405.7 Electric motors meet the minimum ;❑Complies :Requirement will be met. [EL27]2 efficiency requirements of Tables ;❑Does Not 9C405.7(1)through C405.7(4). 1 Efficiency verified through certification;❑Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency ; ratings shall be provided by motor ; ,manufacturer(where certification I programs do not exist). C405.8.2, Escalators and moving walks comply ;❑Complies ;Exception: Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have :❑Does Not 1 automatic controls configured to [EL28]2 reduce speed to the minimum :❑Not Observable permitted speed in accordance with ❑Not Applicable ; ASME A17.1/CSA B44 or applicable ; local code when not conveying ; passengers. C405.9 Total voltage drop across the ;❑Complies ;Exception: Requirement does not apply. [EL29]2 combination of feeders and branch ;❑Does Not circuits <= 5%. ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 17 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Insulation Inspection Complies? Comments/Assumptions & Req.ID C303.1 :Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 imanufacturer's instructions. Blown or :❑Does Not ;poured loose-fill insulation is installed ',❑Not Observable' ,only where the roof slope is <=3 in 112. ;❑Not,Applicable ; C402.2.1 !Insulation installed on a suspended i❑Complies !Exception: Requirement does not apply. [IN20]1 !ceiling having ceiling tiles is not being !❑Does Not specified for roor/ceiling assemblies. ; ;Continuous insulation board installed ;❑Not Observable in 2 or more layers with edge joints ;❑Not Applicable ; :offset between layers. C303.1 Building envelope insulation is labeled ;❑Complies ;Requirement will be met. [IN10]2 with R-value or insulation certificate T❑Does Not providing R-value and other relevant I data. UNot Observable ;❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies :Requirement will be met. [IN7]1 !per manufacturer's instructions. :❑Does Not ❑Not Observable: ❑Not Applicable C303.2, Floor insulation installed per ;❑Complies ;Requirement will be met. C402.2.4 manufacturer's instructions. Cavity or U]Does Not [IN9]z structural slab insulation installed in ❑Not Observable; permanent contact with underside of ; I decking or structural slabs. ;❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies ;Exception: Requirement does not apply. [IN14]2 damage with a protective material. :❑Does Not Verification for exposed foundation ❑Not Observable; insulation may need to'occur during I Foundation Inspection. ;❑Not Applicable ; C105 Installed above-grade wall insulation ;❑Complies ;See the Envelope assemblies table for values. [IN6]1 !type and R-value consistent with I❑Does Not I 1 I insulation specifications reported in ; ;plans and COMcheck reports. :[:]Not Observable ;❑Not Applicable C402.2.3 Installed floor insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation :❑Does Not specifications reported in plans and ❑Not Observable; COMcheck reports. : I ❑Not Applicable C402.2.6 ;Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [IN18]3 icomponents, designed for heat ;❑Does Not transfer from the panel surfaces to the I ;occupants or indoor space are ❑Not Observable :insulated with a minimum of R-3.5. 1❑Not Applicable ; C105 :Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 :value consistent with insulation ;❑Does Not specifications reported in plans and :COMcheck reports.For some ceiling ❑Not Observable systems,verification may need to ;❑Not Applicable ;occur during Framing Inspection. C402.5.1. ,All sources of air leakage in the ;❑Complies :Requirement will be met. 1 !building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, gasketed, weather stripped ;or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to �❑Not Applicable ;minimize air leakage. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 18 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 19 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, ;Furnished 0&M instructions for ;❑Complies ;Requirement will be met. C408.2.5. isystems and equipment to the ;❑Does Not 2 !building owner or designated [F[17]3 representative. UNot Observable ❑Not Applicable ; C303.3, ;Furnished O&M manuals for HVAC ;❑Complies ,Requirement will be met. C408.2.5. !systems within 90 days of system I❑Does Not 3 ;acceptance. Not Observable; { [F18]3 i❑I t❑Not Applicable C402.5.6 I Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [F137]1 dock cargo door openings and provide 1❑Does Not :direct contact along the top and sides ;❑Not Observable; :of vehicles parked in the doorway. ❑Not Applicable C402.5.6 :Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [F137]1 dock cargo door openings and provide ;❑Does Not direct contact along the top and sides lof vehicles parked in the doorway. (UNot Observable: ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [F137]1 ;dock cargo door openings and provide :❑Does Not (direct contact along the top and sides 1 'of vehicles parked in the doorway. UNot Observable ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [FI37]1 :dock cargo door openings and provide j❑Does Not ;direct contact along the top and sides ;ONot Observable; of vehicles parked in the doorway. ; I ;❑Not Applicable C402.5.8 ;Recessed luminaires in thermal ;❑Complies :Requirement will be met. [F[26]3 !envelope to limit infiltration and be IC :❑Does Not j rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable C403.2.2 ;HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 kapacity does not exceed calculated E❑Does Not loads. UNot Observable; ❑Not Applicable C403.2.4. ;Heating and cooling to each zone is ;❑Complies :Requirement will be met. 1 )controlled by a thermostat control. ;[:]Does Not [F147]3 ]'Minimum one humidity control device ;UNot Observable; per installed ❑Not Applicable humidification/dehumidification pp system. C403.4.1. ;Thermostatic controls have a 5 OF ;❑Complies ;Requirement will be met. 2 Ideadband. ;❑Does Not [F138]3 :, -. ;❑Not Observable; ❑Not Applicable C403.2.4. Temperature controls have setpoint ;❑Complies ;Requirement will be met. 1.3 overlap restrictions. ;❑Does Not [FI20]3 I UNot Observable; ❑Not Applicable C403.2.4. {Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 :controls using automatic time clock or ❑Does Not [F139]3 ;programmable control system. ;❑Not Observable: ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 20 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C403.2.4. ;Automatic Controls: Setback to 55°F UComplies :Requirement will be met. 2.1, :(heat) and 85°F (cool); 7-day clock, 2- I❑Does Not C403.2.4. :hour occupant override, 10-hour 2.2 jbackup :❑Not Observable [F140]3 :❑Not Applicable C404.3 j Heat traps installed on supply and ;❑Complies :Exception: Requirement does not apply. [FI11]3 :discharge piping of non-circulating :❑Does Not ;systems. :❑Not Observable; ❑Not Applicable C404.4 All piping insulated in accordance with ;❑Complies :Requirement will be met. [FI25]2 section details and Table C403.11.3. :❑Does Not ;❑Not Observable; j ;❑Not Applicable C404.6.1 j Controls are installed that limit the ;❑Complies :Requirement will be met. [FI12]3 ,operation of a recirculation pump !❑Does Not installed to maintain temperature of a 1 ;storage tank. System return pipe is a ;❑Not Observable ;dedicated return pipe or a cold water ;❑Not Applicable ;supply pipe. ; C405.4.1 Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 :lighting power is consistent with what E❑Does Not :is shown on the approved lighting plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed ;❑Not Applicable ; watts. C405.5.1 I Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved PDoes Not lighting plans, demonstrating ;❑Not Observable; proposed watts are less than or equal , Ito allowed watts. ;❑Not Applicable ; C408.1.1 ;Building ope ;❑rations and maintenance Complies ;Requirement will be met. [FI57]1 documents will be.provided to the PDoes Not ;owner. Documents will cover ❑Not Observable !manufacturers' information, '❑Not Applicable specifications, programming procedures and means of illustrating to owner how building, equipment and: (systems are intended to be installed, maintained, and operated. C408.2.1 ;Commissioning plan developed by ;❑Complies ;Requirement will be met. [FI28]1 'I registered design professional or :❑Does Not (approved agency. ;❑Not Observable ;❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies. :Requirement will be met. 1 :ensure proper operation. ;❑Does Not [FI31]1 ; ,❑Not Observable; ❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies :Requirement will be met. 2 :tested to ensure proper operation, T❑Does Not [FI10]1 ,calibration and adjustment of controls.I ;❑Not Observable ❑Not Applicable C408.2.4 ;Preliminary commissioning report I❑Complies ;Requirement will be met. [FI29]1 Icompleted and certified by registered :❑Does Not ;design professional or approved (agency. ❑Not Observable ;❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 21 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Section # Final Inspection Complies? Comments/Assumptions &Req.ID C408.2.5. :Furnished HVAC as-built drawings ;❑Complies :Requirement will be met. 1 !submitted within 90 days of system :❑Does Not [FI7]3 ;acceptance. ❑Not Observable; ❑Not Applicable . C408.2.5. ;Furnished as-built drawings for ;❑Complies ;Requirement will be met. 1 electric power systems within 90 days :❑Does Not [FI16]3 of system acceptance. I ;❑Not Observable; ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies :Requirement will be met. 3 :balancing report is provided for HVAC :❑Does Not [F143]1 ;systems. ;❑Not Observable; ❑Not Applicable C408.2.5. :,Final commissioning report due to ;❑Complies ;Requirement will be met. 4 !building owner within 90 days of :❑Does Not [F130]1 ;receipt of certificate of occupancy. ,❑Not Observable:, ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies ;Requirement will be met. [FI33]1 :ensure proper calibration, adjustment, :❑Does Not ;programming, and operation. ; ❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 22 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Project Title: Purita Winery Report date: 12/14/21 Data filename: C:\Users\ural5\Desktop\Projects 2020\One Women\2020 TASTING BUILDING\Documents to Page 23 of 23 Building Department\Com Check Dec 2021 Purita Winery.cck Purita Winery Building Code Requirements from the "2020 Building Code of New York State" January 3, 2022 Project Summary Sheet Building areas: Proposed Tasting Room: 2,382 sf(gross), one story Existing Barn Storage Area: 1,670 sf(gross), one story Total Building:4,052 sf(gross), one story Occupancy: A2 non sprinklered area = proposed max: 6,000 sf, one story A2 sprinklered area = future max: 24,000 sf, one story S-2 non sprinklered area = proposed max: 13,500 sf, two story S-2 sprinklered area = future max: 40,500 sf, two story Occupancy: A-2 (1,045 sf, net, tasting room) S-2 (1,670 sf, gross, barn storage) Occupants: A-2, 70 occupants (non sprinklered) S-2, 6 occupants Total: 76 occupants Occupancy: A-2 (1,045 sf, net, tasting room), 76 occupants Future A-2 (1,557 sf net, tasting room barn), 104 occupants (sprinklered) Total: 180 occupants Construction: VB Type Fire wall: Occupancy:A and S-2, two hour separation (non sprinklered) Separation Occupancy:A and S-2, no separation (sprinklered) Plumbing: Non Sprinklered (Sprinklered) 6 Water Closets 6 Water Closets 4 Lavatories 4 Lavatories Project: Proposed Total Building Area: 4,052 SF Project:separated occupancies. Project: one hour separation (non sprinklered) OR (no separation -sprinklered) Project: Type V B construction Project: 2-hour fire-resistance rating Project: Automatic Sprinkler System— not required Project: Total Occupants: 76 Project: Two means of egress required from Occupancy:A Project: One means of egress required from Occupancy: S Project Plumbing Fixture Calculations, Total Provided: 6 WC & 4 LAV Purita Winery Building Code Requirements from the "2020 Building Code of New York State" January 3, 2022 Building Code Section: 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION 302.1 Occupancy Classification: 303.3 Assembly Group A-2 311.3 Low Hazard Storage, Group S-2 503 GENERAL HEIGHT AND AREA LIMITATIONS Occupancy Classification: A-2 Type V B construction TABLE 504.4 Allowable Height: 1 Story TABLE 506.2 Allowable Area: 6,000 sf, (non-sprinklered) TABLE 506.2 Allowable Area: 24,000 sf(sprinklered) AND Occupancy Classification: S-2 Type V B construction TABLE 504.4 Allowable Height: 2 Stories TABLE 506.2 Allowable Area: 13,500 sf, (non-sprinklered) TABLE 506.2 Allowable Area: 40,500 sf, (sprinklered) Project: Proposed Total Building Area: 4,052 SF 508 MIXED USE AND OCCUPANCY 508.1 GENERAL Each portion of a building shall be individually classified in accordance with Section 302.1. Where a building contains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or 508.4, or a combination of these sections. Exceptions: 1. Occupancies separated in accordance with Section 510. 508.2 ACCESSORY OCCUPANCIES Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4. 608.2.1 OCCUPANCY CLASSIFICATION Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. 508.2.3 ALLOWABLE BUILDING AREA The allowable area of the building shall be based on the applicable provisions of Section 506 for the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located and shall not exceed the tabular values for nonsprinklered buildings in Table 506.2 for each such accessory occupancy. 508.2.4 SEPARATION OF OCCUPANCIES No separation is required between accessory occupancies and the main occupancy. 508.3 NONSEPARATED OCCUPANCIES Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies. 508.3.1 OCCUPANCY CLASSIFICATION Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area. 508.3.3 SEPARATION No separation is required between nonseparated occupancies. 508.4 SEPARATED OCCUPANCIES Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. Project: separated occupancies. TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) OCCUPANCY: A and S-2, one hour separation (non sprinklered) OCCUPANCY: A and S-2, no separation (sprinklered) Project: one hour separation (non sprinklered) OR (no separation - sprinklered) 602.5 TYPES OF CONSTRUCTION Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code: wood frame construction Project: Type V B construction 706 FIRE WALLS 706.1 GENERAL Fire walls shall be constructed in accordance with Sections 706.2 through 706.11. The extent and location of such fire walls shall provide a complete separation. Where a fire wall separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply. 706.2 STRUCTURAL STABILITY Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions. Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section. 706.4 FIRE-RESISTANCE RATING Firewalls shall have a fire-resistance rating of not less than that required by Table 706.4. Table 706.4 FIRE WALL FIRE-RESISTANCE RATINGS Group A Fire-resistance rating: 3 (a) hours a. In Type II or V construction, walls shall be.permitted to have a 2-hour fire-resistance rating., Group S-2 Fire-resistance rating: 2 hours Project: 2-hour fire-resistance rating 706.5 HORIZONTAL CONTINUITY Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 mm) beyond the exterior surface of exterior walls. Exceptions: 1. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided the exterior wall has a fire-resistance rating of at least 1 hour for a horizontal distance of at least 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of not less than 4 feet (1220 mm) on both sides of the fire wall. 3. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 706.5.1 EXTERIOR WALLS Where the fire wall intersects exterior walls, the fire-resistance rating and opening protection of the exterior walls shall comply with one of the :. following: 1. The exterior walls on both sides of the fire wall shall have a 1-hour fire- resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire-resistance rating of the exterior wall shall extend not less than 4 feet (1220 mm) on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) do not need exterior wall protection. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line.at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad). 706.5.2 HORIZONTAL PROJECTING ELEMENTS Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal projecting elements without concealed spaces, provided the exterior wall behind and below the projecting element has not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire-resistance-rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1-hour fire-resistance-rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire-resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having fire-protection rating of not less than 3/4 hour. 706.6 VERTICAL CONTINUITY Fire walls shall extend from the foundation to a termination point at least 30 inches (762 mm) above both adjacent roofs. Exceptions: 1. Stepped buildings in accordance with Section 706.6.1. 2. Two-hour fire-resistance-rated walls shall be permitted to terminate at the underside of the roof sheathing, deck or slab provided: 2.1. The lower roof assembly within 4 feet (1220 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour. 2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. 2.3. Each building shall be provided with not less than a Class B roof covering. 3 Walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck, or slabs where both buildings are provided with not less than a Class B roof covering. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. 4. In buildings of Type III, IV and V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks provided that all of the following requirements are met: 4.1. Roof openings are not less than 4 feet (1220 mm) from the fire wall. 4.2. The roof is covered with a minimum Class B roof covering. 4.3. The roof sheathing or deck is constructed of fire-retardant-treated wood for a distance of 4 feet (1220 mm) on both sides of the wall or the roof is protected with 5/8 inch (15.9 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by not less than 2-inch (51 mm) nominal ledgers attached to the sides of the roof framing members for a distance of not less than 4 feet (1220 mm) on both sides of the fire wall. 5. In buildings designed in accordance with Section 510.2, fire walls located above the 3-hour horizontal assembly required by Section 510.2, Item 1 shall be permitted to extend from the top of this horizontal assembly. 6. Buildings with sloped roofs in accordance with Section 706.6.2. 706.6.1 STEPPED BUILDINGS Where a fire wall serves as an exterior wall for a building and separates buildings having different roof levels, such wall shall terminate at a point not less than 30 inches (762 mm) above the lower roof level, provided the exterior wall for a height of 15 feet (4572 mm) above the lower roof is not less than 1-hour fire-resistance-rated construction from both sides with openings protected.by fire assemblies having a fire protection rating of not less than 3/4 hour. Exception: Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided that: 1. The lower roof assembly within 10 feet (3048 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour. 2. Openings in the lower roof shall not be located within 10 feet (3048 mm) of the fire wall. 706.6.2 BUILDINGS WITH SLOPED ROOFS Where a fire wall serves as an interior wall for a building, and the roof on one side or both sides of the fire wall slopes toward the fire wall at a slope greater than two units vertical in 12 units horizontal (2:12), the fire wall shall extend to a height_equal to the height of the roof located 4 feet (1219_mm) from the fire wall plus 30 inches (762 mm). The extension of the fire wall shall be not less than 30 inches (762 mm). 706.7 COMBUSTIBLE FRAMING IN FIRE WALLS Adjacent combustible members entering into a concrete or masonry firewall from opposite sides.-shall not have less than a 4-inch (102 mm) distance between embedded ends. Where combustible members frame into hollow walls or walls of hollow units, hollow spaces shall be solidly filled for the full thickness of the wall and for a distance not less than 4 inches (102 mm) above, below and between the structural members, with noncombustible materials approved for fireblocking. 706.8 OPENINGS Each opening through a firewall shall be protected in accordance with Section 716 and shall not exceed 156 square feet (15 m2). The , aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall. J Exceptions: 1. Openings are not permitted in party walls constructed in accordance with Section 706.1.1 2. Openings shall not be limited to 156 square feet (15 m2) where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 707.3.9 SEPARATED OCCUPANCIES Where the provisions of Section 508.4 are applicable, the fire barrier separating mixed occupancies shall have a fire-resistance rating of not less than that indicated in Table 508.4 based on the occupancies being separated. 707.3.10 FIRE AREAS The fire barriers, fire walls or horizontal assemblies, or combination thereof, separating a single occupancy into different fire areas shall have a fire-resistance rating of not less than that indicated in Table 707.3.10. The fire barriers, fire walls or horizontal assemblies, or combination thereof, separating fire areas of mixed occupancies shall have a fire- resistance rating of not less than the highest value indicated in Table 707.3.10 for the occupancies under consideration. TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS Occupancy Group: A, S-2 Fire-resistance rating (hours): 2 Project: 2-hour fire-resistance rating 903 AUTOMATIC SPRINKLER SYSTEMS 903.1 GENERAL Automatic sprinkler systems shall comply with this section. 903.2 WHERE REQUIRED Approved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12. 903.2.1 GROUP A An automatic sprinkler system shall be provided throughout buildings and portions thereof used as Group A occupancies as provided in this section. 903.2.1.2 GROUP A-2 An automatic sprinkler system shall be provided throughout stories containing Group A-2 occupancies and throughout all stories from the Group A-2 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet (464 m2). 2. The fire area has an occupant load of 100 or more. Project: Automatic Sprinkler System - not required 1004.1 DESIGN OCCUPANT LOAD (from table 1004.5) A-2 Assembly unconcentrated (tables and chairs): 15 sf/ occupant, net S-2 Low Hazard Storage: 300 sf/occupant A-2 Tasting room 1,045 sf (net) @ 15 sf/occupant = 69.7 S-2 Low Hazard Storage: 1,670 sf/ occupant = 5.6 Total Occupants: 75.3 Project: Total Occupants: 76 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in Table 1006.2.1. The cumulative occupant load from adjacent rooms, areas or spaces shall be determined in accordance with Section 1004.2. TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY Occupancy: A: maximum occupant load: 49, (without sprinkler system., occupant load >30) 75' travel distance Project: Two means of egress required from Occupancy:A Occupancy: S: maximum occupant load: 29, (without sprinkler system, occupant load <30) 100' travel distance Project: One means of egress required from Occupancy:S 1006.3.2 EGRESS BASED ON OCCUPANT LOAD Each story and occupied roof shall have the minimum number of separate and distinct exits, or access to exits, as specified in Table 1006.3.2. A single exit or access to a single exit shall be permitted in accordance with Section 1006.3.3. The required number of exits, or exit access stairways or ramps providing access to exits, from any story or r occupied roof shall be maintained until arrival at the exit discharge or a public way. TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY Occupancy: A: Occupant load per story 1-500, Minimum number of exits: 2 TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES First story above,or below grade plane Occupancy: S: Maximum occupant load per story: 29 Maximum common path of egress travel distance (feet): 75 2901 PLUMBING SYSTEMS 2902.1 MINIMUM NUMBER OF FIXTURES. Plumbing fixtures shall be provided in the minimum number as shown in Table 2902.1 based on the actual use of the building or space. Uses not shown in Table 2902.1 shall be considered individually by the code official. The number of occupants shall be determined by this code. TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES Occupancy:Assembly: Nightclubs, bars, taverns, dance-halls and buildings for similar purposes: (water closets male) 1 per 40 (water closets female) 1 per 40 (lavatories male-female) 1 per 75 (drinking fountains) 1 per 500 1 service sink Occupancy: Storage, Structures for the storage of goods: (water closets) 1 per 100 (lavatories male-female) 1 per 100 (drinking fountains) 1 per 1000 1 service sink Project Plumbing Fixture Calculations Total Provided: 6 WC & 4 LAV 2902.2 SEPARATE FACILITIES Where plumbing fixtures are required, separate facilities shall be provided for each sex. NEWYORK Office of AN Design and Construction STATE OF ISO 9001:2015 CERTIFIED ORGANIZATION OPPORTUNITY General Services The Governor NelsonCode unit,33'd Floor,Corning Tower A.Rockefeller Empire State Plaza Albany,New York 12242 Phone:(518)474-0331 BDC 402—GUIDANCE DOCUMENT for the 2020 Codes of New York State When to use; The BDC 402, Uniform Code Compliance Review Checklist, shall be completed by the Consultant/designer(s)- of-record, reviewed by the OGS PM, and submitted at the first post-Program Report milestone and updated in each future submission per the DPM 9.9 Codes. Attachments should be included when specified by the checklist. Failure to complete the BDC 402 for the 100% document set, will result in rejection of the submission. How to use: This document was developed as a guide to assist the OGS PM in the code review process, and to establish a standard baseline for documentation. It assists in basic code analysis and identifying what code compliance information and diagrams shall be included on drawings when specified by the Uniform Code. The Consultant/designer-of-record has the responsibility of compiling the necessary information and updating the BDC 402 at each submission. Implications: The seal and signature of an architect/engineer on a document submitted to OGS Design and Construction is an attestation that, to the best of the licensee's belief and information, the work represented in the construction documents: is accurate, conforms with governing codes applicable at the time of submission, and conforms with reasonable standards of practice and has undergone a full Code Review. The BDC 402 is the formal documentation of this process. Com only Omitted Code Information Required on Construction Documents No. Topic NYS Code Section unless otherwise noted 2020 Building Code of New York State 1 Construction Documents BC 1603 2 Flood Hazard Documentation BC 1612.4 3 Structural Concrete BC 1901.5 4 Masonry—Special Inspection Information BC 2101.3 5 Steel Joist Design Data BC 2207.2 6 Glass Supports BC 2403.2 7 Safeguards During Construction BC CH 33 2020 Fire Code of New York State 1 Construction Documents—Fire Department review before construction. FC 501.3 Code Enforcement Official Approval Required 2 Fire Apparatus Access Road(Appendix D) FC 503 3 Fire Protection Systems FC 901.2 4 Fire Alarm and Detection Systems FC 907.1.1 5 Smoke Control Systems FC 909.2,FC 909.3,FC 909.4 6 Fire Safety During Construction and Demolition FC Chapter 33 2020 Energy Conservation Construction Code of New York State 1 Information Required on Construction Documents ECCC C105.2 2 Written Statement ECCC C105.2.2 3 System Commissioning ECCC C408.2.1 4 Changes during construction ECCC C105.4 5 Duct Construction ECCC C403.11.2 6 Manuals—Operating and Maintenance ECCC C408.3.2.2 2020 Existing Building Code of New York State 1 Work Areas Indicated on Construction Documents EBC 501.02 E-File:V:\DesignAndConstr\ProjectFolder\20—Record Documents\23—CodePermits NEWYORK Office of AN Design and Construction S ISO 9001:2015 CERTIFIED ORGANIZATION OPPOTATE OF RTUNITY.. General Services Code Unit,33"Floor,Corning Tower The Governor Nelson A.Rockefeller Empire State Plaza Albany,New York 12242 Phone:(518)474-0331 2020 CODE COMPLIANCE REVIEW CHECKLIST OGS Project No. Project Description: (Project Title,Facility Name and Address) Building Name(s)/No.(s): Client Agency: Date: Estimated Project Cost: Architect/Engineer: Project Type:(Check all that apply.) ❑New Building or any other structure(skip section EBC below and continue to page 2) ❑Existing Building-Refer to EBC section below. Work Involved:(Check all that apply.) ❑General Construction ❑Roofing ❑Asbestos Abatement/Environmental ❑Fire Alarm ❑Structural ❑Mechanical ❑Plumbing ❑ Electrical ❑Site Work ❑Sprinkler ❑Elevators ❑Other Code Enforcement Jurisdiction: Department of State Occupancy Classifications)chapter 3: ❑OGS ❑Other Variance Requested: ❑YES ❑NO Construction Classification(s)Chapter s: EBC -2020 EXISTING BUILDING CODE OF NEW YORK STATE 101.2 Scope.The provisions of this code shall apply to the repair,alteration,change of occupancy,addition to and relocation of existing buildings. (See 101.2 from the 2020 Existing Building Code of New York State for exceptions.) The NYS OGS code enforcement program requires a Construction Permit for all demolition work. BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 1 of 10 Chapter 3:Buildings and structures must satisfy Provisions for All Compliance Methods.Additionally,this project utilizes the:(Check one.) ❑Chapter 4: Repairs ❑Chapter 5: Prescriptive compliance method and with the 2020 Fire Code of New York State ❑Chapters 6-12: Work area compliance method and is indicated on the accompanying Construction Documents per 301.3.2 and 601.2 Work Area ❑Chapter 13: Performance compliance methods per 301.3.3 and Chapter 13(Attach and submit evaluation to this document,see table 1301.7). Chapter 6:Classification of Work—Refer to Chapters 7,8,9, 10, 11, 12 and 14 for detailed scope for each classification.(Check any and all that apply.) ❑Chapter 7:Alteration-Level 1 ❑Chapter 10:Change of Occupancy Additions ❑Chapter 8:Alteration-Level 2 ❑Chapter 11:Additions ❑Chapter 9:Alteration-Level 3 ❑Chapter 12:Historic Buildings ❑Chapter 14:Relocated Buildings Other:Confirm the accompanying Construction Documents clearly illustrate conformance to: Sections 707,810,907 and/or 1107—Energy Conservation and Sections 502.7,503.15,804 and 1105 carbon monoxide alarms and detectors Additionally,confirm all Appendices reviewed, utilized,and is indicated on the accompanying Construction Documents:(Check any and all that apply.) 101.6 Appendices: ❑Appendix A—Guidelines for the Seismic Retrofit of Existing Buildings ❑Appendix B—Sup.Accessibility Reqmt's Exist.Buildings&Facilities ❑Appendix D—Diaper Changing Stations ❑Appendix C—Guidelines for the Wind Retrofit of Existing Buildings ❑Resource A—Guidelines on Fire Ratings of Archaic Materials&Assemblies Key: Abbreviations: ♦ Shall be indicated on the construction documents issued with construction permits. BC: Building Code MC: Mechanical Code (Future identifier-Not Used) EBC: Existing Building Code FGC: Fuel Gas Code ■ Provide additional information below FC: Fire Code ECCC: Energy Conservation ♦ Attach analysis PC: Plumbing Code Construction Code SEE Building Code Section Minimum No. Topic KEY (unless otherwise noted) EBC Code Requirements from Specify Actual Code 2020 Fire Code of New York State 1 Fire Apparatus Access Road ♦ FC 503.1 ��, � 2020 Building Code of New York State 1 High Rise Buildings BC 403 Automatic Sprink System BC 403.3 EBC 803.2.1 /904.1 Emergency stems BC 403.4 � "... _, Fire rm System BC 403.4.2 �Sli �{ a ' ,.z andby and Emergency Power BC 403.4.8 2 Atriums BC 404 ', �a< � + V u. Automatic Sprin Protection BC 404.3SO �` uk n Smoke Con I BC 404.5 'a a%9�!$� .� Enclosu of atriums BC 404.E Sta 54 y Power BC 404.7 it Travel Distance BC 404.9—404.10 „ ., 3 Control Areas ♦• BC 414.2 � MCI � 4 General Buildings Heights&Areas ♦■ BC 501/503,Table 506.2 ' 5 Mixed Occupancies ♦♦ BC 508.1 EBC 1301.6.16 rTNon-separated Occupancies BC 508.3 BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20—RecordDocuments\23_CodePermits Page 2 of 10 Key: Abbreviations: ♦ Shall be indicated on the construction documents issued with construction permits. BC: Building Code MC: Mechanical Code (Future identifier-Not Used) EBC: Existing Building Code FGC: Fuel Gas Code ■ Provide additional information below FC: Fire Code ECCC: Energy Conservation ♦ Attach analysis PC: Plumbing Code Construction Code SEE Building Code Section Minimum No. Topic KEY (unless otherwise noted) EBC Code Requirements from Specify Actual Code Separated Occupancies BC 508.4 Ratio<1 � 6 Incidental Use Areas BC 509.1 EBC 1301.6.19 Non-separated Occupancies BC 508.3 7 Exterior Wall Fire-Resistance BC 602.1 EBC 1011.6 Rating t Table 602 Exterior Fire Separation BC 602.1 =�,� Distance t Table 602 ' 8 Fire Resistive Construction BC 701.1 � Openings Exterior Wall:Allowable Area of ♦♦ BC 705.8.1OW N" P gs Protected Openings BC 705.8.2 ' Unprotected Openings BC 705.8.3 Exterior Wall: Vertical Separation of Openings BC 705.8.5 Parapets BC 705.11 Fire Walls BC 706 i Wk Win. IX Fire Barriers BC 70701010 ; NNW Fire Partitions BC 708 Smoke Barriers BC 709 �` Smoke Partitions BC 710V. Vertical Openings BC 712 � ` BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 3 of 10 Key: Abbreviations: ♦ Shall be indicated on the construction documents issued with construction permits. BC: Building Code MC: Mechanical Code (Future identifier-Not Used) EBC: Existing Building Code FGC: Fuel Gas Code ■ Provide additional information below FC: .Fire Code ECCC: Energy Conservation ♦ Attach analysis PC: Plumbing Code Construction Code SEE Building Code Section Minimum No. Topic KEY (unless otherwise noted) EBC Code Requirements from Specify Actual Code Shaft Enclosures BC 713 � a` Penetrations BC 714 t v Fire Resistant Joint Systems BC 715 Opening Protectives BC 716 0 5 Ll i Concealed Spaces BC 718 9 Interior Finishes: General BC 801 EBC 702.1 !802.4/ 903.3 Interior wall and ceiling finish p � �/�, _ 5 4o requirements by occupancy BC Table 803.13IL 10 Fire Protection Systems:General BC 901.1 EBC 703/803/904 Automatic Sprinkler System BC 903 "'� Alt.Automatic Fire Extinguishing System BC 904 ^* Standpipe Systems BC 905 '� Portable Fire Extinguishers BC 906 g � a Fire Alarm&Detection Systems ♦ BC 907 Smoke Detection System BC907.2.10.7 Smoke Control ♦ BC 909 Smokeproof Enclosures ♦ BC 909.20 ' Fire Command Center BC 911 ' 11 Means of Egress ♦■ BC 1001.1 EBC 704/805/905 Means of Egress Illumination BC 1008 j Ct-S Accessible Means of Egress BC 1009 �� Areas of Refuge BC 1009.6 1r"" Door Hardware Release of BC 1010.1.9.10 Elect.Locked Egress Doors � u 4 e ( S Panic and Fire Exit Hardware BC 1010.1.10 Riser Height and Tread Depth II-0* BC 1011.5.2 �� , Handrails vOO' BC 1011.11 � . " AO Ramps Voo BC 1012 0 Exit Signs BC 1013 jT mnH aGLI 9 Egress Through � BC 1016.2 Intervening Spaces Exit Access Travel Distance BC 1017.3 Corridorgo Table BC 1020.1r Fire-Resistance Rating _ nwy Width and Capacity BC 1020.2 Dead Ends BC 1020.4 � � � Interior Exit Stairways and �� e � , Rams BC1023 Smoke proof Enclosure BC 1023.11 BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 4 of 10 Key: Abbreviations: ♦ Shall be indicated on the construction documents issued with construction permits. BC: Building Code MC: Mechanical Code v (Future identifier-Not Used) EBC: Existing Building Code FGC: Fuel Gas Code ■ Provide additional information below FC: Fire Code ECCC: Energy Conservation ♦ Attach analysis PC: Plumbing Code Construction Code SEE Building Code Section Minimum No. Topic KEY (unless otherwise noted) EBC Code Requirements from Specify Actual Code .01 Horizontal Exits BC 1026 Exterior Exit Stairways and BC 1027/28 was Ram s/Dischar e Assembly BC 1029 Common Path of BC 1029.8 C Egress Travel i . 12 Accessibility ♦ BC 1101 EBC 301.5/305 ICC A117.1 2009 Accessible Route BC 1104 °",ij, Accessible Entrances BC 1105 Parking BC 1106 n J` Dwelling/Sleeping Units BC 1107 Toilet Rooms BC 1109.2 5 Signage BC 1111 �t 13 Ventilation BC1202 Light:Natural/Artificial BC 1204.2/1204.3 14 Minimum Ceiling Heights BC 1207.2 EBC 801.3 15 Energy Conservation - ♦■ BC 1301 (see ECCC) EBC 707/810/907 16 Fire Classification—Roof Assembly BC 1505 Roof Coverings BC 1507 Ifcia- tlT'J.�a= 17 Structural/Const.Documents ♦■ BC 1603 EBC 405/706/806/ 906 Risk Category BC 1604.5 18 Foundations ♦■ BC1808/1809/1810 19 Safety Glazing BC �,�ZNJMWIMI 20 Electrical EBC 406 607/807/ 1007 Emergency and BC 2702 ,f `` „ Standby Power Elevators and Platform Lifts BC 2702.2.2/Chpt.30 _lf#1 '� Exit Signs BC 2702.2.6 " * } High Rise Building BC 2702.2.11 } Means of Egress Illumination BC 2702.2.13 r �" Smoke Control Systems BC 2702.2.16 �..., n , y �`�y •, BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 5 of 10 Key: Abbreviations: ♦ Shall be indicated on the construction documents issued with construction permits. BC: Building Code MC: Mechanical Code (Future identifier-Not Used) EBC: Existing Building Code FGC: Fuel Gas Code ■ Provide additional information below FC: Fire Code ECCC: Energy Conservation ♦ Attach analysis PC: Plumbing Code Construction Code SEE Building Code Section Minimum No. Topic KEY (unless otherwise noted) EBC Code Requirements from Specify Actual Code 2020 Mechanical Code of New York State 1 Mechanical Systems BC 2801.1 EBC 407/707.1 /808 /1008 Ducts and ♦ BC 717&BC 717.5 r Air Transfer Openings , Fan Shutdown MC 606.4 INSOME E Combustion Air ♦ MC 701/FGC 304.1 XWERAM ♦ rat "" Provide diameter of Flues and Gas Vents Chimneys, MC 801.2&BC 2113.1 i chimney or gas vents ' Boilers(required by NYS DOL MC 1004.1.1 ICR Part 4/Part 14) 2020 Plumbing Code of New York State 1 Plumbing BC 2901.1 EBC 408/708.1/809 /1009 Fixture Count ♦ BC 2902.1 &PC 403.1 " Maximum Consumption PC 604.4 + j. Available ♦ PC 604.6/604.7/ s Street)Water Pressure 604.8 Fixture Units PC 709.1 Building Traps PC 1002.E ♦ NYCRR Title 10,Chap. NYS DOH Approvals/ Confirm submission to: 1,Part 5,Subpart 5.1 NYS De Water Supply °10 State"Standards pt.of Heath 2020 Building Code of New York State(Elevators and other) A Elevator Emergency Operatio ♦ BC 3003.2 n Elevator Lobbies an oist way BC 300E Opening Protecti ,fr ♦ See Title 19 NYCRR,Part 1264(link bottom of Identification - truss type page at: B constructi https://www.dos.ny.aov/dcea/laws reas.html BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 2 of 10 AL,LO,1 ,ABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE(BQ504)TABLE 504 3 a �rt �a�° NSIS/S13R1 mGuo � OCCUPANCY CLASSIFICATIONS !S13D TYPE'OF CONSTRUCTION 'ALLOINABLE BUILDINGHEIGHT C, it 50 r- ALL,OWABLE NUMBER OF STORIES°ABOVE,GRADE PLANE;.(BC 504)',TABLE 504 OCCUPANCY CLASSIFICATIONS r 'p NS OR S, , TYPE OF CONSTRUCTION ALLOWABLE NUMBER OF STORIES .ALLOWABLE AREA Fi4GTOR BC 506,1'ABl.E.506 2 "NS/-S(LSM;!-. " t bt i li .00CUPANCY, CLASSIFICATIONS TYPE.OF CONSTRUCTION, ALLOWABLE ACTUAL`(SF) .; . „S13RIS130 of LE Section 506.3 Frontage Increase Equation 5-5 ACTUAL: ALLOWABLE: BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 3 of 10 OCCUPANT LOAD AND MEANS OF EGRESS SIZING BC 1004 AND BC 1005 (A) (B)' (C) (D) EXIT WIDTH(IN) AREA PER EGRESS WIDTH. REQUIRED FUNCTION OF SPACE° OCCUPANT OCCUPANT PER OCCUPANT WIDTH ACTUAL WIDTH AREA LOAD SHOWN ON PLANS SQ FT; (1005),_ n (SECTION 1005) a(TABLE (A48), 1004.5) �n o STAIR LEVEL STAIR LEVEL•+` STAIR' LEVEL , NUMBER AND ARRANGEMENT OF EXITS(BC CHAPTER 10), MINIMUM 'TRAVEL DISTANCE ARRANGEMENT MEANS OF EGRESS NUMBER OF EXITS (1017) (1022:2,2)" FLOOR ROOM OR SPACE REQUIRED DESIGNA lON =REQUIRED"i TU t" ALLOWABLE ACTUAL DISTANCE ACTUAL DISTANCE �.'. , S BETWEEN EXIT SHOWN ON PLAN aEA DOORS, BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 4 of 10 STRUCTURAL. DESIGN , T ' -'Deli' n loads:y Item ValueNoes- ,d , Importance Factors(BC1604.5) Risk Category Wind Snow(Is) Seismic(IE) Dead Loads(BC1606) Roof (psf) Floor (psfl Live Loads(BC 1607) Roof (psfl Floor (psf) Snow Load(BC 1608) 1.Ground Snow Load P. (psfl 2.Snow Exposure Ce 3.Snow Loading Is 4.Thermal Factor Ct 5.Flat Roof Snow Load Pf (psf) 6. Drift Surcharge Pd (psf) 7.Width w (ft) Wind Load(BC1609) V°,t Wind Speed(3 sec.gust) mph(ASCE 7- Vasd Wind Speed(3 sec.gust) •110 Exposure Category mph(ASCE 7- 10) Interior Zones End Zones Corner Zones (psf) (psfl (psf) Se�sm>Ic"Reyulrements` 1#em ��,� Value Notes'"" � ��a -� �4 CC trl7� 10) .�71dti��Vrr*sa'�9t"r "�." �.�4tiWJuMi ln...»t,i�i G�i� � ttyi I.. ,�..,�� .. General Seismic Risk Category Site Class Seismic Design Category Spectral Response Acceleration Ss %q S1 %q SMs %q SM1 %q Parameters SD. %q SDf %q Coefficients Faa %q FVa °/dq Basic Structural System Bearing Wall II (check one,from section BC 1616) Building Frame ❑ Moment Frame ❑ Dual w/Special Moment Frame ❑ Dual w/Intermediate R/C or Special II Steel Q Inverted Pendulum II Other Design Base Shear Seismic Response Coefficient(CS) Response Modification Coefficient(R) BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 5 of 10 Analysis Procedure Simplified j] Equivalent Lateral Force II Modal ❑ Architectural,Mechanical, Components anchored? (specify which, if any) Lateral Design Control Earthquake Wind Foundations°(13C1801) item Value 'Notes Soil Bearing Capacities (BC 1803,1806) Field Test(provide copy of test report) psf Presumptive Bearing capacity psf Pile size,type and capacity COMBUSTION AIR(MC 701:1;and FGC°304.1)(304 5) HEATINGAPPUANCE , BTUH NOzOF °-' BTUH7S0 IN �SO NFREE;74REA, ` "� SO INFREE'AR�A INPUT' OPENINGS - °1000 -,2000° 3000� 4000 �,GRoss NET ❑ ❑ ❑ ❑ Total (Sq.In.): PLUMBING FIXTURE REQUIREMENTS (BC 2902.1);PC 403 _ i OCC PANCY n wATERCLOSLTS . �, ,URINALS LAVATORIES SHOWERS!_TUBS DRIN�CWG FOUNTAINS- ' 4 � WALE "" 'FEMALE° TC424.2),: MALE° U�'��'FEhAALE° ` '� EYEWASH .-°°�RE�ULARm�"ACCESSIBLE SERVICE SINK„ ADDITIONAL COMMENTS: BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20_RecordDocuments\23_CodePermits Page 6 of 10 ENERGY CODE COMPLIANCE CHECKLIST Project No.: Project Description: (Project Title,Facility Name and Address) Building Name(s)/No.(s): Client Agency: Date: DOS Variance Requested: ❑ Yes ❑ No Energy Code Compliance Path: Energy Code Building Type: ❑ ASHRAE 90.1 Compliance Path ❑ Residential ❑ Commercial ❑ Prescriptive 2020 Energy Conservation Construction Code ❑ 2020 Energy Conservation Construction Code(High Performance) Demonstrated Compliance: ❑ REScheck ❑ COMcheck ❑ Modeling The use of the software(COMcheck, REScheck and DOE-2 Based)or modeling approach to demonstrate compliance does not excuse compliance with any mandatory provision of the 2020 ECCC Commercial Provisions or ASHRAE 90.1 —2016 as applicable. 2020 Energy Conservation Construction Code of New York State-C105.2 Information on construction documents: Prescriptive Code Requirement Drawing No./ Detail Nos./Spec. Not Spec.Section No. Subsection Applicable 1. Insulation materials and their R-values ❑ 2. Fenestration U-factor and solar heat gain coefficient(SHGC) ❑ 3. Area-weighted U-factor and solar heat gain coefficient(SHGC) ❑ calculations 4. Mechanical system design criteria ❑ 5. Mechanical and service water heating system and equipment ❑ types. sizes and efficiencies 6. Economizer description ❑ 7. Equipment and system controls ❑ 8. Fan motor horsepower(hp)and controls ❑ 9. Duct sealing,duct and pipe insulation and location ❑ 10. Lighting fixture schedule with wattage and control narrative ❑ 11. Location of daylight zones on floor plans ❑ 12. Air sealing details ❑ Building Thermal Envelope Depiction (C105.2.1) ❑ Written Statement(C105.2.2) ❑ Additional Efficiency Packages(C406.1)—Specify which(1-5): ❑ BDC 402 Rev04 E-File:V:\DesignAndConstr\ProjectFolder\20—RecordDocuments\23_CodePermits Page 7 of 10 i 50L-oo REVISIONS: 12 / 10 / 2024 SITE DATA SCTM # 1000-51-03- " 7 NT IG T5 OL- _ - - _- - - - - - - PROPERTY: 5415 Old North Road A��ri N1D � NIT z INB OF L P _ - - - - - - - - - - - - - N ADDRESS Southold NY, 11971 OWNER: Claudia Purita 19995 Soundview Ave. I Ul— — _ — — — I Southold, NY 11971 SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC DEVELOPMENT RIGHTS INTACT- 3.7431 AC 15 S6 _ - r. I ExIgTING F/'`RM F-0 TOTAL SITE AREA: 25.1943 AC ZONING: AC SURVEYOR: Peconic Surveyors PO Box 909 >= I I NOTE: Iot F- 1230 Traveler Street 0 I Iz MC I TIMBER 5EE SHEET #3 FOR I� Southold, NY 11971LICENSE # 49618 (/� II I wA�LlT�B I�T OVERALL SITE PLAN i o Z , .� W v '� I BUILDING AREA CALCULATIONS O z I I I BUILDING AREAS: I I �.`. .�•.9 . WINERY: 5,849 SQ. FT. EXISTING I I N NO URBI G I o RETAIL AREA 347 SF IRRIGATION WELL W FUTURE 0 I I "NON POTABLE V - I OFFICE AREA 267 SF I I ADDITION I TASTING ROOM 1st FLR 2441 SF 0 20 TASTING ROOM 2nd FLR 451 SF I I N� I 51DE YARD TASTING ROOM SUPPORT AREA 357 SF Q p I I P STORAGE AREA MAIN BUILDING 216 SF 06 J _I PRODUCTION AREA I — — �--------, I 1770SF �j I PARKING AREA / ' I SHEDS: 455 SQ. FT. (n W LIMO.PARKING ; EXISTING I I . . 23 SPACES E 5 BUILDING ' I STORAGE SHED SOUTH 275 SF I OIL. AND P VI oN TO REMAIN i I STORAGE SHED NORTH 180 SF BLUESTONE. TOTAL BUILDING AREAS: 6,304 SQ. FT'. Q/ I I SURFACING: r I 00 , ON.ASPHALT HANDRAIL I I z I FOR tze,MP ► SITE DENSITY CALCULATIONS ~ I Izp 4.5PAGE5 "i SPACES / I I I OVERFLO RK NGw a / I SITE AREA: 3.7431 AC / 163,049.43 SF 0 J I I P AREA v T ADDITION I I J Ex15 INS BUILDING WINERY minus 2nd floor: 5,398 SQ. FT. O W I ACCESS O j TO THE i TO RELOCATED Q I I AS NEEDED z �-I5TjNr7-------------------- I — SHEDS: 455 SQ. FT. Z 0 u- I I FROM MAIN BUILDINS CRUSH PAD: 695 SQ. FT. W = I DRIVEWAY SLAB� I I I COVERED TERRACE: 863 SQ. FT. ~ F1 o I I K I I TERRACES ON GRADE: 2,284 SQ. FT. : O 5 I _ I Z - I I TOTAL: 9,695 SQ. FT. 0 I I 7 SPACES O I I EXISTING SHED SEE �- — — LOT COVERAGE: ° I I . .OIL, AND' I it1 = 5.9 /° ACTUAL / 20% MAX. ALLOWABLE BLUESTONE SHEET #12 FOR I HOUR O I O PL,�1 `I''I.. / FIRE SEPARATION I I pAR 1146 DETAILS AND NOTES _ PARKING: ° SURFACING :' z d 21,717 SQ FT / 13.3 /° LOT COVERAGE I ON ASPHALT : LlM4. . tSl its I --- ELEG / I p TRANS LANDSCAPING: 11"1 II I 6RA — MIT N - • t ➢ Cd 131,637 SQ FT / 80.7 % LOT COVERAGE ),IM � t31 II SU F GE . m / _ I PARKING CALCULATIONS 1�a.00, '� !o w RETAIL AREA 347 SF/200 SF/SPACE 1.7 SPACES '\ 1486 O3 50 MECHANICAL m OFFICE AREA 20 SF/100 SRSPACE 2.7 SPACES 30 � DUMPSTER - S LOCATION W✓ 6FT EQUIPMENT �, TASTING ROOM 3249 SF/200 SF/SPACE 16.2 SPACES — — J HIGH CHAIN LINK INCLUDING TASTING ROOM, SUPPORT AREA& MEZZANINE � — FENCE W/ PRIVACY n1) STORAGE AREAS 671 SF/1000SF/SPACE 0.7 SPACES Q 4 I SCREEN � INCLUDING STORAGE IN MAIN BUILDING AND TWO STORAGE � r SHEDS Y — — — _ I O D �� PRODUCTION AREA 1770 SF/500 SF/SPACE 3.5 SPACES W J 0 r- TOTAL PARKING SPACES REQUIRED 24.8 OR 25 SPACES } 00 O I— LETTERS ON EXIST. TOTAL PARKING PROVIDED 25 SPACES WP2 H.0 co w ti A L 16HT GARAGE � _ � z � SIDE 4 feet CONTRA�5TI NG • COLOR LOCA TION a I BACKGROUND Q W 171 OVERFLOW - c� I s PARKING PURITA p D Z AREA 20 WINERY ACCESS SIDE YARD W AS NEEDED O EXIST. I FROM MAIN N GARAGE -A I NEW 516N AT Je ITEtiCIA I DR1I/EWAY ENTRY Lon (�� + 9 Creek 3o Q, _ RQ► '' 024 y0 I Q EXIST. EXIST. o� co ��b I ft� RESIDENCE RESIDENCE PROJECT NO: u 0701 d NEvi m I RIVEWA DRAWN BY: I GRAVEL UT RFACE CHECKED BY: I � DATE: } z Z Jan. 11 2022 I z I NEW SIGN � ` .. . O v v SCALE: 1" = 20'-0" I Z Z CURB GUT TO BE CROWNED TO 111 I►- O FOM PREVENT STORM NG SITE RUN-OFF SHEET TITLE: o �p ENLARGED m I ASPHALT PAVING SURFACE FROM SITE TOWN ROAD TO 10 FT BEYOND PLAN m X FROM DRAINAGE BASIN INLET, Ua 161.�j3' SPECIFICATIONS TO MEET TOWN z N 80 05' 50 w HIGHWAY STANDARDS SHEET NO.: P I L I I T T r"tgm N nL A, R aCrn-7`4 �h D %0Nftm0" I 'E"' �EjSCALE: 1 "=20I-0" DATE: JANUARY 11 , 2022 I REVISIONS: 44'-2" 201_411ELECTRICAL LEGEND D3 / 23 / 2022 '1'-4y2° 15'-6" 6'-8y2" IO-8 ME EMERGENCY L I GHTI NG D 5 125 12022 EXIT SIGN W/ EMERGENCY L I GHTI NG D 6 / 2 / 2022 j OVERHEAD HIGH HAT D 12 / 10 / 2024 30" SQ PIERS► 3" ADDITION TO EXISTING I* EXTERIOR WALL MOUNTED FLOOD LIGH 54"sgx2" THK STONE COPING ON GONG EXISTING STRUCTURE STRUCTURE PROVIDE 5" THK CULTURED 10" 50 ASED STRUCTURE x� EXHAUST FAN STONE VEENER ON ,ALL VERTICAL Go W/ Ix ' S/D SMOKE DETECTOR SURFACES ABOVE 61RADE, PROVIDE i TRIM ,e, (5) ( EN 2x6 STUD r- o CARBON MONOXIDE DETECTOR TE CONCRE FOUNDATION ON 8" DEEP 2X6 P 5T VV WALL W/ R-la GONG FOOTING, 561" BELOW &BADE I 14 POST CLAII,4P5 HOSE Hose BIB 6° (2) 2X6 BATT TOP A BIB POST mP 4 INSULATION i 507TO14 %Z FTNE I 726410 I 26410 TW26410 iv ————— EXISTING DOORS — ——— —— — — ——— ——— EXISTING DOORS Lrj 2 2x8 �` 2 2x l >= (2) 2X6 (5)2x6 POST MW21611 I DOWN TO FDN R\-AW COVERED I 2) 2x6 POST POST TYP ABC, FI I I I I 0\ FIRE I FIRE I �, 1 THK ENTRY I dal" Per foot I 4 I I I I INcwI51R I �crlN6ur5HeR �- II NTRY I I I I I Z 4" bX6 WWM TYP GI AL wo I I 3-Ox7- 1 +5'1.0 FHW 0611 NEW T LE FLOORING o a I I I I I 1 0 W " I ( WITH PANIC } _ STONE Y er foot Ya per foot - I HARD RE ,- I I I I 1 Z i4 p I I p � O u ST I 1 r, '� ' r BOTH D S rn rLV- GGU ANGY: A2 I I Q I I I_ x- (V p �J L °� ® qJ 1 - ST 1 1 EX I ST. BARN I I I 1 STAIRS I- I 1 440 'Sq•. ft. net BAR '7" RISERS W/ 00NC TREADS ON 4" THK i I �, F I 50 ccupants I TORA6E ARE/�jlcv x o NO S Q II 0 GONG STRUGTUR:E PROVIDE GONG ON I 4 -ox7-o ' 2) 2x6 A Sembly I I I I I EXISTING ALL VERTICAL (RISERS ABOVE &BADE, I EXISTING I _ POST UnGO centrated w PHASE I 1 S-TORAGE Q W PROVIDE 8 WIDE CONCRETE 1 1 CONCRETE i - ( I I I _ FOUNDATION ONI 16" WIDE 8" DEEP (tables)and chairs): % r , . ry i I OGGUP NGY: 52 1 1 I PHASE I 06 GONG FOOTING, 56" BELOW GRADE I TO BE H 21611 15 sf / GGupant, net ; ' „y ' ,; 1 1 1,104 sq,. ft. GRO55 I I 1 1 �-- I ( o REMOVED I I o � � _ TYPICAL I X L J L1 I 4 Occupants I I I I OCCUPANCY: 52 -- -- o -- -- �' ---- -, +��¢ --- -, NOTE: I I G/o I I Low Hazard Storage: I I ' 1 566 s ft. GRO55 ;z STONE ! I i M i yobs i i �,o�o i i EW 2x6 STUD AUTO TIC SPRINKLER 1 9 �• I� - PIER i r WALL W/ R-la A 1 5/D I I 500 sf / Occupant 11 I 2 Occupants O BATT SYSTE PROVIDED NEW 2x6 STU p THROU HOUT BUILDING V Low Hazard Storage: — INSULATION SHOP RAWINGS AND w- B ATTL W/ R-19 3-Ox7-0 I G O 500 sf / Occupant I"- I_ 5' 1_ I 1 CERTIF CATIONTO FOLLOW INISULATION x 1 4 I I NOTE' 1 I I S D 1 a 2 6 a 4 1 NO 5, r, , ,GEssI r,�' m 1 1+51.0 1 I AUTOMATIC SPRINKLER 1 1 ' 1 NOTE: �J 2 DRINKING Lam- I I I SYSTEM PROVIDED 1 1 I AUTOMATIC SPRINKLER 1 0 _ , I FOUNTAIN FHW60611 THROUGHOUT BUILDING I J �I EXI TING ,_ „ , ,� ,_ I I I I I , i =< of wA��LS a II 6 a IiI - 1 FLUSH 4 _ I ( SHOP DRAWINGS AND I I i SYSTEM PROVIDED W 0 - ' " "� w 2x6 s THROUGHOUT BUILDING = I 1 5/D 51rUD WALL N I I I CERTIFICATION TO FOLLOW I I I 1 I G o ❑ 13-ox7-o I I I I SHOP DRAWINGS AND 11-- Q I (2)2x10 0 (2)2x1 I CERTIFICATION TO FOLLOW EXISTIN& ' G/O o o I I I meta tables, outdoor 4 4indoorr I O GONGRETE --- 1 g/D X ME ME X I I I 2 metal chairs, temporary unused 11 I STO O : ou oor 4 Indoor BUTTRE55E5� o M I I I equipment for wine making, I I metal tables outdoor 4 Indoor MWO ENS -I ME tem ora unused kitchen I 1 ' o. PH SE I p ' I I I tom ora unused g REMOVED 1 B OIL L J _ I L TOILET I I I equipmen , cases of empty wine I 2 metal chairs, p ry o OGGUP GY: A2 - - - - - - I I I I equipment for wine making, TYPICAL L--- 11 R2501�1 - - �O�NT - bottles, outdoor flower pots. I tem ora unused kitchen 1045 s . f t. net "r "NO ALCOHOL STORA6 " I I I P v METAL RAILIN& q. " SEE SHEET f SEE SHEET I I I I I 1 equlpmon , cases of empty wine ON BOTH '70 Oc upants ADD JS PLYWOOD ( bottles, outdoor flower pots. 1 #I6 #I6 I I I I I HARDWA Q SIDES OF A55 mbly 5HEATHIN6 FULL r f -11 ,` I i 'NO ALCOHOL STORAGE" � WITH NIC cry RAMP TO MEET i HT OF WALL ONE NEW TILE J L NEW TILE I I I I I u BOTH DO RS unconc ntrated SIDE OF WALL OORIN FLOORING _ ADA, ANsI I'1.1 - ----- --- ------ - ----- -- I---- xi _ x - S 4 IGG z (tables air d choirs): - - - V STANDARDS (�✓' sf / O upant, net I r EXISTING DOORS I Xo EXISTING DOORS tV = N Zwo^ in► --- x� 2 r r�I 2 = Q o0 TAST I NG I ROOM _ _ E 1 =M I- LP3082 NEW WOOD F OORING N aN I -6 =m SEE FOUNDATION PLAN FOR CD (POSE ADDITIONAL IN ORMATION V Y NOTE: I 1 3 I STUD x O KkL LU _ J W L 0 m 12 74tjT01VtXC1`r SPRIER 14 ►n 0) ;; E I RE AREAS: !- N w SYSTEM P OVIDED 3 0 3 �; 1 NEW TASTING ROOM: OCCUPANCY: A2, 1,045 sq,. ft. net, '70 occupants � _ Z r x THROUG UT BUILDING 4 4 NEW ENTRY: OCCUPANCY: A2, 440 Sq•. ft. net, 30 occupants J V M M o ,P6882 SHOP DRIIINGS AND 3. EXISTING BARN STORAGE: OCCUPANCY: 52, 1,104 5 ft. net, 4 occu ants o°. to m _ x. q,• p 3 2x6 _ CERTIFICA ION TO FOLLOW EXISTING STORAGE: OCCUPANCY: 52, 566 s ft. net, 2 occu ants a w ( ) - I F TPROOF �' p POST 1 3-Ox7-0 , 6" 1" D HOSE BIB u 0 - - - TOTAL OCCUPANTS: 106 occupants p AR CONSTRUCTION: 2 GON01;M I BAR TOP METAL I RA DOWN P3082 PANEL VERTICAL FAG ON 2x4 1 STRUCTURAL NOTES: 1:12 itch, MEET �_-- WOOD FRAME WITH NIC I AN51 All"T.1, DITION TO EXISTING HARDWA SE TION 405 XISTING STRUCTURE (2) 2x8 MIN H D R � 4 THK GOGONG SLAB W1 )ono im i 2 I +3'7.0 1 BOTH DO R 1 T ARDS 5 GTURE - " 6X6 WWM TY,10AL — + .0 56Aa +56..4 APB = ANTHONY POWER BEAM � D A� 42" H MTL &UARD IL /lV�\ JQA� A(�'�� �\' NOTES : I� t REMOVE EXIST. 2 FIRE EXTINGUISHERS (FIRE ALARM) WILL BE Aa DOOR $INFLL PROVIDED AND INSTALLED TO CODE + '' �; 020" your 10' a'-4° TASTI N BAR ABC FIRE OPENIN& NEW 4" THK =NC. ry OF•!►' --- EXTIN&UI SLAB REINFORCED w/ a 6x6 , 10/fo W.M.M. PROJECT NO: le ! ,° o PROVIDE GONliROL 1 AUTOMATIC SPRINKLER SYSTEM PROVIDED 0701 GUTS AT 2'.A THROUGHOUT BUILDING SHOP DRAWINGS AND DRAWN BY: r UT INTERVALS. O YP) CERTIFICATION TO FOLLOW ABG FIRe—�-O G/O CHECKED BY: EXTINSUI5I R 12'-O" I I6'-8" 4 X 1 DATE: Jan. 11, 2022 -� ALcol-IOL -► 0 1 FINISH SCHEDULE: NALL5 GE I L I N6 '+ 3-ox7-o J CONTENT I6 J J 3-ox7-o ° NEW TASTING ROOM: 5/6 GYP BD 5/5 GYP BD SCALE: 1/4" = 1'-0" MECHCAN 1 GAL 2 OR LE55 NEW ENTRY: 5/8" GYP $D 5/8" GYP BD SHEET TITLE: OUT DOOR -- ROOM 1 s D % ' % , FLOOD LI6HTs NEW MEN5 4 WOMEN5 BATHROOMS 5/8" GYP BD 5/8" GYP $D NEW TASTING ROOM SUPPORT 5/8 GYP BD 5/8 GYP $D NEW MECHAN I GAL ROOM 5/8" GYP BD 5/8" GYP BD PARTIAL �------- 4 EXISTING BARN STORAGE: EX. WOOD SHEATHING EX. WOOD SHEATHING FIRST EX 15T I NCG 5TORAGE: EX. WOOD SHEATHING EX. WOOD SHEATHING FLOOR �EXISTIN& �clsrl�s �:vulroN,� GONGRETE D s�ucn swsrlr�srlwczul¢e 55E5 PLAN TO BE 12 REMOVED TYPICAL 6" 4'-11" a'-8" a'-a" 4'-10" 6" SHEET NO: 20'-IO" mum ILD"' ING' PER-%M11" Z"iET Ll F I L 0 R P L A IN DATE . JANUARY 11 , 2022 SCALE: 1/4" = V-0" RESIDENCE ZONING \\ REVISIONS: I cur CIIRe �� \ LOCATION MAP Sept 22,2016 art 'REy40wcE R-40 \ Oct.13,2016 I / CURB _ REswwcr A6'OD'CE \ 1 F y i January 19,2017 RrsnErvcE REsowcE Long Island ,, /)�'{wJc�ESound ' R .2a GARAGE II�'CURB � V_ t5�_ -_ - k• �f CUr G4NGE "'AGE GIRACE \ \ RJ"a#�`.�'.>':: ,... '+�I•�Cn y I GARAGE 1 p T CURB CURR..0 ❑ Je � ^� w0 T m Llfl �RBCURB \CURB n Pb 0 a� GARAGE 1 (/6 Or Long m I h I c�EORCNESG' II I �7Ot�A FT YAM I o �o ?° Creek S a 9 4m D >' Ig I Rv m ..i N3 m ZON NG 4 s�� �•� 9 Cu I or ;5 0 I 4< I a- hArarO 6,•'.'<YaeggW/(t•nm Cur / N RESIDENCE A I I I I iyL R/ GO.e•r�� rY I -1 R. I fj so'gs.gcTJ l p$ III I � I I � cT I gRN II I %T;4e6e�' I II IIII III SITE DATA N XAsn II II I I II. •IIII I I III �cARACE I I I IIIIIIIII I II II�I•II III I I I III III III I II I I IIIIIIIII 1 I I II- iI I I I i t1 ZONING III III II SCTM#1000-51-03.4.11 Z SCTM#1000.51-03-4.12 � 0 AC SCTM# 1000-51-03.4.13 0 I1I I SCTM# 1000 51-03-4.14i 11111 I A. SCTM# 1000-51-03-5 _ LL It WPROPERTY: 6195 Old North Rd. ZADDRESS Southold NY 11971 0 RdO I ANION I IIIiI II I I II IIII II I IIII1I1;I I I YI IIIIIIII I III OWNER: Claudia Purits utodi 191 Q wANx Soh ,NY 17 SITE: DEVELOPMENT RIGHTS SOLD- 21.5771 AC mI I IIII i I DEVELOPMENT RIGHTS INTACT- 4.4789 AC y z see 26 5O E r TOTAL SITE AREA: 26.056 AC z I l RA�Nr II I I I II I I ZONING: AC 0 0 PA&Loll I I , I 11 °°O°°u I I I I I III II II III I j SURVEYOR: Peconic Surveyors ll \ FRANCO PURRA I I II -I I I I I II IIII III I I I PO Box 909 I I I I I I I uthrlde 17 Q SooNY 191 0 0 t Zy+RoowuY woos I I I I I I I I I I III I I I I LICENSE#49618 0 J �\ ( I I I III III III III I I I NOTE.ELEVATIONS BASED UPON NAVD(1988), 0 \ I I I I I USC&GS DATUM U \ CHARDD Y DR I I kq'LffyLANE I ! BUILDING. D AREAS 028 PT � I SSCTM#1000-51-03-414 j WINE PRODUCTION BUILDING:(9..129 sftotal) U) I I •I, '171TVELOPt-� I EXISTING BUILDING: 6,033 SQ.FT. Rl6lrre SOLD) I I PROPOSED BUILDING: 3,096 SQ.FT. / /CKVMNNAY WOODS I I I DWELLING STRUCTURES(460 sf total) / / HOVE ASSOC rRANN PURRA I I I EXIST DWELLINGS: 932 SQ.FT. I / (OPEN SPACE ( I' I PROPOSED DWELLINGS: 480 SQ.FT. I ,' i m I III IIIIII I IIIII PARKING REQUIRED ` I 01 I I I 11I I I I I SCTM# 100051-035 0.76 Acres I I WINE PRODUCTION BUILDING: I I - see ate so•E r>s I I IIII I I OFFICE AREA:1,093 SF/100 SFISPACE-10.9 SPACES I I I I I I I I IIII I III I I. I I ago I PRODUCTION:4 EMPLOYEES=4 SPACES 96 SF11000 SFISPACE=3.1 SPACES ep Z. • DWELLING WEL NGUNWELLING:2 spaces per dwelling=2 SPACES 2Op ONE FAMILY GTOTAL PARKING SPACES REQUIRED=20 SPACES TOTAL PARKING PROVIDED=9 SPACES WN HC w_j• Q; a \\ III III IIII I I I I I TOTAL PARKING LAND BANKED=11 SPACES u) n g W'I I LANDSCAPE AREA REQ. 5 SCTM# 1000-51-03-5 0.76 Acres Q~� i I I I I I I I III II I.E.FlE D5 LLG I LANDSCAPED PARKING AREA REQUIREMENTS: rn W (PGsUCUllttRa RESE?M I I •10 SF OF INTERIOR LANDSCAPING FOR j 1 I I I III I I I I EACH PARK1 TREE FOR ING SPACE KING SPACES EACH SEPARATE LANDSCVERY 10 APED AREA TO BE 100 SF MINIMUM W!8FT MINIMUM WIDTH I I I \\ I I II 11 II I I I I I I I II�I I I III III,I II I I I III I PARKING SPACES O•syF ZONING INTERIOR LANDSCAPING: SCTM AC 9 x 10 SF=90 SF REQUIRED W�;tYeo \1 II I I 160 SF PROVIDED I I I I I IIIII I I TREES REQUIRED: I I SITE PLAN APPROVAL GRANiFD - I LANDAMuP LIMIT of FRESH `•+ nr 5 .TEM 02 I I I ,, IIII I i CH 10,2008 AND AN E%TE SION I 9110=0.9 OR 1 TREE REQUIRED K4TMKETLANDS WINE nON I G DONJULre,YotsFo _ 3TREESPROVIDED DELI AnS BY SIR�OIJG 1 BUILDIN& I I I I II{} ENVIRONMENTAL CONSULTING I I Il IIIIIIII I I I IIIIII III I II I I CONS UCTION OFA NEW VA ERY _ _ I - ROJE 0: INC ON MARCH 6 2014 7 I I WaMr Une(s)MUST,Be Inspected By The 0701 IC ARDONNAY xmoos1I I_ I I I I Sufto!t County DopL Of Health Services, DRAWN BY: I HoxE Assoc plO y,FI 1 g 1 A ta0 I `. - I Call 852-5754,48 Hours In Advance UT I I..SPACE) y�i Fo rHD `I(C 6HIS I AGT) N I To Schedule InspeLBon(s). WITHIN/ I PROP TlEW • FNAA'tYSA •I` D4 O9 I1 CHECKED BY: NS SEE SHEET I uNDazG PueLI O aA° f It 2-rdPlnAP:t . �( TER LI FROM AD O o PROP S1�rIG SYSIfENt;ri_' �• t c DATE: #5F 2/U 1 FOR 51 TE o TASTING o ExIsnNG I 2 19 [7u..Yf.Tt�V IN�!>CCi10N PEQ)R D Jury 27,zots / 0 5CDH5 nolO-IS-0OOS `. OFFSITE FIRE ESPY C7 8A"iTtJ 1f8YSTei LNLARGEMENT I LVI� DE xpay I • i DATE 2/9/6 : = -.. HrvRANi I (!'HG LTHDTAt�i1!M SCALE: Awn N I 1"=100'-0" Ro ocAnx IN6 Ltt�� / n �- I I / PRwo pity N SHEETTRLE: I - ut • a.__-,• °; I n I '-' �• I &&folk County lkpaM=t ofNwth Semar I NO FOUND N WITHIN IUS _ • :.' 3 I 0 - 03 50•W I'1o56 I - (�A0• I - APPmvalfmConmmdon-OFba7bwSingleFemlly STEP AN SEA G nEMI O BTRG i¢ A.• r �o't' WAOER SGDNS ILDIN6TIN6 �p' j - - i . Rettxente Na13-�noS DesigmFlow O _ ..t. i �"B,A` p 51W00 wuaER use(a, I neY� 'T Shf15 WINE nON m SCTM#1000-5-03{6I ( °4 JR sAW1Oa •GI0.1 These Plans hnvo owed for oonfmm th Su , ul LUj I ILDIN6 - PROPOGEtfDEVE1oPMENi I , ') I p9' County DepanmtntofHalthServiaraandatds,rclstingtowstuwPPb APR 20 21117 OLD NORTH RO z CI1Ra cuOtrYR216Hrs INT »I I / _ I and sewsgedisposal.Regardlessofmy omisdom.itrcensutettcesmlack i AD 25 FT WIDE I N a!f B / of detail,comwethm is mquirtd to be in socmdence with the attached hcufu:a�a:n O 1 Petmit C witions and eppli able unions apeciReslly waived by P:ann an racrc MAIN ROAD the Depu l m.This approvd 'm 3 yeas from the approval date. SHEET NO.: ll MAII I WATER 16 Ol•D NORTH FroAD ZS FTPit / uoleu tv edorm—td. Ur>EW ST FJ NT Dp� . 5EE SHEET / PUBLIC PUBLIC WAT _ #fJg FOR SITE / A Date Revle s O WAn3t LA FROF�ROAD MAIN IN RO ^ /I FT UTTY EASET'�NT / [` tl TO RELoeAnx DWNLIN6 PROPOSED IS ILI PROPOSED resew U10&ROUNDD ENLARGEMEN'T PLAN �■V PUBLIC WATER LINE FROM MTM +,S- ITE ,�J Lire:IN ROAD To PRODucn / PLANNING BOARD \ SCALE,.—Y—=400'-O_r____ VVALVEst��00-1 // SCDHS SUBMISSION OCCUPANCY OR USE IS UNLAWFUL APPROVED ASNOTED WITHOUT CERTIFICATE' DATE-. a a.P.A- OF OCCUPANCY FEE: O , d. BY aa NOTIFY 'BUILDING DEPARTMENT AT 765-1802:: :8 AM TO 4 PM •FOR THE FOLLOWING INSPECTIONS:' 1. FOUNDATION TWO REQUIRED COMPLY WITH ALL°CODES OF FOR POURED CONCRETE NEW YORK STATE.& TOWN CODES 2. ROUGH - FRAMING & PLUMBING 3. INSULATION AS REQUI;R AND CONDITIONS OF 4. FINAL - CONSTRUCTION MUST $ObOtDTOWNZBA BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE �' ' SWHOLO TOWN PLANNING BOARD REQUIREMENTS OF THE CODES OF NEW OLD OWN. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. N;Y..$.DEC RETAIN STORM WATER RUNOFF FIRE.INSPECTION PURSUANT TO CHAPTER 236 REQUIRED BEFORE OF THE TOWN CODE. PLUMBER CERTIFICATION Fire separation ON LEAD CONTENT BEFORE required as per CERTIFICATE OF OCCUPANCY hTYS Cede SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% TRUSS PLACARDING REQUIRED ,All exterior lighting BloweT door Installed,replaced or and ductwork repaired shall conform teStln to Chapter 172 g re9uired, of the Town Code Must provide Manuals e�cnmrxu D, J and S as per NYS Energy Code a i - I REVISIONS: S11"E DATA ' I I Iti I I I I SCTM # 1000-51-03-4.11 I w _ _ — IG PROPERTY: 5415 Old North Road I of _ L _ NT _ _ _ -- — — _ — — — ADDRESS Southold NY, 11971 OWNER: Claudia Purita Southold, NY 1 9 1ve. SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC DEVELOPMENT RIGHTS INTACT 3.7431 AC r — EX15TING FARM tZOAI� IQ TOTAL SITE AREA: 25.1943 AC I II I ZONING: AC t- cSJ �I I III SURVEYOR: Peconic Surveyors p� PO Box 909 II I NOTE: I o- 1230 Traveler Street O I TIMBER SEE SHEET #3 1=0R �z Southold, NY 11971 LICENSE # 49618 I I RETAINING OVERALL SITE PL><4N 10 � I I WALL IS HT I a Z >. BUILDING AREA CALCULATIONS z I I p BUILDING AREAS: O I►� WINERY: 5,849 SQ. FT. I I EXISTING tt1 NO URBI G RETAIL AREA I IRRIGATION WELL W ;' FUTURE 347 SF Q I "NON POTABLE I OFFICE AREA ADDITION I 267 SF Q I TASTING ROOM 1st FLR 2441 SF I I ! 2O TASTING ROOM 2nd FLR 451 SF I +� TASTING ROOM SUPPORT AREA 357 SF Q YP �.>. STORAGE AREA MAIN BUILDING 216 SF —► I I ''."` — — — �---____ I PRODUCTION AREA 1770 SF 06 I PARKING Alj I W I LIMO PARKING j EXISTING SHEDS: 455 SQ. FT. I I 23 .SPACES . " s� or _ / BUILDING I STORAGE SHED SOUTH 275 SF ►r :. OIL AND. :' I I P WI ► TO REMAIN I STORAGE SHED NORTH 180 SF �-- BLUSTONE;:. :: , I I SURF LING: I TOTAL BUILDING AREAS: 6,304 SQ. FT. DC I00 I QN.ASPHALT .: HANDRAIL' . � � I I FOR RAMP I z I ? 4..SP}�GES:. 6.:SPACES SITE DENSITY CALCULATIONS I OVERFL2104 ADDITION. .:.. I Q O w I .� SITE AREA: 3.7431 AC / 163,049.43 SF 0 J I I PAR�KIAt�c� TO O /. ADDITION I A_ EXISTING " .... ,. EXIS ING BUILDING J I w I To THE WINERY minus 2nd floor: 5,398 SQ. FT. O .. ACGE55 O :BUII.DINiS.. . i TO RELOCATED A I I AS NEEDED z -- - -------------------- — E19�TJNFz I SHEDS: 455 SQ FT O MAIN BUILDING (� CRUSH PAD: 695 SQ. FT. LU _ O I FROM M CONCRETE W I I DRIVEWAY `SLAB I I I COVERED TERRACE: 863 SQ. FT. �"- 1 I - . 84 FT :. S � I I TERRACES ON GRADE• 2 2 � TOTAL: 9,695 SQ. FT. 1 SPACES z � I I OIL' AND EXISTING SHED SEE I LOT 5 9�VACTUAL 1 20° MAX.ONE SHEET #12 FOR I HOUR = /° /� ALLOWABLE I BLUEST . ' FIRE SEPARATION I QC PARKING: �:" DETAILS AND NOTES _--- I Cl N o I I ON ASPHALTELEG 21,717 SQ FT / 13.3 /° LOT COVERAGE TRANS ITIxG A O _ LANDSCAPING: • W I II G LIM W 4 131,637 SQ FT / 80.7 % LOT COVERAGE V = I I RF GE � � •.;1 O I I ® I 6' m PARKING CALCULATIONS I _ on' '� o - I , 3O" yy O NS6 O3 RETAIL AREA 347 SF/200 SF/SPACE 1.7 SPACES \ m I I 6 03 3O" W DUMPSTER MECHANICAL m OFFICE AREA 267 SF/100 SF/SPACE 2.7 SPACES • EQUIPMENT TASTING ROOM 3249 SF/200 SF/SPACE '16.2 SPACES Z I I LOCATION W/ 6FT INCLUDING TASTING ROOM, SUPPORT AREA& MEZZANINE J I HIGH CHAIN LINK m " • FENCE YV/ PRIVACY STORAGE AREAS 671 SF/1000SF/SPACE 0.7 SPACES �r •--_ _ 4 , " I SCREEN Z INCLUDING STORAGE IN MAIN BUILDING AND TWO STORAGE Cj BG I SHEDS Y DARK PRODUCTION AREA 1770 SF/500 SF/SPACE 3.5 SPACES J W M r — r LETTERS ON TOTAL PARKING SPACES REQUIRED 24.8 OIR 25 SPACES a I LIGHT EXIST. AL PARKING PROVIDED 25 SPACES W/2 H.0 GARAGE �iIDE 4 feet GONTRSTING (� ' COLOR LOC TION I BACKGROUND a w I F OW _ \ \ \ I OVER PURITA p 0 PARKING AREA 20 1 WINERY I I A5 NEEDED I FROM MAIN ACCESS O EXIST. W I DRIVEWAY =-�- .. cy GARAGE I so��dv`e I NEW SIGNT ITE ~� I DRIVEWAY ENTRY P � a Long �h04 �—, w �° Creek 5 sO a I EXIST. EXIST. I ft� RESIDENCE RESIDENCE 2 I I PROJECT NO: 0701 I � NEW m I RIVEWA DRAWN BY: I u GRAVEL 2 UT URFAGE CHECKED BY: I O JUN i DATE: I z Z ! Q 3 `F�'� Jan. 11, 2022 I Z BU{LDING 7FPT.NEW SIGN TOWNOFSOA. TOLD _ I OpL v : � O SCALE. 191 20 -0 ll I u•• Z ; � CURB GUT TO BE CROWNED TO SHEET TITLE: lU i 00 PREVENT STORM WATER RUN-OFF FROM LEAVING SITE m ►p ENLARGED � ASPHALT PAVING SURFACE FROM SITE TOWN ROAD TO 10 FT BEYOND x FROM DRAINAGE BASIN INLET, PLAN (O SPECIFICATIONS TO MEET TOWN Z w 6 O3, 30 y y 161.53' HIGHWAY STANDARDS N8 t OSHEET NO.: IL low— N LARG" �F. D PLAN- UIL INNPERMIT SET 1Z.0 SCALE: �1 "=20'-0" DATE: JAN UARY 11 , 2022 i I ► ► 3SITE 1 I I � I - - 35 34 5 5 IL NT IC, T5 L- - - - -- - - - - -- - - - - N SCTM # 1000-51-03-4.11 I 3� \ d \ Ise or- ___ _ - --- I — I \ \ \ U_ _ - - - - - - _ i �' PROPERTY: 5415 Old North Road - _ - ADRESS Southold NY, 11971 OWNER: Claudia Purita I _ Southold, NY 11971 Ave. 5 86 �3_11 1— \ FARM ROAD I SITE: DEVELOPMENT RIGHTS SOLD - 21.4512 AC .9 I I► \ \ / I DEVELOPMENT RIGHTS INTACT- 3.7431 AC I I \ \ 1 \ \ \ NOTE: I TOTAL SITE AREA: 25.1943 AC Y SEE 5HEET #5 FOR r 5Y TE # I I \ \ \ OVERALL 51TE PLAN � 5E TIC, SYSTEM ZONING: AC O I I \ \ \ \ 8 54 tXP 1 (1) 200 C SEPTIC TANK (ST) >"'6 GGA TEST HOLE %`O,' I 1 FTI x 4 FT LD (ST SURVEYOR: Peconic Surveyors (/� \ I 1 (I) 8 T VIA x 5 FT LD PO BOX 909 Uj I \ T INING �\ ELEV + 37.0 �.-. I G ASE TRAP (GT) 1230 Traveler Street Z I Southold NY 11971 Z WALL * s� `A�' -1 81 01 LP,' I (2) 8 T. DI . X 12 FT. HT. O11 O LICENSE # 49618 1► � \ � � �-f/ �-(� � FUTURE " \\ � ,''�"' I LE GHI N POOL (LP) �... I I I \ sss+ \ ADDITION >�1� I (1) 8 F VIA 12 FT HT (EXP \ _ \ �z U � \ ' \ \ / 1\, 0 J1L"_ ,_`` I EXPANSION POOL PEST HOLE BY MARK McDONALD I 1 o X"�-� - � 0 I 36 GEOSCIENCE I I \ \ \ /^ I ___ _ � ,p� I NO SCALE SOUTHOLD, NEW YORK 11971 Q _ "f I TEST HOLE DATA 10/2/07 (� -- - - 06 IrzR16ATloriSwsu. V,' RKING AREA m j I 0.5FT BROWN LOAM OL W s I I \ 'NON POTABLE 2 SPACES ENTRY uP Goy/ERtD / I U) = ► I /nw B T� wATL� L AND \ ss +s�q / Y A I 3 FT. PALE BROWN SILT ML Z O I I \ 8 I '4 \ SBIjRFA O G s's* \ / I PALE BROWN SILTY SAND 00 ► l r axla �- \ ON ASPHALT\ \ �; s I 8 FT WITH 10% GRAVEL SM ► F. / PARKING I Z i / SPACE p I / OVERFLOW /pw� TYPICAL PARKING , - I BROWN FINE TO COARSE SAND SVIV Q I \ PAREAG l8g \ PITH DACE sbs + UNDERGRO ; �- I 17 FT. cl I w r GB T/P W ADDITION PRO ANE ' I NO WATER ENCOUNTERED O IA I PITCH / --- ---------IANK� I O X101, GB TX_ PAPAWS - tT NF;W$ GONG. , _, I Uj I_ I e +54.4 I L-- I I 8XI Typic, Q 3535+ \ \ \ / / \ \ \ J I I I 2a' � \,ems + I / UNDERGROUND WATER L /IL AND Np / D / ®© ON/ \ \� .l I J I O I 18" MIN BELOW DRAT GE — s \ BLUESTONE bX4/ EXIa ' A LINE (PRESURE PIPE) TYP SURFAGING = / 8x8/ Sx8/ lSl jn ie e� I I / i \ ETIR ON ASPHALT � � o- / I 111I II I r I �� Je ITE ^� m-.c9 t�►I 1 I II�II I I / � Q�� / - ---___----- m_ / I"70.56 �oJ �e P ��� 04S�,Q a ��, �' • tr` a Long 158.00" Wi Creek --------- 863011 GRS ____------- 03 31 I Iel O3011 EXISTING UNDERGROUND 54 SURFACE ELECTRIC UTILITIES LlIN NE UNDERGROUND 35 ry NEE PUBLIC 2GVI.&Y ill i 4s, ' I BELOW GRADE l , o, DUMPSTER 4 35 1 LOCATION 6 Q o> _ 0 1 3011E / I / \ 1 z � r O 5 ► / _ J 1 L) \ ; W 0 o 1 QF- � LU � � I 18xa GB T/P \ 1 Z et ► 1 I 34.0 54, 1 J �/ M � M w Z I w w I I I \ 1 O I I OVERFLOW \ 1 u I I I \ PARKING ' f ` AREA ' t \ I w I \ \ 1 \ \ ' 5011, I i NEW UNDERGROUND PUBLIC, PTER LINE 2 DIA, 54 BELOW GRADE 1 I \ \ \ 24, EXISTING UNDERGROUND \ \ ELECTRIC, 4 UTILITIES LINE ' ► \ \ i PROJECT NO:II \ 0701 NEW /\ \ DRIVEWAY DRAWN BY: �} 1 GRAVEL ; UT I \ SURFACE CHECKED BY: RPZ \ \ \ VALVE DATE: Jan. 11, 2022 SCALE: 1 = 20 -0 i m CURB GUT TO BE CROWNED TO U1 I� PREVENT STORM WATER RUN-0FF SHEET TITLE: FROM LEAVING SITE 1 PUBLIC, WATER SITE ►z ` \ G G 5T S ASPHALT PAVING SURFACE FROM MAIN IN ROAD UTILITIES LI1 I \ 8 7 1 TOWN ROAD TO 10 FT BEYOND now , \ , FROM DRAINAGE BASIN INLET, I lW \ - 161.✓3 \ 4 ; SPECIFICATIONS TO MEET TOWN PLAN Z \ \ N S6 O3 30 yj 3� g2 33 3 ; HIGHWAY STANDARDS 30 1 GRADE AS REQUIRED TO PREVENT 1 SHEET NO.: STORMWATER RUN OFF FROM ,Nj SPILLING ONTO TOWN ROAD i ' � 24 1 I PLAN UILDIING PERMIT' SEA" SCALE: 1"'=2011-0" DATE: JAN UARY 11 , 2022 - I I I GENERAL STORMWATER POLLUTION PREVENTION NOTES 5 PERMANENT STORM WATER RUNOFF CONTROL MEASURE - I I SITE DESCRIPTION&GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE vities ll consist of: I I I Development1.Insta I tion of I tempoorary lerosion control measures(silt fence barriers),see detail 3 I I 55 54 5 5 - EX 15T1 NG 2.Clearing of trees and brush in areas shown on Site Plan I � \ _ - _ - N 3.Installation of the driveway stabilized construction entrance,see detail 2 O _ - - _ - - / 1 LA NN TO 4.Excavation for a new building foundation(+/-3 ft below finished grade) ERMANENT STORM WATER ► - REMAIN 5.Construction of a new foundation - - IMITS OF CLEARING AND RUNOFF CON 6.Construction from the new building structure P �I 7.Site grading from the public road to the area around the proposed building ND DISTURBANCE LL TYPICAL SEE 8.Construction of underground electric and utility lines from the utility � I 9 y ' pole at the road to the new building _ MPORARY EROSION CONTROL MEASURES DETAIL 1 / 9.Construction of a new underground water line from the public water main under the road to the new building PROPOSED SILT FENCE DURING 10.Installation of the septic system CONSTRUCTION FpR�''I 90 / � 1 11.Installation of on site drainage structures(permanent storm water runoff control measures),see detail 1-SP2 \ NOTE• I 12.Installation of underground piping from gutters and downspouts to the drainage structures 13.Filling and grading of soil above drainage structures r I _ 5EE 5HEET/#3 1=OR ~ 1 14.Construction of new terraces 1 15.Construction of new driveway and parking areas including grading and driveway surfacing OVERALL 51 TE PLAN 1 16.Installation of new landscaping plants,lawns Y O 5y TE #1 17.Removal of the temporary erosion control measures n/ -- i I \ 1 \ \ -_ _ ....-="-. --�'�• � "-'�I J I SITE DATA 5E TI G SYSTEM O Site Area: 25.1943 ac. Total Area within clearing limits:56,148 sq.ft. I I \ �Y�1ST I Nl7 TEST HOLE I hole Soil Classification:See test h I �/\ Receiving Waters:Peconic Ba V I I O 31 j' s `G ELEY 37.0 I g Y I 1 \ L Contractor:N/A �• .srv,. r... I \ ,. i /1�M1�1 `' "" ' ' 1"P ' LP\, J I POLLUTION CONTROL MEASURES 1 Y',, . ,, I A J3x8/ ��� �� I In accordance with the provisions of the Town of Southold,chapter 236,storm water management.and erosion and sediment .� 1 I \ \ 8x�/ --' 1 control measures including,but not limited to,the following shall be employed during construction: ` I I \ \ .;?:::,,,,,,'. FUTURE /�Q`\ I A.Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall ADDITION r ST' t I remain undisturbed. I , I B.Clearing and Grading shall be\ g scheduled so as to minimize the extent of exposed r n I 9a areas and the length of time that areas are ` \ / 9 1 _ , O , I 56 \ exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC.Graded --�� GT an stripped d st ed ar eas eas shall be ke pt t stabilized DW throw h Ih t e use of tem r PPo a seeding as required./ pSeed mixt r I 9mixtures shall i P be O Itemporary 9 I i / accordance with the soil conversation service recommendations. a C.Bare soils shall be seeded within 14 1 t days of exposure,unless construction will begin within 21 days as sections are A 1 \ � 't �•� � 9 Y J ________ /� completed, an area is suspended,the area shall be seeded immediately. c d,or if construciton on 06 "'':+':;'''."; .' :. A I a.Seed preparation-scarf soil if compacted,remove debris and i :�'"• RK1NG.A �� .- I P p tyobst ales such as roots and stumps. W r ",: , `,' b.Soil Amendments M TER .•::'. , '....:. PERMANENT STORM WA '� ' ` ' ' ' N� .`•i ts) ENTRY I E 1.Lime to h 60 1- ASURE -:RUNOFF CONTROL ME �- t,. L I ,.J 2.Fertilize - I Fert e with 66 00 Ibs of 5 10-1 r a e t per acre 14 I.t,. bs/1 DW 00 s ft.I q I - ( q• SEE NE D LL AL I c.Seed Mixtures I I - I- 1 Sx - I DETA L ., DW w:" 1.Temporary >,�, Ls:< / P rY(Y I A � O I ,.cam. 'i•'•.''� - I - �� a.R e r ass annual r pe rennial)ere nial 301bs.per r r' ace 0.7 Ibs r.. e 1 000 I s ft.I Y9 ( P/ P ( P q'8x4 ) l I - b.Certified"Aro ostook"winter t e cereal e 1001bs er acre 2.5 Ibs per 1 0 00 s ft. use winter e if see in rye d in P'Vs I q' ) ry 9 i F� r fY -'��;.`_'� October/November. Z I - I I 2.Pe rmanent mavenseedlings t -S i ee Landscaping plans- as I 9P , D.The length and steepness I I n ss of cleared slopes shall i be minimized o r d t educe runoff velocities.Run 1ff sh II_ 90 a be dive Pdiverted from I _ P O r - Y a cleared slopes.- o es J I P I S , I x1 I I E.Sediment shall tr apped ed on o e site and not permitted e m tted to enter e adjacent properties o ert es or public roads r r c oa o drainage P e systems. Q P P J- P P P 9 Y J I - I i O Lll Sed men I - t barriers shall a be installed alongth e e limits f disturbance o stu bance prior h or to the start f n rt o construction and shall be maintained to ned until u tl a i P Iconstruction 0 i s coin complete, P7 T F.A stabilized construction I c on sha I be maintained ma to ned toprevent soil n\ and loose debris from in r o be tacked onto local 0 oca road s.The lL I OAD G I 9 i I IN construction entrance shall J ce s a be maintained until the site i r to s permanently stabilized.y�� TE: st ed.An sediment rack o °Nd t tracked onto public \ ub c roads to be O I C+r`� P Y Y P / AREA I removed or cleaned ea ed on a daily basis.I I a .a: � Y b s. .i# s' �+xl �� - - G.All runoff shall I < ' '`` < ' • approvals.Drain Inlets Installed on site shall< >• .• a be �•,; ;,;.;.: s a be retained on site in accordance with local regulations and appro age I \ \ ',h'•'` �r / protected from dim I 111 ir: r , •..: \ � p sediment buildup through the use of appropriate inlet protection. L O I •o a I ': :.:':;•�'^;:<''�•... H.Appropriate mean h II Is s a be used o ntr I r'- t control dust during + T 6 9 L. - . ,.. . ......::.... ... .. .......':..-. ,.. , :>:"." ., ...:. :::..:..,,.,-" ;.::. ,:.:'.:•:,:r. ..,.:.... •.,.... .'':.;=' i�'� /"- I. Following permanent stabilization,I / , , ,,; ,• ,, , „ :. .. . ,,. ... ,,,_ .,, ,,.,, ,. ., ,...,.,,.,.: ..,.,..; ,. � 1 �Ti�fGy,�.ya.•.. 1 g p t stab ization,paved area shall be cleaned of soil and debris and drainage systems shall be le c aned and flushed as necessary. I ry. I i ° y:�;,,r;; .ti r;;-;:,;,�<;••: J. maintenance of erosion control measures.Inspections I .k ':fi:E c fit•:�^:.'.�.:"i.��•:: The contractor is responsible for inspection and proper I T - must b performed every even calendar and immediately after nods of rainfall greater than one half inch Maintenance ❑❑ EX 15 1 e e med ery s days ely a r periods II ING I ; . . . ..,,,,. ,;•: _ ,, ::.,, ,;_ .: , .-..„"- ; � / �- �- ."n�:�?:;;^:^:"�:;,.,,-;,„ measures are to include,but are not limited to,cleaning of recharge basins,sediment traps and d wells,cleaning and repair of -. . /� 'A' P rY 9 P �` :.::: :"-.-; •'.;::. +:; ;' - . / „� /DW Ll't!'`IN TO O sediment barriers,repair of berms and runoff diverters,and cleaningand repair of inlet protection devices. I EXIS A A K.During th r 1 e cont actor will coin with a141 a4 r elationconcerning oc e s the disposal f soli o d waste n 8 8� 8XS/ PY 9 P and debris and I / x E EG L I -MAI N toxic and hazardous waste as well r I as sanitary sewer and septic stem regulations.Temporary f 1 / encin shall a be erected rY p Y 9 9 ct as �;` _" •` ' '• "' '`" " ` � .'' �: <'`'''=`' ' •'-�./' \ TRAM ' shown on Site Plan along with the placement of dum sters to control the buildupof debris The contractor shall periodically c!ean up any debris accumulated along the temporary fence and empty the dumpsters regularly. I / I /r The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to I�� 1-1O,�V the Engineer/Architect for revision of the SWPPP where appropriate. ,00 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE O�r yq Z' Construction materials shall include concrete wood forms,building lumber and associated metal attachments,precast concrete 1w1 m 34 / ��/v / 3 / septic/drainage structures,prefabricated building components(windows,doors,cabinets,flooring materials,finished roofing and m / r 3O" 1'j �� siding materials,lighting fixtures,plumbing fixtures),gypsum wall board,batt and rigid insulation,piping for plumbing,outdoor I I I N 86 03 54 56 IMITS OF GLEARIN6 AND paving materials. z I r Waste rnaterials shall include demolition materials from the existing building structure,unused building materials and products, 5Y5TEM #2 9 LAND DISTURBANCE trash from construction workers meals and drinks.Project site shall have a dumpster that all waste Imarerials will be temporarily ' to 55 RMANENT STORM WATER RUNOFF stored and dumpster shall be emptied weekly by a private carting company. WA5TE WATER 51'5TEM n I . s a6 %A 30 / I \ CTYPONTROCAL LEE NEW DRYWELL Y ' L I CD MPORARY EROSION CONTROL MEASURES ,J L R E D I PROPOSED SILT FENCE DURING >- r P L Ill 0 CONSTRUCTION SEE DETAIL 5 TOP OF EXISTING 6RADE; Q co 00 = Lu I I GB T/l= \ '� CAST IRON FRAME AND COVER A. SCALE: 1 20�-0v1 TO &RAVE (A'S REQUIRED) J U I I I TRAFFIC, SLAB (SEE w IAMPORAIRY E eION CONTROL ME SURE I \ ' ,� � PLANS FOR LOCATIONS) I .OP05ED 51LTF`ENGE DURING t 50' MIN GOMMERGIAL I )NSTRUGTION SEE DETAIL 5 " \ 30' MIN REID)=NTIAL • STABILIZED CONSTRUCTION ENTRANCE NOTES: EXISTING °F'S./ " I ' ' EXISTING - I I \ I r GROUND PAVEMENT J 1. Stone size -use 2 inch stone, or reclaimed or recycled 0 2 ® ® ® ® ® ® ® ® ® 48" DIA concrete equivalent. 4 DRAINAGE 3' MIN B 23 ® ® ® ® ® ® BASIN 2. Length - not less than 50 feet(except on a single residence lot where 30 = _ _ 4 z ® ® ® ® ® ® ® ® ® O I \ 1 foot minimum length would apply). I��I gym)I I I m�T Q > ® ® ® ® ® ® ® ® \ LIMITS OF` GL ARIN& A FILTER MOUNTABLE BERM BACKFILL I ' 1 3. Thickness -not less than six(6) inches. 2" STONE OR CLOTH (OPTIONAL) ® ® ® ® ® ® ® ® ® MATERIAL TO \ LAND DI5 WRB�NGE PROFILE ® ® ® ® ® ® ® ® ® BE GLEAN SAND 1 RECYCLED CONCRETE N 4. Width -twelve (12)foot minimum, but not less than the full width at points 4 ® ® ® ® ® ® ® ® ® AND &RAVEL where ingress or egress occurs.Twenty-four(24)foot if single entrance to - - ' z_ I \ � site. :t ' 50' MIN 00MMERGIAL GROUND WAITER 1 I \ r 30' MIN REIDENTIAL - - - - - - - - - I / 5. Geotextile-will be placed over the entire area prior to placing of stone. PROJECT NO: E:X 1ST I NG\ 0701 I NEW ': t I /AWN TO I \ DRIVEWAY '' 6. Surface water-all surface water flowing or diverted toward construction �} MIN entrances shall be piped beneath the entrance. if piping is impractical, a PERMANENT STORM WATER DRAWN BY: UT 1 mountable berm with 5:1 slopes will be permitted. RUNOFF CONTROL MEASURE I \ NO�' / i CHECKED BY: I I- STM DRAINAGE MIN 7. Maintenance-the entrance shall be maintained in a condition which will G TYPICAL I \ \ # prevent tracking or flowing of sediment onto public rights-of-way, all 5HEET ' r0140S�a DATE: I FOR I t sediment spilled, dropped,washed or tracked onto public rights-of-way Jan. 11, 2022 I \ PERMANENT STORM WATER 5 ' must be removed immediately. RUNOiFF GON L MEASURE = EXISTING .Y . ;. ;,:� y SCALE: 4 UTfLITI O WIRE FENCE W/ _ RYWE T�4 ,..: . !L 1" - 20'-0" NEW ID LL TYPICAL SEE r 8. When washing is required, it shall be done on an area stabilized with 6R0\ g q UND I I \ FL/�N m :,...,...•.. . • FILTER CLOTH DETAIL I \ ; _ stone and which drains into an approved sediment trapping device. ;" `,• :,:�. z I \ SHEET TITLE: I \ t • � 9. Periodic inspection and needed maintenance shall be provided after each t() m rain. „ X SURFACE SITE m I 1 12 MIN. OR MATCH w FILTER CLOTH MIN. DRAINAGE SWPPP \ 1 ' ADJACENT ROAD WIDTH o 6" BELOW 6RAVE •FLOW PLAN PLAN z 161•55 2 STABILIZED CONSTRUCTION ENTRANCE ' 3O W 54 t ~54 86 03 31 52 'i NO SCALE STABILIZED CONSTRUCTIO , 10, MIN. TEMPORARY STORM WATER ENTRANCE SEE DETAIL 2 SHEET NO.: RUNOFF CONTROL MEASURE EROSION & SEDIMENT CONTROL DETAILS BUILDIN SET DATE: JAN UARY 11 , 2022 LOCATION MAP TRAFFIC BEARING LOCKING CAST IRON PRAMS AND COVER TO OFAVE FINISHED GRADE TRAFFIC BEARINS TOP SLAB e'THK _ ZONING e77 w„ o v M"IK 4'DIA ® m ' „ u� PIPE PITCHED ® ® ® \ \ / m , ITE MIN I/8"n' ® ® PROVIDE PROVIDE a ® ® BEA IR TRAFFIC, BEARING '4rU h - � Long ® °® , FINI SLABS 8" THK CAST IRON GONERS SLABS 8" THK CAST IRON GONERS GGEORGES 5 �9 , , hS ELIZABETH G. S. N Creek a S , H - - ZON NG J�. 3 \3$ �48 �D ll� 365 2°t cc R r tL INLET tu `. •: - .; INLET .: - .; - A ry//� ry 31 iL ` F ry - - � _ - _ °" OUTLET � '�3�\� 0- TO DRAINAGE CALCULATIONS: AND GRAVEL use2400 ►nee►rtam FLOW = iee aDIA, nTr m PLOW �� 3$„ ' vs•,rr LINE _ �nree� iu��cr,ca, LINE PM rrre� Z i V a 48 6g ROOF AREA OF NEW WINERY toeePricTwc IK&IN o Cn DRY WELL AREA X RAINFALL X RUNOFF FACTOR -� -� KXTHERINE =o a (DW) "A" 6,966 SF. X (2/12 FT.) X 1.0 = 1,115 CU. FT. MONOLITHIC SHANNON U 2 0 ZONING USE: 3 8' DIAMETER x 8' HIGH POOLS AC (3) 8' 4 VDIAMETER' STORM DRAIN RING = 10113.4 CU. FT. O 4' HIGH POOLS O milt ABOVE ' (4) 8' X 4' STORM DRAIN RING = 675.6 CU. FT. SOUNDVIEW AVE LLC 1,689 CU. FT. PROVIDED REQUIRED GLEANS ANMATERIAL �&RAVEL N MIX PENETRATION TAB '- " '- " 1,689 CU. FT. > 1,115 CU. FT. OP sAND AND GRAVEL PARKING AREAS Z TYPICAL LEACHING POOL DETAIL SEPTIC TANK - 2000 GALLON GREASE TRAP ANJN & DRY WELL AREA X RAINFALL X RUNOFF FACTOR Q N.T.S. N.T.S. AINTON lU (DW) B 10,532 SF. X (2/12 FT.) X 10.9 = 1,517 CU. FT. N.T.S. SEPTIC SYSTEM SEPTIC SYSTEM SEPTIC SYSTEM TURCIC = USE: (3) 8 DIAMETER x 12' HIGH POOIL 08 (3) 8' X 12' STORM DRAIN RING = 1,520 CU. FT. W /-- PROVIDED REQUIRED (n TRAFFIC BEARING LOCKING CAST IKON 1,520 CU. FT. > 1,517 CU. FT. FRAME AND COVER TO eR,e,DE PINISFED6R FRANK AflE SANITARY CALCULATIONS z 5 88 26' 50" E 175.Oo' DRY)CELL AREA X SF. X RAINFALL FT ) X RUINOFF FACFTOR O. P O T�I� I I. ALLOWABLE DENSITY TOPsLAs�.THK , z DENICO USE: (2) 8' DIAMETER x 9' HIGH POOL, .; TOTAL ACERAGE: 3.7431 AC -- (DEVELOPMENT RIGHTS INTACT- NON PLANTED VINEYARD) (2) 8 X 9 STORM DRAIN RING = 760 CU. FT. FRANCO PURITA PROVIDED REQUIRED HYDROGEOLOGICAL ZONE: ZONE IV 760 CU. FT. > 492 CU. FT.. M"a'DIA ® WATER SUPPLY: PUBLIC WATER Q PICPLEPITC+M S ® O ® ALLOWABLE DENSITY: 3.7431 Acres x 600 GPD. = 2,245.8 GPD. CH�ARDONNAY WOODS SITE PLAN APPROVAL NONE ...I MIN.VOW ® ® PROVIDE II. SANITARY DENSITY CALCULATION HOME ASSOC S (OPEN SPACE) General conditions as per SITE PLAN APPROVAIL determination W O ® ® BEA IRNI6 NEW WINERY (SYSTEM #1): dated March 11, 2008 _ ® ® SLABS 8" THK CAST IRON COVERS 1. TASTING ROOM (5 GPD /Occupant) 5 GPD X 84 Occupants = 420 GPD y�l R z 2. OFFICE SPACE (0.06 GPD/SF) GH�ARDONNAY M u� LA�> RY a)All outdoor lighting shall comply with the Town Code and be O v - _ 0.06 GPD X 267 SF = 16.0 GPD r I shielded so that the light source is not visible from adjacent (n R w - ,; _ 3. WINE PRODUCTION (0.04 GPD/SF) in INLET = 0.04 GPD X 1,770 SF = 70.8 GPD `tl I properties and roadways. Lighting fixtures shall ifocus and direct the = light in such a manner as to contain the lig ht andl glare within BAGGFILLMATa2IAL 4. RETAIL 0.03 GPD/SF g g _ - OUTLET ( ) I I TANro VM SAND, CLAMS2 • 0.03 GPD X 347 SF = 10.4 GPD I property boundaries, and be "dark-sky friendly." F"ImTaw FLOW = - µme' CHIARDONNAY WOODS LINE „Rr„ 5. STORAGE (0.04 GPD/SF)Ow HOME ASSOC 1° mr 0.04 GPD X 671 SF = 26.8 GPD (OPEN SPACE FRANCO PURITA I __ __ ) I b) All signs shall comply with the Town Code, and must be issued a TOTAL SITE DENSITY FLOW = 544 GPD w ( permit from the Southold Town Building Inspector prior to posting. PROJECT NOT OVER DENSITY O I MIN.ABOVE &ROWDWATER ; m i c) As per the landscape survivability guarantee, the applicant agrees III. SANITARY DESIGN to replace any of the landscaping which is diseased or dead within SEWAGE DESIGN FLOW: z _ three 3 ears of receiving final site a BACKFILL MATERIAIL TO BE b•MIN.PENETRATION 1. TASTING ROOM (5 GPD + 2.5 GPD/Occupant) -Z 5 88 26' 50" E 175.0 ' I ( ) Y g approval after site work is ` `"BAND'AND S" OF 8 IN�oa, AND C&A completed. VEL �- �� 7.5 GPD X 84 Occupants = 630 GPD � I I 2. OFFICE SPACE (0.06 GPD/SF) TYPICAL LEACHING POOL DETAIL SETTLE ENT TANK - 1200 GALLON 0.06 GPD X 267 SF = 16.0 GPD I I d) The site plan approval requires that all work proposed on the site � F- N.T.s. N.T.S. 3. WINE PRODUCTION 0.04 GPD/SF I I plan shall be completed within three 3 (,� Y WASTE WATER SYSTEMWASTE WATER SYSTEM ( ) p ( ) years from the date of the 0.04 GPD X 1,770 SF = 70.8 GPD I I final stamp of approval on the site plan. ...I W L O 4. RETAIL (0.03 GPD/SF) I I Q E- co BUILDING WALL 0.03 GPD X 347 SF = 10.4 GPD e) Prior to issuance of the Certificate of Occupanlcy, the owner or = ti z FF EL 37.0 5. STORAGE (0.04 GPD/SF) I I authorized agent must request in writing an on-site inspection by V , II' GRADE 37.0 FT. 0.04 GPD X 671 SF = 26.8 GPD I I M Vr o IE. +35.06 IE. +34.54 I' MIN. 2' MAX. TOTAL SITE SEWAGE FLOW = 754 GPD 1 I>�I the Building Inspector and the Planning Board. a- II W 1/4"/FT. MIN III. SANITARY SYSTEM REQUIREMENTS \1 I I f) Prior to the request for an on-site inspection, the W 1/8"/FT. TOP OF POOL SEPTIC SYSTEM - 754 GPD I I TRIBERRY nELDS LLC applicanVagent/owner must submit a copy of all rrequired approvals 0 GRADE 37.75 51=PTIG LE�4GHING 34'sa FT'T. 1.SEPTIC TANK (ST): 754 GPD x 2 DAY FLOW = 1,508 GAL `\ I I I (AGRICULTURAL RESERVE) from any necessary agencies to the Southold Town Planning ,, TANK . + BOT OF POOL POOL USE MINIMUM: 2,000 GAL SEPTIC TANK (10 FT DIA x 4 FT LD) \ l Department. E34.34 2.GREASE TRAP GT \ 1/4"/FT. IS, I' MIN. IE. +34.26 22.5q FT. USE MINIMUM: (8 FT DIA x 5 FT LD) K \ \\ \ g) If the as-built site improvements vary from the approved site I 2' MAX. 8 ft. MIN. 3.LEACHING POOLS ( LP ): 754/ 1.5 S.F./GPD = 502.6 S.F. I \ \ \ p rY certified pan, TRAP ZONING \ \ \ the Planning Board reserves the right to request a certified as-built IE. +35.55 E. +34.g5 USE MINIMUM ( 2 - 8 FT. DIA. X 12 FT. HT.) AC ` \ \ site plan detailing each deviation. LIE, +55.45 EFFECTIVE DEPTH ( 2 - 8 FT. DIA. X 11.67 FT. HT.) = 583.5 S.F. \ 5' II' IPLUS 50% EXPANSION (EXP): 1 - 8 FT DIA x 12 FT HT \\ \ hAn from the ZONING ) y changes 9 approved site plan shall require Planning SEPTIC PROFILE FOR WINERY WASTE WATER PROCESSING \ \ \\ �� Board approval, and any such changes without Planning Board SYSTEM #1, NO) SCALE NEW PRODUCTION AREA approval will be referred to the Town Attorney's Office for possible � I I BUILDING W legal action.ALL GRADE LINE ELEVATION ± 55.5 FT. WASH DOWN OF WINE MAKING EQUIPMENT 200 GPD I I I TOTAL WASTE WATER PROCESSING 200 GPD FF EL 36.3 I' MIN. 2' MAX. i Prior to the issuance of a Certificate of Occupancy, the Planning WASTE WATER PROCESSING REQUIREMENTS: ) CH�4RDONNAY WOODS c� Board will issue a final site approval in writing fo[lowin a site PROJECT NO: WASTE WATER SYSTEM - 200 GPD I � Pp g g 0701 1/4"/FT. HOME ASSOC pp _I I LEACHING TOP OF POOL 1.SETTLEMENT TANK: 200 GPD x 2 DAYS FLOW= 400 GAL (OPEN SPACE) W ICI s 8 _ _ - inspection, wherein it is determined that the construction complies DRAWN BY: - SETTLE 33.oa FT. MENT (1) 1,200 GAL SETTLEMENT TANK (STL) (8 FT DIA x 4 FT LD) I ICI Sg A�d � with the approved site plan. UT LIE. +55.54 TANK IE. +52.54 POOL BOT OF POOL 2.LEACHING POOLS 200 GPD / 1.5 SF / GPD = 133 SF wl�l EXISTING IE. +35.54 IE. +32.76 21.Oq FT. USE 8 FT DIA x 12 FT HT POOL (LP) m01 I IRRIGATIO SYSTEM #1 _ y �� N CHECKED BY: 111 WELL SEPTIC 10, 8 ft. MIN. EFFECTIVE DEPTH (8 FT. DIA. X 11.67 FT. HT.) = 291.7 S.F. - / I I ZONING ® I� F�-�`9\v EXISTING PLUS 50% EXPANSION (EXP): 8 FT DIA x 12 FT HT / m I I ®® I° OFFSITE FIRE DATE: Jan. 11, 2022 WASTE WATER PROFILE FOR WINERY m �� zl I AC 0N� SCALE: , � �� HYDRANT SYSTEM #2 NO SCALE - I I SYSTEM #® , \' �_� I 1" = 100'-0" z N 86 03, SO" W Ig2.OQ' I I WATER 5 1 In �� SHEET TITLE: ry N ' in OVERALL p 30Il N N I Q BUILDING 603 30" W 170s6, SITE PLAN ZONING ENVELOPE ALBINA °C w RIGHTS INT ) WALTER SAWICKI NR AC DETAILS O OSAWICKI WALTER WALTER M SAWICKI SAWICKI M Ell Z NING 'R CALCULATIONS M M C z 8 03' 3o W 16 nY� ENTRY OLD NORTH NO.:NORTH ROAD Qr ZONING ZONING IN R-80 L 18%IN AC SCALE: 1" = 100'-0" BUILDING PERMIT SET DATE: JANUARY 11, 2022 I y i � • I I - I I - I I I I I I I i Y I I SHRUBS: HYDRANGAS, 5 GAL, I O I I AZALEAS, 3 GAL, HOLLIES, 36 I HT, GROUNDGOVER5: VINGA d I I� I PERRENIALSr-YiALL MOUyTM t ♦^ II I ORNAMENTAL LIGHTS, I V 60K BE6A 6550 I Z W ON AS REQUIRED I Z POLE LIGHTS 'IO }^I, O I BEGA 0141 MH 4 1308HR t I I DUSK TILL 10 PM, TYPICAL ,�y,,:�:��•• TRH I I oSI N j,: I SHRUBS: HOLLIES, 56" HT I I Ai:- I � I I NE rREE L OVA ( � I I I 3" CAL — / --------, I 08 / I II I I It I I EXISTING SPRUCE TREES TO HR I W POLE LIGHTS, ►OW EVERGREEN SCREEN DUSK TILL BE TRANSPLANTED IN BE&A 6141MH i 130 EX 10 8 TYPICAL OO I SHRUBS: HYDRANGAS, S GAL, I I HT, GROUNDGOVER5: VIE HALL -L I I N TREE EX PERRENIALs LI 60W,BEDS' 6330 I I Z3 KOVA GAL EVERGREEN HEDG ON AS I ERED > 0 I I TAXUS MEDIA HIGK511, 30 i I J I HT, ® 30" OG, HICKS �W -WALl ��� I I Uj SHRUBS: HYDRANGAS, 5 G 60C�� 6 � I I GAL, HOLLIES, 3 ON AS REQUIRED I D I i HT, GROUNDGOVEPERRENIALS EXI5TIN O I I TREE I I LLARD LIGHTS, -►OW, NEW TREE NE E I I A 853'I MH ZELKOVA Y INO ;.• ❑0� I I N AS REQUIRED 3° G RY I I I 3 AL NEW E j I TREE j EXI TING I ZELKO A ZELK A T;E I511 516 G I II EXISTINGTREE I =Vi TREE I I I ZELKOVA I I 3" GAL I EVERGREEN HEDGE AND DUMPSTER LOCATION W/ EVERGREEN 50REEN PLANTING5 — I NEW TREE FLOWERING SHRUB PLANTINGS &FT HIGH CHAIN LINK EASTERN RED CEDAR 6-8', ZELKOVA Shrubs: H dran as, 5 al, FENCE W/ PRIVACY COLORADO BLUE SPRUCE 6-8-, y g ,g SCREEN AND EVERGREENd BLUE ATLAS CEDAR 8-10, rn Azaleas, 3 gal, Hollles, 30 ht, SCREEN PLANTINGS: LEYLAND GYPRU5 6-8', I Landscape Roses, 3 gal Japanese Holly, 56" ht, ® CRYPTOMERIA 6-8' Y Evergreen hedge: 36" or-, ALL PLANTED AT T OG IN �, Japanese Holly, 36 ht, ® 36 or., d O m BETWEEN EXISTING ARBORVITAE Q W L �, in r °° N _ � Z � NEW TREE I NEW TREE ZELKOVA I ZELKOVA 3" GAL 3 GAL �.1 �/ �t O Q a I Z W I W I = � I I t I I NEW TREE I I NEW TREE ZELKOVA ZELKOVA 3" GAL I 8" GAL I I I i I PARKING AREA POLE DRI VEWA`I' BOLLARD LL MOUNTED WALL MOUNTED CEILING MOUNTED 51 GN DOWN LIGHTS, LIGHTS, LIGHTS, RNAMENTAL L 1 GHT5, FLOODLIGHTS, DOWN L 16HTS, 2-rW TWIN, BE&A 22asP, I 6 W, MCA 6550 "IOW, BE&A -14'75, 50W, BE&A 1224/560, 1600 LUMENS NEW TREE '?OW, BE&A 8141 MH,� 1308HR '10W, BE6A 8524 MH, 6,60o LUMENS PROJECT NO: NEW TREE ZELKOVA 6,600 � 1,700 LUMENS 8 LUMENS 950 LUMENS I ZELKOVA 3" CAL 0701 r I 3" GAL PROVIDE 12" VIA, 56" PROVIDE 12" VIA, 56" DRAWN BY: • BELOW 6RADE, CONCRETE BELOW GRADE, CONCCRM UT PIER WITH ANCHOR BOLTS PIER WITH ANCHOR BOLTS CHECKED BY: " I FOR LIGHT FIXTURE BASE FOR LIGHT FIXTURE; BASE I I DATE: I Jan. 11, 2022 SCALE: I 1 of = 20'-0" SHEET TITLE: 516N DOWN LIGHTS, NEW TREE �1,,, -�� ZELKOVA 2'7W TWIN, BE&A 22g5P, 3" GAL 2 PER SIGN DUSK TILL ZELKOVA I 10 PM, TYPICAL 3" GAL SITE i LANDSCAPE & LIGHTING I PLAN SHEET NO.: CA wtmsk LAND ... PE�= L1w0a"` Hm"1m1N %0m0" PLAKIM' UIL"U" I G PERMIT SET " DATE: JAN VARY 11 2022 SCALE: 1 "=20'-0" 1 REVISIONS: ADDITION TO EXISTING D 3 / 23 / 2022 EXISTING STRUCTURE STRUCTURE 14'-4" 29'-5" 20'-5" loll 1 GRADE BEAM 1 SEE DETAIL 1 i 13 13 - - - - - - - - - - - - - - - - - - -- - - -- -- - - -- -- - - - - - -- - - - - - - - i -- - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - -- - - - - - - � Y -- - - - - - - - - - - 7 - I :.•. I I •'• I � � I ', I I I .•.: � � II � I 1 I .• I I r. I I I EXISTING II 0 ' I FOUNDATION GRADE BEAM I '�' I 12" DIA. SONOTUBE FILLED w/ SEE DETAIL 1 GONG. TO A DEPTH 56" BELOW 13 I I GRADE. FOOTING, TO BEAR ON II LJ.I UNDISTURBED SOIL. PROVIDE 5/6" VIA. ANCHOR BOLT AND i I I I II Z ••; LAMPS TYPMETAL HOLD DOW C I I ••. I II � EXISTING CONCRETE BUTTRESSES TO BE REMOVED TYPICAL ' I I CONTROL JOINTS W i I IN SLAB I I .:' I I I •. I I �'.• I I 4, II FOUNDATION L _ - - - - - -- - - - - - - - - - - -- - � r - - - - - - -- --- - - - - - --- - - - - - - - -- - - - - -I I I I ElII � II COMPAC, D FILL NEW CONOR4TE SLAB ON a I `l II GRADE I ABOVE 10" G FDN�� I - EX 157. 5 AR I O LEXIT. WA I r lII fJ - FOUNDATION I I ,U I L.�O Y II Z LIB O ,�� l� =n --- .— :._. ' '_' —•, —.- ;, ,— •.I� I - II _ wit I 't••,1 f• . •t I�• 4 » yy�•• •:�( :..•!•' •i ••••. 1•'''.r " i•• ,i: .•,' 4f-' 0 m U) I I GONGRETE THI I II I GON'1TRO!.,JOINTS SLAB - -I---- _ �_ _ _ II SM WILDING, I IN S1LA5 - I I EXISTING 5- a I nLVL 5- n IIII FOUNDATION L II I I I I ®r--.-J= - - - - - - - - - - - EX15TINCC7 I iCONCRETE 5LA5 I I i1- I I I I • • I I- I uj ti % o � NEW 10° ' I .• I in I I ~ � FOUNDATION I I •: I I® _ z �-(- L 12" LYL I- - - - - - - - - - - - ' - - - - - -- - - - - - -� I (� ' I + oM - - - - - -•- - - - - � - -•- j Q •�' w w A ADDITION T G EXISTIN o EXISTIN& STRUCTURE Q z I USE 100 PSF L.L. - I I - - - - STRUGTU 3 15 PSF D.L. L— - - NEW 12" CONCRETE PIER O 24 50 x 12 DEEP G _ _ 71 5- a I/ " LVL _ _ 5- a I/2" LVL -� - �' I I iv r_ PROJECT NO: 0701 - I I ' DRAWN BY: UT _ CHECKED BY: etSTIN6` COW lITTRESSES TO BE REMOVED TYPICAL I - DATE: Jan. 11, 2022 I I SCALE: 1/4" = 1'-0" SHEET TITLE: - - - - - - - - - - - -- - _ _ _ _ -- FOUNDATION PLAN EASTIN6 e ADDITION TO STRLGTLM FASTING 57111W'IUPW D 12 20'-511 Ir SHEET N O: %J u Im A I 10 N L A BUILDNINIG SET SCALE: 1/4" = V-0" DATE . JANUARY 11 , 2022 REVISIONS: 441_211 20'-4" ELECTRICAL LEGEND 1D 3 / 23 / 2022 1"iE EMERGENCY L 16HT1 N6 D 5 / 25 / 2022 EXIT EXIT SIGN W/ EMERGENCY LIGHTING D 6 / 2 / 2022 j O\/ERHEAD HIGH HAT 50" 50 PIIERS 3 ADDITION TO EXI5TIN6 B4"s x2" THIG STONE COPING ON GONG EXISTING STRUCTURE EXTERIOR WALL MOUNTED FLOOD LIGH 57PA TURE PRROVIDE s" TW CULTURED 10" SQ CASED STRUCTURE x/F EXHAUST FAN STONE VEENER ON ALL VERTICAL COLUMN W/ IX ' 5 D SMOKE DETECTOR SURFACES ABOVE GRADE, PROVIDE TRIM AND (5) W 2x6 STUD G O CONCRETE FC�JNVATION ON 8" DEEP 1 2X6 POST YV/ F�TPR,OOF WALL W/ R-la CARBON MONOXIDE DETECTOR GONG FOOTIi�I&, 56" BELOW &RAVE POST CLAMPS6 (2)1 2X6 BATT I 14 TOP AND HOSE BIB I POST TYP INSULATION BOTTOM _ I .0 STONE I TW26410 I 26410 TW2t6410 I tr PIER, —— —— — 00 — ——_—— Z>ZIO� `—— — U- — AB77 C FI EXISTING DOORS EXISTING DOORS 2 22xa ' I -- - - - - — — —— — ------ - - -- ----- i ————— —— — — ——— 77 I'-6" I'-611 11 II " 1 I EXTINGUI II II (5)2x6 POST(2) 2X6 COVERED 2) 2x6 POST P05T TYP FHW21611 DOW TO FD N I I I I I FIRE � O r foot 0\ FIRE FHW2161 ENTRY INGul EXTIN&UIE (n 4" 6X6 WM TLYPIGI AAL Iona 3-ox7- I +s-t.o NTRY 3-ox7-o I I+s-r.0 I I I I I z FHW 0611 NEW T LE FLOORING 11 1 I I I I I 1 STONE Y" or foot I Ye" per foot - I WITH PANIC M I ( 1 I 11 I O W i 4 P 1 1 P ` HARD RE I BOTH D S rn LW GGU ANOY: A2 r- Z xL �UU FHW6061 11 X I I �I 1 1 I 1 ' Up I r ® I10 WITH PANT 1 �r EX I ST BARN`� INNNNN STAIRS L J o I L J 1 440 'sq,. ft. net HARDW I I I I I I I ' MENNEN „ " 50 ccupants M BOTH OORS_ I FLUSH-• 7 RISERSi W/ GONG TREADS ON 4 THK 1 �� „ I� _ ( I ( g GONG STPtl1GTURE PROVIDE GONG ON OR I $ No -Ox7-0 ' 2) 2x6 A sembly .4 - 11 I No Sri 1 I I I 1 X I STI 1�16 ALL VERITIGAL R15ERS ABOVE GRADE, I EXISTING 3-ox7-0.. PROVIDE b" WIDE CONCRETE i 1 CONCRETE , o POST uncor�Gentrated ' I 1 1 PHASE I I I 1 STORAGE Q _W FOUNVATI ON ON I6" WIDE 8" DEEP BUTTRESSES (tables I and chairs): I I I I OCCUPANCY: 52 I 1 1 " I TO BE FHw21611 p FHw21611 I I 1 1 1,104 sq. ft. 6RO55 11 1 PHASE I 06 GONG FOG2TIN6, 36 BELOW GRAVE I 15 sf / GGU Ant, net i� I ( REMOVED I � �Ire 1 TYPICAL I L J L JIO Q 1 1 4 Occupants I I I I OCCUPANCY. 52 0 1 w 2x6 STUD ;� i- I 1 I I Low Hazard Storage: I I ' 1 566 sq. ft. GR055 z Q NOTE: STONE i I DHP310410 i i DHP3110410 i I i DHP310i410 WALL W/ R-IQ AUTO TIC SPRINKLER M I S D 1 , BATT SYSTE PROVIDED ip NEW 2x6 STU I 1 300 5f / OGGUpant I 1 I 1 2 OGGUpantS O F. , INSULATION THROU HOUT BUILDING V WALL W/ R-la I I I , Low Hazard Storage: r SHOP RAWINGS AND iv BATT is G ° 500 sf / occu ant I— i I 1 CERTIF CATION TO FOLLOW I INSULATION NOTE: I S D 1 p � 1 L�JSFI E55IB I' I I I AUTOMATIC SPRINKLER STEP - - 2 DRINKING �ji I I I SYSTEM PROVIDED 1 1 I NOTE: 1 Q FOUNTAIN I I I THROUGHOUT BUILDING I I AUTOMATIC SPRINKLER O =� o EXI LS 6 a'-n" I 6° a'-n" I _ I I SHOP DRAWINGS AND I ( ' SYSTEM PROVIDED Z 0 4 - A 2x6 Q 11 THROUGHOUT BUILDING W I 1 5/D STUD WALL I I I CERTIFICATION TO FOLLOW I I I 1 = (2)2xio ' G ° O (2)2xlo 1 1 1 I I I 1 SHOP DRAWINGS AND I I CERTIFICATION TO FOLLOW D :ENE TORA6E OF: ovt oar 4 indoor 1EXISTING ' G O o I I I metal tables, outdoor 4 indoor I I 0 CONCRETE --- 1 S/D ^ ill iE ME X " I I I 2 metal chalro, temporary unused11I BUTTRESSES equipment for wine making, I ST oF: ou door 4 Indoor MW5r-1 r-I ME "' temporary unused kitchen ( I metal tables, outdoor 4 Indoor REMOVED I PH SE I 1 B O I L LJ - I L }� TO I LET I I I equipment, cases of empty wine I I I 2 metal chairs, temporalry unused 4 TYPICAL OCCUPANCY: A2 - - - - - 1 I bottles, outdoor flower pots. 1 I 1 equipment for wine making, `--- 1,045 sq. f t. net 11 R�ONl �- � T�OOFr I I I "NO ALCOHOL STORA&E" I I I I tempora unused kitchen V METAL RAILING " SEE SHEET r SEE SHEET I I I I 1 I equipmenT, cases of empty wine ON BOTH 7O OGUpantS ADDYs PLYWOOD #I6 #16 I 1 1 1 1 1 bottles, outdoor flower pots. 1 - SIDES OF Ass mbl 5HEATHIN6 FULL ,- LQ � ,-, I "NO ALCOHOL STORAeSE" � WITH NIC t' I y HT OF WALL ONE NEW TILE J NEW TILE I HARDWA cv RAMP TO MEET unconG ntrated SIDE OF WALL OORIN I L 1 I I I I I `u BOTH DO IRS ADA AN51 1-1.1 FLOORING - - ----- -- — - - ---- EA — s 4 100 ? (tables a�rid Chairs): -- - -- - - - - -- ---- - V STANDARDS 15 Sf / O upant, net N i n EXISTING DOORS I v �a EXISTING DOORS wo --- X/F 2 r-1 2 = a Q o0 TEST 11�6 ROOM 3INNNNN -6 cv E 1 = =M i P3082 NEW WOOD F OORI NG N �N I'_6 13 3 i m Q m L--- SEE FOUNDATION PLAN FOR (P056 ADDITIONAL IN ORMATION W xrb o a J V � � NOTE: I 3 I 5'ND w Uj ° C 2 - tu 7��71`01VIA17 SRfN} CER 1 14 ,n u- I RE �tRA�J: r"n ___ o 6 SYSTEM P OVIDED 3 0 3 �; 1 NEW TA5TIN6 ROOM: OCCUPANCY: A2, 1,045 sq. ft. net, 70 Occupants = ti Z x THROUG UT BUILDING NEW ENTRY: OCCUPANCY: A2, 440 sq. ft. net, 50 Occupants M o �P6882 m SHOP DR PINGS AND (2i. xa EXI5TIN6 BARN STORAGE: OCCUPANCY: 52, 1,104 s . ft. net 4 Occupants ants ° CO (s)2x6 L -- CERTIFICA ION TO FOLLOW 1 TPROOF EXISTING STORAGE: OCCUPANCY: 52, 566 sq. ft. net, 2 Occupants a w POST 1 3-Ox7-0 IONARY I b� STATIO RY � IN D HOSE BIB � � up - - - 4 12 4 4-o TOTAL OCCUPANTS: 106 Occupants ants 0 AR CONSTRUCTION: p 2 CONCRETE BAR TOP METAL x RA P DOWN PANEL VERTICAL FAG ON 2x4 `� I 1:12 Itch, MEET' • P3082 yooD ,,,,,E STRUCTURAL NOTES. WITH I AN51 AI17.1, DITION TO EXISTIN6 I HA DWA NIC SECTION 405 XISTIN6 STRUCTURE 2 2x8 MIN H D R � WALKWAY i 2 I +37.0 1 BOTH DO R A T NVARZ 5 GTURE ( ) 4" �6 Wes . Yiolso � -Ox - .q 11 + ,4 APB = ANTHONY POWER BEAM 42" H MTL GUARD IL NOTES : 'i FIRE EXTINGUISHERS (FIRE ALARM) WILL BE REMOVE EXIST. 2 DOOR 4 I FI - PROVIDED AND INSTALLED TO CODE ' " � ' TA JT I I� L�1"•�R DOOR 4 1NF1LL iv 10 �1-4 AW FIRE OPENING NEW 4" 'ii'I-NG GONG. N EXTINGUISHER SLAB REIiWIFORGED w/ bxb , Ic�(o ww.M. AUTOMATIC SPRINKLER SYSTEM PROVIDED PROJECT NO: 0701 p i PROI/IDE CONTROL 1 % ; / GUTS AT 20' THROUGHOUT BUILDING SHOP DRAWINGS AND --- �' Q ;/ /� ,F ,� DRAWN BY: ° INTERI/ALS. MYPa UT - - CERTIFICATION TO FOLLOW ABG FIRE-0G/O o = CHECKED BY: EXTINGUISHER ,� 12'-011 I I6'-b" x T.R. 5UFFZ>RT '� DATE: Jan. 11, 2022 r ' J CALCOHOL ONTENT I6 J �J o 1 I I S SGHEDUL. Y�lALLS G ,I L I N6 SCALE: „ MEGGAN I GAL 3-ox7-o 2 oR LESS NEW TASTING ROOM: 5/8�� GYP BD 5/8�� GYP BD 1/4 s/D � our DOOR NEW ENTRY: 5/8 GYP BD 5/8 GYP BD ROOM '' �� / �% FLOOD LI&HTS NEW MENS 4 WOMENS BATHROOMS 5/8 GYP BD 5/8 GYP BD SHEET TITLE: G/o i i / %: NEW TASTING ROOM SUPPORT 5/8" GYP BD 5/511 GYP BD PARTIAL NEW MECHAN I CAL ROOM Wall GYP BD Wall GYP BD L--- - i CXW13 L______� CXW1 (_� L_____-J CXW1 EXISTING BARN STORAGE: EX. WOOD SHEATHING EX. WOOD SHEATHING FIRST EXISTING STORAGE: EX. WOOD SHEATHING EX. WOOD SHEATHING %xISTIN& exlsTlrie� ^nemoty To FLOOR CONCRETE 3Tkumv a ewsTIN6 9T�c UvW TO BE 12 BUTTRESSES D PLAN REMOVED TYPICAL 6" 4'-II" a'-b" Q'-�i" 4'-loll 6" SHEET NO: 10'-2" IO'-2y2" 611 50'-3" 20'-10" FLOOR L BUILD11 Mu vtmmll bit I „ _ , ., DATE. JAN UARY 11 , 2022 SCALE. 1/4 - 1 -0 ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE 1 i 13 ALUM. GUTTER (TYP) R-OV I ia,--," FL�,00 � ITV 0.I cn z _ I W z INN, N, � o ww ui e�20�� 06 _ EXISTING ROOF I (n z0 i 0 �-- I — �. - I z LL F: o o I I I 0 ❑ J z o I W < IV I I o I0. I � I I I I E 11 c - _ T Y W 44 Q L � � � � � - - - - - - - - - — I— _ � Z � v i �„� LLLLLL M doo 000 ALUM. GUTTER (TYP) Q �' z w A w ADDITION TO EXISTING 11 EXISTINGG STRUCTURE 57MOTURE I R--A R 10 k 0 0 F F1 wk L AIM SCALE: 1/4" = 1'-0" PROJECT NO: o 0701 DRAWN BY: UT CHECKED BY: DATE: Jan. 11, 2022 SCALE: 1/4 if = IV . 0" SHEET TITLE: I LLLLLLLj.LLLLLLLj EXI5TIN6 k ADDITION TO OVERALL STRUCTURE EXISTING p 5TRUCTURE ROOF PLAN 12 SHEET NO: I I T S E T DATE: JANUARY 111 2022 I EXI5TIN6 ADDITION TO REVISIONS: 5 TURE E:XI5TIN6 STrRUCTVRE D D 3 / 23 / 2022 12 EXISTING ROOFING SHINSLE5 ~- NEW CUPOLA ON EXISTING DECKING ON EXIST. WOOD 57RUGTURE BELOW. i io A 11 EXISTING FASGI DRIP GAP (TYPLAL SEYY RIDGE VENT (TYP) Fl 5HIN6 C 3 EXISTING SHINGLE 51DIN6 O ANSE IN �Z 0 TO REMAIN - PAINT 00FI >_ @D z O W Z ROOFIN& FELT ALIGN WINDOW HEA175 Ix5 FASCIA MENNEN FRIEZE BD IX CASED BEAM Q aW TW2 410 TW2 410 TW2 410 06 I _ BARN ;cOf IST. DOOR 1 TO REMAIN I 1� c r D P310 10 DH D P310 10p= O cr-E DETAIL 1, SHEET #15 FOR O F- ri STUCCO FINISH Ia EXISTING I DITI{-M TO I I I I I GONGR,ETE FOUNDATION I > v STRUCTURE EXISTING STRUGTURRI= - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - W - NORTH ELEaVAINOINO 10 12 DIA. SONOTUBE FILLED w/ SCALE: 1/4" = V-0" GONG. TO A DEPTH 45" BELOW O GRADE. FOOTING TO BEAR ON (n UNDISTURBED SOIL. PROVIDE 5/5" VIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS TYP ADDITION TO EXISTING EX15TI G STRLcOTUREX STRUCTURE D 12 a �rn NEW CUPOLA V Lu z o g ASPHALT ROOFING SHINGLES co , REMOVE EXISTING SIi71N6 PROVIDE ON 5/4" PLYWOOD DECKING EXISTING ROOFING SHINGLES ON EXIST. DECKING ON z CEDAR PERFECTIONS w/6" +/- _ ON WOOD STRUG'i1JRE B1=LOW. `r EXPOSURE ON 50# 13LD6. FELT ON r EXIST. WOOD STRUCTURE BELOW. � � M W r 5/5" PLYWOOD SFEA�THIN6 �ON 2xb m SIDING 0 FRAME w/R-la mAT nN& (TYP) A a z w 11 w RIDGE VENT (TYP) IP GAP (TYP) VALLEY EXISTING FASCIA0 FLASHING C 13 �9 PITCH -EXISTING SHINGLE SIDING TO REMAIN CONTINUOUS LINEAR,/ r=CASUMENT AINPOM N --DRIP GAP GU 1 SOFFIT VENT (TYPa Ix5 FASCIA YV TTER CX 13' CX 1_y CX 13' A 1 A 31 STATI NARY STATI NARY NEW EXIT DOOR EXIST.B DOOR I W/5/4 TRIM To IN PROJECT NO: 0701 F1_ i PROVIDE CEDAR PERf;E-CTI0NS N DRAWN BY:+11L EXPOSURE ON 90# Ewe. FEELT ON UT CHECKED BY: DATE STUCCO FINISH Jan. 11, 2022 STUCCO FINIISH � SCALE: CONCRETE FOUNDATION YV/ I 1/4" = 1'-0" DAMPPROOFIN6_ SHEET TITLE: NORTH ADDITION TO EXISTING EXI5TING T 5TRUCTJRE X & STRUCTURE SOUTH SOUTH ELEVATiow"I'm— ELEVATION SCALE: 1/4" = V-0" SHEET NO: BUI L I PER"' MIT DATE: JANUARY 11 , 2022 REVISIONS: D 3 123 12022 REMOVE EXI5TINS SIDING PROVIDE CEDAR PERFECTIONS r4/6" +/- EXPOSURE ON 50# 51-06. FELT ON C 5/8" PLYWOOD SHEATHING ON 2x6 12 FRAME W/R-Ia BATTING. (TYP) m NEW GIPOLA RIDGE VENT (TYP) _ � n �" rWM Jj O sk w >_ S" W 10,w CASED coin r' PROWIDE(9)2X6 PTL GASM s WITH IxIO STRAFFM AT TOP �9 AND BOTTOM PER GODS 10" Ix5 FASCIA W IXIO FRIEZE BD CONTINUOUS LINEAR 3/4x4 TRIM CA6EIVIENT Pitwom Pv P3 82 6882 P3 82 SOFFIT VENT (TYPa c 5/4 X TRIM MYP) PI z 0 CX 1� "CX V13 THICK sTow PAYER9 --- O —77 4'THICK GONG SLAST 101 IE \ A er en rc to ur I11110 Q IZ'VIA.SON07LEs PLLED I w/GONG.TO Co o CI I A DEPTH 48'OM-04 6RADE.POOTINS TO BEAR,ON uNDISTURD>'D solL. JE 11 REMOVE EXISTING SIDING PROVIDE 0 PRGVIDE"*VAA.A C44M DOLT AND17EILD wrmL HOLD DOWN CLAN". CEDAR PERFECTIONS W/6" t/- HW21611 FH1 �1021611 O EXPOSURE ON 300 BLD6. FELT ON E -1 1 1 5/5" PLYWOOD SHEATHING Ot4 2xb u _ FRAME w/R-la BATTING. (TYP,) 1L I� I I STUCCO FINISH GRADE (( � IN DETAIL � � 12" VIA. SONOTUBE FILL 9sc OLUIV GONG. TO A DEPTH 48" BELOW • 6RADE. FOOTING TO BEAR ON UNDISTURBED SOIL. PROVIDE 5/6" VIA. ANCHOR BOLT AND METAL HOLD DOWN CLAMPS TYP WEST V TI"ADDITION TO EXISTING EXISTING STRUCTURE ~ STRUCTURE � o ' 12 — co NEW CUPOLA J M M et 0 Q z z w w c� RIDGE VENT (TYPJ _EXISTING SFfIN6LE SIDING TO REMAIN EXISTING ROOFING SHINGLES ON EXISTING DECKING ON EXIST. WOOD STRUCTURE BELOW. ' for IXIO FRIEZE BD OUT DOOR FLOOD LI '�, FASCIA PROJECT NO: FRIEZE BD 0701 DRAWN BY: UT VOOR• EXISTING SHINGLE SIDING-- CHECKED BY: REMOVE EX15TINS SIDING PROVIDE TO REMAIN CEDAR PERFECTIONS W/b" +/- EXPOSURE ON 15# BLDG. FELT ON DATE: EXIST. SHEATHING ON 2x6 FRAME NEW EXIT DOOR W/5/4 TRIM Jan. 11, 2022 SCALE: 1/4" = 1'-0" SHEET TITLE: PROVIDE CEDAR PERFECTIONS 1 W/6" I 1 EAST +/— EXPOSURE ON 50# BLDG. MLT ON I I � WEST 5/6" PLYWOOD SHEATHING ON 2�x6 FRAME W/R—Ia BATTING. (TYP) - - - - - - - - - - - - ELEVATIONS ADDITION TO EXISTING EXISTING STRUCTURE STRUCTURE V A SHEET NO: EA15" T ELE IATION SCALE: 01/4" = V-0" BUILluo"' Ift"' G IT SET DATE: JAN UARY 111 2022 REVISIONS: D3 / 23 / 2022 a_7 L 11 STRUCTURE BEYOND RIDGE VENT ALIIGN LINE OF ROOF PITCH CHANGES 12 12 PIITfH ROOF STRUCTURE OVERHAN6 AT I E tMEWATION STRUCTURE PROVIDE LCG FLASHING TYP LOW PITCHED ROOF ASPHALT ROOFING SHINGLES LOW PITCHED ROOF ASPHALT ROOFING SHINGLES INSTALLED INSTALLED PER NUFAGTU SPECS, (PROVIDE PER MANUFAAGTURERS SPECS, (4'ROVDE I TAO LAYERS OF � � TWO LAYERS OF U NDERL�4YMENT ENT) ON 5/4" PLYWOOD �� DEGKIN6 ON WOOD STRUCTURE BELOW. O UNDERLAYIMENT) ON 5/4" PLYWOOD DECKING ON WOOD 12 NEA PREFABRICATED ROOF STRUCTURE BELOA. 3 r— TRUSSES AT 24" OG � AB TRUSSES FOR HVAC-� i i 2 W LOCATION VERIFY LOCATION AND i O Z 12" OUANTITY WITH CONTRACTOR i I2 rU rf_j, FASCIA TOP OF PLATEowl Q mad GYP BD Q GYP BD GYP BD g 4� GYP BD W INSUL CERAMIC TILE INSUL TOILET O JOE 10E - - ® � ROOM SEE SHEET #14 FOR ADD1�Tfi�Y PROVIDE CEDAR PER�FECTIONS 6" INFORMATION +/- E RE XPOSU N 50#1 BLD6. FELT _iEE 11 ON 5/6" PL SHEATHINS ON -#5 REBAR 2x6 FRAME la BATTING. (7yP) �PF z J NEW TILE NEW TILE O FLOORING FLOORING W = TOP OF SLAB ADDITION TO EXI5TIN6 I'- • •` b: •; , . ;• EXISTING, STRUCTURE 5TRUCTURE s r'r .: •. . .. ZV X//, X/ \-NEA bxb w2 a w2 VV \/\\ //\//\ :.'.a• // \ 2 THK XPS RIGID INEOLATION \//\// ,.••: //\ NEW COW, \/ •. \/ FOUNDATION SEE THICKENED SLAB \/ \ DETAIL CONTINUOUS POUR /\/: ;�':•''�.; // A m0RUILDING \ \\\\\ SCALE: 3/ " = 1'-0" r V Y PROVIDE LCC FLASHING JUJp L >-PHALT ROOFING, SHING,LES ) ON TYP >- C9 ti_ Z I- STRUCTURAL INSULATED PANELS (SIP) ASPHALT ROOFING SHINGLES, W � YV/ R-50 INSUIL ON WOOD TRUSS PROVIDE TWO LAYERS OF STRUCTURE BIELOYV. UNDERLAYMENT ON " PLYWOOD DECKING ON WOOD OC " 0 M � O � STRUCTURE BELOW. a VALLEY FLASHING 2x PREFABRICATED RIDGE VENT ui w TRUSSES ®24" O.G. C9 ISTINS ILDINS 51RUCITURE EXSITING BARN A" PLYYVOOD BOARD SHEATHING FIRST FLOOR TOP OF PLATE TAST I NO R-50 BATT PROJECT NO.: 0701 ROOM INSULATION GYP BD DRAWN BY: UT SEE SHEET #12 EXISTING R-la GATT FOR SECTIONS AUILDINS INSULATION STRUCTURE CHECKED BY: TOILET _ TOILET DATE: ROOMo ROOM Jan. 11, 2022 5" SPRAY FOAM INSUJL INTERIOR ELEVATION SEE SHEET 014 FOR SEE SHEET I4 FOR C5TORAGE SCALE 3/8" = 1'-0" INTERIOR ELEVATION IXb YVD FIN. FL ON/ ROOM SHEET TITLE: 5/4" SUBFL ON a 1/2"" 1 TJI FL JSTS ® I6" O� NEA TILE NEW TILE: EXIST.TCH AS REQUIRED BUILDING FLOORING FLOORING SECTIONS i' NEW 4 P.G. SLAB W/ /\\/\\/ ''...: \ bxb w2.axA2.a YVYVM SHEET NO: 2" THK "MPS" RIC71D INSULATION \/: ,. •. .•; \\/\\/\\/\\/\\/ / THICKENED CONCRETE SLAB EXIST. MN AND FOOTING wtm3hU1LD11'1m' G SCALE: 3/8" = 1'-0" BUILDIFIMG Po" ERMIT SOET DATE: JANUARY 115 2022 EXISTING ROOF PITCH ASPHALT ROOFING 5HIN&LES ) ON 12" VALLEY FLASHING STRUCTURAL INSULATED PANELS (SIP) W/ R-50 INSUL ON WOOD TfRUSS PROVIDE 2XIo NEW 2XIO RIDGE NEW 2XIo RR STRUCTURE BEELOW. PLATE EXISTI146TRUSSPS 9 EXISTING, OVERHANG, TO BE REMOVED cl) >- PROVIDE NEW FACIA, SOFFIT, SOFFIT EXISTING, BRACE TO REMAIN PLYWOOD EXISTING, BRACE O W TO REMAIN Z TA5T I NG H EXISTING SIDING, SHEATHING, ROOM AND INSULATION TO BE REMOVED, PROVIDE NEW INTERIOR FINISH PROVIDE NEW R-19 BATT W INSULATION MINI od EXISTING, INTERIOR FINISH TO BE 5" SPRAY FOAM INSUL z O REMOVED AND, SAVED FOR FUTURE REUSE IX6 WD FIN. FL ON O F - 5/4" SUBFL ON a 1/2" TJ I FL JSTS ® 16" OG F- O o � J mij D EXIST. FDN / / � AND FOOTING \/ \/\/\�� / \// \ EXIST. FDN 4 \ FOOTING UILDI C I //i//i//i C \ SCALE: 3/8" = l'-0" \\\\� \ 1 PROVIDE HURRICANE CLIPS AND 3_8 NEW CUPOLA ALL REQUIRED STRAPPING, 13 I 2x4 RR ® 16" O.G. (2) 2x4 HEADER 5/4" THK SIGN BOARD PAINTED IX5 FASCIA 2x WOOD SILL ASPHALT ROOFING SHINGLES ) ON �— ADDITION TO EXISTING STRUCTURAL INSULATED PANELS (SIP) EXISTING STRUCTURE STRUCTURE E3TM. OF RAFTERS = V EXPOSE m W/R-50 INSUL ON EXISTING, WOOD TRUSS ..J W }' cl STRUCTURE BELOW. I• oo FIXED WOOD LOUVER = W/BRONZE SCREENING m _ z r Of M CL z r w REMOVE EXIS NG m = 0 SHEATHING M f AREA OF CUPOLA IVE ROOF aUF'P FOR NEW CUIFLOA WINDOW LOW PITCHED ROOF ASPHALT RooFIN& SHING,LES INSTALLED PER PROVIDE LCG MANUFACTURERS SPECS, (PROVIDE FLASHING TYP. LA OF UNDERLAYMENT) ON 5/4" PLY140017 DECKING, ON WOOD STRUCTURE BELOW. 12 2r-L� 15T N6 STRUCTURE TO REMA N PROVIDE NEW R-la 2X6 G.J. AT 16" OC,---\ BATT NSULATION d NEW SIDIN ISTIN6 STRUCTURE TO BOTTOM OF REMAIN PROVIDE NEW R-la PROJECT NO.: CEILING, 1ST N6 INTERIOR FINISH BOARDS TO FRIEZE BOARD TEST I NG COVERED ENTRY ROOM BATT INSULATION 4 NEW 0701 • � STRUCTURE AT ! BE OVER AND SAVED FOR FUTURE TASTING � � SIDING DRAWN BY: UT - "/6" 4x6 ROUGH SUPPORT gg RR P�REA CONTINUOUS 1LINEAR SAWN CEDAR CHECKED BY: PANELS w/ SOFFIT VENT. (TYPJ BATTENS AT AL16N WINDOW GO` DATE: / SEAMS. HEADERS W/ WINDOWS Jan. 11, 2022 zz Y � AT TASTING ROOM to ENTRY � SCALE: 5" SPRAY FOAM INSUL 5-4 I/2" LVL SHEET TITLE: IMPSON ABU66Z BASE NV I-5/6x12" A.B. IX6 WD FIN. FL ON 2" THICK STONE 2"xI2" PEDESTAL 5/4" SUBFL ON a 1/2" BUILDING PAVERS W/4-" REBAR TJI FL .ISTS ® 16" OG FIRST FLOOR TOP EXIST. FDN WALL J� GYP BD SECTIONS OF SUBFLOOR \ \/ EXIST. FDN 4 FOOTING SHEET NO: EXISTING 24"x24"xl2" FTS W/ 2" VIA. SONOTUBE FILLED w/GONG. TO EXIST. FDN \ CONG SLAB .4 #4 EACH WAY A DEPTH 56" BELOW GRADE. FOOTING AND FOOTING TO BEAR ON UNDISTURBED SOIL. . PROVIDE 5/6" VIA. ANCHOR BOLT AND lim METAL HOLD DOWN CLAMPS BUILDING SECTION- SCALE: 3/8" = l'-0" DATE: JAN UARY 11 , 2022 i REVISIONS: Y 0 U z 0 w z EXISTING H ROOF RAFTERS TO REMAIN, EXISTING Q ROOFING TO REMAIN. MAINTAIN EXISTING LATH. Q UJ U) z0 0 F- EXISTING ROOF Q PITCH > 0 0 EXISTING TIMBER J ROOF STRUCTURE � 0 W = 0 TOP OF PLATE AT EXISTING TIMBER BENT a i n EXISTING TIMBER + BENT BEYOND ISTING TIMBER 1S3TING TIMBER EXISTING TIMBER EXISTING BARN BOARD STRUCTURE STRICTURE BEYOND STRUCTURE SHEATHING TO REMAIN. REPAIR/REPLAGE AS REQUIRED O ►n O cMo ®I = LuzZle EXISTIN& j � � o cq BARN _ a W TI JTORA&E �; POEXISTIBEY'OND Room �EXISTIN& LONG 6RADE SLAB FIRST FLOOR TOP OF SUBFLOOR GRADE EXIST. FDN WALLPROJECT NO.:EXIST. FDN WALL 0701 AND FOOTING AND FOOTING DRAWN BY: UT CHECKED BY: Em X I S T I lv&mm G 83 sun I L 'D"k I lr'mm G S` E C OPF 10 I'mm DATE: Jan. 11, 2022 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTIONS SHEET NO: BUILDI 'I'T' G PERMIT I'SET DATE: MAY 25, 2022 EXISTING ROOFING TO BE REMOVED PROVIDE NEW ASPHALT ROOFING SHINGLES ON STRUCTURAL INSULATED PANEL (5117) ON EXISTING SHEATHING 4 WOOD STRUCTURE BELOW. NEIN 2 PROVIDE LCG EXISTIN TRU55 r FLASHING TYP FRAME T REMAIN. NEW FRIEZE BOARD SEAMLESS ALUMINUM GUTTER5 ON IXIO FASCIA. 0 ,oeEXISTING SIDING REPAIR AS REQUIRED PROVIDE LGG STEP FLASHING TYP z LOW PITCHED ROOF SPHALT ROOFING W EXISTING BARN STRUCTURE PROVIDE ALL REQUIRED SHINGLES INSTALLED PER MANUFACTURERS 12 O Z PROVIDE NEW R-Iq GATT NEW ROOF STRUCTURE METAL STRAPS SPECS, (PROVIDE T LAYERS OF INSULATION MIN UNDERLAYMENT) ON /4" PLYWOOD DECKING ON 2 WOOD STRUCTURE B OW. EXISTING INTERIOR FINISH TO BUILT-UP WOOD GIRDER CASED IN Ix BE REMOVED AND SAVED FOR AND PAINTED IPER SPECS. FUTURE REUSE ON SITE •• W PROVIDE NEW " PLYWOOD CIO EXISTING 51DING, SHEATHING AND O 12" INSULATION TO BE REMOVED, PROVIDE NEW INTERIOR FINISH O '' Q �— 5/8" 4x8 ROUGH SAMN CEDAR PANELS \ BATTENS AT 5EA S. O -� J FASCIA WITH z ATTACHED GUTTER 0 WA, L L %IV 10W = C3 ) 11 FRIEZE BOARD BUILT OUT ON 5/411 ONTINUOUS BLOCKING. (TYP) SCALE: -1" = 1' -0" CONTINUOUS cl) LINEAR SOFFIT REMOVE EXISTING WALL VENT. (TYP) BOARDS AND STORE T BE REINSTALLED. PROVIDE R-IQ BATTING (5)2x10 CASED BEAM IN EXISTING STUD FRA CASED W/ Ix TRIM Ix4 TRIM F— I L ASPHALT ROOFING SHINGLES (INSTALLED PER MANUFACTURERS SPE05) ON 5/4" PLYWOOD DECKING ON WOOD STRUCTURE I BELOW. TA I �l<, Fm C� v AND J W obvi=-RED cn 5ARREL 5/45m4 OOR w 1 ti SING P !NTED � �Y � _ � z "ItG CASED COLUMN PROVIDE RO O V F' DEVI (5) 2X6 PTL CASED WITH p IXIO 5TRAPPE17 AT TOP Q Z AND BOTTOM PER CODE w w 0 40 SUPPORT FOR 10" 5/5" 4x8 ROUGH SAWN TERRACE PROVIDE CEDAR PANELS w/ NEW R-50 BATT #4 REBARS 16" LONG BATTENS AT SEAMS. INSULATION DRILLED 6" INTO loll FOUNDATION WALL A 124" O.G. GOV���D 5/4x4 TRIM ENTi�Y ENTRY DOOR , PITCH Y8' PER FOOT 2x4 PLT PLATE GRADE . PROVIDE FLUSH SURFACE WITH INTERIOR FINISHED ° PROJECT NO: .. FLOOR Q. � ' � ° 0701 PROVIDE GRADE od .d DRAWN BY: UT ` BEAM 16" WIDE BY 18" DEEP WITH 4 #5 z CHECKED BY: REBARS CONTINUOUS = I ST 1211 . . . . . ° . WITH #3 STIRRUPS AID . DATE. (2"d.. . . ..d. O/C TIED INTO 411 / 1 _ 1D Jan. 11, 2022 GONG PIERS 510 INT SCALE: EXI T. F L d .. . n •d ... a SHEET TITLE: c e e, NEA 11 CONIC. SLAB SUPPORT FOR TERRACE RE NFORGEDKw xb. 0/10 WALL PROV I DE Y�" EXPANSION • ` ° ° ` PROVIDE #4 REBARS 18II LONG JOINT DRILLED 11 INTO FOUNDATION 12" VIA. 50NOTUBE FILLED w/ GONG. TO A SECTIONS WALL ® 24 O.G. DEPTH 560" BELOW GRADE. FOOTING TO BEAR ON UND15 URBED SOIL. PROVIDE 5/8" VIA. ANCHOR E30LT AND METAL HOLD DOWN CLAMPS. 10 11 SHEET NO: mi m ' EC�1 ^ ` '[� NTRY Iffl A- LL ION- 1� n Y �® SCALE: 1" = 1' -0" SCALE: 1 = 1 -0 BUILDING PERM1011" SET DATE : JAN UARY 117 2022 i REVISIONS: G Y O z 0 w Z cl - Q W 3" VENT THRU ROOF 12" 5" VENT THRU O i MINIMUM. ROOF 12" MINIMUM. ~ � H I I I I 1 I I I 0 Q I I I _! I I I Z O Dui _ I I I O I I I I I I o I I I I I I I I I I I I WOMEN5 WASH ROOM MEN5 WA5H ROOM EXTERIOR f I I I I I I I I WALL UTILII'Y SINK I I I I I I I TASTING ROOM SUPPORT BAR AREA I I I I I I I I I I T I 1 i I M I I I 1 1 1 � ° o I I I 1 1.I 1 �� c"n � ti ------------- � zCD 1 1 I 1 1 1 �L o FRESH AIR 1 I Ia. VENT w 1 w 1 GLEAN OUT FITTING GLEAN OUT FITTING I 4" WA5TE LINE 4"X3" G.I. HOUSE TRAP <---- FOVNDATI ON WALL PROJECT NO: 0701 DRAWN BY: UT CHECKED BY: DATE: Jan. 11, 2022 FjokLU M B ' SCALE ING rmw" ISER Di AAGRAMN.T. S. NT SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: BUILDING PER' MIT SET DATE: JANUARY 11 , 2022 O -6 REVISIONS: 45" CLEAR cl D 5 / 25 / 2022 c D6 / 2 / 2022 ' STEEL STALL PARTITIONS. PRO-�� YIDE SOLID BAvGKING A<T ALL MOUNTING POINTS. _ x4 DR. X 0 / OA�SIN G TILE o I G /ANSI O I L E T I m y / TILE sb 24 6 ' EX 1ST / STAaINLE55 STEEL CRAB NY�I TfiL r 00 DOOR BARS. — o p < X m It 4 = 0 S PT CLEAR — — — z � TURN I NG m - O_ w D I AMETER, z F— r m ° NORTH EAST 2 a r PAS I NTED C7`I F. BD. CERA�M I G TILE ON CEMENT W 2 SURFACE. ('ITYP.) BACKER BOARD � � r - z O I.-6" cy O H 0 a -oil > 0 0 z -' 1 = _ W O ,n tu -1 O TOILET PAPER � _ DISPENSER ICO'ft / A ft 0 S I WWI, A THRhOOM WOMENS k.A i-%N bA sou X s 3 WEST 4 SCALE: 1/2" = 1' -0" {" 4,8" CLEAR, C� Y J W o � NOTE : L � ALL TO I LET ROOMS I— _ M Z O TO MEET I GG/,DNS 1 o , STANDARDS FOR s ITOILE Q ACCESSIBLE a W m W DES 1 GN AND THE — 2\4�c 6 24x�6 ROO1� 200� RYISION OP EXIST MIR MI O -- - - NEN TILE DOOR ACCESS 1 BLE ,AND � rLOOR USABLE BU I LID I NGS / m w AND FACILITIES X x X ( , / = z < (PRODUCED BY THE z _ — — AMERI CAN - - - S T CLEAR / NATIONAL L I STANDARDS - - TURNING r < r '-.,DIAMETER,/'' INSTITUTE OR ANSI) NORTH 5 EAST 6 PROJECT NO: 0701 v 48" LEA�R DRAWN BY: 2 UT CHECKED BY: < � �� DATE: I _6 Jan. 11, 2022 3 SCALE: v 1/2" = 1'-0" SHEET TITLE: �'-o" TOILET j z ROOMS INTERIOR o < tu ELEVATIONS _ HEET NO: 7H+ �LL ® MENS_ 1 0 WEST UiL® I G P � I�' SET. „ _ 7 8 SCALE. 1/2 - 1 -0 DATE: JANUARY 11 , 2022 REVISIONS: STRUCTURAL REVI EN BY STEVE MARESCA, PE D 6 2 i 2022 !ND-BORNE DEBRIS PROTECTION FOR OPENINGSN� olaa-07 NEST MONTAUK HIGHWA`I', HAMPTON BATS, NY 11,�46 FOR NALL OPEN I NCB PROTECTION OF 150 MPH 5-SE004D NI ND GUS75 PHONE 651 -725 �4aO ( MAXIMUM MEAN ROOF HE 1 GHT: 55 I) SIMP50N L5TA - 20 &A&E RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION PRI MAR-' 00CUPANCY1': ASSEMBLY, 570RAGE (A-2 Assembly use, drink consumption) 3 DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT (5-2 LOW Hazard Storesg e) SHUTTER ASSEMBLY \ REGUIRED - 24 FROM EDGE DE51 GN IN AGGORDANCE WITH N.T.S. PREFABRICATED TRUSSES 2020 BUILDING CODE OF NEW YORK 5TA7E FOR PANEL SPANS: O ( 4'0 IWIDE SPAN a 24' OG OR 2XI2 R.R. a 16110G AND 5ECTION 2505 - CONVENTION LIGHT FRAME 25/52" APA SPAN-RATED 45W24 SHEATHING GRADE PLYWOOD HEIGHT CONSTRUCTION (OVERLAP AROUND OPENINGS) 4") ALTERNATE POSITION OF 55 I_O II MAXIMUM d HURRICANE CLIP USE GROUND 5NOW LOAD - 45 P5F. ASSEMBLY: 5IMP50N H3 TASTING ROOM - 100 PSF. LIME LOAD 0 ATTACHING STRUCTURAL PANIEL: FASTEN TO BUILDING w/ WIND SPEED - 130 MPH �' #lOx3" (w/ WA�iHERS) GALVINI;ZED OR STAINLESS STEEL WOOD SCREW ® 16" O.G. SIMPSON H2 HURRICANE RISK CATEGORY ALTERNATIVE FASTENER FOR'. SHUTTER TO BUILDING: CLIP NAILED. FROM RAFTER TO STUD. - FIRE AREA SEISMIC DESIGN GATEGO - W RY B 0-----4 Z #10 TEE NUTS ATTACHED TO E3LDG. w/ #IOxI-I/2 ( W/ WASHERS) I TYPICAL ALL RAFTERS A-2 ASSEMBLY WEATHERING - SEVERE MACHINE BOLT' ® 12" O.G. J� 5 - 8d NAILS EACH END COORDINATE W/ ARCHITECT Building Area: 2,552 5F CLIPS FOR TRUSSES 5-2 LOW HZARD STORAGE 3 FROST LINE DEPTH - 36" �- \/ APA RATED PLYWOOD TO s� EXTEND TO TOP OF TOP PROVIDE 8d COMMON Building Area: 1670 5F TERMITE - MODERATE TO HEA1/Y 0 PLATE. NAILS ® 4" O.G. AT g 55HEARTHIN&EDGE OF ALL TOTAL BU I LD I NCG AREA: 4,052 5F DECAY - 5L I GHT ICE 5H I ELD UNDERLAYMENT REQU I RED - YE-5 Q TYPE OF CONSTRUCTION 06 w Type EB construction 0) 0 LTIPLE SECTION ASSEMBLY: _ 0 1/4" THICK BOLTS @) ZOO O ~ GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NEW PORK STATE SHALL BE DESIGNED AND BUILT IN ACCORDANCE O BUILDING CODE AND LOCAL AUTHORITIES. WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. z J 14. THIS STRUCTURE HAS BEEN DESIGNED IN O cr 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE 2015 INTERNATIONAL ENERGY W = 5/4"PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 5500 PSI CONSERVATION CODE.TO OVE BOX BEAM -TOPP+ BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL �;JD LARCH STRUCTURAL GRADE #2 OR BETTER. 0HANGE5 PRIOR TO AND DURING CONSTRUCTION. Q 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE V) SHUTTER AS S E I�B LY DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 2 x 6 016" O.G. PLATE N.T.S. STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. i'l. ALL STRUCTURAL STEEL TO BE A5TM A36 WITH ONE FOR PANEL 5PAN5:4' OR WID?ER SPAN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. 5PACING NOT TO EXCEED 5.0 FT. A-325 BOLTS, 3/4 DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1/2" APA 5PANI-RATED 48/24 SHEATHING GRADE PLYWOOD VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGSi 4") WRAP + NAIL STRAP CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS @ 24 OTC AROUND SILL PLATE 4.- Sd NAILS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 51MPSON M5T2'I BEARING CAPACITY OF TWO (2) T5F AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 142" WIDE - 20 &AGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD T'0 2x4'5: # I0x3" (w/ WASHERS) GALVINIZED OR METAL STRAP @48" or-.. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @) 12" O.G. CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ), POSITION! NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ,;<. t'.d NAILS ® 4" O.C. RELATIVE DENSITY. #lOx3" (w/ WA�iHERs) GALVANdIZED OR STAINLESS STEELTL WOOD SCREW ® I6" O.G. 21. SMOKE DETECTORS AS REQUIRED BY THE �•- -t. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE T ALTERNATIVE FASTENER FOR: SHUTTER TO BUILDING: 2 - #5 REBAR , 2 x 6 SILL PLATE 2020 BUILDING GORE OF NEW PORK STATE (� Y t.=';=::` SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER J w #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) ,..� AGQ TREATED. � MACHINE BOLT @ 12" O.G. ;=, ,. . BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 22. ANY ALTERATION REPAIR ADDITION OR CONVERSION W ` O cn ;:::; .: SEE FOUNDATION DW&. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. Q FOR DESIGN. v'`7.. 5/8" x 12" A.B. @48" oC. REQUIRING A BUILDING PERMIT SHALL MEET THE TT� � w w/FENDER WASHER. ,, 8. PROVIDE FIRESTOPPING AT ALL LEVEL 2020 BUILDING CODE OF NEW YORK STATE tiIle WINDOWS - GLAZED OPENING r•::•.-,.f: PENETRATIONS ,� 0 M M 23. THE BUILDING CODES ALSO APPLY TO ACCESSORY e 0 STRUCTURE DES 1 GN. Z PROTECTION IS REQUIRED F01R ALL GLAZED AREAS. q. PROVIDE FLASHING AT ALL ROOF BREAKS, Q IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS w A5TM E Iggb AND OF A5TM 1886. AND DECKS ETC.. 24. OVERHEAD DOORS TO BE RATED FOR 150 MPH. WIND LOAD CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF PANELS TOTHE BE PRECUT ABOVE TO F17 OVERMENTIONED IWI DOWS WITH HOLD DOWN + SHEAR CONNECTION ►O. DO NOT SCALE DRAWINGS. HARDWARE FF%'OVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE ALIGN WITH WINDOW JACK 170:5T5 , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED OIN SITE. SHALL COMPLY W/ 2020 BUILDING CODE OF NEW YORK STATE TH15 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. 5ECTION 2505 - CONVENTIONAL LIGHT FRAME CONSTRUCTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. _ NAILING SCHEDULE FRAMING NOTES ..........."`"''"' '"''""'"" SHALL COMPLY W/ 2020 BUILDING GODS OF NEW PORK 57ATE TABLE 2504.10.1 - FA5TENINry 50HEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4" DOUGLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.a. EXTERIOR EDGES AND b d 12" oz. 0 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOAC NAIL SIZES BETTER. I NTERMED I ATE. RAFTER/TOP PLATE 3-8d (TOE NAILED) 2, ALL SHEATHING TO BE APA RATED, EXP05URE I, 5/5" PROJECT NO: h CEILING JOIST/TOP PLATE 3-Sd (TOE NAILED!) MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1309 CEILING JOIST/PARALLEL RAFTER 7-Ibd (FACE NAILED) AND WATERPROOFING SHALL BE BY CONTRACTOR. ...] o 10 ° CEILING JOIST LAPS OVER PARTITION '1-16d (FACE NAILED) _ 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN 97. . .....:;`>.;< EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE COLLAR TIE/RAFTER 3-IOd (ea. end I-V'4" strap) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT BLOGKING/RAFTER 3-Sd (TOE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. CHECKED BY: GABLE ROOFS RIM BOARD/RAFTER 2-16d (END NAILED) o <,to TOP PLATE/TOP PLATE 3-Ibd (PAGE NAILED) 4. ALL HEADERS b'-O" AND OVER SHALL BE SUPPORTED 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA TOP PLATE AT INTERSECTIONS 8-Ibd (PAGED NAIILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL STUD/5TUD 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Jan. 11, 2022 a HEADER/HEADER 16d (FACE NAILED,') MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED - h TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AS PER MANUFACTURERS RECOMMENDATIONS. WEB NTS BOTTOM PLATE/FLOOR JOIST 2-Ibd (PAGE NAILED) AND FLOOR BEAMS AS PER IBC 2015 CODE OR AS NOTED STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 0 o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED,>) SHEET TITLE: 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR BEARING POINTS AT A MINIMUM. A SINGLE I 3/4"too< o L45 BRIDGING/JOIST 2-8d (TOE NAILED) CIRCULATION IN ROOFS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR ° BLOCKING/JOIST 2-5d (TOE NAILEL7) PERIMETERS. HANDLING STORAGE AND ERECTION OF BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STRUCTURAL h stairs eta. ) OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFAO,TURER5 GABLE ROOFS LEDGER 5TRIP/BEAM 3-16d (FACE NAILED) RECOMMENDATIONS. NOTES & 0 0 100< o <,45° JOIST ON LEDGERBEAM 3-5d (TOE NAILED?) -1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL - to < o Aso BAND JOIST/JOIST 3-16d (END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW51 OF 1/2" VIA. DETAILS PROVIDE ad COMMON NAILS a 4' O.G. BAND JOIST/SILL or TOP PLATE 5-16d (TOE NAILEL7) GALVANIZED MACHINE BOLTS ® 12" O.G.. AT HI&H PRE55URE ZONE - 6" O.G. PLYWOOD ROOF DECKING Sd ®4" O.G. EDGE15, @8" O.G. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. STRIP SHEATHING 8d (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO 100< o <,30 ° PLYWOOD WALL SHEATHING 8d @4" O.G. EDGE15, 1@5" O.G. FIELD "TECO" OR APPROVED EQUAL. FACILITATE CONSTRUCTION AND SHALL NOT BE SHEET NO: PLYWOOD SUBFLOOR DECKING 8d @6" O.G. EDGES, @12" O.G. FIELD CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PROVIDE 86 NAILS ®I 4" O.G. AT PERIMETER INTERIOR q. NAILING SCHEDULE SHALL BE A5 PER THE OWNER. PORTIONS OF PANELS IN HI&H PRESSURE ZONES. 2020 BUILDING CODE OF NEW YORK STATE NOTE : a = 4 FT. IN ALL GASES TABLE 2304.10.1 - FASTENING 5CHEDULE AS A MINIMUM. COMPONENT AND CLADDING PRESSURE ZONES ALL 2X(6 STUDS SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. BUILDING PERMIT SET - p DATE: JANUARY 11 , 2022 I