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47231-Z
�D�OSU� Town of Southold 12/13/2023 y P.O.Box 1179 0 53095 Main Rd W� y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44808 Date: 12/13/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 55465 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 62.-1-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2021 pursuant to which Building Permit No. 47231 dated 12/15/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to(2)existing residential units in an existing residential structure as applied for. The certificate is issued to South Hldg Props LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0116 11/9/2023 ELECTRICAL CERTIFICATE NO. 47231 11/13/2023 PLUMBERS CERTIFICATION DATED 12/5/2023 tr,,, rgios Savi ut or' a Signature �o��S�1PDl�-cpGy Town of Southold 12/13/2023 H P.O.Box 1179 53095 Main Rd Wed ��r Southold New York 11971 CERTIFICATE OF OCCUPANCY No: 44817 Date: 12/13/2023 THIS CERTIFIES that the building ELECTRICAL Location of Property: 55465 Route 25, Southold SCTM 4: 473889 Sec/Block/Lot: 62.-1-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2021 pursuant to which Building Permit No. 47231 dated 12/15/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: electric meterpan in accessoixgarag_e. The certificate is issued to South Hldg Props LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47231 11/2/2023 PLUMBERS CERTIFICATION DATED h iz ignature TOWN OF SOUTHOLD �aosuFFnt c BUILDING DEPARTMENT v�i x TOWN CLERK'S OFFICE "o • �, SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47231 Date: 12/15/2021 Permission is hereby granted to: South Hldg Props LLC 57-25 East Hampton Blvd Bayside, NY 11364 To: Construct interior alterations to (2) apartment units within existing single family dwelling as applied for and as per ZBA#4317 special exception dated 10-11-1995. At premises located at: 55465 Route 25, Southold SCTM #473889 Sec/Block/Lot# 62.-1-14.1 Pursuant to application dated 10/26/2021 and approved by the Building Inspector. To expire on 6/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,040.80 CO-ALTERATION TO DWELLING $50.00 Total: $1,090.80 Building Inspector OF SO�r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959 Q �ycoum,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: South Holdings Props LLC Address: 55465 Route 25 City:Southold st: NY zip: 11971 Building Permit#: 47231 Section: 62 Block: 1 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 5th Generation Electric License No: 58846ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Surrey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 100A Switches 4'LED Exit Fixtures Sump Pump Other Equipment: -Added 200A Meterpan w/ 100A Disconnect Notes: Meterpan & Disconnect Inspector Signature: Date: November 2, 2023 S.Devlin-Cert Electrical Compliance Form ho��pF SOUj��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road coP.O.Box 1179 Q �► • �o Jamesh .southoldtownny.govov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: South Holdings LLC. Address: 55465 Main Road city:Southold st: New York zip: 11971 Building Permit#: 47231 Section: 62 Block: 1 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: COtham Electric INC. Electrician: Willam Moser License No: ME-57858 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 65 Ceiling Fixtures 1 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 3 Smoke Detectors Main Panel 200 A/C Condenser Single Recpt Recessed Fixtures 67 CO2 Detectors Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 12 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 35 4'LED Exit Fixtures Sump Pump 1 Other Equipment: 2 fridges, 2 dishwashers, Notes: HOUSE LInspector Signature: Date: November 13, 2023 55465 D EC - 6 2023 Town Hall Annex � � Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: � ZD Building Permit No. G/ Z 3 / Owner: (Please print) r Plumber: ('ED/26/D S S-A 1l/lam/ S (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this $, day of P&C&tAl Go. , 20 Notary Public, ( v FF NS County CONSTANTINE RABOS Notary Public of New York No. 01 RA5022137 Qualified in Queens County Commission Expires Jan. 3, 20Z C It3f so H-7 2-3 * * TOWN OF SOUTHOLD_BUILDING DEPT. `ycou 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&VICtsr &7ecllvre /, r/'e �'kr 4!::r_A 06S" A64P �+ DATE �� 7i INSPECTOR pE SOUI�o� f # TOWN OF SOUTHOLD BUILDING DEPT. couHr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] OUNDATION 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: b-fA 5 r,4 J s a w► iMS DATE INSPECTOR \ /� # 'I SOUTyo�# TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [v CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6 C- A-6 z vI✓a� aY �,wl� t/� fit DATE L INSPECTOR �a0FS0Uly0 �� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourme 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 / f[ ] PRE C/O [ ] RENTAL REMARKS: ���eGtc� KGc, 6erV ic—`e jl Reese 0/4 W"'o-e5 � �n U .5e- tewtove rJ4Lf t -e 4-ce l6,ow5 hoc t,S0— DATE INSPECTOR -- OF SOUIyO� -1 23 1 # # TOWN OF SOUTHOLD BUILDING DEPT. °`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: P_ DATE INSPECTOR i so T23 Q4 f TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm, 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) J�q ELECTRICAL (FINAL) [ ] CODE VIOLATION I [ ] PRE C/O [ ] RE TAL �'�I- REMARKS: IVo OceT oh is& ,, g ou.,+sid-e OwPd rie-ed &�F-T Wr e- o tA -5 S wi6de- &d �abfe AH faml-s rnited 5 :5 cof"cl smoke- 'll ha! wQ �G12evt n� ccrcGt �� fit l< GtS qt- cc,��e�5 av-A Ft oor Bed. P-mg A)e-fA arck PcAx&L i- ��- Floor &A pm5 &4 OrC k f S�w� nefA (rrx Pro+ecf,or. DATE 3p C913 INSPECTOR 4A d- M2 OF SOGIyOIo � -7 TOWN OF SOUTHOLD BUILDING DEP . QuHr+, 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: �' y J DATE PECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `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: —ram! ,�`{-G 2 Ili 1.1�� � �JVr DATE INSPECTOR SOUTyO . * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm�' 631-765-1802 INSPECTION - FOUNDATION 1ST /RO H PLBG. FOUNDATION 2ND ATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Y C vAl Z uW► 41�fA/ t9 -�w' CJ�7 2 DATE l INSPECTOR v -2 - - - - - -- - ��� �o 31 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REM KS Mn� : 002 yhnuel ov W4 S ax DATE INSPECTOR OF SO�I��l * TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 JNSPECTION [ ] 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: &Leck�' -� ,e� c Ire tl ;lei - 6 z, Oyll he 4 DATE 0)6 INSPECTOR OF SOUly�lo -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: L DATE INSPECTO so # TOWN OF SO/UITHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAL 7xi -� S�t ;cP 0-� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIQ�L (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK : ► 6) �'e� �� W-er,164 /���► v o 11 . 5 1-(6 Pe., ws J1 dIc 6 '� DATE INSPECTOR SECURITY KING Alarm Activity Report - for CSID# '22004412` For the Period 12/6/2023 To.12/7/2023 3 Based on Central Station Time DE(' - 9 ,_023 149666 EAST END ASSETS; CSID 22004412 UL Classification I11on-Certificated: Event Occurred Condition Description Signal ID Zone Area User User Name Incident Details Wed 12/06/23 10:55:18 Restoral RESTORE- R350 999 99 Wed 12/06/23 16:19:35 Panic PANIC- E120 000 1 12/06 16:24:53 Related Alarm: Alarm completed in relation to alarm#191005331 1115 Wed 12/06/23 16:19:39 Restoral - RESTORE- R120 000 1 Wed 12/06/23 16:19:43 Medical Alarm MEDICAL- E100 000 1 12/06 16:19:43 Signal in waiting status because of a prior signal(191005310)currently being handled 12/06 16:24:53 Related Alarm: Alarm completed in relation to alarm#191005331 1115 Wed 12/06/23 16:19:47 Restoral RESTORE- R100 000 1 Wed 12/06/23 16:19:50 Fire FIRE ALARM- E110 000 1 12/06 16:19:50 Signal in waiting status because of a prior signal(191005310)currently being handled 12/06 16:20:09 Fire Dispatch aborted by operator. Reason: 1115 - 12/06 16:20:29 Dispatch:Calling SOUTHOLD TOWN ALL 0038 SOUTHOLD TOWN PD at 1(631)765-0038 12/06 16:21:25 Dispatch:Placed call to SOUTHOLD TOWN ALL 0038 SOUTHOLD TOWN PD at 1(631)765-0038 Dispatcher-935 12/06 16:24:37 Opr.Note:POLICE#935 SENDING POLICE/FIRE DEPARTMENT-TO COVER ALL THREE SIGNALS FIRE/PANIC/MEDICAL 12/06 16:24:47 Signal Placed on Hold For 15 minutes 12/06 16:39:56 Note:Signal taken off hold. 12/06 16:42:09 Notification:Placing auto call to contact ANGELO at 1(516)695-9595 12/06 16:42:16 Notification: Placed call to contact ANGELO at 1(516)695-9595 Spoke With 12/06 16:42:26 Opr. Note:ANGELO NOTIFIED 12/06 16:43:10 Signal completed-Resolution:Fire Department Dispatched Wed 12/06/23 16:19:54 Restoral RESTORE- R110 000 1 �a .1 2/7/2023 4:56:40 PM Alarm Activity Report Page i ,: , S � E t —'u Al A-ft.. t r • s A � a 1 u / ! v✓ 'I. i 4.y a 4 t� 4 r� n�ay e 3 rS x� �Ot lot a >� n ' m_ —�1 }A� g d h � y �Y. i 68: o5� =lAll, ,{ 7 130 Igo l BEY j ER 10 WATER HEAT URORASE . THE PLACE OF g 56 terHim p0�.r fo p ,W ywom, TEAM— ., "' 3 NAM 4 m S yg� 4 F" Y F = $a" S; m* r a x f n 8 ,Y «. �tfR HAW w v y go � g � s Tel rip rt IIR� se Y f: V 9 r r e'l r.t7a +,'��i �,. o „v t� a d Y �y Cell � A+ its? r an if L9 110, F I ap^'y ,, %�:' F,� f � � •d,3- 1��4y 4 Y�'Y phyys�wy H' ,. � a v n M Y x E , a P M. ^v 9 e F � _ Y a ' z; A �a 4 ]Su t SPRINKLr „ FIRE-ALARM WHEN CBELL ALL RINGS !►.r��u� -- FIRE DEPT. oo POLICE W ;, P U fl Y AN �z � . U • .�,..s ,;, ., x �' ,, ,,m�-,., _ �.,�� ,, „•i � ,.�' "'yam,uy,"-.� / n i / •„ K Ufa ai/ y' th , .a 4 ;a �F ✓e � ✓. 2, a � : ?u ./\ . � Is / .»�� ��\« 2 �� � z b�'v= 'has ..y �. ��„ Y FF,,�� � i �iy.�¢b '�^pro ➢���� k � �: 5 �� �� �I,;, „y,>.. �, fi' "`��"6.y'�, ,�4��s:�,` p� � ��t � � k � � � r ;�' � � � �, ��� �� ��� .. gr a t�, '�` r�` v9 's � ��, � ��€ ,r' ��i r � s w s., � s ..� �. �. �_ .ice .ii .r: ` �� 9� ,._ ., _. ...�� ,u,.a�.�.� .,��.,.,,. .,-�. .,� ,. .ewe r t .,.�a�o,F 4 , . r� :4,:. ... ,, :,. �Z!. �'�: +✓s Vero a Or a - .,1 lot5 $ z'Y fh9 i M W mr as 3 M . e Apra ,. sy Y wil XrA wrT 5 / i i r. V / j a, i r / %c �'/�/� 9 "% % v , 3 p. p mao c e , o a(( Betsy Perkins<betsy.moore765 a@@gmail.com> 62A-14.1 -55465 Rt 25, Southold 1 message Pontino, Susan <susan.pontino@town.southold.ny.us>. To:Betsy<betsy@mooreattys.com> To Whom It May Concern, The above mentioned property has a C of O to alter a one-family dwelling to a two-family dwelling dated October 7, 1996. The C of O number is 24671. Unfortunately the file was not scanned and can't be located at the present time. Thank you. ; usaia F1aiatino Clerk/Typist Southold Town Building Department l d- 1 e l • ' o • • e 1 • e • PL !0Will ' ��iYlwi/tf'�}li CJ�► I r ON MUM INSULATION PER N MEN .oj-�o AM 4. A* lip MA iAn1 Y i FocK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ay • 0� 4 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT 22 For Office Use Only J PERMIT NO. �Za— Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF P OPER Name: —AS C� G L SCTM # 1000- ProjectAddress:ss 6 Phone#: 16 S r 9 Email: Mailing Address: L o r 9 CONTACT PERSON: Name: ZA)cli-40 ` Mailing Address: 2 d o Phone#: 51`C:' -r, S' Email: Mi'�-dk 2 t- CoM DESIGN PROFESSIONAL INFORMATION: Name: J Mailing Address: so c r r Phone#: �r 2 3 Email:ag CONTRACTOR IN RMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration %]Repair ❑Demolition Estimated Cost of Project: ❑Other $ �� c Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes 1 PROPERTY INFORMATION Existing use of property: D Intended use of property: Zone or use district in which premises is situated: Are there any covenants an restrictions with respect to this property? ❑Yes-El'No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,' additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print namek—_ ❑Authorized A ent t'd wner Signature of Applicant: _ Date: �� ,/C- 2 �J� f STATE OF NEW YORK) SS: COUNTY OF L being duly sworn, deposes and says that is the applicant (Name of fWdividual signing contract) above named,, ks)he is the el-L G �f) ey" o i �— (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 _ZLtlay of 4 , 201Z� otary Public o""iPTE'o%o,, Dawn Johnson s y...........p ,, 'Ncrnw'`; Notary Public,State of New York 9053 PROPERTY OWNER AUTHORIZATION '.. gQo Qualified in Suffolk ti�wf'J`. s'Qusaliiied in Suffolk County --ff (Where the applicant is not the owner) Commission Expires 10/11/2424 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 e TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt-ps://www.southoldtownny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only Building Inspector: f t PERMIT NO. MAY 0 3 2023 1 ApPlicat,i6iis and,forms mustbe:filled out ih,tlieir,entirety.,ln6i)mplet6' applications,Will got b�,')acqpted.WORKIS'NOTTO BE STARTED Prior,. 'Oeova td BUILDINGI)EP1 ,tlfe� i"6t'p!an�,an',d,is'su'ance,of, m a permit.,I . III) . , - - - I . I I I 11 T(NM OFSOU UHOLD Has a building permit been obtained for this project? El Yes 0 No If yes, building permit# Date: CT _N .Project -.Address: SCTM# 1000- zip:'A C ity: lb6NT T. "P E,RS,0, N1NF0RMAT10N: Name:,f -,,j\ Mailing Address: Phone#,: Preferred contact method (select one): OPhone DEmail Jz,0"NTRACtORFORMA Name: Contractor License#: Mailing Address: Phone#: 3\.7 Email: .0 RK-':::, COPROF w_6 Occupancy Description: DAssembly ElBusiness ElEducation OFactory/Industrial DInstitutional El Mercantile residential El Storage Description of Work- r P-New System 0 Existing System Modification $prinkler,/'Standbip6,/',,,Wdtet.:.Su-pply;, .Fir !Alarin. O'Dqt6etion,SysternSI'_:" Other Pire'.'Pi6tectioftS ystern � Check; ldt,a he-c allL hatapply) (Ch&ck al a pp y( 1�NFPA 13 13D or 13R System DManual ElAutomatic El Smoke Control DStandpipe 0 Fire Pump ElProtected Premises (local) 0 Wet or Dry Chemical Clean OSupervising station Agent Number of sprinkler. heads: OCentral Station 0 Kitchen hood/exhaust El Other Floor Area (sq. ft.): ❑ 11eFc 3b After 7eadi111,° I,tne���°' ndersigned,understand that the.issuancc of;a.permit for tti'c type which is herein applied for is based�:;., ` the agreement,to conform.to all regulations'and�regnirements.'i further understand that'non=compliance;of si►id'requirements,;by n►yself;or any officer or :employee of the firm or individual listed as the,applicant on this form,;shall be for-revocation of said•pe'rmitrUpon revocation of said permit'46';; applica,ufbi.any employee of the applicant shall'b'e'prohibited to condnet'such work for which this'per►nit was issued.The reissuance`•of.a permit,shall'be bascd'upo rcviciv of the eircumstances,leading to,the reIvocation.`Any false statement(s)maile.herein are punishable as a:Class A'misdemeanor.pursuant to Section 21OA5 of,the'Penal Law Application Submitted By(print name):;;�� thorized Agent ❑Owner Company(if applicable): 1,0 Applicant Signature: Date: a.3 , 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 GUIDELINES ® FIXED FIRE SUPPRESSION,HOOD&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)765-1502. FOR OFFICE USE:ONLY: `Amount Paid: (S C1ieclrNo::. ' FM i, 3 ,Ex ''Date: . Permit No. Date: /. p; 2 }aoa �Py'`G TOWN OF SOUTHOLD—BUILDING DEPARTMENT A I�11r1 ,�. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 f� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received r APPLICATION FOR BWLDDla, G PERMIT DISAPPROVAL For Office Use Only j •.• :J ;� PERMIT NO. Building Inspector: AUG Applications and forms must be filled out in their entirety:Incomplete applications will not be accepted. Where the Applicant is not the owner,an y; a T Owner's Authorization form(Page 2)shall be completed. , Date: _ JC) — Zo 'Z` OWNER(S)OF.PROPERTY:. Name:SOL I U4 NQ 14,k I;- Vb SCTM#1000- 2--0 Project Address:' , ( � 1 Phone#: Email: 51 (0 S M PLA zA 2 6 M A-' L- �., Mailing Address: 9 CO h � �e f CONTACT PERSON: Name: Mailing Address:.9 rI Ea Phone#:��b'� CIO ),—a )'-' � Email: '4-y Pe-4 DESIGN PROFESSIONAL INFORMATION: 0 , Name:kdi? � ,�s�fC�' 1 ��G�'e✓S /T_G� t; {a� Mailing Address: 41 Phone#: Z� Email: L%o I CONTRACTOR INFORMATION: Name: cj i 1 Mailing Address: :I Phone#: Email: DESCRIPTION OF,PROPOSED,CONSTRUCTION I ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ ® = e2�-c� i r\; ill the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No I t t' 1 PROPERTY INFORMATION Existing use of property: Intended use of property /` I C' Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to this property? ❑Yes �JNo IF YES, PROVIDE A COPY. ❑,Check•Box After R::ading:,The owner/contractor/design professional is responsible for all'drainage and storm'water,issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building,Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulatioris and to admit'authorized inspectors-on premises and in buildings)for necessary inspections.False'statements made herein are punishable as a,Class A misdemeanor,pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent 916wner Signature of Applicant: Date: 4aCWc 2-02-/ STATE OF NEW YORK) ` SS: I COUNTY OF ) c� ( being duly sworn, deposes and says that(s)he is the applicant (Name of in ivi(Tal signing contract) above named, ,Ahe is the filiG �/ e-,e4X!5— .//yCIO (Contractor,Agent, Corporate Officer, etc.) li 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. � G Sworn before me this E? I D day of A-y 4 d s T , 20 Z J Notary Public CONSTANTINE RARQg Notary Public of N%w 37 PROPERTY OWNER AUTHORIZATION No. in Que ng Go Qualified in Qt�®®Fl�i�@gR� � (Where the applicant is not the owner) Commissidn Expires Jan, 3, 212 I, residing at do hereby authorize to apply on I my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ii Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 15, 2021 TO: Angelo Gerosimou(South Hldg Props LLC) 2400 Sound Drive Greenport,NY 11944 Please take notice that your application dated August 10, 2021 For permit to construct interior apartment alterations at the existing single-family dwelling at: Location of property: 55465 Main Road, Southold County Tax Map No. 1000 - Section 62 Block 1 Lot 14.1 Is returned herewith and disapproved on the following grounds: The proposed alterations on this non-conforming 18,779.86 sq.ft. parcel in the HB District is not permitted pursuant Condition#2 of ZBA file#4317 states: "There shall be no habitable floor area and no business activities in the subterranean area(basement or lower area)." The proposed floor plan for alterations to the apartments show the lower level to be fully habitable main living spaces utilized by one of the apartment units. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A APPEALS BOARD MEMBERS OSuffOL��'OG Southold Town Hall Gerard P. Goehringer,Chairman o y� 53095 Main Road Serge Doyen,Jr. W = P.O. Box 1179 James Dinizio,Jr. O .F Southold,New York 11971 Robert A. Villa Fax(516)765-1823 Lydia A.Tortora �l �a Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS AND DETERMINATION Appl. No. 4317. Application of EDWIN and DONALD TONYES. 1'his is a request for a Special Exception under Article IX, Sectioh I00-91B, for permission to convert existing building in this Hamlet-Business (1113) Zone District. ' The_ subject lot with existing houst, contains a total area of 10,615 sq. ft. an is, identified as _ 07-92-17T .- The applicants also have an interest in an adjoining tot identified as 1000-62-1-13 containing approximately 10,500 sq. ft. in area which is being offered in this project to increase the available land area. Both lots are located on the north side of the Main Road, Southold, and are in the HB Zone District. WHEREAS, public hearings were held on July .12, 1995, and September 13, 1995, at which times any and all persons who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Beard members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. APPLICANT'S' REQUEST: This application is a request for approval of one of the following uses: (a) two-family dwelling use with retail store, referred to as "A"; - (b) three-family dwelling, referred to as "B"; or - (c) tWo separate aparhaents for renta purposes, referred to as tic if 2. EXISTING PRINCIPAL USE: The existing buil.dhig is shown on the town's records as 1-1/2 story construction, plus: one story at the rear portion of the building. A Certificate of Nonconforming Premises No. Z13809 issued. August 31, 1985 inndietites that the property is permitted to be used as a one-family dwelling with accessory buildings in what was then zoned B-1 (xeneral Business,"'-tias i min the July 17; C'_ 1985 survey prepared by Pecoruc Surveyors, P.C. Page 2 - Appl. No. 43.17 Matter of EDWIN and DONALD TONYES Decision Rendered October 11, 1995 3. SIZES OF BOTH PARCELS: As part of this application, the applicants are offering the merger of two separately owned parcels, as follows: (a) the easterly parcel of 60.50' x 183.91. which is improved with a dwelling structure and accessory buildings; (b) the westerly vacant parcel which consists of a size of,,, 40' x .182+- feet. Borth parcels are located in the HB - Hamlet Business Zone !)istriet. 4. OCCUPANCY: inspection by Board �Member,, shows that there is more than tenant renting an apartment on the prt:mises. Concerns have been raised (in writing) by one of the tenants which will need to be addressed by the owner with the enforcement officer (or building inspectors). These letters have been transmitted to the enforcement department since enforcement is not under the ju t•isdiction of this Board. 5. CODE PROVISIONS: The code provisions r olativo to the use requested by applicants are noted as follows: a) Section 100-9111-2 for a three-family une, also referred to as a multiple dwelling; b) Section 100-9111-2 for a two-family rise in conjunction with a retail store; c) Section 100-91B-2 for two apartments in lieu of a three-family use since a three-family use would require: 60,000 sq. ft. of land area; Applicants are offering a second parcel for a double use (two apartment units). 6. OTHER CODE SECTIONS: Other provisions applicable to the Hamlet Business Zone District are as noted below: a) Section 100-91B-4 which would permit an apartment over retail store or professional office subject to the following requirements: . . .a. The explicit written approval of the Town Fire- Prevention Inspector shall be obtained for the design, location, access and other safety-related elements of every such apartment. No apartment shall be permitted over filling stations, stores retailing flammable or fume-producing goods, restaurants•or other businesses with kitchens or other facilities producing intense heat or any other establishment which the Fire Prevention Inspector determines to pose a greater-than-average brailt-in fire risk. . . .b. The habitable floor area of cacti apartment shall be at least four hundred fifty (450) square feet, but in no case Page 3 - Appl. No. 4317 _ Matter of EDWIN and DONALD TONYES Decision Rendered October 11, 1995 more than seven hundred fifty (750) square: feet. The apartment shall not be located on the first fluor of the building, and the apartment shall contain all services for safe and convenient habitation, meeting the New York State Uniform Fire Prevention and Building Code :uad the Sanitary Code. C. There shall be no more than three (3) apartments created or maintained in any single building. .. .d. Each apartment, or common hallway -.-iervicing two (2) or three (3) apartments, shall have a separate access to the outside of the building, which must bo distinct from the access to uses on the first floor. .. .e. Each apartment shall have at least ono (1) on-site off-street parking space meeting the standards of this chapter, conveniently located for access to the apartment. ...f. Only the owner of the building in w 1 dch it is proposed to locate the apartment(s) may apply for this special permit. The Board of Appeals shall require that that such applicant execute such agreement:;, contracts, easements, covenants, deed restrictions or other legal instruments running in favor of the town as, upon recommendation of the Town Attorney, the board shall determine to be necessary to ensure that: (1) The apartment, or any proprietary or tither interest therein, will not be sold to the tenant or any other party, except as part of a sale of the entire building in which the apartment is located. (2) The apartment is made available for year-round rental. (3) The apartment is properly constructed, maintained and used, and unapproved uses are excluded therefrom. (4) Any other condition deemed reasonable and necessary to ensure the immediate and long-term success of the apartment in helping to meet identified housing needs in the community is complied with. 7. STANDARDS: The Board Members have considered the ail standards for a Special Exception, and find that: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts Page 4 - Appl. No. 4317 Matter of EDWIN and DONALD TONYES Decision Rendered October. 11, 1995 due to the established uses of mixed business, residential, and varied retail uses in the immediate area; B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts due to the (mtablished mixed business, residential and retail uses in the immediate area and the fact that the zoning code legally provides for this use; C. That the safety, health, welfare, comfort, convenience or order of the town will not be adversely affected by the proposed use and its location because it is an authorized hamlet use and the property will become larger when merged with the adjoining westerly parcel (1000-62-1-13 & 14 combined); D. That the use will be in harmony with and promote the general purposes and intent of this chapter; E. That the use will be compatible with its surroundings and with the character of the neighborhood and of i 1je community in general, particularly with regard to visibility, . . ale and overall appearance; F. That the building in which the propo.:od use is hereby authorized is readily accessible for fire and police protection (the fire department is three parcels distant from this property and the building must meet all fire code regulations). In making this determination, the Board Members also considered the following: A. The character of the existing and prc;bable development of uses in the district and the peculiar suitability of such district for the location of any such permitted uses. B. The conservation of property values and the encourage- ment of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. Page 5 - Appl. No. 4317 Matter of EDWIN and DONALD TONYES Decision Rendered October 1.1, 1995 E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odor.,;, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the town or by other competent governmental agencies. H. The necessity for bituminous-surfaced :;tjace for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefore or by the inaccessibility of the property or structures i hereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persorrs upon such plot. J. Whether the use or the structures to be used therefore will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipatmsd operation and expansion there-of. L. Whether the use to be operated is unrc m.;ouably near to a church, school, theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and :;careening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or Page 6 - Appl. No. 4317 Matter of EDWIN and DONALD TONYES Decision Rendered October 11, 1995 processes and without risk of pollution to groundwater and surface waters on and off the site. 9. DENIAL OF PLANS A AND B: The Board determines further that the ,app caTi nts'`iwo remaim requests for multiple uses by Special Exception is hereby denied for the following reasons: a) the land area requirement for each unit .is 20,000 per use, or 60,000 sq. ft. - this project does not meet this requirement at 19,500+- sq. ft. of total land area (even while me:rl;ing both parcels into one lot); and b) a building construction plan of the proposed layout of the building certified by an engineer as required by the State fire and building codes has not been submitted for coordination and further consideration; c) new entrances to the building, new driveway and other site plan elements have not been submitted for consideration, and coordination has not been made possible with the Town Planning Board who also would appear to have jurisdiction for multiple-use applications for site plan approval. 10. The second part of this request is for an area variance relevant to the size of the property at 21,430 sq. ft. which is less than the code requirement of 80,000 sq. ft.. of land area for a two-family dwelling (ref. Zoning Code Bulk Schedule). In considering the variance application pertaining to the nonconfor•mities of the lot which has existed for more than 40 years (including lot size and other nonconforming setbacks of the principal building), the Board also finds and determines: (a) that the essential character of the neighborhood will be not altered by the grant of the relief requested sinco this property is substantially larger (double) than the properties in the neighborhood with single uses; (b) that the relief as requested is the minimum necessary to afford relief to the applicants; (c) the difficulties claimed do not violate the permitted lot size or setback schedules of the Code pertaining to improved, preexisting nonconforming lots; (d) that there is no alternative which is feasible for appellant to pursue other than this variance since r here is no other land area available; Page 7 - Appl. No. 4317 Matter cf EDWIN and DONALD TONYES Decision Rendered October 11 , 1995 (f) in considering all of the above factors, the interests of justice will be served by granting a Special Exception for two apartments in a single building, as conditionally noted below. Accordingly, on motion by Chairman Goehringve, seconded by Member Tortora*, it was RESOLVED, ,that Plans A and B are hereby DENIED for the reasons noted above, and BE IT FURTHER RESOLVED, that alternatively (as agreed by applicants), Plan C for two apartments**within a single building, be and hereby is GRANTED A SPECIAL EXCEPTION, SUBJECT TO THE FOLLOWING CONDITIONS: 1. Applicants shall furnish to the Board of Appeals a copy of a fully signed and recorded deed describing both parcels, identified as 1000-62-1-13 and 14 as a single lot prior to ob4iining a building permit from the building department d , r t obtauiing a certificate of occupancy for the (proposed) two apartments; There .s -"ll.=be no_ habitable_flpor area and_ _no business-1 _ acfivltiesw the Lb rranian area:,(-,4Aseiaerit br lower Sar a)'; 3. The detached garage must remain accessory and incidental to one of the apartments and is not permitted to be used for separate rental purposes; 4. That the Building Inspector is hereby asked to inspect the conditions of the shingles on the easterly side to be brought to code (replaced) as determined by him to be proper; 5. That the two apartments conditionally approved shall be subject to the 9/22/95 building inspector's Ietter or compliance and Joseph Fischetti's engineer report, as well as all other applicable codes and regulations; 6. That the two apartments conditionally approved herein shall be / above grade (not basement apartment area) as required by codes. located properly Ik GER RD P. EHRINGE , CHAIRMAN **Apartment defined as a hous5Weping or residential unit. i RECEIVED AND FILED BY THE SOUTHOLD TOWN CLERK DATE 10l1q q� HOUR 1 � Town Clerk, Town of Southold Yc�SU BUILDING DEPARTMENT- Electrical Inspector ¢f0C r'Oho C�G4 a, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 a{: Southold, New York 11971-0959 t'�y,► s p�,rr! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov - seand(CDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z zoZ Company Name: Co 7/ A Electrician's Name: p License No.: r -S2.f� �-� Elec. email: (T `�L° / n Elec. Phone No: r ff 21 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: v ,1 Address: ? ao Cross Street: Phone No.: r- S Bldg.Permit#: 44 2 / email: Tax Map District: 001 0 Section: � Block: Lot: BRIEF DESCRIPTION OF W RK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): (per y✓��d� /�- 11r+�. ���" Square Footage: 1&6W Circle All That Apply: Is job ready for inspection?: 01"YES ❑ NO ®Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service[--]Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1),3 ) a 3 a,�ok 1,SS � c 1 Z=_ �,r��guFFOl��o BUILDING DEPARTMENT-Electrical Inspector ff °cm y�y TOWN OF SOUTHOLD o ® Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 _- 01e Temporary Certificate # ±q1 Date 4 —1 0 2023 Customer Name Electrician Name J Address J� 6s �DL� P Zold Phone ----------- e-mail,, n ` e-mail 5 eI'&WL;1�0111e(et-�I rncvcLj ( 4rn Phone 5 & S' — s y icense# � - S �� Size A Phase t Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abo e. Authorized by ---------------------------------------------- ING DEPARTIVIE �y ) TOWN OF Town L�a1I Annex 5437a ;'�` �L��L� 'Southold; New __ f/ p�- Aiephone (631) 765-1 f rogerr(a�southoidtownny.gov- APPLICATION FOR ELECTRICAL 1I d✓' a hI►�V ELECTRICIAN INFORMATION (All Information Required) Company Name: 5.th Generation Electric Inc � + Electrician's Name: Marcus A.'Fink` License No.: ME-58846 Elec. email:5thgenerationelectric@gmail.com Elec. Phone No: 631-514-4769 21 request an email copy of Certificate of Compliance Elec. Address.: 29 Wildwood Trail Riverhead, NY 1190-1 JOB SITE INFORMATION (All Information Required) Name: Angel O�V�`r� � RO S Address: 55465 Main Road So uthold, NY 11971 Cross Street: Boisseau Avenue Phone No.: 516-695- 595 Bldg.Permit#: 1 j email:amplaza27@gmail Tax Map District: 1000 Section: Block: / Lot: g _ �TION - B nd fr'�'v°RF FnnTAr Please Print Clearly): .-,V-- v,�v€`*-°'-r �--- ammeter vuithd'isconr,►ec aeedin• an existing pal Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑✓ NO Rough In Final Do you need a Temp Certificate?: Fv� YES NO Issued On Temp Information: (All information required) Service SizeFv_11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# Q New Service]Fire ReconnectOFlood Reconnect Oservice ReconnectOUnderground R Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT P Address: SwitchesOutlets , l `; ' GFI's Surface l Sconces �� 1 H H's Itt+ Ttt+'. L UC Us Fans Fridge HW Exhaust I Oven W/D —Smokes DW ll Mini Carbon Micro Generator Eombo `�+' Cooktop Transfer aC AH Hood Service Amps Have Usec A :omments S.C.T.M. NO. DISTRICT: 1000 SECTION: 62 BLOCK: 1 LOT(S): 14.1 LAND N/F OF JOEL DALY N 76048'23" E N 75000130" E 44.50' S4.12' _ OVERHANG 6' STOCKADE FENCE MON. 0.1'S ALONG LINE OVERHANG 0.3'S F rn 1.2'S U) p 0 o cn m a w Z 6 0 � 0 N 0 w z V Z O m = > N 0.6' tTl O 0 M O 00 C) o='.'. N.•.•,GARAGE;':•.�::'.• g � 44.5' •:•:8.2':: 1.7' U J J �7- OR`J�IP E z � 0 0-1'S.�pN 0 Z Cn g cc WOOD CONC. O M.H.Q DECK C.E. Z Q O w: ::;• o 00 cV 0 g,2''• a � 0 z � � 2 STY FRM.:,.':'•'. o DWELLING=;. .00: 6.4'..:.:.:.#55465'-'•'::.o�: i Cl a CD 23.5':.':':''• 2.3' D BRICK PATIO 00 84.50' MON. MON. r.'.: •..'. ; ° :. GONG. SIDEWALK;` �u.P. S 7705740" W 105.04' APRON 'dU.P. CONC. CURB MAIN ROAD NYS ROUTE 25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 18,779.86 SQ.FT. or 0.43 ACRES ELEVA77ON DATUM: UNAU77-IORIZED ALTERATION OR ADD177ON TO 77-IIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STA TF EDUCA 77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 0774ER IMPROVEMENTS: EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SOUTH HOLDING PROPERTIES, LL ; MAP OF: FIRST NATIONWIDE TITLE AGENCY LLC; FILED: AMTRUST TITLE INSURANCE COMAPNY, SITUATED AT: SOUTHOLD HANOVER COMMUNITY BANK; TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-57 SCALE: 1 '=20" DATE: MAY 21, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth H. Woychuk SITE PLAN FOR 55465 MAIN ROAD CYCC.csSor y i� SITUATE �rJ SOUTHOLD TOWN OF SOUTHOLD f.�`•... ` --- N- - �- SUFFOLK COUNTY NEW YORK SUBJECTG� E,, F DALY t -= M S.C. TAX No. 1000-62-01 -14.1 PREMISES �g JOoWEU�c SCALE 1 "=20' 5•�.ti5 c^ JUNE 28, 2021 !+ DECEMBER 9, 2022 REVISE PROPOSED SEPTIC SYSTEM �"P' `'��� 1 JANUARY 19, 2023 REVISE PROPOSED SEPTIC SYSTEM 110 5�•12 AREA = 18,780 sq. ft. ; 'o f-k !! E 0.431 cc. .fig'23 N IA �6 ' KEY MAP A141.50 ��G RpOs � � w, a SCALE 1"=600' N � 1 All o 5" 120 +G '25' \ t� r- �, n NOTES: \ \ ° N "x 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o3S C c o EXISTING ELEVATIONS ARE SHOWN THUS: xx.x 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 FAMILY HOUSE WITH ACCESSORY APARTMENT (8 BEDROOMS) IS 2,500 GALLONS. \ \ E y to 1 TANK; 10' DIA. 5' EFFECTIVE DEPTH. \ ' a MINIMUM LEACHING SYSTEM FOR A 1 FAMILY HOUSE WITH ACCESSORY APARTMENT (8 BEDROOMS) IS 600 sq ft SIDEWALL AREA. 2 POOLS; 12' DEEP, 8' dia. 1 STOR't FRAME op PROPOSED 50% FUTURE EXPANSION POOL O t GARAGE 7A 2D.1' E PROPOSED 8' DIA. X 12' DEEP LEACHING POOL PROPOSED 2,500 GALLON SEPTIC TANK W B.2 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4. ALL BUSINESSES AND DWELLINGS WITHIN 150' OF SUBJECT PREMISES ARE CONNECTED TO PUBLIC WATER. 5. EXISTING SEPTIC SYSTEM TO BE PUMPED CLEAN AND EITHER REMOVED OR FILLED WITH CLEAN SAND. 27.3 6. THIS PROPERTY IS IN GROUND WATER MANAGEMENT ZONE IV IL CONC• D L/1 O0K G AVol O T�Jl Wp•tHOIE_0 N o N a PROPOSED SEPTIC SYSTEM DETAIL HOUSE 8'TRAFFIC BEARING TOP (NOT TO SCALE) G 0�\O /APPROXIMATE\ O�+ N" F.FL�,� 4' DEEP max. t24-.dH ED GRADE FINISH GRADE 1>s r `,t7\ja I LOCATION OF I N p� 1n .-, �S a, ELLY.24.5 fV EXISTIN6 SEPTIC �' 7a a 1��. PRECAST REINFORCED CONCRETE COVER ft Z�" 5Y5TEM TO BE i ^N 'o ,y ` BURIED i' DEEP min. 2' DEEP max. HEAVEY DUiY, LOCKING, WATERTIGHT 8 INSECT PROOF 24'do. HEAVEY DUTY, LOCKING, WATERTIGHT& INSECT PROOF ABANDONED/ o AO i IRON COVERS 1a GRADE CAST IRON COVERS TO GRADE ►-� \ tA y \ m O 0 f 20'min MIN. 4'dio. BEARING,C 3. CLEANOUT O'min. t TOP ELEV-2-4. APPROVED PIPE tow. GX PITCHED 1/8-/1' 8 . >N n` IN. 8 dia. �: 0 3' CLEAN 23.8' 2' MINIMUM CAST PITCHED 114'71' a� COLLAR '�P O INV. EL APPROVED IP -~ • 4' d�• SAND IRON PIPING TO 11 FOUNDATION ED RATIO T FROM pFyi 3�+ FLOW �yl�= p- PIPE • N� i r O't ;' ° B' BAFFIF G �I 6.5 w C a I 10,�J _l I 8' 1 3 HIGHEST EXPECTED GROUND WATER w 2 5Toa1 2z� (p SEPTIC TANK (1) ELEV.,0.11 Inn t f F FL 0 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 FAMILY HOUSE WITH ACCESSORY APARTMENT IS 2,500 GALLONS. • i TANK; 10' DIA, X 5' EFFECTIVE DEPTH o 23.5 oy f OVER" J 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 pal AT 28 DAYS. LEACHING POOLS (2) 100 �TjIY (r ��GJD 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', ATOP THICKNESS RESIST 8'AND A BOTTOM THICKNESS OF 47. M1N'�1 1CK PAnO A . WIRE a 4.ALL JOINTS SHALL BE EALED SO THAT THE TANK IALL WALLS. BOTTOM AND TOP SHALL CONTAIN S WATERTIGHT.RCING TO APP"ED FORCE OF 300 par. 1.21N��L 2' Dom.ING S' cli FORA 1 FAMILY HOUSE WiTH ACCESSORY APARTMENT IS 800 sq ft SIDEIMNI AREA. C� a. 5.THE SEPTIC TANK SHALL. BE INSTALLED AT LEVEL IN ALL DIREC1ONS (WITH A MAX. TOLERANCE OF t1/47 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. Z 4 8. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4.A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5.AN 8' min. DISTANCE BETYE7]d ALL LEACHING POOLS SHAD. BE MAINTAINED. W _ 5 1JT111� 8.AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. �}f ! pOIE 0 Zo T TL T HOLE O 05,04 N„ CONC•SIDEH VEST HOLE DATA Z CURB (TEST HOLE BY NATHAN T. CORWiN 1/1 L.S. 0611512021) 40 w ANC , �'e 57 WATER \N STREET 5) OL DARK BROWN LOAM " R . � J f� R 0 SM BROWN SANDY LOAM PU-5uC WAS 1AP1N 2.2' �E pug 10EWA ER g l sP PALE BROWN N.Y.S. Lic. No. 50467 USES COURSE SAND RESTAURA WATER Nathan "aft Corwin III �y USES PUBLIC EL. 7.5' 17 CAL SOC,t„ Na GROUND WATER ENcouNTEREo Land Surveyor 11lSTORPUgE�C WATER EL 5.5• I 75• Successor To: Stanley J. Isaksen, Jr. L.S. USES HIGHEST EXPECTED GROUND WAnR Joseph A. Ingegno L.S. TEST WELL No. USCS 4057 �n7 a �+701 e 4�t.t Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OMCES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jomesport, New York 11947 E-Mail: NCorwin3Caol.com -1 1 SURVEY OF 55465 MAIN ROAD SITUATE PJ� SOUTHOLD TOWN OF SOUTHOLD F SUFFOLK COUNTY, NEW YORK SUBJECT ELODALY S.C. TAX No. 1000-62-01 -14.1 PREMISES EXj\N , S S�P�B�\C wa�ER SCALE 1„=20 u J U N E 28, 2021 ++ DECEMBER 9, 2022 REVISE PROPOSED SEPTIC SYSTEM �y►�` �4"� ;� 9` GF oGyo JANUARY 19, 2023 REVISE PROPOSED SEPTIC SYSTEM APRIL 20, 2023 REVISE PROPOSED SEPTIC SYSTEM yid o N 5�• SEPTEMBER 29, 2023 AS-BUILT FOR SEPTIC SYSTEM +� OCTOBER 25, 2023 UPDATE MAP N ,6e Q$5o3 (/1 NOVEMBER 28, 2023 ADD BASEMENT WINDOW WELL KEY MAP R� A AREA - 18,780 sq. ft. p " 1.25 W, y 0.431 ac. `� SCALE 1"=600' N o RpG 5 \ p '.z o �, SEPTIC SYSTEM TIE DISTANCES {, .0 0 0� S.C.D.H.S. REF. No. R-23-01 16 (iEC - iJ - z COVER HOUSE CORNER "A" HOUSE CORNER"B" \ \ \ �ARA�E 4 SEPTIC TANK , p6'W e OUTLET COVER 39 29 0 0 2a.1' 'z, N r CESSPOOL , 1 0% STORY "' COVER 1 51 31 O 1 0 FRAME GARA E CESSPOOL 43 16, ' DRY gu��"� COVER 2 p�AGE 1.7 W i' m w vm BY i 44.E i 9 0 9 CEL�R G m 18.3 o �Z 4.0 0 Mp50NR� 9��K �G1 100, is p -A0 b O O 1ONN pW WEU 1\y g.2 r �ypN 0-n 2.5�p�C TA"K O 1c, tit D SE O 2 r[ORY 2)2.3 CP 0 ¢ rn Q o? gR1\cK w g4.50, PA'�p 03 A. W N .a50x O 7' co"c c�Rg y � '�.PFT•C09 �� 0 5 1-0 '� Pow 5 77 ATER tN STREET Z �; .� R - � •;.W •; A Vs c\W4 UPS 0 ri " ®s .�05046� 1�-A GE CENTERR yr ftd/;� • ®�o`. RkyER U6 C WATE j t N.Y.S. Lim. No. 50467 USES P u P\jS RC WATER Nathan�` Taft Corwin III USES Soy, Land Surveyor HISjOR\UB Ac WATER Successor To: Stanley J. Isaksen, Jr. L.S. VSES P Joseph A. Ingegno LS. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport. New York 11947 Jamesport, New York 11947 E—Mail: NCorwin3®aol.com 41-171 SITE PLAN FOR CC( w 55465 MAIN ROAD SITUATE P. J SOUTHOLD TOWN OF SOUTHOLD �a N/oI SUFFOLK COUNTY NEW YORK T ti U.,£:w SUBJECT 0E+L LY - V�. ., -" - PREMISES J �WEL4ING S.C. TAX No. 1000 62-01 -14.1 p� `gam USES C WATER �, � pUsu SCALE 1 =20 JUNE 28, 2021 �Q" E DECEMBER 9, 2022 REVISE PROPOSED SEPTIC SYSTEM 5° QO JANUARY 19, 2023 REVISE PROPOSED SEPTIC SYSTEM N 7 5q..12 APRIL 20, 2023 REVISE PROPOSED SEPTIC SYSTEM „ SEPTEMBER 29, 2023 AS-BUILT FOR SEPTIC SYSTEM 6° U7 OCTOBER 25, 2023 UPDATE MAP ri 7 44.50' AREA = 18,780 sq.0.4311 a. ft. KEY MAP sue°R°oF zs SCALE 1"=600' SEPTIC SYSTEM TIE DISTANCES - �NCE pM �, nx S.C.D.H.S. REF. No. R-23-01 16 s ���\ COVER HOUSE CORNER "A" HOUSE CORNER"B" � ^� SEPTIC TANK CE 3 1 1pGE r OUTLET COVER 39'GW 29' 1 0 2o.p6w z, CESSPOOL q1 COVER 1 51' 31' 1-3 , o STOPI TA CESSPOOL FRAME 43 o p, GARAGE COVER 2 ' 16' DRY BUIIDING Y� 20.1, pGE W. w o� BY a m 0 a -0 �4 !�o oNRY g1°CK y l j 1 O o� r 'Z N 10 �NRpCE SY 2rj C 12 pyaK O ap }`4v'i;" nrsLb!_•i�:F L. ter ' }r� s nE A S I NG L C FAINI I 1_ a o ra d+ G O cr Iaate: t4QV m O B . j � et :c .,.,;a Y, �.� t r�C}:, !y f rtr_i¢n`may-,t this Ioc�,.1 have h^en p c C 2 Ic gRl IR i Y'rce y€,,li s' F� nF': ILl CAP - i'y Ppf10 found to ?Svt: r 'Icke s ; OP:,S TOTAL Alp 00 N•p ` Q N p VAO� ARE SL•d , p01E qV C?A!G i9tii•, ;°L :z .E C:N!E F N p(PPN51oN �Qr;�.04 ---�.Ca.r}a <,. `^���,Kr.,�_». . �x s: 0 rpN- SIoEwnt 0:NEW ° r S 77 57,QrQ coNc. c�Re STREET �pFT Co i-OV WATER IN R ,r. posoc (�� - I1 PUBLIC WA ERN � Eo 5046••5���@ TER LANrJ ®°s REVEQAGE �Ew ATER '=1 t i fill, USES po N.Y.S. Lic. No 50467 RESTAURA WATER Nathan Taft Corwin III USES pU61.1C soc► v Land Surveyor "ISfl%360C WATER USES Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 E-Mail: NCorvwin30aol.com 41-17 B Dwyer, Nancy From: Dwyer, Nancy Sent: Thursday,August 19, 2021 4:01 PM To: Evan Yerasimou Subject: 55465 Main Road Southold Hello Angelo, Sorry our call was just disconnected, I believe we had a bad connection, I was having trouble hearing you. I was calling about the 55465 Main Road Southold property. The application is on my desk for the as built alterations to the 2 apartments. Unfortunately I can not approve this for a permit as its presented. When this home was approved as 2 apartments,one of the conditions of the Zoning Board was NO living space was to be located on the lower level of the structure. The plans are showing all the main living space of one of the units as being located within this lower level. Your options are to go before the Zoning Board of Appeals and request they remove this condition of limiting the living space OR you will have to provide us with a plan showing it completely removed, and the apartment spaces limited to just the upper levels of the home. Additionally,this application requires you to obtain Health Department approvals for a 7 bedroom home. If you have any questions, please feel free to reach out to me tomorrow. Thank you, .Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Dwyer, Nancy From: Dwyer, Nancy Sent: Monday, December 6, 2021 8:49 AM To: amplaza27@gmail.com; 'rarchibob@aol.com' Subject: 55465 Main Road Good morning Angelo, I have been reviewing your plans, and your revised plans for the proposed alterations. I have also been discussing the application and drawings with inspector John as well. Please note,at this time we need additional documents from you, as well as a revision to your drawings. When granting the special exception of these two apartments, zoning specifically conditioned that there should be no habitable floor area in the basement/lower level. Your plans currently show the back apartment having a full, open staircase down to that lower level. The plan of that lower level reads"existing open area". This is not acceptable and goes against the zoning approval. If the back apartment has this staircase within it, it can go downstairs to an unfinished, utility/laundry room only. The stair must be closed off by way of an insulated door at either the top or bottom area. The remaining basement area must also be closed off so this back apartment does not have any access to it. Additionally,the septic system needs to be addressed. The approval is for a 1 bedroom apartment and a 2 bedroom apartment(total of 3 within the house)..your proposed plan shows each apartment having 2 bedrooms(total of 4 in house),and you have a prior rental application which suggests this is a 5 bedroom home. This change in bedroom count will require Suffolk County Health Department approvals for a proper sanitary system. Upon receipt of your revised basement plan and health dept. approval,we can complete the plan review to issue a building permit. If you have any questions, please feel free to reach out to the building department. Thank you, Nancy DivyeY Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 69 C2 10/0 41, 00,Z- LV L9 I 5�1 q-7 _ I r f i i i j i I f f 6e- AIV4L �Q�gyq ` '`Y ��,r•� �� L I i Lip tv, r4 d LldiW AMA � � r w 1 1 I I i f ' ff I f i E i - I I 1 i 0 �N O .0 O , 6 Ll ILA ............ JUN C9 I JV ..... ..... LA. w�l ' JUN 8 ZOO A l•3r 1. 0 - 8 �-- di --� S UP ` \ LNWO hH FA • �+�is n � 3� �o � Client#: 95347 SENTAUT1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/26/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Commercial Support Edgewood Partners Ins. Center PHONE , ,Ext: 631-390-9700 FAXNo: 631-390-9790 40 Marcus Drive AD 3rd Floor ADD RESS: NEcertificates@epicbrokers.com 3r Melville, NY 11747 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Champlain Specialty Insurance Company 16834 INSURED INSURER B: NorGUARD Insurance Company 31470 Sentry Automatic Fire Protection Inc.735 Flanders Road INSURER C Merchants Preferred Insurance Co. 12901 Riverhead, NY 11901 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER ADDLSUBR MM/DID//YYYY MMIDIDY� LIMITS A X COMMERCIAL GENERAL LIABILITY CSSECGL000080701 07/31/2022 07/31/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE 7 OCCUR PREMISES Ea occurDrence $100,000 X BI/PD Ded:7,500 MED EXP(Any one person) $ X Contractual Liab PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY ^ PRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ C AUTOMOBILE LIABILITY CAP1064214 01/12/2023 0 1/12/202 Ea McBcdeDtSINGLE LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ B WORKERS COMPENSATION SEWC492392 01/12/2023 01/12/202 X STATUE OTH- AND EMPLOYERS'LIABILITY Y/N IER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 NY-25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S5509734/M5058863 SON01 i Bulletin 135 April 2021 lr O Model F1 Res Series Glass Bulb Residential Sprinklers cULus Listed V/ Features Important Note: Model D wrench a M d I Gftr n cULus Listed Residential Sprinklers are no longer compatible with this product.- odel W2(i .c 202 • Available in pendent and horizontal sidewall orientations recessed)and Model W4(recessed,conceale, �� • Decorative finishes available,including recessed so D escutcheons and conical concealed cover plates 0.1 Product Description Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element.A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The F1 Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626.They are intended for installation in accordance with NFPA 13, 13R,and •. ;' ' 'G- ° i 13D. i, Application The Model F1 Res Series sprinklers cULus Listed Residential"'."". sprinklers are intended for use in accordance with NFPA 13, NFPA 13R,or NFPA 13D.The Model F1 Res residential sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy,where permitted by the design density shall be a minimum of 0.1 gpm/sf(4.1 mm/ NFPA 13, NFPA 13R,or NFPA 13D.For NFPA 13R and NFPA min),but in no case shall the flow and pressure be less than the 13D applications,the design flow and pressure shall not be minimum flow and pressure specified in the Listed Design Criteria less than the minimum flow and pressure specified in the Listed tables in this bulletin.Model F1 Res Series sprinklers are listed for Design Criteria tables in this Bulletin.For NFPA 13 applications, use in wet systems only. Residential Sprinkler Summary Sprinkler K-Factor Sprinkler Identification Orientation gpm/psi'rs Thread Size Installation Options Max.Coverage Area ft Model Number(SIN) (Ipm/bar'2) NPT or ISO7-1 x ft(m x m) F1 Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16(4.9 x 4.9) F1 Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed 14 x 14(4.3 x 4.3) F1 Res49 CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed * 16 x 20(4.9 x 6.1) F1 Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1 Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 14 x 26(4.3 x 7.9) Note:Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). www.reliablespdnkler.com Model F1 Res1 Residential PendentSprinkler •.- Escutcheon Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads:1/2"NPT or ISO7-1 131/2 Sensitivity - yN, Nominal K-Factor:3.0(43 metric) Fast-response .. Max.Working Pressure:175 psi(12 bar) Temperature Ratings K. .. , ,✓� _ 155°F(68°C) Material Specifications 175°F(79°C) ,Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy P Y F2 Recessed _ :•.. .iJ" �,:• .. Button;Cgpper Alloy FV Recessed` {• ,� -�"' " 'f�ealing,Asse'mbly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 �a Deflector:Bronze Alloy Model W4(Recessed) *Note:Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res30 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) DIA. Face of fitting 1-15/16° to finished 4(49mm)DIA. ceiling 1/7(13mm) Threads +/ 1/4°(6mm) Wrench Flat W Sealing Assembly 2-1/4° 03M Glass Bulb (57mm) i Load Screw 11/4"(6mm) Deflector 1-1/4° � I (32mm) 2-7/8'(72mm)DIA. Components Dimensions F2&FV Recessed Escutcheon Installation Model F1Res30 Residential Pendent Sprinkler Hydraulic Design Criteria - c Minimum Flow and Residual Pressure in Wet Pipe SystemsM Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance i 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 14 x 14(4.3 x 4.3) 10(38) 11.0(0.76) 1 to 4 inches 15 x 15(4.6 x 4.6) 12(45) 16.0(1.1) (25 to 100 mm) 16 x 16 (4.9 x 4.9) 13(49) 18.8(1.3) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 2 of 15 April 2021 e1`a www.reliablespdnkler.com Model .ential Sprinkler&Models Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads:1/2".NPT;or,.S 7.1R1/ rrr�.3'h ° I Q,, �r, vy;is:dF;r«"x cten$.lit3F13i�t46� F € e"r }§Rk#4.i�fhs +i� Nominal K-Factor:4.9(71 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) '. 1:, i Material Specifications 175°F(79-C) Thermal Sensor:3 mm glass-bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed Sealing Assembly:Nickel Alloy with PTFE FV Recessed* Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4°(57mm) 2-1/4'(57mm) DIA. Face of fitting4(49mm)DIA. Face of fitting 1-16/16' to finished1-16116' to finished (49rn DIA. ceiling DIA. ceiling 5/8'(1 6mm) 1/2'(13mm) +/-3/8"(9mm) +/-1/4"(6mm) 03M 2-1/4" (57) ' 1-3/4'(44mm)+/- 1-5/8'(41mm)+/- I 1/4'(6mm) 3/8'(9mm) 1-1/4' (32mm) 2-7/8'(72mm)DIA. 2-7/8"(72mm)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems0) Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 13(49) 7.0(0.48) 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16(4.9 x 4.9) 13(49) 7.0(0.48) 1 to 4 inches (25 to 100 mm) 18 x 18(5.5 x 5.5) 17(64) 12.0(0.83) 20 x 20(6.1 x 6.1) 20(76) 16.7(1.15) 12 x 12(3.7 x 3.7) 15(57) 9.4(0.65) 14 x 14(4.3 x 4.3) 16(61) 10.7(0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0(0.83) 4 to 8 inches (100 to 200 mm) 18 x 18(5.5 x 5.5) 19(72) 15.0(1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(1.39) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0..1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 3 of 15 April 2021 e �a www.reliablesprinkler.com I Model •' Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) - --- Threads:1/2"NPT or ISO7-1 R1/2 Sensitivity Nominal K-Factor.5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68"C) Material Specifications 175°F 79°C Thermal Sensor:3 mm glass bulb Recessed Escutcheons `'"-_= ,;,..r, ;' ..I7'= ✓i Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed Sealing Assembly:Nickel Alloy with PTFE FV Recessed` Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res58 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) 2-1/4"(57mm) DIA. Face of fitting DIA. Face of fitting 1-15/16" to finished 1-15/16" to finished (49mm)DIA, ceiling (49mm)DIA. ceiling 5/8"(16mm) 1/2"(13mm) +/-3/8'(9mm) +/-1/4"(6mm) 0�511H 2-1/4" (57) ' 1-3/4"(44mm)+/- 1-5/8°(41mm)+/- I 1/4°(6mm) 3/8'(9mm) (32mm) 2-7/8'(72mm)DIA. 2-7/8"(72mm)DIA, Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1 Res58 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems(') Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 16 x 16(4.9 x 4.9) 16(61) 7.6(0.52) 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 1 to 4 inches (25 to 100 mm) 20 x 20(6.1 x 6.1) 22(83) 14.4(1.0) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of.(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 'Page 4 of 15 April2021 AN www.reliablespdnkler.com Model •ential Pendent SprinklerEscutcheons Finishes Technical Specifications a r e T ... ,,.w ,:.•.,;,, ..;.,,-,...,,w..�.:f�ff�^,u��r,:�;�a��+_..:g�=,._'_ '� �+ti�'ii" :� '`a�ii, a�� 3 ��s`• ,��a'���ix�r�a�F•r.�:: Style:Pendent'and ReCe§setl`Pehdent'"` Sensitivity Threads:3/4"NPT or ISO7-1 R3/4 Fast-response Nominal K-Factor:7.6(109 metric) :,✓;-: ,<=a, �. Max.Working Pressure:175 psi(12 bar) Temperature Ratings155°F 68°C 175°F 79°C Material Specifications -,, ;...:.y Thermal Sensor:3 mm glass bulb Recessed Escutcheons �. F1 Recessed Sprinkler Frame:Brass Alloy ' N F2 Recessed Button:Copper Alloy FV Recessed Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4_(Recessed) *Note:Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res76 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) 2-1/4"(57mm) DIA. Face of fitting4(49 Face of fitting 1-15/16" to finished to finished (49mi)DIA. ceiling ceiling 5/8"(16mm) 1/2°(13mm) +/-3/8°(9mm) +/-1/4"(6mm) (pSYN 2-1/4° % (57) 1�/4"(44mm)1-5/8'(41mm)+/- 4/((6mm) 3/8'(9mm) (44mm) 2-7/8"(72mm)DIA. 2-7/8"(72mm)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1 Res76 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systemst't Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 18 x 18(5.5 x 5.5) 21 (80) 7.6(0.52) 1 to 4 inches 20 x 20(6.1 x 6.1) 23(87) 9.2(0.63) (25 to 100 mm) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 5 of 15 April 2021 e a www.reliablesprinklercom Model FI Res30 CCP Conical Concealed Pendent .- Sprinkler SIN R351 Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity Threads:1/2"NPT or ISO7-1 R1/2 Fast-response a Nominal K-Factor:3.0(43 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) 155"F(68"C) Recessed Escutcheons/Cover Plates Material Specifications CCP Conical Concealed Plate 135"F(57"C)* .;.: Thermal Sensor:3 mm glass bulb FP Recessed" Sprinkler Frame:Brass Alloy Sprinkler Wrenches a° Button:Copper Alloy Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy *Note:Model FP escutcheons and CCP cover plates are not listed for use in positively pressurized ceiling plenums. Model F1 Res30 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8'(67mm) 2-5/8"(67mm) DIA. DIA. 2-5/16" 2-5/16" (59mm)DIA. (59mm)DIA. Face of fitting Face of fitting ' to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) +/-1/4"(6mm) +/-1/4"(6mm) 19 i 15/16" 1"(25mm) (24mm) +/-1/4'(6mm) L3-3/16'(78mm)DIA. 3-5/16'(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1Res30 CCP Pendent S FP Recessed Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems") Maximum Coverage Area"' Flow Pressure ft.x ft.(m x m) gpm(I/min) psi(bar) Deflector to Ceiling Distance 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 1/2 to 1 inch 14 x 14(4.3 x 4.3) 11(38) 13.4(0.92) (13 to 25 mm) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of.,(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 Page 6 of 15 April2021 e Oa www.reliablespdnkler.com Concealed Pendent ,Model F1 Res49 CCP Conical Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitiyit :,w Threads:1&'NPT or IS07-1 R1/2 Fast- response , Nominal K-Factor:4.9(71 metric) Temperature Ratings 4 . Max.Working Pressure:175.psi(12 bar) 155°F(68°C) Recessed Escutcheons/Cover Plates :","•";:; "°"";; Material Specifications CCP Conical Concealed Plate 135°F(57°C)* •..,•.•". . • a Thermal Sensor:3 mm glass bulb FP Recessed* Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy *Note:Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1 Res49 CCP&FP Recessed Pendent Sprinkler Installation Dimensions : 2-5/8°(67mm) 2-5/8"(67mm) DIA. DIA. 2-5/16" 2-5/16" (59mm)DIA. (59mm)DIA. Face of fitting Face of fitting ' to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4°(32mm) +/-1/4"(6mm) +/-1/4°(6mm) 15/16" 1"(25mm) (24mm) +/-1/4"(6mm) L3-3/-16"(78mm)DIA. 3-5/16"(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1 Res49 CCP Pendent and FP Recessed Pendent Hydraulic Design Criteria - Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area(2) Flow Pressure ft.x ft.(m x m) gpm(I/min) psi(bar) Deflector to Ceiling Distance 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16(4.9 x 4.9) 14(53) 8.2(0.57) 1/2 to 1 inch 18 x 18(5.5 x 5.5) 18(68) 13.5(0.93) (13 to 25 mm) 20 x 20(6.1 x 6.1) 20(76) 16.7(1.15) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 HOMES' Page 7 of 15 April 2021 www.reliablespdnkler.com ConcealedModel F1 Res58 CCP Conical Pendent&Model FP Recessed Escutcheon Pefident Sprinkler SIN R35,t3 Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent Sensitivity ,� ;• .#a� Threads:1/2"NPT or ISO7-1 R1/2 Fast-response r:a Nominal K-Factor:5.8(84 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) 155"F(68"C) Recessed Escutcheons/Cover Plates R -` Material Specifications " " P� CCP Conical Concealed Plate 135 F(57 C) Thermal Sensor:3 mm glass bulb FP Recessed* Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy . Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy . *Note:Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1 Res58 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8"(67mm) 2-5/8"(67mm) DIA. DIA. 2-5/16" 2-5/16" (59mm)DIA. (59mm)DIA. Face of fitting Face of fitting ' to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) +/-1/4"(6mm) +/-1I4"(6mm) i 1 15/18 " 25mm+/-1/4"(6mm) (24mm) L3-3/16"(78mm)DIA. 3-5/16'(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon installation Model F1 Res58 CCP Pendent&FP Recessed Pendent Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems(" Maximum Coverage Area(2) Flow gpm Pressure psi Deflector to Ceiling ft.x ft.(m x m) (1/min) (bar) Distance 16 x 16(4.9 x 4.9) 16(61) 7.6(0.52) 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 1/2 to 1 inch (13 to 25 mm) 20 x 20(6.1 x 6.1) 22(83) 14.4(1.0) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling With the listed cover plate installed. Bulletin 135 Page 8 of 15 Apri12021 e a www.reliablespdnkler.com Model F1 Res76 CCP Conical Concealed Pendent Technical Specifications Finishes Style:Conical Concealed Pendent and (See Table N) Recessed Pendent SI t1fV( -1F74'reads:Th 3/4"NPT orS07 s- Nominal i' K-Factor:7.6(109 metric) Temperature Ratings . Max.Working Pressure:175 psi(12 bar) 155°F(68°C) Recessed Escutcheons/Cover Plates Material Specifications CCP Conical Concealed Plate 135°F(57°C)' Thermal Sensor:3 mm glass bulb FP Recessed' ` Sprinkler Frame:Brass Alloy Sprinkler Wrenches f' ` Button:Copper Alloy. Model W4 Sealing Assembly:Nickel Alloy with PTFE Load Screw:Bronze Alloy Deflector:Bronze Alloy 'Note:Model FP escutcheons and CCP cover plates are not for use in positively pressurized ceiling plenums. Model F1 Res76 CCP and FP Recessed Pendent Sprinkler Installation Dimensions 2-5/8°(67mm) 2-5/8°(67mm) DIA. DIA. 2-5/16" 2.5/16" (59mm)DIA. (59mm)DIA. Face of fitting Face of fitting ' to finished to finished ceiling ceiling 1-1/4"(32mm) 1-1/4"(32mm) +/-1/4"(6mm) r-- +/-1/4"(6mm) 15/16" 1"(25mm) (24mm) +/-1/4"(6mm) L3-3/181(78mm)DIA. 3-5/16°(84mm)DIA. CCP Recessed Escutcheon Installation FP Recessed Escutcheon Installation Model F1 Res76 CCP Pendent&FP Recessed Pendent Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area Flow Pressure ft.x ft.(m x m) gpm(Iimin) psi(bar) Deflector to Ceiling Distance 16 x 16(4.9 x 4-9) 21(80) 7.6(0.52) 18 x 18(5.5 x 5.5) 22(83) 8.4(0.58) 1/2(13 to 1 inch o 25 mm) 20 x 20(6.1 x 6.1) 25(95) 10.8(0.75) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. The sprinkler must be installed into a ceiling with the listed cover plate installed. Bulletin 135 MEMO Page 9 of 15 April 2021 www.reliablespdnklercom Model F1 Res44 Horizontal Sidewall Sprinkler&Models FV&F2 Recessed Escutcheon SIN R353M Technical Specifications Finishes _f•N, . Style:Sidewall and Recessed Sidewall (See Table N) Threads:1/2"NPT or IS07-1R1/2 Sensitivity Nominal K-Factor:4.4(63 metric) Fast-response yxw Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) Material Specifications 175°F(79°C) - h t Escutcheons l Thermal Sensor:3 mm glass bulb Recessed .' ,j�•�:'` Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy FV Recessed SealingAssembly:Nickel Alloy with PTFE Sprinkler Wrenches Y Y W2l.. t Load Screw:Bronze Alloy Model d R W4(Recessed) ' r Deflector:Bronze Alloy Model Model F1 Res44 Horizontal Sidewall Sprinkler Installation Dimensions �. Face of fitting to finished wall 1-5/8'(41mm) 3/8'(10mm) +/ 1/4'(6mm) +/-1/4'(6mm) 2-7/16'(62mm) Top of Deflector Down from 2-1/4' 1-15/16" (57mm) (49mm) - --- - Ceiling to be Either 4'to 6' DIA. DIA. (100 to 150 mm)or 6'to 12" (150 to 300 mm)Based on 5/16" Hydraulic Calculations (8mm) Dimensions F2&FV Recessed Escutcheon Installation Model F1 Res44 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure In Wet Pipe Systems() Maximum Coverage Area(2) Flow Pressure Deflector to ft.x fL(m x m) gpm(I/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 12(45) 7.5(0.52) 14 x 14(4.3 x 4.3) 14(53) 10.2(0.70) 15 x 15(4.6 x 4.6) 15(57) 11.6(0.80) 16 x 16(4.9 x 4.9) 16(61) 13.3(0.92) 4 to 6 inches (100 to 150 mm) 16 x 18(4.9 x 5.5) 18(68) 16.8(1.16) 16 x 20(4.9 x 6.1) 23(87) 27.4(1.89) 18 x 18(5.5 x 5.5) 19(72) 18.7(1.29) 12 x 12(3.7 x 3.7) 14(53) 10.2(0.7) 14 x 14(4.3 x 4.3) 16(61) 13.2(0.91) 15 x 15(4.6 x 4.6) 16(61) 13.2(0.91) 6 to 12 inches 16 x 16(4.9 x 4.9) 17(64) 15.0(1.03) (150 to 300 mm) 16 x 18(4.9 x 5.5) 20(76). 20.7(1.43) 16 x 20(4.9 x 6.1) 23(87) f 27.4(1.89) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 10 of 15 April2021 el a www.reliablespdnklercom Model FlRes44 SWC Conical Concealed Horizontal Sidewall Sprinkler SIN R353'_ Technical Specifications Finishes y Style:Conical Concealed Sidewall (See Table N) , ..., Threads::1/2"NPTor;ISO:7;;1;,$112. ;a:au <«,:: SBnsltiVitx ? ?a _c�s�: rr3 �,�'# s+ -iy.,, ;.v; •, Nominal K-Factor:4.4(63 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155°F(68°C) - Material Specifications 175°FC°79 ( )(') Thermal Sensor:3 mm glass bulb SWC Cover Plates Sprinkler Frame:Brass Alloy SWC Conical Concealed Plate(2) Button:Copper Alloy SWC-2(Slotted)Conical Concealed Plate(3) N Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W4 Deflector:Bronze Alloy SWC-2 Note: (7)Not for installation where the maximum ceiling temperature exceeds 100°F due to cover plate temperature rating. (2)135°F SWC Conical Concealed Plate for 1550F(68°C)sprinklers (3)135OF SWC-2(Slotted)Conical Concealed Plate for 1750F(79°C)sprinklers Model F1 Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler and Installation Dimensions 1'(25mm) 1'(25mm) +/-1/4'(Bmm) +/-1/4'(6mm) Face of fitting to finished wall 2-5/8' 25/16' - Top of Deflector Down 3 5/16' 87mm 56mm - from Ceiling to be Either ( )( ) - 4'to 6'(100mm to (84mm) DIA. DI A. DIA. 160mm)or 6't mm) 5/16' _ (160mm to 300nun) (fmm) Based on Hydraulic Calculations 1 5/B' (41mm) Dimensions SWC&SWC-2 Concealed Cover Plata Installation Model F1 Res44 SWC Conical Concealed Horizontal Sidewall Sprinkler Hydraulic Design Criteria . - Minimum Flow and Residual Pressure in Wet Pipe Systems(') Ordinary Temperature Rating Intermediate Temperature Rating Maximum Coverage Area(2) 155°F(66"C) 175°F(79°C) Deflector to Ceiling ft.x ft.(m x m) Flow Pressure Flow " Pressure Distance gpm(I/min) psi(bar). gpm(I/min) psi(bar) 12 x 12(3.7 x 3.7) 13(49) 8.7(0.60) 14(53) 10.2(0.7) 14 x 14(4.3 x 4.3) 14(53) 10.2(0.7) 14(53) 10.2(0.7) 15 x 15(4.6 x 4.6) 16(61) 13.2(0.91) -- -- 4 to 6 inches 16 x 16(4.9 x 4.9) 17(64) 15.0(1.03) -- __ (100 to 150 mm) 16 x 18(5.5 x 5.5) 19(72) 18.7(1.31) -- -- 16 x 20(4.9 x 6.1) 23(87) 27.4(1.89) -- -- 12 x 12(3.7 x 3.7) 14(53) 10.2(0.7) -- -- 14 x 14(4.3 x 4.3) 15(57) 11.7(0.81) -- -- 15 x 15(4.6 x 4.6) 17(64) 15.0(1.03) 6 to 12 inches (150 to 300 mm) 16 x 16(4.9 x 4.9) 18(68) 16.8(1.16) -- -- 16 x 18(4.9 x 5.5) 20(76) 20.7(1.43) -- -- Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of.(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 11 of 15 April 2021 a www.reliablespdnklercom Model FlRes58 Horizontal Sidewall Sprinkler&Models F2&FV Recessed Escutcheon SIN R3533 Technical Specifications Finishes Style:Sidewall and Recessed Sidewall (See Table N) Threads:1/2"NPT or IS07-1 R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response y J„. Max.Working Pressure:175 psi(12 bar) Temperature Ratings '` " • 155°F(68°C) Material Specifications 175°F 79°C � ( ) Thermal Sensor:3 mm glass bulb Recessed Escutcheons , Sprinkler Frame:Brass Alloy F2 Recessed a'" ° ' • + Button:Copper Alloy FV Recessed ; SealingAssembly:Nickel Alloy with PTFE Y� y Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 Deflector:Bronze Alloy Model W4(Recessed) -- Model F1 Res58 Residential Horizontal Sidewall Sprinkler Installation Dimensions Face of fitting to finished wall 1-5/8"(41 mm) 3/8°(10mm) +/-1/4"(6mm) +/-1/4°(6mm) 2-7/16"(62mm) 2-1/4" 1-15/i6° Top of Deflector Down from (57mm) (49mm) -- - --- - Ceiling to be Either 4"to 6" D DIA, (100 to 150 mm)or 6"to 12" (150 to mm)Based on Hydraulic Calculations (8mm) Dimensions F2&FV Recessed Escutcheon Installation Model F1Res58 Horizontal Sidewall Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area(') •Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 12 x 12(3.7 x.3.7) 16(61) 7.6(0.52) 14 x 14(4.3 x 4.3) 18(68) 9.7(0.66) 15 x 15(4.6 x 4.6) 19(72) 10.7(0.74) 4 to 6 inches 16 x 16(4.9 x 4.9) 21 (80) 13.2(0.91) (100 to 150 mm) 16 x 18(5.5 x 5.5) 25(95) 18.6(1.28) 16 x 20(4.9 x 6.1) 29(110) 25.0(1.72) 12 x 12(3.7 x 3.7) 22(83) 14.4(1.0) 14 x 14(4.3 x 4.3) 22(83) 14.4(1.0) 15 x 15(4.6 x 4.6) 24(91) 17.1 (1.18) 6 to 12 inches 16 x 16(4.9 x 4.9) 26(98) 20.1 (1.39) (150 to 300 mm) 16 x 18(4.9 x 5.5) 31 (117) 28.6(1.97) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). Bulletin 135 Page 12 of 15 April 2021 ROOM www.rellablespdnkler.com RecessedModel FlRes58 HSWX Horizontal Sidewall Sprinkler&Models F2&FV SIN RA3533 Escutcheon Finishes . ... _.. .,... .-. ,..a.:,.ra.,:ecs6n:•.;•'rtiad:;iai�,�i.tcai:r'a 1.i'�g r,�s,4, �+, ,.- i"" " a'.:�-'-,.:.,f..t .. � J�e 18D��'N��1��1�i}�i?��f' �sd�:�4eFl;�t�A 'a�' .`{�C.`�t�*'isr�Y�?:'tsW_Fr_K.F'.Yk":xy?S?ri'x^ t'"• Technical Specifications f ) Style:Sidewall and Recessed Sidewall Sensitivity = " Threads:1/2"NPT or ISO7-1 131/2 Fast-response Ratingserature Nominal K-Factor:5.8(84 metric) Temperature �-�?r.; •;�.;.�-�:::;� Max.Working Pressure:175 psi(12 bar) 155°F(68°C) ...` ; .. .5 Material Specifications Recessed Escutcheons j' f Thermal Sensor:3 mm glass bulb F2 Recessed '` y5 Sprinkler Frame:Brass Alloy FV Recessed ; , Button:Copper Alloy Sprinkler Wrenches = j Sealing Assembly:Nickel Alloy with PTFE Model W2 '.:'- Load Screw:Bronze Alloy Model W4(Recessed) Deflector:Bronze Alloy Model F1 Res58 HSWX Residential Horizontal Sidewall Sprinkler Installation Dimensions Face of fitting to finished wall 1-7/8'(48mm) 3/8"(10mm) +/-1/4'(6mm) +/-1/4'(6mm) 2-7/8"(73mm) 2-1/4" 1-15/16" - Top of Deflector Down From (57mm) (49mm) -- - - - Ceiling to be Either 4'to 6' DIA. DIA. (100 to 150 mm)or 6'to 12' (150 to 300 mm)Based on 5/16° L::�- TL71 Hydraulic Calculations (8mm) Dimensions F2&FV Recei ieon Installation Model F1 Res58 HSWX Horizontal Sidewall Sprinkler Hydraulic Design Criteria - Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area(') Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 18 x 20(5.5 x 6.1) 30(114) 26.8(1.85) 20 x 20(6.1 x 6.1) 30(114) 26.8(1.85) 16 x 22(4.9 x 6.7) 33(125) 32.4(2.23) 4 to 6 inches (100 to 150 mm) 16 x 24(4.9 x 7.3) 38(144) 42.9(2.96) 14 x 26(4.3 x 7.9) 42(160) 52.4(3.63) 18 x 20(5.5 x 6.1) 35(133) 36.4(2.51) 16 x 22(4.9 x 6.7) 38(144) 42.9(2.96) 6 to 12 inches 16 x 24(4.9 x 7.3) 42(160) 52.4(3.61) (150 to 300 mm) 14 x 26(4.3 x 7.9) 46(174) 62.9(4.34) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. 3. Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). Bulletin 135 Page 13 of 15 Apri12021 e a www.reliablesprinklercom Finishes _ Standard Finishes Special Application Finishes F1 F2.FV,FF)') S �'� CCP,SWC(Conical) F1 F2.FV FPS') CCP SWC(Conical) Sprinkler<') Escutcheons Cover Plates(') Sprinkler Escutcheons Cover Plates(') Bronze Brass — Bright Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Chrome Plated Dull Chrome Dull Chrome Dull Chrome White White White Paint Black Black Black Paint PolyesterM Polyester Polyester(z) Polyester — Custom Color Custom Color Custom Color Paint Polyester Polyester Electroless Nickel -- — PTFE(2) — — Notes: (1)Paint or any other coating applied over the factory finish will void all approvals and warranties. (2)cULus Listed Corrosion Resistant. (3)The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. Installation Models F1 Res sprinklers are to be installed as shown in this bulletin.Model F1, F2,FV,and FP recessed escutcheons are the only recessed escutcheons to be used with Model F1 Res sprinklers.Not all F1 Res sprinklers may be used with all recessed escutcheons offered.Confirm listing of escutcheon type for use - with individual sprinklers.Use of any other recessed escutcheon will void all approvals and warranties. Model W2 k For installing Model F1 Res sprinklers,use only the Model W2 4 sprinkler Wrench;for installing Models F1 Res Recessed Pendent, Model W4 Sidewall,Conical Concealed Pendent(CCP),and Sidewall Concealed(SWC and SWC-2)sprinklers use only the Model W4 sprinkler wrench.Use of wrenches other than those specified Model W4 Wrench Installation Example may damage these sprinklers. Installation of F1 Res sprinklers in a wall or ceiling will require a hole diameter of 2-1/4"(57 mm)for F1 or F2 recessed escutcheons;or 2-5/8"(67 mm)for FP recessed escutcheons, CCP,SWC,and SWC-2 cover plates. << Install F1 Res HSW sprinklers with a ceiling to deflector distance that complies with the hydraulic design criteria tables in this bulletin.The flow arrow on deflector must point away from near wall and"Top"marking must face the ceiling. A'leak tight"sprinkler joint can be obtained with the following torque: • 1/2"NPT and ISO7-1 R1/2:8-18 ft-Ibs(11 —24 N-m) " • 3/4"NPT and ISO7-1 R3/4:14-20 ft-Ibs(19—27 N-m) _ Do not tighten sprinklers over maximum recommended torque. The Model W4 wrench includes two sets of jaws.One set of jaws This may cause leakage or impairment of the sprinklers. is equivalent to a Model GFR2 wrench and the other set of jaws Do not install any glass bulb sprinklers where the bulb is cracked is equivalent to a Model W1 wrench. Use the smallest of the two or there is a loss of liquid from the bulb. sets of jaws that will fit on the sprinkler's wrench fiats.The Model W4 wrench is used in conjunction with the installer's nominal 1/2" Glass bulb sprinklers have orange bulb protectors to minimize square drive ratchet and nominal 5"(125mm)long extension(not bulb damage during shipping,handling and installation.Remove provided)as shown in Figure 13. this protection at the time the sprinkler system is placed in service.Removal of the protectors before this time may leave the bulb vulnerable to damage.RASCO wrenches are designed to install sprinklers when protectors are in place. Remove protectors by undoing the clasp by hand. Do not use tools to remove the protectors. Bulletin 135 Page 14 of 15 April2021 e a www.reliablespdnkler.com Maintenance Ordering Information Reliable Model F1 Res Sprinklers should be inspected and the Specify the following when ordering: sprinkler system maintained in accordance with NFPA 25, 13, ' 13D,and4.13R.-as�well as�the requireft'g Having Jurisdiction. ode ee Mae ) • Temperature Rating Prior to installation,sprinklers should remain in the original Threads(NPT or IS07-1) cartons and packaging until used.This will minimize the potential Finish(See Table N) for damage to sprinklers that could cause improper operation or Escutcheon or Cover Plate non-operation. • Model Do not clean sprinklers with soap and water,ammonia liquid or Finish(See Table N) any other cleaning fluids.Remove dust by gentle vacuuming without touching the sprinkler. Sprinkler Wrench • Model W2(Pendent and HSW) Replace any sprinkler which has been painted(other than factory W4(Recessed and Concealed) applied). Properly installed CCP,SWC,and SWC-2 cover plates Note:Please note SIN difference between F1 Res58 HSW will have an air gap that is required for proper operation,do not (R3533)and F1 Res58 HSWX(RA3533). seal the gap or paint the cover plates. Replace any sprinkler which has been damaged,where cracks are observed in the glass bulb,or when liquid has been lost from the glass bulb. 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. Listings &Approvals Listed by Underwriters Laboratories Inc.and UL Certified for Canada(cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee,terms,and conditions,visit www.reliablesprinkler.com. Patents For patents applicable to products contained in this technical bulletin,please visit www.r-s.co LO N O ti O m m m m Z ' a Bulletin Page 15. 15 April 2021 HOORN www.n:liablesprinkler.com Bulletin 006 January 2020 Rel O Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers •, Push-On cover plate installation . Low,water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC30&RFC30LL Model RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordahce with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G(LL)and Australian WaterMark Certified (WMCS).; Model RFC30 sprinklers have a 1650F (74°C) temperature rated fusible-link operating element. Model RFC43, RFC49, RFC58,and RFC76 sprinklers are offered with either a 1650F (74°C) or 212°F(100°C)temperature rated fusible-link oper- ating element. Sprinklers with a 1650F (74°C) temperature Model RFC49&RFC49LL Model RFC58 rating are ordinary temperature classification and are listed for use with a 1350F (57°C) temperature rated cover plate. Sprinklers with a 212OF(100°C) temperature rating are inter- mediate temperature classification and are listed for use with ,: G•.,r a 1650F(74°C)temperature rated cover plate. ti Model RFC Series sprinklers are installed with a Model RFC or Model G5 Cover Plate. Model G5,Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup.Model RFC30,RFC30LL,RFC43,RFC43LL, f RFC49 and RFC49LL sprinklers allow 1 2" 13 mm of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover,plate adjustment. Model RFC and G5 Model RFC76 Model RFC&G5 Cover Plate Cover Plates are available in a variety of finishes as listed in Table H. Sprinkler Model Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification gpm/psi12(I/min/bar j ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL,WMCS RA3211 RFC43 4.3(62) 20 x 20(6.1 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20(6.1 x 6.1) cULus RA0618 cULus:cULus Listed to UL1626,Residential Sprinklers for Fire Protection Service. LL:cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(Less than 0.25%Lead content). WMCS:Australian WaterMark Certified. www.rellablesprinkler.com Model RFC30& RFC30LL Residential Sprinklers RFC30: R RFC30LL: SINRA3211 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:3.0(43 metric) Temperature Rating " _ Max.Working Pressure:175 psi(12 bar) 1650F(74°C)sprinkler Min.Spacing:8 ft.(2.4 m) 135OF(57°C)cover plate Material Specifications Cover Plate Thermal Sensor:Nickel Alloy Solder Link Model RFC Cover Plate Sprinkler Body:Brass Alloy Model G5 Cover Plate Levers:Bronze Alloy I Yoke:Brass Alloy Sprinkler Wrench Sealing Assembly:Nickel Alloy with PTFE Model FC(without wrench-able cap) Load Screw:Bronze Alloy Model W3(with wrench-able cap) Towers:Copper Alloy Pins:Stainless Steel Listings and Approvals aka Deflector.Bronze Alloy cULus Listed to UL 1626 Cup:Steel cULus Certified for Health Effects to NSF/ANSI Bottom View Standard 61 Annex G(RFC30LL only) f Cover Plate Finishes Watermark Certified(RFC30LL only) (See Table H) Model RFC30&RFC30LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body —_ Cup — Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) �. Pin(extended) Deflector(extended) 1' Model 04/G5 Cover Plate 35/16"(84 mm)Dia. Ceiling Model RFC30 and RFC30LL Sprinkler Hydraulic Design Criteria Nola AW Minimum Flow and Residual Pressure�'► Max.Coverage Area(2) Flow Pressure ft.x ft. gpm psi (m x m) (I/min) (bar) 12 x 12 9 9.0 (3.6 x 3.6) (34) (0.62) 14 x 14 10 11.0 (4.3 x 4.3) (38) (0.76) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table B above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next'larger max.coverage area listed. Bulletin 006 el ab Page 2 of 8 January 2020 www.reliablesprinkler.com I Modei RFC43& RFC43LL Residential Sprinklers RFC43: SINRA0612 RFC43LL- Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Temperature Ra in Nominal K-Factor:4.3 62 metric:.:�.:u�,r,v;7;��.:�:��;�Te..w<a .:.- = •.- » . � . _r -" - _ ... ...- ... - . Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 1650F(74°C)sprinkler 1350F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165"F(74°C)cover plate Levers:Bronze Alloy Yoke-Brass Alloy Cover Plate Sealing As Nickel Alloy with PTFE Model RFC Cover Plate Load Screw:Bronze Alloy Model G5 Cover Plate Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Deflector:Bronze Alloy Model FC(without wrench-able cap) ►'��* *a, + Y Bottom View Model W3(with wrench-able cap) Cup:Steel Cover Plate Finis Listings and Approvals C ( eTlate cULus Listed to UL 1626 . cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC43LL only) Watermark Certified(RFC43LL only) Model RFC43&RFC43LL Sprinkler Components and Dimensions 2-5/i6"(58 mm) Threads Dia. Body . — - Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) � �-��., Model G4/G5 Cover Plate 3-5/1.6 (84 mm)Dia. V,Ceiling Model RFC43&RFC43LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure Max.Coverage Area(2) Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 15x15 • 12 7.8 12 7.8 (4.6 x 4.6) (45) (0.54) (45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4,9) (49) (0.63) (49) (0.63) 18 x 18 18 17.5 (5.5 x 5.5) (68) (1.21) 20 x 20 21 23.8 (6.1 x 6.1) (79) (1.64) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table C above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2, For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 3 of 8 January 2020 e a www.rellablesprinkler.com Model RFC49& RFC49LL •_ • RFC49: SINRA0616 RFC49LL: ■ a Technical Specifications Sensitivity , Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 1650F(74°C)sprinkler 135°F(57"C)cover plate Material Specifications Intermediate: Thermal Sensor.Nickel Alloy Solder Link 212"F(1000C)sprinkler Sprinkler Body:Brass Alloy 1650F(740C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Deflector.Bronze Alloywith wrench-able ca Model W3( P) Bottom View Cup:Steel Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling - Deflector(retracted) 3/16"(5 mm) Pin(extended) —---- ..... Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. v Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria •• Minimum Flow and Residual Pressure M Max.Coverage Area(2) Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi. (Umin) (bar) (I/min) (bar) 16 x 16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49,0) (0.48) 18x18 "" i7 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x 6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 4 of 8 January 2020 Bellow www.reliablesprinkler.com 'o Model'RFC58 Residential Sprinkler SIN RA0613 Technical Specifications Cover Plate Finishes Style:'Flat Concealed Pendent (See Table H) Threads:1/2"NPT or ISO 7-1 R11/2 Nominal K-Factor:5.8(84 metric) Sensitivity Max.Working Pressure:1.75.pp (1k 11k ' ,. Min.Spacing 8 ft.(2.4 m) � k5W9 . Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57"C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74"C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Chrome Plated Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed Model RFC58 Sprinkler Components and Dimensions �• �'• 2-5/16"(58 mm) Dia. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Deflector(retracted) Nominal face of fitting to celling �3/16"(5mm) Pin(extended)� + ������� ----__----_-- — iiiiiii Deflector(extended) , V. €Xs - Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC58 Sprinkler Hydraulic Design Criteria •• Minimum Flow and Residual PressureN Max.Coverage Area(2) Flow Pressure ft.x ft. gpm psi (m x m) (bmin) (bar) 16 x 16 16 7.6 (4.9 x 4.9) (60.6) (0.53) 18 x 18 18 9.6 (5.5 x 5.5) .(68.1) (0.66) 20 x 20 20 11.9 (6.1 x 6.1) (75.7) (0.82) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions le§s than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Page 5 of 8 January 2020 Bellow www.reliablesprinkler.com Model RFC76 Residential Sprinkler SINRA061? Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:3/4'NPT or ISO 7-1 R3/4 Nominal K-Factor.7.6(109 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor.Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212OF(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 1650F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector.Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals '- cULus Listed Model RFC76 Sprinkler Components and Dimensions 2-5/16"(58 mm) Die. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Nominal face of fitting to ceiling Deflector(retracted) Pin(extended) \\\\\\\ ,,,,,,, �3/167 . (5mm) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC76 Flat Concealed Sprinkler Hydraulic Design Criteria -• - Minimum Flow and Residual PressureN Max.Coverage Area(2) Flow Pressure ft x ft. gpm psi (m x m) (Vmin) (bar) 16 x 16 21 7.6 (4,9 x 4.9)' (79.5) (0.52) 18 x 18 24 9.9 (5.5 x 5.5) (90.8) (0.68) 20 x 20 __. __ . 34 20 (6.1 x 6.1) (128.7) (1.4) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. . Bulletin 006 Page 6 of 8 January 2020 www.reliablesprinkler.com Cover Plate FinishesM .. Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated al, Olac!P AQUst6mG,blor-PaintP:..;. . Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the back side.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions .. Recommended Min.to Min.to Max. Cover Cover Plate Cover Plate Max.Face Dropped Deflector Cover Plate Sprinkler Hole Diameter Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch(mm) in Ceiling inch(mm) Ceiling�') Ceiling Rating inch(mm) inch(mm) inch(mm) RFC30, ' RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 1350F RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350F(2) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 165°F3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 1650F(3) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available where necessary for replacement of existing sprinklers. 2. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100OF(380C). 3. For use with 212OF(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150OF(660C). Installation Model RFC series sprinklers are intended to be installed in Do not exceed the maximum recommended torque.Exceeding accordance with NFPA 13,NFPA 13R,or NFPA 13D,as well as the maximum recommended torque may cause leakage or the requirements of applicable authorities having jurisdiction. impairment of the,sprinkler.Use care when inserting or removing Model RFC series sprinklers must not be installed in ceilings with the wrench from the sprinkler to avoid damage to the sprinkler. positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model Install the cover plate by hand by pushing the cover plate into the RFC series sprinklers are shipped with a wrench-able protective cup and turning the cover in the clockwise direction until it is tight cap that should remain on the sprinkler until the sprinkler system against the ceiling, is placed in service following construction. � Model RFC series sprinklers can be installed without removing Application the wrench-able protective cap using the Model W3 wrench. Model RFC series sprinklers are intended for installation where Alternatively,Model RFC series sprinklers can be installed using residential sprinklers are permitted or required by NFPA 13, the Model FC wrench by temporarily removing the protective cap NFPA 13R,and NFPA 13D.The sprinklers are concealed during installation of the sprinkler.The use of any other wrench to pendent residential sprinklers. installed Model RFC series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over Model RFC 30 and RFC30LL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FC ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body. the Maximum Ceiling Temperature does not exceed 100°F Do not wrench any other part of the sprinkler/cup assembly.The (38°C). Model RFC43,RFC43LL, RFC49, RFC49LL, RFC58, Model W3 and FC wrenches are designed to be turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2"square drive.Tighten the sprinkler into the fitting intermediate temperature classification forinstallation where after applying a PTFE based thread sealant to the sprinkler's the Maximum Ceiling Temperature does not exceed 100OF threads.Recommended installation torque is 8 to 18 ft-Ibs(11 (38°C)or 150OF(660C), respectively. to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-Ibs(19 to 27 N-m)for 3/4"thread sprinklers. - Bulletin 006 Page 7 of 8 January 2020 www.rellablesprinkler.com Wrench Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench=able cap installed Maintenance Guarantee Model RFC series sprinklers should be inspected and the For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, sprinkler system maintained in accordance with NFPA 25. Do and conditions,visit www.reliablesprinkler.com. not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace patents any sprinkler cover plate assembly which has been painted (other than factory applied)or damaged in any way.A stock of Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, spare sprinklers should be maintained to allow quick replace- RFC58,and RFC76 sprinklers are covered by U.S. Patent No. ment of damaged or operated sprinklers. Prior to installation, RFC5 327 and U.S. Patent No. re covered sprinklers should be maintained in the original cartons and 03. packaging until used to minimize the potential for damage to Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are sprinklers that would cause improper operation or non-oper- additionally covered by U,S. Patent No. 8,776,903, ation. Listings and Approvals Ordering Information Listed by Underwriters Laboratories, Inc.and UL Certified for Specify the following when ordering. Canada to UL1626, Residential Sprinklers for Fire-protection Service(cULus). Sprinkler • Model (RFC30, RFC30LL, RFC43, RFC43LL, Certified by Underwriters Laboratories, Inc.and Underwrit- RFC49, RFC49LL, RFC58, RFC76) ers Laboratories of Canada for Health Effects to NSF/ANSI • Temperature Rating Standard 61 Annex G (LL)(RFC30LL, RFC43LL,and RFC49LL Cover Plate only). • Model RFC or G5 • Temperature Rating Australian WaterMark Certified (RFC30LL, RFC43LL,and • Finish(See Table H) RFC49LL only). Sprinkler Wrench • Model FC • Model W3 -o z CD co o ' N W Bulletin 006 el ab Page 8 of 8 January 2020 www.reliablesprinkler.com � ® SPERRS FlameGuard CPVC FIRE SPRINKLER PIPING PRODUCTS ' .. .. .. - ... n,..v-..I..;n;rMr .w.p. r.s✓cd+.aef�.:. .ao. ". .M .'Y17� iip:..t'!x" .r.;a,4 .w•.�N+D.szF 5)Y.N'..M4.W'M1aY+'a"�:-,r:s.::.n.r..iv)t•..w_•.,r REDUCER B.... ., Flush Style : .E Spigot x Socket PIPE O.D. • N L Part Number Size L N Approx.Wt.(Lbs.) 4237-131 104 1-1/4 1/4 .04 4237-167 1-114314 1-7116 7116 .10 4237-168 1-1141 1-13132 9132 .06 4237-210 1-112014 1-5/8 .518 .19 4237-211 1-1/24 1-17132 13132 .13 4237-212 1-1124-1/4 1-9/16 5/16 .07 4237-248 20/4 1-29/32 29132 .28 4237-249 2x1 1-23/32 9116 .23 4237-250 24-114 1-11/16 7/16 .21 4237-251 2x1-112 1-11/16 5/16 .15 4237-290 2-1124-1/4 2-5132 718 .41 4237-291 2-1120-112 2-5/32 314 .39 4237-292 2-112x2 2-9132 314 .28 4237-338 3x2 2-7/32 11116 .63 4237-339 3x2-112 2-5116 1/4 .42 TRANSITION BUSHING IPS Spigot x CTS Socket PIPE -- --- O.D. L L-+1 Part Number Size L N Approx.WL(Lbs.) 4240-101 3/4112 1-1/8 5/0 .03 4240-130 1412 1-1/4 23/32 .05 CAP Socket M W Part Number Size M W Approx.WL(Lbs.) 4247-007 3/4 1-3/8 1-13132 .05 4247-010 1 1-5/8 1-9116 .06 4247-012 1-1/4 2-3/32 1-27/32 .13 4247-015 1-112 2-11132 2 .17 4247-020 2 2-27/32 2-9132 .39 4247.025 2-1/2 3-17/32 2-5/8 .50 4247-030 3 4-3/8 3 .92 MADE IN THE U.S.A. 21 SPEARS FlameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING CROSS Socket x Socket x Socket x Socket 1 H1 M -L L1 L G1 LH L Part Number Size G G7 H H1 L L1 M M1 Approx.Wt.(Lbs.) 4220-131 lx3/4 23/32 518 1-5/8 1-5/8 31/4 3-1/4 1-7/8 1-1/2 .31 4220-167 1-1/4314 1-1116 23132 2-1116 1-31/32 4-3132 3-31132 2-1/16 1-13/32 .35 4220-210 1-1/20/4 11/16 1-5132 2-3132 . 2-3/16 4-3116 4-11/32 2-3/8 1-13132 .42 4220-248 2x3/4 11116 1-7/16 2-7/32 2-7/16 4-13/32 4-7/8 2-29/32 1-13132 .56 4220-289 2-1/2xl 29/32 1-3/4 2-11/16 2-7/8 5-11/32 5-3/4 3.1/2 1-3/4 A COUPLING Socket x Socket -- -- M L -►I Part Number Size L M N Approx.Wt.(Lbs.) 4229-007 314 2-1/8 1-51l6 3/16 .05 4229-010 1 2-3116 1-5/8 3/32 .08 4229-012 1-1/4 2-19/32 2 3/32 .13 4229-015 1-1/2 2-7/0 2-11/32 3/32 .22 4229-020 2 3-1/8 2-7/8 118 .33 4229-025 2-112 3-11/16 3-15/32 3116 .48 4229-030 r 3 4 4-3/16 1/4 .89 12 SPEARS®MANUFACTURING COMPANY SPEAKS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS .�.t. `$ "bG't �f 90 ELBOW' Socket x Socket G tMM H f Part Number Size G H M Approx.Wt.(Lbs.) 4206.007 3/4 9/16 1-112 1-5116 .07 4206-010 1 3/4 1-5/8 1-5/8 .11 4206-012 1-1/4 15116 2-3116 2 .22 4206-015 1-112 1-5/32 2-17132 2-3/8 .41 4206-020 2 1-13132 2-29/32 2-7/8 .62 4206-025 2-112 1-15/32 3-3/8 3-1/2 1.15 4206-030 3 1-29/32 3-13/16 4-7132 1.83 SIDE OUTLET ELBOW Socket x Socket x Socket L -- M G H Part Number Size G H M Approx.Wt.(Lbs.) 4213-007 3/4 27132 1.19132 1-5116 .09 4213-010 1 13/16 1-7/8 1-5/8 .18 REDUCING 900 ELBOW Socket x Socket H1�{ NMI G M1 H Part Number Size G G1 H H1 M M1 Approx.WL Lbs. 4206-131 1014 21132 13/16 1-25/32 1-13/16 1-19132 1-5116 .11 7 SPEARS®MANUFACTURING COMPANY =FlcameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS sPEAAS FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Apt M --- M1 N L Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-101 314x112 1-7/8 1-13132 1-17/32 15/32 .19 4235-130 14/2 2-11/32 1-11/16 1-3/16 518 •16 4235-131 1x314 2-5116 1-11/16 1-3/8 17/32 .18 Not intended to convey or dispense water for human consumption through drinking or cooking SofTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Apt With Elastomer Seal-Use NO Thread Sealant �L N Part Number Size L M M1 N Approx.Wt. 4235-101GSR 3/41/2 2.5116 1-5/16 1-3/8 31/32 .11 4235-130GSR 10/2 2-13132 1:19132 1-3/8 31/32 .13 4235-131GSR 1x314 2-13132 1-5/8 1 1-23/32 1 .16 QuickTorqueTm SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Metal Fipt �L - With Elastomer Seal-Use NO Thread Sealant M ---- M1 Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-13OGMR 1012 2-3116 1-19/32 1-9/16 15116 .19 MADE IN THE U.S.A. 17 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org ... _..�"�^. .'i€''��`:`h��',!i`Iun:A.4ttu��l4':�'d�"!;N.l'R� .. "!`7r,�aig�+2:.��s,u^L+$.�"•b;�'/" �� ',�*f"1f:�SY+"�':�'d4`-:��++`^��1�si;:E;';-:i,>�a:.,,:.:,: 510 CPVC - COPPER - STEEL HANGER s10 Futen r SIZE Dim. 0 (L-�. 3/4 2.125 1 2.312 1 1/4 3.1 00 0 1 112 3.400 4.010 21/2 4.320 8 3 5.320 SIZE-SYSTEM PIPE:3/4"thm 3" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- e@-'203-EX 4231,EX 2551 FUNCTION-Support horizontal piping:3/4"-3" CPVC. Support horizontal piping: 3/4"-2"Steel and Copper. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. o Hanger INSTALLATION- Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. FASTENERS- UL Listed per NFPA 13 in WOOD: 3/4"-3"CPVC pipe-#905 screw-no pre-drill., o o stabilize-Only 3/4"-2"Steel'and Copper pipe- 1,/4"xl1/2"lag-bolt,-no pre-drill. in STEEL-min. 18 GA. 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2" Steel and Copper pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. CAN ALSO BE USED TO REPLACE-#500 Pipe Strap #520 Tin Strap Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwill NOT wanant against the failure of its products when used in combination with other products,pans or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any Idnd,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 1/12 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 514 CPVC — COPPER905 cos • STEEL OFFSET HANGER ,! 15a0a 1 SIZE-SYSTEM PIPE: 3/4"thru 3" • MATERIAL-Carbon Steel. FINISH-Mil.Galvanized.. LISTING/APPROVAL- e®u'203-EX 4231,EX 2551 PATENT-No.6,648,278. FUNCTION- Support horizontal piping:3/4"-3" CPVC or Copper. Support horizontal piping:3/4":-2"Steel. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. INSTALLATION- Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Listed Restraint 3/4"thru 2" Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. —� When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA.13 WOOD- 3/4"-3"CPVC pipe-#905 screw-no pre-drill. 3/4"-2"Copper pipe- #905 screw- no pre-drill. 3/4"-2"Steel pipe- 1/4"xl 1/2"lag screw- no pre-drill., Thru 5/8"'gypsum board-1/4"x 2"lag screw. STEEL-min. 18 GA.- 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw: . 4 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. �? 3/4"-2" Steel pipe- 1/4"or#14 Tek Screw. CONCRETE:Required minimum load each fastener= S(w)+2501bs. 2 4 FEATURES Q * 1 1/2"Offset-loose fit allows to slide. I pipe iv'—fis,/411 e R tse raint 3/4"and 1"pipe size made with common center-line. thru 2" *Patented design for superior strength. *Offset edge eliminates abrasion. *AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONpmducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON AFCONsball NOT be liable under any circumstances whatsoever for any director indirect,incidental or consequential damages of any ldnd,including but not limited to loss of business or profit,when non-AFCONproducts have beeq or am used 9/08 0 P.O. Box 3365 SourCt+hY El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 511 CPVC - COPPER SIDE MOUNT HANGER o js Side View-For Drawings Below- no SIZE-SYSTEM PIPE:3/4"thru 2" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- `,��,"203-EX 4231,EX 2551 FUNCTION- Support horizontal piping-CPVC or Copper. Stabilize vertical piping. INSTALLATION-Per these instructions Hanger-wood stud including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on vertical mounting surface. x , no FASTENERS-UL Listed per NFPA 13. in WOOD: 3/4"-2"CPVC pipe-#905 screw- no pre-drill. 3/4"-2"Copper pipe-#905 screw- no pre-drill. ; in STEEL-min. 18 GA. 3/4"-2"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. - ORDERING-Part#and pipe size. Hanger-Metal Stud Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or gold by AFCON.AFCONaball NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any Idnd,including but not limited to loss of business or profit,when non AFCONproducts have been,or are used. 9/08 =F1cameGuard8CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS SOCKET DIMENSIONS ��� SCH 40 ASTM F438 SCH BO ASTM F439 B A Size Socket Socket Tolerance SCH 40 Minimum SCH 80 Minimum Entrance A Bottom B Socket Length C Socket Length C 3/4 1.058 1.046 t.004 .719 1.000 1 1.325 1.130 t.005 .875 1.125 1-1/4 1.670 1.655 t.005 .938 1.250 1-1/2 1.912 1.894 ±.006 1.094 1.375 2 2.387 2.369 ±.005 1.156 1.500 2-112 1 2.889 2.868 ±.007 1.750 1.750 3 3.516 3.492 t.008 1.075 1.875 TEE Socket x Socket x Socket I I Part Number Size •G H L M Approx.WL(Lbs.) 4201-007 314 9116" 1-1/2 2-31132 1-5116 .11 4201-010 1 718 1-13/16 3-5/8 1-5/8 .20 4201-012 1-1/4 15132 2-3132 4-7/32 2 .29 4201.015 1-1/2 1-5132 2-9116 5-3132 2-11132 .54 4201-020 2 1-13132 2-15116 5-7/8 2-7/8 .06 4201-025 2-1/2 1-23132 3-1/2 7 3-15132 1.62 4201.030 3 2-1/16 3-31/32 7-15116- 4-5132 2.53 REDUCING TEE M1 Socket x Socket x Socket T �Gl p.dM2 L Pan Number Size G G1 G2 H H7 H2 L M M7 M2 Approx. pprox(Lbs.) 4201-102 NOW 3/4 314 314 1-11/16 1-25132 1-11116 3.13132 1-5116 1-21/32. 1-5116 .13 4201-125 1014014 23132 7/8 23132 1-25132 1-13116 1-21132 3-7116 1-19/32 1-11132 1-5116 .16 4201-126 lx3/4xl 23132 23/32 314 1-27/32 1-27/32 1-3/4 3-19132 1-5/8 1-5/8 1-5/16 .17 4201-131 WX314 11/16 13116 11/16 1-13/16 1-13116 1-13/16 3-5/8 1-5/8 1-5116 1-5/8 .17 4201-157 1-114xlx314 11116 1 1-1/32 11116 1-15116 2-1132 1-13116 3-25132 2-3/32 1-13132 1-23132 .32 MADE IN THE U.S.A. 2 b. 03PEARS FlameGuard° CPVC FIRE SPRINKLER PRODUCTS FG=2=0215": . Complete System of Pipe, Fittings & Solvent Cement Corrosion Resistant o Superior Flow • Ease of Installation Spears®FlameGuard°CPVC Fire Sprinkler Products provide a cost effective alternative to metal systems with advantages of high corrosion resistance, improved system hydraulics,ease of installation and quick -•_"" assembly with common tools. #..-. CPVC Fire Sprinkler SystemsEM ,< are based on proven products ? 1i ! that have been in continuous service for over 40 years. Spears® FlameGuard® 77 ' products are approved by UL®,FM®Global,LPCB and •a Certified by NSF International for potable water use. Check local codes for restrictions and limitations. Corrosion Resistant CPVC Material Does Not Easy Installation for Lower Costs Sustain Biological Growth FlameGuard°CPVC system installations Unlike metal systems, FlameGuard°CPVC significantly reduce costs over conventional metal products never rust, scale or pit and do not sustain piping by virtually eliminating prefabrication. biological growth-a cause of Microbiologically Systems can be fully installed on site using solvent Influenced Corrosion(MIC)which can destroy metal cement joining methods. fire sprinkler systems from the inside out. UL®Listed for U.S. and Canada in Superior Flow Characteristics for Lower NFPA 13, 1311& 13D Systems Friction Losses FlameGuard® CPVC Fire Sprinkler Products The smooth-wall interior surfaces of FlameGuard° are UL®listed for U.S. and Canada applications CPVC systems result in reduced friction loss over for Light Hazard occupancies as defined in NFPA metal systems. The design flow characteristics remain 13,Residential occupancies up to and including constant throughout the life of the product because. 4-stories as defined in NFPA 13R, and Residential there is no interior corrosion in the system due to occupancies for one and two family dwellings and microbiological activity. manufactured homes as defined in NFPA 13D.Consult Spears®FlameGuardo CPVC Fire Sprinkler Pressure Rated to 175 psi (1200kpa) @ 150OF Products Installation Instructions and NFPA Standards (65°C) for additional applications including air plenum, FlameGuarclo CPVC Products are produced in system risers,concealed, exposed, underground, combinations of Schedule 40 and Schedule 80 Fitting combustable attic, garage,basement and low configurations con-forming to ASTM F 438 or F 439 pressure dry piping installations. standards and FlameGuard° SDR 13.5 CPVC Fire Sprinkler Pipe conforming to ASTM F 442 standards. Full Limited Lifetime Warranty UL® and FM®Rated working pressure is 175 psi FlameGuard° CPVC Fire Sprinkler Products (1200kpa)@ 150T(65°C)(LPCB rated to 120°F) carry a limited lifetime warranty against defects (49°C). in material or workmanship. Consult Spears® warranty for additional details. Progressive Products From Spears®Innovation & Technology OLPCB Visit our website at www.spearsmfg.com Spears® FlameGuard®. . . The Leader in Innovative CPVC Fire Sprinkler System Products Pioneer in Molded-in Metal Insert Head Adapters Patent No. 5,437,481 Spears®pioneered the development ofthe FlameGuard°molded-in-place metal thread insert for connection of sprinkler heads to CPVC fire sprinkler systems,plus Metal FIPT threaded female adapters for metal-to-plastic transitions. Developed the Special Reinforced (SR) Head Adapters Patent No. 5,582,439 Spears®Fla meGua MO.continuous improvement program developed the technology to produce a superior patented plastic threaded fitting -the Special Reinforced(SR)Design. This unique design incorporates a patented thermoplastic compression process that equalizes stresses generated by tapered a5" thread joint make-up. All CPVC plastic body and threads provide a more uniform construction and improved corrosion resistance. Lead Free Revolutionary Gasket Sealed Head Adapter Choices s Patent No. 5,582,439 •Requires NO Thread Sealants •Eliminates Stress t r •Prevents Over Tightening •Provides Easy Frame Alignment Spears®revolutionary Gasket Sealed Head Adapters feature an elastomer gasket seal at the base of the threads. The.gasket seal allows a modified TorqueSafeTm,SofTorqueTm 8 F thread design that eliminates radial stress.and associated problems typical QuickTorqueTm Fittings with tapered thread joint make up. Choose from TorqueSafeTM design with Lead Free rotating brass thread insert, SofForqueTM design with Special Reinforced (SR)plastic threads and compressible gasket or new QuickTorqueTM with similar features plus brass threads. Full Assortment of Specialty Products&Fitting Configurations 'r Spears®FlameGuard®products provide the specialty fittings needed in today fire sprinkler systems.The NEW GripLoJm Push-on' Coupling and GripLocTM _..._ Repair Coupling for quick no-cement repairs;the Adjustable Drop Nipple for GripLocTM' Push-0n i Repair fine-tuning to finished ceiling height;and Ringed Head Adapter for ease of Couplings Lead Free locating during installation. Plus a full assortment of fittings including Grooved Coupling Adapters,Unions and Flanges sizes 3/4"through 3 Complete Size Range of CPVC Pipe Spears'FlameGuard®CPVC Fire Sprinkler Pipe is available in sizes 3/4" to Y; and conforms to ASTM F 442 standard for SDR 13.5 CPVC pipe._ Spears' Solvent Cements & Thread. Sealant Fla meGuard®products should be installed using Spears®FS-5 One-Step Solvent Cement.For threaded joints, use Spears®BLUE 75'Thread Sealant that has been tested for compatibility with FlameGuard®CPVC Fire Sprinkler Products. Spears®TorqueSafeTM Gasket Sealed Adapter requires no:sealant. Consult sprinkler head manufacturer prior to use. Installation Training Available--Contact SpearsO Technical Services for Details FlameGuard®Products must be installed in accordance with Spears"CPVC Fire Sprinkler Piping Products Installation Instructions, National Fire Protection Association Standards 13, 1311, 131),and in accordance with local codes.Code requirements and field conditions may differ. It is the responsibility of the installing contractor to insure that the product is suitable to meet these requirements. EllmSPEARS® MANUFACTURING COMPANY CORPORATE OFFICE 15853 Olden St., Sylmar,CA 91342•PO Box 9203,Sylmar,CA 91392 (818)364-1611 •www.spearsmfg.com ©Copyright 2015 Spears°Manufacturing Company. All Rights Reserved.Printed in the United States of America 02/15. FG-2-0215 SPEAKS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 22-1/20 STREET ELBOW Spigot x Socket H1 ,�� M1 Hll 7 .L�I I i�►�PIPE O.D. Part Number Size H H1 J J1 M1 Approx.Wt.(Lbs.) 4242-007 3/4 1-1/4 1-112 1/4 112 1-3/8 .0B 4242-010 1 1-7/16 1-11/32 5/16 7132 1-23132 .14 4242-012 1-1/4 1-9/16 1-25132 17/32 11/16 2-1/16 .21 4242-015 1-1/2 1-13132 1-23132 1/2 11/32 2-11/32 .28 4242-020 2 1-29/32 2-1/8 7132 5/8 2-7/8 .42 4242-025 2-1/2 2-1/8 2-1/4 13/32 1/2 3-1/2 .68 4242-030 1 3 1 2-13/32 1 2-13132 1 9116 1 17/32 4-5/32 .99 450 ELBOW Socket x Socket J � . H L Part Number Size H J M Approx.Wt.(Lbs.) 4217-007 3/4 1-5116 5116 1-5116 .07 4217-010 1 1-13/32 318 1-5/8 .11 4217-012 1-1/4 1-5/8 318 2-5132 .21 4217.015 1-112 1-27/32 15/32 .P-11/32 .32 4217-020 2 2-1/8 21132 27/8 .48 4217-025 2-1/2 2-17/32 314 3-1/2 .88 4217-030 3 2-29132 29/32 4.5132 1.17 10 SPEARS®MANUFACTURING COMPANY -MODEL RSV-1 .RESIDENTIAL SHUT-OFF VALVE mpidresponsia! RESIDENTIAL FIRE SPRINKLER SYST For Use in Systems Designed .� . to NFPA 13R and NFPA 13D M, I/ NSF-61 Annex G Approved, and UL and C-UL Listed fF' K, Offered in Both 1-Inch and 2-Inch Sizes },t y. Features & Benefits: The Model RSV 1 Residential Additionally, the Model RSV 1 Shut-off Valve is designed for Valve provides a dual-purpose Can be Used in Conjunction use in dual-purpose residen- system without adding the do- with Backflow Preventers tial water supply systems. After mestic flow demand to the fire sprinkler operation, the Model sprinkler system flow demand, Potential Cost Offsets of RSV-1 Valve automatically diverts which is required by NFPA 13R. Reduced Pipe Size the available water supply to the The Model RSV-1 Valve also auto- .fire sprinkler system. matically resets,thereby eliminat- // Eliminate the Need for ing the need for valve.disassem- Electrically Operated Solenoid bly after a fire sprinkler system Valves test for activation. Built-in Check Valve Eliminates 6GH I Cthe Need for a Separate Check AL-bAT A• ,. .;, _ QV�b..�axtl �Valve on the Fire Sprinkler = nch (D 150). ; System . aterra'lltl I S. - ;;�' Sod" 'I 'AGO -r<" y.: s Flexibilitywith Existing -tf' 9 P st`on;:Sleeve,.and Differential"Ri .are:Glass Water Supplies in Retrofit 9. PP :.,. . ....: .......::: %r> eiriforced �?oi her I p Y ene Oxiide.. "> Applications and Developed Y PP Pe "S 8.a =are:'EIDR' Lo ts IVI P�sto r.5' riri-s"and': Screws-are>SfaiinCess.Steel:�'.'�-;; For:the 1' tch Valve U'"` 'erCa' .is'Brass"arid 0 R'in'''s:;:: Ability to Mitigate Local PP 9' are,Requirements Based on "Bu a Mandated Domestic Load and y.:.. Part`Nu.rm b r' Hydraulic SafetyFactors a s 1ric17°halve`(DN&j,,NPT.TIireacl.:PIN:"52-54Q= .001. VeW`6e^,t,C3N50}wNFy'C 7`t rea .P1,N;--52-540-1 Tyco - Fire Protection Products ..;Wpte��1(� sy r. FIRE FIRE SPRINKLER PISTON PISTON SPRINKLER PORT ASSEMBLY ASSEMBLY PORT _ ,. .- d�:. � ?g74�1«"�. arvw.lr��.. ` '... .. .. .. .. ,,-..' '+4rr``a7K5s."Er,�f12.:,✓:.*:`r.'s,:�a:.rti':i;.r _ M FIRE FIRE SPRINKLER ;' l p}jy:M`'' ;'• SPRINKLER FIRE s= d FLOW '4' . ,'p' SEAT SPRINKLER PASSAGE +. SEAT DOMESTIC :;d; PORT .:.., ' FLOW TO DOMESTIC wFU3W'.' zzzzzz 50 DOMESTIC r''>t.9: ;.'` 4 DOMESTIC y '.._ " FLOW _ DOMESTIC DOMESTIC PASSAGE , SEAT u.z SEAT o�>4 a �, PORT :` _ SUPPLY 'J ^. -i SUPPLY 'PORT PORT SUPPLY SUPPLY STANDBY—FLOW TO DOMESTIC SYSTEM OPERATED—FLOW TO FIRE SPRINKLER SYSTEM MODEL RSV-1 VALVE STANDBYAND OPERATED POSITIONS -2 INCH VALVE- _ j GAUGEFIRE SPRINKLER AUTOMATIC FIRE SPRINKLERS SYSTEM PRESSURE WATERFLOWDETECTOR (FIRE ALARM) ALARM TEST DRAIN AND FLOW - TEST CONNECTION ►, CONNECTION tts MODELDOMESTIC RESIDENTIAL SYSTEM(AUTOM. ►� DOMESTICWATER SUPPLY CONTROL GATE WATER MAIN VALVE CONTROL VALVE VALVE GAUGE METER SUPPLY PRESSURE WATER SUPPLY BACKFLOW PREVENTER AS REQUIRE 7 w ►� ►► G . - c JURISDICTION WATER SUPPLY MAIN MODEL RSV-1 VALVE TYPICAL RESIDENTIAL INSTALLATION Always refer to the Technical Data Sheet TFP980 for complete description of all Listing criteria,design guidelines,parameters,installation instructions,care and maintenance our limited warranty. Tyco Fire Protection Products Technical Services-Phone:800-381-9312 www.Tyco-Fire.com Fax:800-791-5500 All brand names,product names or trademarks belong to their respective owners.Tyco Fire Protection Products reserves the right TF-2013004 to change product design and specifications without notice.Copyright 0 2013 Tyco Fire Products LP.All rights reserved. Worldwide www tyco-fire.com �Oo Contacts UP" Antifreeze , Agency Listed Solution for Fire Sprinkler Systems General Typical Description Properties LFP'Antifreeze is a pre-mixed freeze Appearance „_ protection solution designed and Liquid,colorless listed for use in wet sprinkler systems. ` K <• Freeze Point •- The solution is designed for systems _13°F.(-25°C) subject to freezing temperatures that � -� can cause damage to equipment or Note:Freeze point Is the temperature at impede the proper function of the which crystallization begins. ' system. The solution has been devel- Density oped to meet the requirements of See Table E , UL 2901 for compliance to the 2019 editions of NFPA 13,13R,13D,and the pH Y 2017 edition of NFPA 25. 7-8 LFP® Antifreeze remains in a liquid Conductivity state at temperatures as low as 1000-1400 NS/cm Compatibility -10°F(-23,3°C). Upon operation of the Refractive Index sprinklers during a fire event,the solu- See Table C The following materials are compatible tion immediately discharges from the with LFP®Antifreeze: sprinklers and is followed by water from Specific Gravity the water supply.Use of the solution in See Table C Steel piping(not galvanized) sprinkler systems eliminates the deliv- Viscosity • Brass materials ery delay times associated with dry See Table D • Stainless steel piping pipe systems. Pour Point • Black steel Allowable Temperature Range -16.6°F(-27°C) • Copper Minimum use temperature: • Bronze -10°F(-23,3°Q). . Technical • Cast iron Maximum use temperature: • CPVC 150°F(65°C) Data _ . PEX Fire Performance Approvals • EPDM LFP® Antifreeze has been tested UL Listed • Natural rubber for exposure to fire and fire fighting UL Certified • Nitrile rubber(BUNG-N) effectiveness. FBCTM.System Compatible .. Styrene-butadiene rubber(SBR) Safe Handling Procedures Note:FBC'System Compatible indicates . Fusion bonded epoxy coated ductile LFP®Antifreeze has been formulated that this product has been tested,and is, monitored on an ongoing basis,to assure iron to reduce risks to humans and the envi= its chemical compatibility with FlowGuard ronment.Gloves and eye protection are Gold®, BlazeMaster®and Corzan®pipe recommended when handling LFP® and fittings. FBC'", FlowGuard Gold®, Antifreeze.For additional product infor- BlazeMaster®and Corzan®are licensed For use with other materials, contact mation and Safety Data Sheet,refer to trademarks of The Lubrizol Corporation or Technical Services. www.tyco-fiire.com. its affiliates. When'transitioning between dissimi- lar metallic piping materials, the use of dielectric unions should be taken into consideration. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 6 FEBRUARY 2019 TFP1680 TFP1680 Pbiige 2 of 6 Temperature Change Initial 20-F(-7-C) I 40-F(4'9)_'.j.60'FL1 M.].IRer 11 Fluid Volume _1r%['129:�jjp' -!�(711-C)_.g)_ 149-FAT gal(L) Approximate go,W 25(95) 0.2�(0,8) 0.4(1,5) 0.6(2,3) 0.8(3,0) 1.0(3,8) 1.2(4,5) 1.4(5,3) 1.6(6,1) 50(189) 0.4(1,5) 0.8(3,0) 1.1 (4,2) 1.5(5,7) , 1.9(7,2) 2.3(8,7) 2.8.(10,6) 3.2(12,1) 75(284) 0.6(2,3) 1.1 (4,2) 1.7(6,4) 2.3(8,7) 2.9(11,0) 3.5(13,2) 4.1 (15,5) 4.8(18,2) 100(379) 0.8(3,0) 1.5(5,7) 2.3(8,7) 3.1 (11,7) 3.9(14,8) 4.7(17,8) 5.5(20,8) 6.4(24,2) 150(568) 1.1.(4,2) 2.3(8,7) 3.4(12,9) 4.6(17,4) 5.8(22,0) 7.0(26,5) 8.3(31,4) 9.5(36,0) 200(757) 1.5(5,7) ' 3.0(11,4) 4.6(17,4) 6.2(23,5) 7.8(29,5) 9.4(35,6) 11.0(41,6) 12.7(48,1) 250(946) 1.9(7,2) 3.8(14,4) 5.7(21.6) 7.7(29,1) 9.7(36,7) 11.7(42,3) 13.8(52,2) 15.9(60,2) 300 136) 2.3(8,7) 4.6(17,4) 6.9(26,1) 9.2(34,8) 11.6(44,0) 14.1 (53,4) 16.6(62,8) 19.1 (72,3) NOTES • Interpolation and extrapolation can be calculated for values outside temperatures and volumes listed in Table A. • For examples an calculating fluid expansion and contraction,see the sections titled Expansion Example and Contraction Example,respectively. TABLE LFP@ ANTIFREEZE EXPANSION Approximate Gallons of Fluid/100 ft Tubing Size Steel Schedule PEX CPVC Copper Pipe 40 Pipe Tube Pipe Type L 1/2 in. 1 1.5 3/4 in. - - 2-.. ,- -_. -.. 1-5:.... - -2,5, 1 in. 4.5 3 5 4.5 1 1/4 in. 8 4.5 8 6.5 1 1/2 in. 11 6.5 10.5 9.5 2 in. 17.5 11 16.5 16.0 2 1/2 in. 25 24.0 25 3 in. 38.5 36.5 4 in. 66.5 NOTES • values are approximate. TABLE B LFP@ ANTIFREEZE PIPE FILL Concentra- Tern erature Viscosity, tion Specific Refractive (*C) Centipolse Temperature Density a Gravity of LFP@ at 77*F Index at 770E F Antifreeze (25°C) -10(-23,3) 86.7 C) lb/gaT % (250C) 36(2,2) 12.8 1 kg/m3 Ib/ft2' -10(-23,3) 9.7 1160.2 72.4 100 .1.122-1.129.1.3960-1.39951 70(21,1) 1 6.0 77(25) 9.4 1129 70.3 TABLE C . r 120( 150(65) 9.1 1093.1 68.2 48,9) 2.6 ACCEPTABLE PROPERTY I I RANGES OF 150(65.6) 2.3 NOTES LFP®ANTIFREEZE FOR . TABLE D .This column is used In the k-factor equation MINIMUM USE TEMPERATURE LFP8 ANTIFREEZE provided In the Hydraulic Calculations section. -70°F(-23,3°C) VISCOSITYACROSS TABLE TEMPERATURE RANGES LFP@ ANTIFREEZE DENSITY TFP1680 Page 3 or 6 Design Fluid Contraction and Expansion LFP®Antifreeze is not listed for use in Fluids expand and contract when protecting extra hazard occupancies, exposed to changes in temperatures, Criteria p g p flammable liquids, or use with ESFR resulting in changes in fluid density. LFP® Antifreeze is a solution spe- sprinklers. Thermal expansion shall be taken into cifically tested and listed by UL for account when designing or retrofitting use within the strict parameters and Use of LFP®Antifreeze shall be limited a sprinkler system that will use LFP® requirements in this Technical Data to 40 gal in concealed space and attic Antifreeze by use of an expansion tank. Sheet. occupancies. Table A shows the thermal expansion Hydraulic Calculations or contraction of the solution at differ- AII fire protection systems shall conform Y ent temperatures in sprinkler system to state,local,and NFPA requirements For systems greater than volumes, using the equation for sizing if employing the use of LFP®Antifreeze: 40 gal (151 L}, pipe sizing shall be the expansion chamber due to thermal determined using the TYCO Sprink- expansion in NFPA 13. Layout and Design Calc Hydraulic Program and/or the. p Flow rates, pipe sizing, sprinkler Darcy-Weisbach and Hazen Williams These values and the NFPA 13, 13R, spacing,hanging methods,,and system methods. Because of the density of and 13D Standards for the Installation design must be in accordance with 'LFP®Antifreeze, the k-factor must be of Sprinkler Systems can be used by NFPA 13, 13R, and 13D. Fire sprin- adjusted and the friction loss must be the installer to determine the proper kler systems utilizing LFP®Antifreeze considered in the system design. The 'expansion or contraction arrangement shall meet the system size limitations flowing pressures are to be based upon , of a sprinkler system containing LFP® as follows: a k-factor calculated using the follow- ' Antifreeze. NFPA 13D ing equation: Expansion Example No limitations on sprinkler system ' A . sprinkler system containing volume. Antifreeze shall only be used KA=7.94Kw 50 gal(189 L)of LFP®Antifreeze is sub- in above-ground piping. A KA=sprinklerjected to an environmental temperature k-factor discharging the -18°C NFPA 13R-Occupancies with antifreeze solution - of,0°F( )in the winter months and Dwelling Units Only Kw=sprinkler K-factor discharging an-increase of system temperature to No limitations on sprinkler system water 100.F(38 C)in the summer months,or volume in buildings only containing YA=density of the antifreeze solution a temperature change of 100°F(380C). dwellings.Antifreeze shall only be used at the temperature used for testing in This results in fluid expansion of in above-ground piping. Ib fg9 approximately 2 gal(8 L). NFPA 13R-Mixed Use Occupancies :Contraction Example Where buildings contain mixed use Note:See Table E for density inlb/ft3. A sprinkler system containing occupancies that are fed by a single 300 gal (1136 L) of LFP®Antifreeze is sprinkler system,the system size shall Minimum Design Pressure subjected to an environmental tem- be limited to 40 gal L). Where all The minimum design pressure of the perature of 70 F (21 C) with a later antifreeze sprinkler system feeds solely sprinkler system must be the minimum decrease in system temperature dwelling units, the system size has no required pressure for the sprinklers to -10 F (-23°C), or a temperature limitations. Antifreeze shall only be used. change of 80°F(270C). This results in used in above-ground piping. Where Fluid Sampling Valve Connection a.fluid contraction of approximately an antifreeze sprinkler system feeds The riser must be installed in an area 9.2 gal(35 L). non-dwelling units,it shall be limited to not subject to freezing with a minimum Expansion Tank 40 gal(151 L).If future building renova- temperature of 40°F(40C).A fluid sam Reference NFPA 13 for guidance on the tions result in occupancy classification piing valve connection must be located addition of expansion tanks in new and changes,a fire sprinkler system evalu- at the top of each system riser. The- existing systems.Vessel sizing should ation must be performed to determine sampling valves should be located .be based on the anticipated operat- if any changes are required for the use for ease of access to the valve by ing conditions the system will experk of antifreeze. contractors. ence and the corresponding expansion NFPA 13 The sampling connection will facilitate values in Table A. Buildings with occupancy classifi- implementing the service requirements An expansion tank is highly recom- cations of Light Hazard and Ordi- outlined in the Care and Maintenance mended for all systems(including exist- nary Hazard Group 1 and 2 are section. ing).Without an expansion tank there is limited to a sprinkler system volume potential for water to enter the system of 40 gal (151 L). Storage applica- which can alter the performance'of tions using non-ESFR sprinklers are LFP®;Antifreeze. limited to a sprinkler system volume of Reference NFPA 13, System Require- ments of Antifreeze Systems for alter- nate methods. 'TFP168O ;.Page 4 of 6 Installation �. Storing or carrying the antifreeze solu- S�ttoorring or carrying the antifreeze solu- ;., ,, g n �o ne * t ij�Ig►� } ri, % 4%4he- 8')ne e, n n s O a tiodd&6 l�i2m nts LFP® Antifreeze is pre-mixed at the and reduce the functional life of the and reduce the functional life of the factory per NFPA 13, 13R, 13D. Do solution. solution. not dilute LFP'Antifreeze with water. 5. Fill the system with LFP®Antifreeze. 5. Fill the system with LFP®Antifreeze. Diluting with water or other constitu- The use of a pump with a backflow For LFP® Antifreeze to work cor- ents in the field can adversely impact preventer and pressure capabili- rectly, purge as much air as pos- the properties and performance of the ties to get the system to the sup- sible from the system. Accelerat- solution.The functional life of the solu- tion ply pressure is recommended. For ed corrosion may occur where air ev may be impacted ns the end use LFP® Antifreeze to work correctly, pockets exist in the system. environmental conditions. It is recom- as much air as possible from mended to only use antifreeze in closed purge p 6. After filling the system with LFP® systems as oxygen can contribute to an the system. Accelerated corrosion Antifreeze,test the system again to increased rate of corrosion. may occur where air pockets exist verify the solution has not been di- inthe system. luted with remaining liquids in the New Systems 6. After filling the system with LFP® system. Take samples of the solu- g Use the following guidelines when pre- Antifreeze, test the system to veri- tion from a high and low point in the paring a new sprinkler system for LFP® fy the solution has not been diluted. system. The test-results from the Antifreeze installation: Take samples of the solution from samples shall be the same before 1. Make certain the system has been a high and low point in the system. and after installation for the instal- outfitted with air vent valve(s) and The test results from the samples lation to be successful. fluid sampling valve connections shall be the same before and after System Tag per the plans provided by the sys- installation for the installation to be A system tag must be present on an tem designer. The upper sampling successful.valve(s) should be easily accessi- antifreeze system main valve identify- Existin ble by contractors.The drain valves 9 Systems ing the following: should be located and oriented in a Use the following guidelines when pre- . Type and manufacturer of the anti- paring an existing sprinkler system for way that allows a variety of connec- LFP®Antifreeze installation: freeze solution used tions with ease. ..Volume of antifreeze used 2. The system should be air-tight to 1.1111spect all.sprinklers for mecharik- " prevent leakage. cal damage, corrosion, and evi- Percent concentration by volume of dence of leakage. If any of these antifreeze used 3. Use water to conduct a complete conditions are present, replace the If using LFP®Antifreeze, the percent flush of branch lines and mains to sprinkler per NFPA 25. concentration by volume would be prevent potential risks of contami- nants. 2, The system should be air NFPAPerform a pressure test per ,-tight to 100% since it is a pre-mixed solu- prevent leakage. Air vents are rec- tion. A tag for inspection, testing, NFPA 13, 13R, 13D, to ensure no ommended to reduce the oxygen in and maintenance can also be hung leakage is present.Loss can be de- the system. at the system riser to record annual termined by drop in gauge pressure testing data.Tag design is available on or visual leakage. The water shall 3. Use water to conduct a complete www.tyco-fiire.com. be completely removed from the flush of branch lines and mains to system prior to introducing LFP® prevent potential risks of contami- Storage Antifreeze to the system. nants.The water shall be complete- Store the product in original con- 4. Prior to filling the system with LFP® Iy removed from the system prior to tainer and at a temperature introducing LFP® Antifreeze.to the, between 40OF (4,4°C) minimum and Antifreeze, use an appropriate re- system. 90OF (32,2°C) maximum. Do not mix fractometer and/or hydrometer to the product with other liquids.Eye and test the solution to demonstrate 4. Prior to filling the system with LFP.® hand protection are recommended compliance to property ranges ,in Antifreeze, use an appropriate `re- hand handling the antifreeze solution. Table C. A detailed description of fractometer and/or hydrometer.'to an appropriate hydrometer or re- test the LFP®Antifreeze to demon- fractometer can be found in the strate compliance to property rang- sections titled Using a Hydrometer es in Table C.A detailed description and Using a Refractometer,respec= of an appropriate hydrometer or re- tively.If the solution is discolored or fractometer, can be found in.the the container has dirt present,con- sections titled Using a Hydrometer tact Customer Services. and Using a Refractometer,respec- tively.If the solutiop is discolored or, the container has dirt present,con- tact Customer Services. TFP1660 Page 5 of 6 Care and 3. Discharge a 1/2 gal (2 L) of fluid 3. Discharge a 1/2 gal (2 L) of fluid from!the fluid sampling valve con- from the fluid sampling valve con- nection. Collect and seal the sam- nection. Collect and seal the sam- Maintenance ple in'a clean and dry 3/4 gal (3 L) pie in a clean and dry 3/4 gal (3 L) The sprinkler system owner is respon- or larger container. Allow the sam- or larger container. sible for the inspection, testing, and im m warm until it reaches the min- 4. To measure the refractive index, maintenance of their fire protection imum temperature in Table C. use a digital refractometer that is system and devices in compliance 4. Once the solution reaches the mini- temperature compensating. Fill the with this document,as well as with the' mum temperature, fill the 500 ml .well in the refractometer with solu- applicable NFPA standards,in addition calibrated cylinder with the solu- tion and shut"the cover. Note the to the standards of any authority having tion and gently insert the hydrom-. refractive index as shown on the jurisdiction.Contact the installing con- eter into the cylinder to allow it to refractometer. tractor or product manufacturer with float. Fluid may be added to the Verify the refractive index falls with- VV any questions. cylinder until the hydrometer is 5. in the acceptable range listed in Ta- It is recommended that automatic floating.Note the specific gravity as ble C. If the test results for all the sprinkler antifreeze systems be shown on the hydrometer. Check samples are within the acceptable inspected,tested,and maintained by a the temperature using an appropri- ranges,the inspection is complete. qualified inspection,testing,and main- ate thermometer. tenance service. 5.Verify the specific gravity falls with- 6. If the test results from any of the in the acceptable range listed in Ta- samples fall outside of the accept- Fluid Test ble C. If the test results.for all the able ranges, drain out the system, sam pies are within the acceptable and pump in new LFP®Antifreeze. At least once a year, an inspection, Fran es,the Inspection is complete. Take samples and test again. If the testing,and maintenance service shall g p p samples continue to fall outside of take a measurement of the specific 6. If the test results from any of the the acceptable specifications, then gravity or refractive index of the fluid in .,..samples fall outside of the accept- the system shall'be emptied and the LFP®Antifreeze system. The fluid able ranges, drain out the system, vacuumed clean of any remaining must be replaced if either property and pump in new LFP®Antifreeze. fluid. Recharge the system per the deviates from that originally supplied Take samples and test again. If the Existing System Installation sec- within the allowed tolerance,as speck. samples continue to fall outside of tion. If the samples fall within the fled in Table C. the acceptable specifications,then acceptable range, top off the sys- A detailed description of an appropri- c`the system shall be emptied and . tem to replace the liquid removed ate hydrometer or refractometer can vacuumed clean of any remaining for the samples. be found in the sections titled Using a fluid. Recharge the system per the Hydrometer and Using a Refractometer, Existing System Installation sec- respectively.A recommended hydrom- tion.,If the samples fall within the Contaminants or otherforei n materials eter,refractometer and accessories are acceptable range, top off the sys- g available for purchase, as listed in the tern to replace the liquid removed within a sprinkler system may adversely for the samples. impact the properties and performance Ordering Procedure section. . p of LFP®Antifreeze.See the Installation It is required to have test equipment Using a Refractometer section for instructions on flushing and calibrated annually to reduce the risk of 1. Ensure that your refractometer is recharging the system if the solution incorrect test results.Two test methods temperature compensating and falls outside of the acceptable range are acceptable per NFPA 25,and either that it measures refractive index. since the last inspection. may be used to verify that the anti- The range of refractive index mea- freeze is within the specification limits. surements should cover the ac- . Usinga Hydrometer ceptable refractive index range list-' Use'of LFP®Antifreeze shall be in con- ed in Table C and the refractometer 1. Ensure that your hydrometer mea- should have increments of at most formance with all state and local health sures specific gravity. The range 0.0001. and environmental regulations for the of specific gravity measurements location where it is installed. If a small should cover the acceptable spe- 2• Ensure the main supply valve is amount of antifreeze solution is spilled, cific gravity range listed in Table C closed prior to taking a sample to absorbent towels are recommended to and the hydrometer should have in- test.If the valve is open,supply wa- clean,up spill.Towels used to clean up crements of at most 0.002. ter will be,pulled into the system spill can be disposed of in the garbage. when the first sample is removed Use caution following a spill as the floor 2. Ensure the main supply valve is from the system. Test separate may remain slippery in the area of the closed prior to taking a sample to samples from the top of each sys- spill. Consult with a local waste water test. If the valve is open,supply wa- tem and at the bottom of each sys- treatment plant or council for informa- ter will be pulled Into the system---== .:::,•temp or otherwise regi.iired,by appli- tion on procedures to follow for the dis- when the first sample is removed cable NFPA standards. If the most posal of large amounts of waste water. from the system. Test separate remote portion of the system or the samples from the top of each sys- interface with the wet pipe system Disposal tem and at the bottom of each sys- is not near the top or the bottom . Any disposal of LFP®Antifreeze shall tem,or otherwise required by appli- of the system, additional samples be in conformance with all federal, cable NFPA standards. If the most must be checked. state, and local waste regulations. remote portion of the system or the Refer to the LFP® Antifreeze Safety interface with the wet pipe system Data.Sheet for more details. is not near the top or the bottom . of the system, additional samples must be checked. TFP1680 ,Page 6of6 Testing Instruments L►m►ted Ordering Recommended instruments for testing -.War.r_.ar�f :.�.;.�: .a:• r,;..,.,'���i ®Antifreeze installation ma' - ,I lFP A ze for all or In , &ll� For warranty terms and conditions,visit Contact your local distributor for avail- FISHER SCIENTIFIC, using the foltow- www.tyco-fire.com. ability.When placing an order,indicate ing part numbers: the full product name and Part Number Hydrometer......................13202421 (P/N). Graduated Cylinder.................115822 Thermometer....................13201647 LFP®Antifreeze Refractometer...................12561346 Specify: LFP®Antifreeze, (specify net contents),P/N(specify): Pallet of 5 gal(19 L)pails, 36 per pallet.. ..............54028 Pallet of 30 gal(114 L)drums, 5 per pallet.........................54029 Note: Minimum order quantity is 1 pallet of 36 pails or 5 drums. Smaller quantities may be purchased through a Johnson Controls authorized distributor. 1400 Pennbrook Parkway,Lansdale,PA 184461 Telephone+1-215-362-0700 O aalOJohnwn ControW All rfOhts nnrwd.Ali specifications and otlwrinfolnwtlon WFo"n afuraMnotdowmsra nvlWon daaand maubjmttoohanps wlthoutnotiw. LFPlaar.gkWWbrd_*&Jabrnon C aW va onbolq NATIONAL FIRE PROTECTIONASSOCIATION NFPA ,phWWtr dw Uol NnbmW Firm m Rot�tl�Asom♦tlmq ♦� FLOWOUARD GOLD-,BLAZEMASIEM.CORZANa,arid FBC-SYSTEM COMPATIBLE PROGRAM Is a k nmd badwrark of The Wbrhsl Corporation or m afAeafrK Controls FISHER SCIENTIFICr Is sf Wwrka k of FWw Sc4rMo Bulletin 014 August 2022 ® Model F1 FR Series Quick Response CD Glass Bulb Sprinklers `kfcs.`'SirrY�" 1''` Ys""i.+k's.`-S+aS_ilfi?'"9Xya;# e'rt:'a--,i.;�, `A'.: p ..-. C cn rr N O Mode F1?F1-5�prir>�kler�Tj `'� N StandardTSpray .prigh� " Standard Spray ende' nt Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Horizontal Sidewall r Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler CZ 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 `" 2'` >; Standard Spray Pendent } Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed - u. Recessed W Types Horizontal Sidewall Pendent Pendent/FP m $ Standard Spray Pendent with less than 0.25% Lead Con- 0 tent Listing &Approvals . The following organizations provide Listings or Approvals for 3 various Model F1 FIR series sprinklers. See the Design and Installation table in this Bulletin for information on specific XLH Upright XLH Pendent XLH Recessed G listings and approvals applicable to each sprinkler. � Pendent F 1/172 1. Underwriters Laboratories Inc.and Certified for Cana- Product Description a- da (cULus) in accordance with ANSI/UL199. p . u; 2. 'FM Approvals (FM) Reliable Model F1 FR series sprinklers f_ 0 3. Loss Prevention Certification Board (LPCB) are quick-response automatic sprinklers 4. VdS Schadenverhutung GmbH (VdS) with a glass bulb thermal element. Model v 5. Underwriters Laboratories Inc. and Underwriters Lab- F1 FIR series sprinklers are Standard Spray co oratories of Canada Certified for Health Effects to NSF/ sprinklers,with the exception of the Model ANSI Standard 61 Annex G (ULH) F1 FR56 Conventional sprinkler which is XLH Recessed 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- an Old-style/Conventional sprinkler. Pendent FP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb. These sprinklers have demonstrated 7. WaterMark certified. Certificate Number 23347. (WM) response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response UL Listing Category enables the Model F1 FIR Series sprinklers to apply water to a Sprinklers,Automatic&Open(VNIV) fire faster than standard-response sprinklers of the same tem- Quick Response Sprinkler perature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule.This glass bulb is specially constructed 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 in Model F1 FR Series sprinklers must be installed with the Reli- both the liquid and vapor phases.The vapor phase can be seen able sprinkler installation wrench identified in the Design and as a small bubble.As heat is applied,the liquid expands,forcing Installation Information table in this Bulletin. Any other wreT_h the bubble smaller and smaller as the liquid pressure increases. may damage the sprinkler. A leak tight sprinkler joint can be Continued heating forces the liquid to push out against the bulb, obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not causing the glass to shatter,opening the waterway and allowing tighten sprinklers over the maximum recommended installation the deflector to distribute the discharging water.- torque. Exceeding the maximum recommended installation Model F1 FR Series sprinklers provide a wide range of options torque may cause leakage or impairment of the sprinkler. where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3,as applicable to the specific • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 model being installed.The Recessed Escutcheon Data table in metric), and 5.6 (80 metric) the Bulletin identifies the only recessed escutcheons that are • Flush, recessed, and concealed installations permitted to be used with each Model F1 FR Series Recessed See the Design and Installation Information table in this Bul- sprinkler.The use of any other recessed escutcheon will void all letin for information on the approvals and availability of specific approvals and negate Tall warranties. Model F1 FR series sprinkler configurations. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizontal Model F1 FR Series.Concealed Pendent sprinklers are to = Sidewall sprinklers are required to be used with Reliable Model be installed as shown.in Fig. 4 or Fig. 5, as applicable to the _J F1, F2, or FP recessed escutcheons.,See the Recessed Es- selected cover plate. Model F1 FR56 Concealed Pendent and cutcheon Data table in this Bulletin for listing and approval infor- Model F1 FR56LL Concealed Pendent sprinklers have a facto- �u mation with each specific Model F1 FR series sprinkler. Model ry-installed Model CCP cup.A protective cap is installed at the F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are factory that should remain on the sprinkler until the sprinkler is a friction fit assembly allowing for 3/4-inch (19mm) and 1/2- installed and should then be reinstalled on the sprinkler until the yinch(12.7mm)of adjustment, respectively. Model FP recessed cover plate is installed.The concealed sprinkler assemblies are escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) completed by the installation of a Model CCP push-on/thread- threaded adjustment. off cover plate assembly.The cover plate and sprinkler cup as- Model F1 FR56 Concealed Pendent and Model F1 FR56LL semblies are joined using a cover plate skirt with flexible tabs Concealed Pendent sprinklers are required to be used with for threaded'engagement. A choice of two Model CCP cover L Model CCP cover plates.A standard profile Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch v plate is available that provides up to 1/2-inch(12.7mm)of cover (8mm) of cover adjustment. Do not install Model F1 FR Series plate adjustment. In addition, a low profile Model CCP cover Concealed Pendent sprinklers in ceilings which have positive a plate is also available that provides up to 5/16-inch (8.Omm)of pressure in the space above. cover plate adjustment. See the Design and Installation Infor- Model F1 FR Series Concealed Pendent sprinklers require o mation and Listed and Approved Temperature Ratings tables a 2-5/8-inch (67mm)diameter hole to be cut in the ceiling. The in this Bulletin for further information on approved cover plate Model W4 wrench is used to engage the sprinkler wrenching sur- options. faces and to install the sprinkler in the fitting.Remove the protective . v Application cap to install the sprinkler,then reinstall the protective cap until the (n W Model F1 FR Series sprinklers are intended for use in ac- cover plate is installed.When inserting or removing the wrench from cordance with N FPA 13, FM Property Loss Prevention Data the sprinkler/cup assembly,care should be taken to prevent dam- es Sheets, and the requirements of the Authority Having Juris- age to the sprinkler. Do not wrench any other part of the sprinkler/ diction. Care must be exercised that the k-factor, tempera- cup assembly. Installation is completed by removing the protective G ture rating, deflector style, and sprinkler type are in accor- cap from the sprinkler and pushing the cover plate onto the cup. z dance with the requirements of the applicable design and Final adjustment is made by hand turning the cover plate until the installation standards. In addition, Model F1 FR Series sprin- skirt flange makes full contact with the ceiling.Cover plate removal klers must be used in accordance with their listings and ap- requires turning the cover plate in the counter clockwise direction. cc provals, as well as the information provided in this Bulletin. After installation, inspect all sprinklers to ensure that there is a gap Installation between the cover plate and ceiling and that the four cup slots are Glass bulb sprinklers have orange bulb protectors or protec- open and free from any air flow impediment to the space above. tive caps to minimize bulb damage during shipping, handling Concealed cover plate/cup assemblies are listed only for use and installation. Reliable sprinkler installation-wrenches are with specific sprinklers.The use of any concealed cover plate/ designed to install sprinklers with bulb protectors in place. Re- cup assembly other.than the Reliable Model CCP with Model move the bulb protector at the time when the sprinkler system is F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed placed in service for fire protection.Removal of the bulb protec- Pendent sprinklers or the use of the Model CCP Concealed for before this time may leave the bulb vulnerable to damage. cover plate assembly on any sprinkler with which it is not spe- Remove bulb protectors by undoing the clasp by hand. Do not cifically listed my prevent good fire protection and will void all use tools to remove bulb protectors. guarantees,warranties, listings and approvals. 2. Technical Data: '.'Sensitivity: Quick-response Thread Size:1/2-inch NPT standard; ISO 7-131/2 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) _; .....r_..,,,,..:,.r:a•.�::m:,,.:x�^mnt.M c•:+:ue.�x�....,�.q„, .q..ta rou;xiar.•.w(.r:u'r:„uk'+ern;;��'m;.,�.r,+,:e:....-.•o-,mti:.swrnc•::� 'z,.•_...,.,. _ Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector! Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 W4 RA1411 cULus 2 n Upright 2.25 57 W2 RA1421 cULus 1,2 F1 FR40 4.0 57 3/8 10 Pendent 2.25 57 W2 RA1418 VdS Q Recessed Pendent 2.25 57 W4 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 a Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1410 cULus,ULH N F1.FR42LL 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1410 cULus,ULH FIFRXLH. Pendent 2.25 57 W2 RA1413 cULus 2 q '(F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 ci cULLis, FM, Y Pendent 2.25 57 W2 RA1414 LPCB,VdS, EC, 1,2,3,4 o WM o cULus,FM, Recessed Pendent 2.25 57 W4 RA1414 LPCB,VdS,EC, 1,2,3,4 WM -1.5 cLlLus,VdS,EC, Concealed Pendent 2.25 57 W4 RA1414 WM 5,6 CL cULus, FM, o Upright .2Z5 :57 -, `"W2----RA1425" L`FCB'„VdS',;.EC, '�1;2,3;,4 "Conventional LPCB,VdS, EC, -0 2.25 57 W2 RA1475 4 (D (Pendent or Upright)" WM Pendent 2.25 57 W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 W4 RA1415 cULus,ULH a Concealed Pendent 2.25 57 W4 RA1415 cULus,ULH 6 a Horizontal Sidewall 2.63 67 W2 RA1435 cULus,FM 1,2,3,7 6i FiFR56 5.6 80 1/2 15 Recessed Horizontal O Sidewall 2.63 67 W4 RA1435 cULus,FM 8 N Vertical Sidewall(Pen- cULus,FM, o F1 FR56 5.6 80 1/2 15 dent or Upright) 2.25 57 W2 RA1485 LPCB 1,2,3,9 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. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprinklers 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 F1 FR56LL 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 5/1 6-inch(8.0 mm)of adjustment. (7)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. (1)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (1)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/ 100T(38*C)Max.Ambient 150*F(65°C)Max.Ambient 225OF(107°C)Max. Model Orientation Temp. Temp. Ambient Temp. 135T(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286OF(1410C)Temp. Temp.R Ing Temp.Rating Temp.Rating Temp.Rating Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1 FR28 Recessed Pendent cULus Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1 FR42 Recessed Pendent cULus Upright cULus F1FR42LL Pendent `` - r ,s:",77;,.: ,� " s 3, cULus,ULH �. �,.,. c Recessed Pendentm% ..�: •:ti. :<: K: --.; ;R:" :.'" cULus,ULH Pendent cULus✓ `n F1 FRXLH Recessed Pendent cULus - X Upright cULus o Pendent cULus, FM,LPCB,VdS,EC,WM Recessed Pendent cULus,FM,LPCB,VdS,EC,WM �� Concealed Pendent* cULus VdS,EC, F1 FR56 de t* c ULus,WM WM cULus,WM C5 Upright cULus,FM,LPCB,VdS EC,WM d "Conventional LPCB,VdS,EC,WM C Pendent or Upright)" �i Pendent , ' - ;° e� � '�`:`, � w s;�:;�:,�°:,�:�.� . ".. ^� ',., 3�%�A�: "�'"-°s cULus,ULH FlFR56LL Recessed Pendent ., „F9 a -•: e F -' ' :gs3 cULus, ULH Concealed Pendent* cULus, ULH o Horizontal Sidewall cULus, FM L F1 FR56 Recessed Horizontal cULus,FM > Sidewall Vertical Sidewall(Pen- F1 FR56 dent or Upright) CL cULus,FM,LPCB * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP o cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For In- termediate Temperature Classification sprinklers use a 165°F(74°C) temperature rated cover plate. a� Recessed Escutcheon Data Listed and Approved Recessed Escutcheons 1° Deflector/ Model F1 Model F2 Model FP Model (Fig.1 &3) (Fig.1 8:3). (Fig.2) SIN Orientation 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) O adjustment adjustment adjustment z F1FR28 Recessed Pendent cULus cULus cULus RA1411 o F1 FR40 Recessed Pendent VdS VdS VdS RA1418 N F1FR42 Recessed Pendent cULus cULus cULus RA1413 m FlFR42LL Recessed Pendent cULus,ULH cULus,ULH cULus,ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB,VdS, cULus,FM,LPCB, cULus,VdS, EC,WM RA1414 EC,WM VdS, EC,WM F1FR56LL Recessed Pendent cULus, ULH cULus,ULH cULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus,FM cULus RA1435 4. y, 2 114-HOLE DIA. [57.2mmJ 1 15/16"D14 [49.2mmj .- ..--_ .. .. >;'fi'•"-;�:,xk`�Y�:ttiSt�1?;s3�:�', 'Jr-.<�iWt'�'i'�" '.tok'FY`ti1�'{'�::+`.'�`ir";�1`�.i�`,i' '•ep�'�.'As`.+h";`G �.3`iH`•�'�'�?4's?�'.�.F�td����.m:uf:;'.''�:;;_:e;t...;:•.: 1"X 112 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER FACE OF FITTING WRENCH BOSS \ / TO FACE OF CEILING DIMENSION II I - II F1 ESCUTCHEON II II AT MAXIMUM RECESS = 1'[25.4mm] L J AT MINIMUM RECESS = 3/8'T9.5mm] co F1 ESCUTCHEONS F2 ESCUTCHEON 3/4'T l9mm] AT MAXIMUM RECESS = 3/4'T 19mm] ADJUSTMENT vu AT MINIMUM RECESS = 3/8[9.5mmJ F2 ESCUTCHEON CL 112T 12.7mmJ U) Fl ESCUTCHEON ADJUSTMENT J 1/6" AT MAXIMUM RECESS = 7/8'T22.2mmJ x [3.2mmJ AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'T28.6mm] cN AT MINIMUM RECESS = 1-5/8'T41.3mm] v . Y 2 27132"DIA. Y [722mmJ Cd CV Fig. 1 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & o F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon a� • .a I I 1" X 112 REDUCER (D -----I----- 2 5/8" DIA. [66.7mm] HOLE IN CEILING ` I 3 \ � N 2 5/16" DIA. [58.7mm] (D CUP ca L J d CEILJNG Cd FACE OF FITTING I- TO FACE OF CEILING O _ __ _ DIMENSION _ AT MIC\1 AT MAXIMUM RECESS 1-112 NIMUM MUM RECESS = 1[25.4mm] mJ 0 N C c I AT MAXIMUM RECESS = 9/16[14.3mm] %2'[12.7mm] AT MINIMUM RECESS = 1[25.4mm] ADJUSTMENT 3 114" DIA. [82.6mm] Fig. 2 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 F3 F1 ESCUTCHEON AT MAXIMUM RECESS = 1[25.4mm] AT MINIMUM RECESS = 3/8[9.5mm] F1 ESCUTCHEON E2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4[[19mm] AT MINIMUM RECESS = 2—V16[52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 114" HOLE DIA. AT MINIMUM RECESS = 2—V16[52.4mm] [57.2mm] [3.2m2mm] 1" X 112" REDUCER n' I I �c 1 15116" DIA.�/nm' __ _ _ 4'=12" 49.2mm i n — [101.6mm-304.8mm] [ ] i roll i 2 27/32" DIA. CEILING TO [72.2mm] DEFLECTOR r I _ TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER: El ESCUTCHEON N WRENCH BOSS Y 3/4•[19mm] ADJUSTMENT F2 ESCUTCHEON Y 1/2[12.7mm] ADJUSTMENT 00 • orsmg . 0 RECESSED HSW W/F1 OR F2 ESCUTCHEON o - c (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. 0 �, Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1.or F2 escutcheon o .. Q- 1" x 112" REDUCING TEE OR ELBOW o — — — — a� 2 518" DIA. 2 5116" DIA — HOLE IN CEILING L J n CUP TT;r. 00 1 112" MAX. z A j FACE OF FITTING IN '_' TO FACE OF CEILING IN - """' DIMENSION N CEILING 112" MAX. 75116" 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. 1" x 112" REDUCING TEE OR ELBOW ------ --------+-------- —— 2 5/16" DIA — I HOLE IN CEILING L_ J CUP 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING I L 5/16" MAX. 3/4" COVER ADJUSTMENT j COVER PLATE— ASSEMBLY 3 5/16" DIA. X SPRINKLER cco CONCEALED, 5Z16" ADJUSTMENT 017FG02A N Fig. 5- Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16- o inch (8.Omm) adjustment-Model CCP cover plate v Y C6 Maintenance Material Data Y The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass,QM Brass,or Low Lead Brass o the sprinkler system maintained in accordance with NFPA 25. U) Deflector: CDA Alloy 220,260,or 510 c Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids.Remove dust by using a soft brush or gen- Load ScrewlPintle: CDA Alloy 360 or 544 > tie vacuuming. Replace any sprinkler which has been painted Cup: CDA Alloy 651 or 693 (other than factory applied) or damaged in any way.A stock of Washer: Nickel Alloy 440 or 360,coated with PTFE cc spare sprinklers should be maintained to allow quick replace- Adhesive Tape CL ment of damaged or operated sprinklers. Bulb: Glass 10 Finishes (1)(2) y Standard Finishes OrderingInformation Sprinkler Escutcheon Cover late Bronze Brass I Chrome Specify: Chrome Chrome White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] v0 White Polyester(3)(6)(7) White S ecial A lication Finishes [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] a Sprinkler Escutcheon Cover plate 2. Sprinkler Deflector/Orientation: [Pendent][Recessed n Electroless Nickel Pendent][Upright][Conventional][Horizontal Sidewall] w PTFE�3j�4> Stainless Steel Bright Brass p Black Polyester(3)(5)(7) Bright Brass Black [Recessed Horizontal Sidewall][Vertical Sidewall] Z Bright Brass(5) Black Off white 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] N Off White�5>�'� Off White Satin Chrome 4. Sprinkler Temperature Rating: [135,'F (570C)][155°F N Satin Chrome I Satin Chrome (680C)][175°F(790C)][200°F(93°C)][286°F(141°C)] O)Other finishes and colors may be available on special order. Consult the 5. Sprinkler Finish factory for rany tails. 6. Escutcheon Model: [F1][F2][FP] (2)Paint or any other coating applied over the factory finish will void all approvals and warranties. 7. Escutcheon Finish (where applicable) (3) cULus Listed as corrosion Resistant. 8. Cover plate Model: [standard profile CCP 1/2-inch (4) FM Approved as Corrosion Resistant for SIN RA1414, RA1425, RA1435, (12.7mm) adjustment][low profile CCP 5/16-inch and . (8.0mm) adjustment] (5> 200*F(93(93*C)maximum temperature rated sprinkler only. (5)VdS Approved for RAI425,RA1414,RA1418,and RA1475. 9. Cover plate Temperature Rating: [135°F (57'C) for use (') LPCB Approved for RA1425,RA1414,and RA1475. with Ordinary Temperature sprinklers][165°F (74'C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note:When Model F1 FR Series Recessed sprinklers are ordered,the sprin- klers and escutcheons are packaged separately. 7. Reliab.le, . , For, Comple, te Protection Reliable offers a wide selection of sprinkler components. Following are some of the many pre- cision-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 C • Concealed automatic sprinklers • Electrical system r J • Adjustable automatic sprinklers Sprinkler emergency cabinets • Dry automatic sprinklers Sprinkler wrenches • Intermediate level sprinklers Sprinkler escutcheons and guards cv G • Open sprinklers Inspectors test connections o . • Spray nozzles • Sight drains v • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves Air maintenance devices • Accelerators for dry pipe valves 0Air compressors z • Mechanical sprinkler alarms • Pressure gauges N • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • 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 over 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled (800)431-1588 Sales Offices Paper ;� (800)848-6051 Sales Fax Revision lines indicate updated or new data. r_ -_�i (914)829-2042 Corporate Offices vww.reliablesprinkler.com Internet Address EG.Printed in U.S.A.08/22 PM 9999970300 Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631) 723-3095 SENTRY o Fire Sprinkler Calculcations For 55465 Main Road Southold, NY 11971 �pF NEW YO CO Cft �F o OFESS���P CALCULATION SUMMARY Project Name:55465 Main Road Project Location: 55465 Main Road Contract No.:S23.4671 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/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) LIGHT HAZARD 450 29.6 Required 0.066 7 14.8 2 0 14.9 39.1 File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright O 2002-2012 Tyco Fire Protection Products Pagel HYDRAULIC CALCULATIONS for Jog Information Project Name:55465 Main Road Contract No.:S23.4671 City: Southold, NY 11971 Project Location: 55465 Main Road Date:4/26/2023 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 2nd FLR CLOSET/HALL Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.066 Area of Application(ft2), 450 Coverage per Sprinkler(ft2) 225 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 29.6 Required Pressure at Source(psi) 39.1 Type of System Wet Volume-Entire System (gal) 2.8 gal Water Supply Information Date 06/25/2018, Location BOISSEAU AVE S/O HUMMEL AVE Source W1 Notes File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:55465 Main Road Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 lOntimized Hvdraulic SimaU fiiedl i File:S23.4671-55465 Main Road.dwg Date 511/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:-55465 Main Road Hydraulic Analysis for : 1 Calbulation 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/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 54 2026 36 Supply Analysis Node at Source Static Pressure Residual Pressure Flow Available Total Demand Required Pressure (psi) (psi) (gpm) Pressure(psi) (gpm) (psi) �. W1 54 36 2026 54 29.6 39.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) — — — — — — — — — — — — — — — — — — — — - — — — — — — — — Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 29.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler.Flow(gpm) 0 — — — — — — — — — — — — — — — — — — — — 7 — — — — — — — — Total Sprinkler Flow(gpm) 29.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 39.1 W1 -Flow(gpm) 29.6 Demand w/o System Pump(s) N/A File:S23.4671-55465 Main Road.dwg. Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:55465 Main Road Hydraulic Analysis for : I 0 supply'-o System Demand 0 AvailableAtSource� T Nit ............... ............... ........ .......................... .......... 54 psi 29.6 gpm .......... 5 —7— rL 40 , � �------ ; S2 - 1 i �.__ f i �, - � ...._ I � I ,-_, 33y036 U) 30- IL 2 0 600700800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 22001 Flow,gpm File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:.55465 Main Road Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 54 S2 Supply point#2-Residual 2026 36 D1 Elevation Pressure 0 10.4 D2 ISystern Demand 29.6 39.1 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow(gpm) Pressure (psi) @ Flow (gpm) Supply 54 37.1 14.9 29.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure M) (gpm/psi+/a) (gpm/ftz) (gpm) (psi) (gpm/ft2)• (gpm) (psi) S1 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler S2 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler 't• File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:55465 Main Road Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Y Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge sil gpm ft2 psi psi ft gpm/p /2 gpm gpm/ft2 psi gpm S1 Overhead Sprinkler 5.6 14.8 225 7 7 27 HEAD Open 3.6 0.066 -10.4 11.3 S2 Overhead Sprinkler 5.6 14.8 225 7 7 27 HEAD Open 3.6 0.066 -10.4 11.3 01 Node 7.4 27 NODE -10.4 02 Node 15.4 17.5 NODE -6.3 04 Node 16.6 17.5 NODE -6.3 05 Node 17.4 17.5 NODE -6.3 46-0 Node 34.5 3 NODE 0 46-I Node 38.4 3 NODE 0 wl Supply -29 6 39.1 3 SUPPLY 0 File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job name:55465 Main Road 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/Ps11/2) Wpm) (in) (ft) (ft) (psi) (psi) S1 27 5.6 14.8 1 lx(us.Tee-Br)=5 0.5 120 7 01 27 14.8 1.049 5 0.0744 0 5.5 0.4 1 27 14.8 1 lx(us.Tee-Br)=5. 9.5 120 7.4 02 17.5 29.6 1.049 5 0.2686 4.1 14.5 3.9 02 17.5 -12.3 1 lx(us.Tee-Br)=5 7.15 120 15.4 04 17.5 17.3 1.049 5 0.0992 0 12.15 1.2 04 17.5 0 1 lx(us.Tee-Br)=5 2.52 120 16.6 05 17.5 17.3 1.049 5 0.0992 0 7.52 0.7 05 17.5 12.3 1 4x(us.90)=8 22.25 120 17.4 46-0 3 29.6 1.049 2x(us.Tee-Br)=10 . 18 0.2686 6.3 40.25 10.8 46-0 3 0 1 0.79 34.5 Ames2000B 46-I 3 29.6 0 0 5.0081 0 *** 0.79 4 46-I 3 0 1 2.5 120 38.4 W 1 3 29.6 1.049 0 0.2686 0 2.5 0.7 S2 27 5.6 14.8 1 lx(us.Tee-Br)=5 0.5 120 7 01 27 14.8 1.049 5 0.0744 0 5.5 0.4 02 17.5 0 1 4x(us.Tee-Br)=20 16.86 120 15.4 05 17.5 12.3 1.049 20 0.0529 0 36.86 2 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:55465 Main Road Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Name:W1 ........... .. . _.........__._._..—.— i t 40_ ti I is-- - ( -- --- ---- — i 10_ I s_ n a _ Flow,gpm r Pressure Loss Function Design Area:1; BFP Ref.:67(Ames2000B,Size=1);Inlet Node:46-I;Outlet Node:46-0 i I 7_ i d 4 Psi @ 29.6 9Pm I - ----- -- Flow,gpm File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 v SYS �.` SENSOR� WFDTN Series Waterflow Detector y V L- System Sensor WFDTN T-Tap Waterflow detectors are designed for primary signaling in residential systems and branch line signaling. Features The new WFDTN Series waterflow detectors from System Sensor consists of a rugged,NEMA 4-rated enclosure that is • New directional cover allows installers and inspectors to more damage resistant than previous metal designs.The waterflow easily see the direction of flow detector is designed for both indoor and outdoor use,with the widest • UL-listed models are NEMA 4 rated available temperature range,from 32°F to 150°F. • New cover provides a better seal,is lighter weight,not painted. Both.the WFDTN,,wfth:,irtcorporated,timer.apd WFDTNRN.with._ , and corrosion resistant immediate actidat!6n'fit any tee that has a 1 in.NPT branch, • Sealed retard mechanism immune to dust and other contaminants including:1 in., 1%in.,1% in.and 2in.NPT threaded ferrous and • Less exposed metal reduces shock hazard,plastic cover acts brass tees; 1 in., 1%in., Thin.and 21n.copper sweat tees;Tyco, as insulator and is resistant to arcing Spears,NIBBCO brand 1 in.CPVC tees.Twelve different clearly • marked plastic paddles are available to fit different installation Visual switch activation configurations. • Audible switch activation(73 dBA) • Field-replaceable timer/switch assembly UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry.Inside,two sets of SPDT(Form C) • Accommodates up to 12 AWG wire synchronized switches are enclosed in a durable terminal block with • Switch Synchronization activates both alarm panel new layout designed to make wiring easy with wire ready terminals, and local bell or horn strobe COM terminals are on a different elevation,large barrier between • Tamper-resistant cover screws switches and easy to read raised textured lettering all make wiring easy.An optional cover tamper switch is available,securely snaps • Improved water sealing into place,no tools required. • Reduced product weight • Wire-ready terminals The WFDTN incorporates a mechanical time delay feature,which minimizes the risk of false alarm due to pressure surges or air • Improved wiring with new terminal block layout trapped in the fire sprinkler system.The larger and easy to turn timer • Snap-in optional cover tamper switch dial makes setting the waterflow detector easy with high contrast pad printed markings.The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 seconds;a notch is also indicated on the dial to locate approximately 30 seconds making setting the detector in dimmly lit locations easy. Agency Listings The WFDTN series is designed for accuracy and repeatability.'The detector also offers improved performance during vibration in riser C applications where detectors are exposed to a large in rush of water. UL US .®� FM LISTED APPROWED S739 30512266 Waterflow Detector Specifications r Model shall be WFDTN or WFDTNRN as manufactured by System Sensor. T-Tap waterflow detectors shall be installed on a tee that has a 1 in. NPT branch including:1 in., 1 V4 in., 11h in.and tin.NPT threaded ferrous and brass tee; 1 in., 1 A in., 11h in.and tin.copper sweat tees;Tyco, Spears,NIBBCO brand 1 in.CPVC tees as designed on the drawing and/or as specified herein.Detectors shall mount on any clear pipe span of the appropriate nominal size,either a vertical upflow or horizontal run at least 6"from any fittings or valves that may change water direction, flow rate,or pipe diameter or no closer than 24in.from a valve or drain.Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 375 psi.The WFDTN detector with incorporated time delay mechanism shall respond to waterflow in the specified direction after a preset time delay that is field adjustable.The delay mechanism shall be a sealed mechanical pneumatic unit with visual and audible indication of actuation.The actuation mechanism shall include a ethylene vinyl acetate vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism.Outputs shall consist of dual SPDT switches(Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors.A grounding provision is provided.Unless noted,enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc.All detectors shall be listed by Underwriters Laboratories Inc.for indoor or outdoor use. Standard Specifications Pressure Rating 375 PSI Operating Temperature Range 320F to 150OF(0°C to 60°C) Maximum Surge 18 Feet Per Second(FPS) Enclosure Rating* NEMA 4-suitable for indoor/outdoor use Triggering Threshold 4-10 GPM Cover Tamper Switch Standard with ULC models,optional for Bandwidth(Flow Rate) UL models,part no.CTS Conduit Entrances Two openings for 1/2in.conduit. Service Use Automatic Sprinkler:NFPA-13 NEMA 4 rated plugs One or Two Family Dwelling:NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code:NFPA-72 Contact Ratings Two sets of SPDT(Form C) U.S.Patent Numbers 5,213,205 10.0 A,1/2 HP®125/250 VAC 2.5 A®6/12/24 VDC Compatible Tee Fittings Threaded ferrous and brass tees, Warranty 3 Years copper sweat tees,CPVC tees. WFDTN Field Wiring Diagram UL-LISTED SSM24-X COMPATIBLE SSV120-X NOTE:COMMON AND B-NO CONTROL PANEL CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED,I.E., POWER + WHEN WATER IS FLOWING.DUAL SWITCHES PERMIT APPLICATIONS 24VDC OR TO BE COMBINED ON A SINGLE DETECTOR. 120VAC CONTACT RATINGS INITIATING SUGGESTED EOL 125/250VAC 10AMPS LOOP RESISTOR 24 VDC 2.5 AMPS SCHEMATIC OF A-NC INDIVIDUAL SWITCH IN COM `NO WATERFLOW' CONDITION n A-N B- O o O - B-NO BREAK WIRE AS SHOWN FOR 9 SUPERVISION OF CONNECTION.DO NOT ALLOW STRIPPED WIRE O �e ® LEADS TO EXTEND StiVITPR BEYOND SWITCH �D=I�IO READY STATE HOUSING.DO NOT LOOP WIRES. V�elay Adjustment Dial ELAY ADJUSTMENT O DIAL 00 �° 0 0 � ' a 0 Al oci �a NOTE:RETARD TIME MAY EXCEED 90 SECONDS.ADJUST AND VERIFYTHATTIME DOES NOT EXCEED 90 SECONDS. NUMBER ON DIAL IS APPROXIMATETIME DELAY IN SECONDS Overall Dimensions,Installed 3-1/2" 2-5/8" 4" TEE ADAPTER INSTALLATION GAUGE END OF PADDLE TREE MUST TEE DEPTH FITBETWEENTOPOFTEE AND BOTTOM OF FLANGE ","--TEE FITTING PLASTIC VANE DESIGNED TO FIT WITHIN 2 X 4 STUD WALL CONSTRUCTION Ordering Information UL Model ULC Model Description WFDTN WFDTNA Waterflow Detector,Fds 1 in.,1%in.,1'Ain.,tin.ferrous and brass threaded tees; 1 in.,1 Y4 in.,11h in.,tin.copper sweat tees;1 in.CPVC tees. WFDTNRN —. Waterflow Detector without incorporated time delay mechanism, fits`same tees as WFDTN Accessories FS-RT Delay mechanism and switch assembly CTS Tamper-proof switch kit WFDW Tamper-proof wrench for cover "s7aW 3825 Ohio Avenue•St.Charles,IL 60174 @2016 System Sensor. SENSOR' Phone:800-SENSOR2•Fax:630-377 6495 ��sp�mcavwsermati ro change dingth ltestvesionof this G Y S,►/ for current product Information,including Me latest version of this data sheet. www.systemsensor.com WFDS43702.2116 Sentry Automatic Fire Protection Inc. 735 Flanders Road Riverhead, NY, 11901 Phone (631 ) 723-3095 SENTRY 9 /cAft Old Fire Sprinkler Calculcations For 55465 Main Road Southold, IVY 11971 NE W �,`Q�� �• CO o ys 05A say ROFESS��� CALCULATION SUMMARY Project Name:55465 Main Road Project Location: 55465 Main Road Contract No.:S23.4671 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/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand(HW) LIGHT HAZARD 450 29.6 Required 0.066 7 14.8 2 0 14.9 39.1 File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:55465 Main Road Contract No.:S23.4671 City: Southold, NY 11971 Project Location: 55465 Main Road Date:4/26/2023 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 2nd FLR CLOSET/HALL Occupancy Classification LIGHT HAZARD Density(gpm/ft') 0.066 Area of Application(ftz) 450 Coverage per Sprinkler(ftz) 225 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 29.6 Required Pressure at Source(psi) 39.1 Type of System Wet Volume-Entire System (gal) 2.8 gal Water Supply Information Date 06/25/2018 Location BOISSEAU AVE S/O HUMMEL AVE Source W1 Notes File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:55465 Main Road Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic SimDVfied) i File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:55465 Main Road 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 54 2026 36 Supply Analysis Available Node at Source Static Pressure Residual Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 54 36 2026 54 29.6 39.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 29.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 29.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 39.1 W1 -Flow(gpm) 29.6 Demand w/o System Pump(s) N/A File:S23.4671-55465 Main Road.dwg Date 5/,1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:55465 Main Road Hydraulic Analysis for : 1 JE Supply-0 System Demand O Available At Source 54 psi @ 29.6 gpm st 50- i I _ N D2 ,— C. 4— M. .. S2 33.036 30 i f----l.__- ..�..._�---. ..... - _.___ I_-- -___- -------- a 20 W 10 ' 0 . , 0 600700800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 Flow,gpm File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:55465 Main Road Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 54 S2 Supply point#2-Residual 2026 36 D1 Elevation Pressure 0 10.4 D2 jSystem Demand 29.6 39.1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 54 37.1 14.9 29.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure M) (gpm/psl1/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) S1 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler S2 Overhead 225 5.6 0.05 11.3 7 0.066 14.8 7 Sprinkler File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:55465 Main Road 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 si' gpm ftZ psi psi ft 9Pm/P /z gpm gpm/ft2 psi gpm S1 Overhead Sprinkler 5.6 14.8 225 7 7 27 HEAD Open 3.6 0.066 -10.4 11.3 S2 Overhead Sprinkler 5.6 14.8 225 7 7 27 HEAD Open 3.6 0.066 -10.4 11.3 01 Node 7.4 27 NODE -10.4 02 Node 15.4 17.5 NODE -6.3 04 Node 16.6 17.5 NODE -6.3 05 Node 17.4 17.5 NODE -6.3 46-0 Node 34.5 3 NODE 0 46-I Node 38.4 3 NODE 0 W1 Supply 39.1 3 SUPPLY -29'6 0 . File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job name:55465 Main Road 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) S1 27 5.6 14.8 1 lx(us.Tee-Br)=5 0.5 120 7 01 27 14.8 1.049 5 0.0744 0 5.5 0.4 01 27 14.8 11x(us.Tee-Br)=5 9.5 120 7.4 02 17.5 29.6 1.049 5 0.2686 4.1 14.5 3.9 02 17.5 -12.3 1 lx(us.Tee-Br)=5 7.15 120 15.4 04 17.5 17.3 1.049 5 0.0992 0 12.15 1.2 04 17.5 0 1 lx(us.Tee-Br)=5 2.52 120 16.6 05 17.5 17.3 1.049 5 0.0992 0 7.52 0.7 05 17.5 12.3 1 4x(us.90)=8 22.25 120 17.4 46-0 3 29.6 1.049 2x(us.Tee-Br)=10 18 0.2686 6.3 40.25 10.8 46-0 3 0 1 0.79 34.5 Ames20006 46-I 3 29.6 0 0 5.0081 0 *** 0.79 4 46-I 3 0 1 2.5 120 38.4 W 1 3 29.6 1.049 0 0.2686 0 2.5 0.7 72 27 5.6 14.8 1lx(us.Tee-Br)=5 0.5 120 7 01 27 14.8 1.049 5 0.0744 0 5.5 0.4 02 17.5 0 1 4x(us.Tee-Br)=20 16.86 120 15.4 05 17.5 12.3 1.049 20 0.0529 0 36.86 2 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 Job:55465 Main Road Device Graphs Pressure vs.Flow Function Design Area:1; Supply Ref.:W1; Supply Name:W7 i i 1 i I i so--' - - ---------'- 45 -�- -1-_--__--._-- ___--.._.__- ........_._.. .._.-.-.............__ ........ N � I 35 In 30- 6 t i � N i Flow,gpm n Pressure Loss Function Design Area:1; BFP Ref.:87(Ames2000B,Size=1); Inlet Node:46-I;Outlet Node:46-0 i a m6 ------ -'-�-- -- --...-----. IL —-- I _.......... -- - - - - - - -- Flow,gpm File:S23.4671-55465 Main Road.dwg Date 5/1/2023 Copyright©2002-2012 Tyco Fire Protection Products Page 9 SENTRY 3� S 5 J MAY So 7 8 2023 718 ' Sentry Automatic Fire Protection Inc SOUTFIIp�p 735 Flanders Road, Flanders, NY, 11901 (631) 723-3095 Fred, Inclosed are the cuts sheets, and news plans with the corrected head counts. Let me know if you need anything else. Thank you i FIRE SPRINKLER HEAD LEGEND SUPPORT CUP BULB WITH THREADS SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL GUIDE CEILING PINS (2) 0 2 PEND WHITE 165° 4.9 1 /2 RA0616 RASCO RFC49 I I DEFLECTOR IN 4 UPRIGHT WHITE 200° 5.6 1 /2 RA1425 RASCO F1 FR56 DEFLECTOR u DROPPED POSITION RETAINER WITH p 25 SIDEWALL WHITE 1550 4.4 1 /2 R3531 RASCO F1 Res44HSW THREAD DIMPLES 0 0 = PIPE DROP Upper Level = BRANCH PIPING (CPVC) + (BLACK PIPE GOVER PLATE 0 = PIPE RISER = MAIN PIPING (CPVC) + (BLACK PIPE) CONCEALED SPRINKLER ASSEMBLY �- THIS AREA TO BE --- - __ - - ------- - -- _ _ _ __ __ __ _ __ __ _ _______ __ _ _ _ _ _ 1"X40 BLACK PIPE ° — ——————— Ld MOUNTING GROOVED 90 ELBOW - - ------__ _- - - _ SURFACE \ f FIRE SPRINKLER GENERAL NOTES: --__ SPRINKLERS TO BE — ---- -- ---- TO SYSTEM — FLEXIBLE COUPLING -- ------ ' CLOSURE 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH ------- = ------_-- BATHROOM NFP_1. _ -- _ _________ _ __ B4 3D.(2016),LOCAL FIRE MARSHALL S OFFICE,NEW YORK STATE -- - - - - - ----- - - - -- - --- FIRE FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. __ __ ______- 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE ac- -_- -_____ __=_-_- _--__--_ _____ - OMISSION IS PERMITTED BYNFPA 13D SECTIONS 3.8.2 THROUGH&3.8, - - -— __ - -_-_- - _____ _________ BEDROOM #1 UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ), -- -- --.-_-------------- 1-5� 2 CENTRAL /�� 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR -_- -- ---- ------ - - -- - ---------- --- 1 MOUNTING RISER MANIFOLD W/: V LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE ___ _ - __ _____= 1 _ -6 PLATE (i) DRAIN AND TEST r POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT `--_-_--_ ---_ -_ =_-____=_ -____ CLOSET (2) FLOW SWITCH _ ® O MOSTO'16"AWAYFROMCEILING. \ DOUBLE CHECK VALVE ASSEMBLY INDOOR HORIZONTAL INSTALLATION (3) PRESSURE GAUGE 4. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT - -------- --_ - -_ -- ---- - --- 4 SIGNS ON BODY STEEL COPPER OR CPVC. _________ _ _ I 1 HORIZONTAL SIDEWALLw - _ -- - --- -__ SPRINKLER 0 5. CONTRAiCTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, _ ______ ____ __ ___ __ _ ____ O-7 1 2 INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES AT NO ADDITIONAL COST. RESIDENTIAL = _ GR. BUTTERFLY VA. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE _ _ ______-_-_ __ SHUT-OFF VALVE W/ TAMPER SW. AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, - - (TYCO RSV-1) (� SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY - -- - - - - - - - T INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. _ { \ 7. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL ___ ___ _________ I, WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. - - -- - -__ __ _- 8. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY -6 1-6 CLOSET CLOSET _ APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITY AND FIRE MARSHAILL. 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. -__ - 0 10. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. RAGCO E, CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. O 0 -_- BEDROOM #3 -� 11. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVEALL PIPING 0 INSTALLEED IN ATTIC SPACE WITH PROPER VENTILATION. KITCHEN �_ UPRIGHT SPRINKLER 12. INALLAIREASWHEREWETPIPINGISINSTALLEDAMlNIMUMTEMP•OF WET PIPE/NON ANTI-FREEZE SYSTEM (NFPA-13D) 40°FAHRENHEIT TO BE MAINTAINED. I ENTRY UP 2R BEDROOM #3 BEDROOM #4 DA Na : 1 DA Are : 36.26 @-71u� 2 114 o RISER DOW 4 OSET CLOSET fj N U I It225 S1 DINING RM Lf I RISER UP 4.4R � C-0 0 BATHRM - I 1 DCVj 1" RISER D F BEDRM # 2 7'0 D E F MANIFOLD CLOSE 3-11 2-01 z N 0-6 RISER 6 -T-71 1-91 2 A RISER UP A N N i DOWN S'2 1 0 1 ice' HRM N _ 0-6 0-6 9 1012 1" RISER _6 0-6 2-8 1_� 2-11 2 -61 z 3-8 4-0CLOSET o 4.4R ° TO 1 st FLR1-8 — t 1 1 1 1" DROP BEDRM # 1 7,0 RISER UP RISER 6 �N�V DOWN t I QLL O V S LIVING RM — 5�8 o� LIVING RM 00 l 2-2x8 W -- OF NEjY,C-D Cps✓ BASEMENT FIRE SPRINKLER PLAN 1st FLOOR FIRE SPRINKLER PLAN 2nd FLOOR FIRE SPRINKLER PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" ssvA��'� F.M. STAMPING AREA 55465 Main R ' ` w (t� �I� �i ���� :, SENTRY 0 55465 Main Ro ry MAY U 8 12 AUTOMATIC FIRE a- Southold, NY 11 �1 PROTECTION INC. Li �� �► Snrnr _ 735 FLANDERS RD � FIRE SPRINKLER PLAN FLANDERS, NY 11901 F_ PH#(631 )723-3095 NO. REVISIONS DATE BY FILE S23.4671- SCALE 554-65 Main Road.dwq AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.4671 DATE MAY 2023 DWG. # SP — 1 FIRE SPRINKLER HEAD LEGEND SUPPORT CUP /-BULB WITH THREADS SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL GUIDE CEILING PINS (2) 4 PEND WHITE 165" 4.9 1 /2 RA0616 RASCO RFC49 I I DEFLECTOR IN 0 4 UPRIGHT WHITE 2000 5.6 1 /2 RA1425 RASCO F1 FR56 DEFLECTOR DROPPED POSITION RETAINER WITH p 28 ZZ SIDEWALL WHITE 1550 4.4 1 /2 R3531 RASCO F1 Res44HSW THREAD DIMPLES � o - PIPE DROP Upper Level = BRANCH PIPING (CPVC) + (BLACK PIPE COVER PLATE = PIPE RISER = MAIN PIPING (CPVC) + (BLACK PIPE) CONCEALED SPRINKLER ASSEMBLY THIS AREA TO BE --- - -- - - - -- -- GROOVED 90 ELBOW 1'740 BLACK PIPE RISER DOWN � I MouNTilvc - -- -- -- - SURFACE FIRE SPRINKLER GENERAL NOTES: __ ___ _ _ _ __ _ _ ______ _ __ - SPRINKLERS TO BE TO SYSTEM FLEXIBLE COUPLING INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH all _ _ _ _ _ _ - --- - --- - - - - - --= UPRIGHT 200° B HROOM CLOSURE NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE _- - - --- FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. _ _-__-- - - - _ ___- 2. SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE ____ ___ - -__ ___ IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, --- - -- - --- OMISSION- - ---- _ - --- - -- --- - - - ----- -- _ -- --- BEDROOM #17� UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). -- -- - - - --- - - ----_ - - - - -- - - -_- CENTRAL �/� 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR ------ - - - - - - --- --__- -----_--- - MOUNTING RISER MANIFOLD WI: LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE __-_-_- _ ____ _ --_-_ - -_- -_- _ - - PEATE (1) DRAIN AND TEST a-' POSOTIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT _ -_ _-- - --- --_ - - - - CLOSET DOUBLE CHECK VALVE ASSEMBLY (2) FLOW SWITCH - _ ® O MOST 0'6"AWAY FROM CEILING. __ _ -_______-— INDOOR HORIZONTAL INSTALLATION (3) PRESSURE GAUGE 4, UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT ----- - - - - - - - - ---- - - ---- _ _ _ __ ____ _________- HORIZONTAL SIDEWALL (4) SIGNS ON BODY • STEEL, COPPER OR CPVC_ -__ _ ____= SPRINKLER 0 5. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES = - CENTRAL BFV Z AT NO ADDITIONAL COST. GR. BUTTERFLY VA. o __ _ ____-_-__ RESIDENTIAL 6. CONTRACTOR SHALL PROVIDEAND INSTALL ALL MOUNTING HARDWARE - - 1 SHUT-OFF VALVE W/ TAMPER SW. AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, -7 2 I (TYCO RSV-1) SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. - -- -- --- 7. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM - - -- - - COVERAGE,MATERIAL,NOMINAL SIZE,ETC. 8. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY 0-6 1-6 CLOSET CLOSET APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE MARSHALL. 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. - �- 10. FIRE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SY IEM_ 1" DROP ( RAS�0 M CONTRACTOR SHALL PROVIDE,INSTALL,AND f GRATEALt REQUIRED TAMPER AND WATER FLOW SWITCHES � -_-_ _ 11. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING; BEDROOM #3 _ 1_ -- _ INSTALLED INAMC SPACE WITH PROPER VENTILATION. KITCHEN 5 - 2 UPRIGHT SPRINKLER 12. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF WET PIPE/NON ANTI-FREEZE SYSTEM (NFPA-13D) 400FAHRENHEITTOBEMAINTAINED. ENTRY UP 2R BEDROOM #3 BEDROOM #4 1" DROP DA Na e: 1 1 1 DA Are6!: 36.26 �, l 7' 2 l�- -�12 p I 0 RISER DOW 4 LOSET CLOSET o N 225 U DINING RM RISER UP a 4.4R S1 Q0 c9 BATHRM _. ___-__- CD RISER 1" DROP - O BEDRM # 2 7 -- o 93 MANIFOLD ,�e� CLOSE CLOS RISER 1" RISER �J N ? 6 �-71 _ _912nA C9`- A Y DOWN S2 o 1 T01st FLR �BATHRM RISER UP CAI No 111 I 1 Ii rc"i I m C-0 0-6 8-0 2 I — -25 ------ °-6 -6 0-6 Z-\ V2-112 -612 3-8 U L6 CLOSET 4.4R CD 1 1 10 1-8 ,� _ ---- / � __ _ 1 1 DROP BEDRM # 1 - _ ---- - -- - 7.0 - T Z � I I 1 RISER 6 RISER UP - - 'L( 6 DOWN ------ -- 0 0 ° ° d I�D in LIVING RM o� LIVING RM Z2 O O oO -- ----- ---- - 2-2x8 w j --- - - �Q��0 F N Q" JUU 21 2023 _ BASEMENT FIRE SPRINKLER PLAN 1st FLOOR FIRE SPRINKLER PLAN 2nd FLOOR FIRE SPRINKLER PLAN T - 84 SCALE. 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SIONP � F.M. STAMPING AREA w 554d5 Main Road SENTRY 0 55465 Main Road AUTOMATIC FIRE a- Southold, NY 11971 "' PROTECTION INC. 735 FLANDERS RD w FIRE SPRINKLER PLAN FLANDERS, NY 11901 F- PH#(631 )723-3095 NO. REVISIONS DATE BY FILE S23.4671- SCALE AS-BUILTS 6 8 23 MRL 55465 Main Road.dwq AS NOTED DRAWN CHEKED PROJECT # BY MRL BY RM S23.4671 DATE MAY 2023 DWG. # S P — 1 FIRE SPRINKLER HEAD LEGEND SUPPORT CUP BULB WITH THREADS SYMBOL Q ANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL CEILING PINS �. PEND WHITE 165° 4.9 1 /2 RA0616 RASCO RFC49 I I DEFLECTOR IN & 4 UPRIGHT WHITE 2000 5.6 1 /2 RA1425 RASCO F1 FR56 DEFLECTOR L� DROPPED POSITION RETAINER WITH p 27 SIDEWALL WHITE11550 4.4 1 /2 R3531 RASCO F1 Res44HSW THREAD DIMPLES 0 0 - PIPE DROP Upper Level = BRANCH PIPING (CPVC) + (BLACK PIPE COVER PLATE - PIPE RISER = MAIN PIPING (CPVC) + (BLACK PIPE) CONCEALED SPRINKLER ASSEMBLY I� THIS AREA TO BE GROOVED 90 ELBOW 1 X40 BLACK PIPE � � MOUNTING ,,.. FIRE SPRINKLER GENERAL NOTES: RISER DOWN SURFACE UNFINISHED TO SYSTEM FLEXIBLE COUPLING 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH CELLAR SPRINKLERS TO BE CLOSURE # A13D{2016),LOCAL ftRE MARSHALt's OFFICE,fVEW YORK STATE 1lPRIGHT-200° t#ROOM FIRE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. HWH 1 2. SPRINKLERS SHALL 8E INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY NFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). 5-0 )_ BEDROOM #1 DIRE CT VENT 1 CENTRAL 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR BOILER MOUNTING RISER MANIFOLD W/: LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE PLATE (1) DRAIN AND TEST I POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 0'4"AND AT -- - - (2) FLOW SWITCH _ ® � MOST 0'6"AWAY FROM CEILING. __ _ -_—_—. DOUBLE CHECK VALVE ASSEMBLY —----- - CLOSET INDOOR HORIZONTAL INSTALLATION (3) PRESSURE GAUGE °"" 4. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT � - o (4) SIGNS ON BODY iA STEEL, COPPER OR CPVC. HORIZONTAL SIDEWALL 0 5. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL PIPING, SPRINKLER INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES Of O _ CENTRAL BFV �o ATNOADDITIONAL COST. 1 BUR T BEDROOM #2 1 = = GR. BUTTERFLY VA. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE - H SHUT-OFF VALVE W/ TAMPER SW. AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, _ _- 0-71 2 TYCO RSV-1) �j SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY ( ) INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. _ 7. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM COVERAGE,MATERIAL,NOMINAL SIZE,ETC. F18. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE 0-� -6 CLOSET CLOSET MA�RSHALL• I 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO CONCEAL FIRE SPRINKLER PIPING. z iv 10 O FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED 1" DROP RASCO M TAMPER AND WATER FLOW SWITCHES. 00 11. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING BEDROOM #3 INSTALLED IN ATTIC SPACE WITH PROPER VENTILATION. OO 12. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP.OF KITCHEN - - 2 UPRIGHT SPRINKLER 40"FAHRENHEIT TO BE MAINTAINED. WET PIPE/NON ANTI-FREEZE SYSTEM (NFPA-13D) 1 1_8 --UP ENTRY I I UP 2R BEDROOM #3 BEDROOM #4 I" DROP 1 DA Na • 1 1 1 DA Are : 36.26 0_712 0-712 o RISER 00 11 OSET CLOSET 0 225 ) a RISER UP 4.4R S � � DINING RM , 1 1 BATHRM - F BEDRM # 2 7'0 D E F N 1 DROP O DCV 1 RISER �, MANIFOLD N c�sE CLOSET o RISER 6 71 -912 A O 1 1" RISER HRM RISER UP N A N DOWN STORAGE I 1 `-- 1 m I O - 0-6 0_6 8-0 6 0 0-6 U 2-112 _612 3-8 CLOSET I �� 0 1 1-0 _ o 1 1 8 1" DROP BEDRM # 1 Ln `" 1 RISER ' 6 HS RISER UP - -- 6 DOWN - o U H o m C9 o LIVING RM 00 LIVING RM 00 it �E of N — 2-2x8 " i ��pNN J• CO�✓y0 , PLAN 1st FLOOR FIRE SPRINKLER PLAN 2nd FLOOR FIRE SPRINKLER PLAN BASEMENT FIRE SPRINKLER051 _ SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" �,� SCALE. 1/4" - 1 -0 �FFSSION F.M. STAMPING AREA LiJ 55465 Main Road SENTRY SENTRY p 55465 Main Road AUTOMATIC FIRE Southold, NY 11971 S PROTECTION INC. 3 o RS RD 735 FLANDE Li-1 9c FLANDERS NY 11901 FIRE SPRINKLER PLAN ��REQa PH#(631)723-3095 F NO. REVISIONS DATE BY FILE 523.4671- SCALE A AS-BUILTS 6 8 23 MRL 55465 Main Road.dwq AS NOTED 2 AS-BUILTS 12 6 23 MRL DRAWN CHEKED PROJECT # BY MRL BY RM S23.4671 DATE MAY 2023 DWG' # SP — 1 FIRE SPRINKLER HEAD LEGEND SUPPORT CUP i BULB WITH THREADS SYMBOL QUANTITY POSITION FINISH TEMP K NPT SIN MFG. MODEL GUIDE CEILING PINS (2) PEND WHITE 165° 4.9 1 /2 RA0616 RASCO RFC49 DEFLECTOR IN 4 UPRIGHT WHITE 2000 5.6 1 /2 RA1425 RASCO F1 FR56 DEFLECTOR DROPPED POSITION RETAINER WITH p THREAD DIMPLES 27 SIDEWALL WHITE 155° 4.4 1 /2 R3531 RASCO F1 Res44HSW 0 0 = PIPE DROP Upper Level = BRANCH PIPING (CPVC) + (BLACK PIPE COVER PLATE Q = PIPE RISER = MAIN PIPING (CPVC) + (BLACK PIPE) THIS AREA TO BE CONCEALED SPRINKLER ASSEMBLY 1"X40 BLACK PIPE RISER DOWN MOUNTING GROOVED 90 ELBOW UNFINISHED SURFACE �� FIRE SPRINKLER GENERAL NOTES: nDooCELLAR SPRINKLERS TO BE `� �JPRlGHT 200° $ HROOM CLOSURE TO SYSTEM FLEXIBLE COUPLING 1. INSTALLATION OF NEW FIRE SPRINKLER SYSTEM SHALL COMPLY WITH HwH -NFPA 13D(2016),LOCAL FIRE MARSHALL'S OFFICE,NEW YORK STATE 1 r FLARE CODE 2020,AND ALL APPLICABLE LOCAL ORDINANCES. 2. SPRINKLERS SHALL BE INSTALLED 1N ALL AREAS EXCEPT WHERE -0 5-0 11 0 BEDROOM #1 OMISSION IS PERMITTED BYNFPA 13D SECTIONS 3.8.2 THROUGH 8.3.8, - �DIRECT VENT UNLESS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION(AHJ). BOILER CENTRAL 3. ALL FIRE SPRINKLER HEADS SHALL BE FIELD INSTALLED TO CLEAR -- MOUNTING RISER MANIFOLD WJ: LIGHTING FIXTURES,BEAMS,DUCTS,ETC.SIDEWALL HEADS SHALL BE PLATE (1) DRAIN AND TEST I POSITIONED SUCH THAT THE DEFLECTOR IS AT MINIMUM 04"AND AT F, o - CLOSET DOUBLE CHECK VALVE ASSEMBLY (2) FLOW SWITCH ® 0 M'OSTO'6"A WAY FROM CEILING. INDOOR HORIZONTAL INSTALLATION-� (3) PRESSURE GAUGE (4) SIGNS ON BODY 4. UNLESS OTHERWISE NOTED,ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. HORIZONTAL SIDEWALL �a � _ SPRINKLER 0 5. CONTRACTOR SHALL-PROVIDE AND-INSTALL ADDITIONAL PIPING, O L INCLUDING DROPS,AS REQUIRED TO MAINTAIN REQUIRED CLEARANCES 1 BUR BEDROOM #2 1 - Z AT NO ADDITIONAL COST. H _ = CENTRAL BFV GR. BUTTERFLY VA. _ � 1 ' RESIDENTIAL - 6. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MOUNTING HARDWARE J-0 U 0-712 SHUT-OFF VALVE W/ TAMPER SW. AND ACCESSORIES INCLUDING BUT NOT LIMITED TO HANGERS, (TYCO RSV-1) SUPPORTS,ANCHORS,BRACES,ETC.AS REQUIRED TO SECURELY i 'G INSTALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. Ln l O 7. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS FOR INSTALLATION,MINIMUM a COVERAGE,MATERIAL,NOMINAL SIZE,ETC. CLOSET CLOSET 8. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS AND PERMITS FROM LOCAL WATER AUTHORITYAND FIRE i�MARSHALL. 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS WHERE REQUIRED TO Z � CONCEAL FIRE SPRINKLER PIPING. 1" DROP RASCO 10. FI1RE SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM. M CONTRACTOR SHALL PROVIDE,INSTALL,AND INTEGRATE ALL REQUIRED TAMPER AND WATER FLOW SWITCHES. !' BEDROOM #3 11. FIBERGLASS INSULATION SHALL BE INSTALLED ABOVE ALL PIPING -- - -= INSTALLED INATTIC SPACE WITH PROPER VENTILATION. KITCHEN ? UPRIGHT SPRINKLER 12. IN ALL AREAS WHERE WET PIPING IS INSTALLED A MINIMUM TEMP. OF WET PIPE/NON ANTI-FREEZE SYSTEM (NFPA-13D) 4U°FAHRENHEITTOBEMAINTAINED. 1 UP O 1-8 I ENTRY c9 UP 2R BEDROOM #3 BEDROOM #4 1" DROP 1 1 1 DA Are e36.26 0�c - � 0-71 2 0-71 2 1715ER DO OSET CLOSET r� g N 225 DINING RM , RISER UP a 4.4R S1 BATHRM DCV 00 1" RISER 1 DROP — O BEDRM # 2 7'0 D E F �, MANIFOLD CLOSE CLOSET - 1 1" RISER RISER 6 1_� N o STORAGE 1—9 2 A TO 1 st FLR 1 �[]��HRMRISER UP i N A N DOWN 1 � m L0-6 _ 8-0 1 1 1 I 0 0 6 �- -6 0-61_� 2-112 -612 3-8 CLOSET o 1 I 1 18 1" DROP BEDRM # 1 NHS 1 RISER 6 RISER UP DOWN 8 LIVING RM II Hill oc' 0 O LMNG RM OOu 2-2x8 - -0" �PVE 0 F3. NE�yyo 'f41o0y�� BASEMENT FIRE SPRINKLER PLAN 1st FLOOR FIRE SPRINKLER PLAN 2nd FLOOR FIRE SPRINKLER PLAN - - :. F �V SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" o _05Tr?84 � p�UFESSIONP�'�r F.M. STAMPING AREA W 55465 Main Road SENTRY SENTRY 0 55465 Main Road AUTOMATIC FIRE Southold, NY 11971 n PROTECTION INC. Li 735 FLANDERS RD FIRE SPRINKLER PLAN �c�iREpRd�� FLANDERS, NY 11901 1-- PH#(631)723-3095 NO. REVISIONS DATE BY FILE S23.4671— SC-ALE AS—BUILTS 6 8 23 MRL 55465 Main Rood.dwq AS NOTED 2 AS—BUILTS 12 6 23 MRL DRAWN CHEKED PROJECT # BY MRL BY RM S23.4671 DATE MAY 2023 DWG. # S P - 1 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602,3(1) NAILING SCHEDULE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. g 10 NUMBER AND R SPACING AND DESCRIPTION OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without shower, head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON2")OR Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. EACH RAFTER,TOE(NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. without d ishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 All systems are to be designed, installed, &specified b the general contractors; HVAC, floor area of that room, and the minimum o enable area to the outdoors shall be 4 percent of Shower (based on the total flovul rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Z O y g p p t 9 Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE z electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS C) �' Electrical certificates are to be provided the electrical contractor. Stairs 40 20 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: 4-16d OR z z 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL 3-10d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX O be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12 2-16d COMMON END NAIL Q disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 .3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING � ---� More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION I 16d COMMON (W % O TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD To STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearingcapacity of less than 1,5100 psf are like) to be resent at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d Box P Y p y P p P g p P g 9 1s"O.C. FACE NAIL J the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") Q W basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES Q 6. Cast-in-place concrete shall be air entrained; 5%< 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors 5-8d "x (2-1/) 0 L/360 OR BOX 2 1/2"X0.113" z an ultimate compressive strength at 28 days of 30100 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD ( - ) TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L/240 OR 4-Sd COMMON O O All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL SEPARATION MATERIAL Exterior walls with stucco finish H/360 O 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 OR COMMON(3-1/2") FACE NAIL 24 EACH SIDE OF END R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall complywith Exterior walls-wind loads/brittle finishes "�. the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE OR 12-isd Box(3-1I2") JOIST(MIN 24"LAP SPLICE LENGTH EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) > 0 Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 n/ BOARD L span length,H=span height OR BLOCKING(NOT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL LL lO R404.1.2(9). z All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL O iry Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL WN located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2ry Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD APPLIEDTOTHE INTERIOR SIDE OF 3-16d BOX 2-16d COMMON END NAIL W r1/ ('� to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3 1od Box O Q End conditions for braced wall lines far the continuous sheathing shall conform RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON O X O Based on Table R404.1.2 1 (includes basement entrances and window wells ROOF SPAN ( )- ) shall comply with nailing schedule and Figures R602.10.$(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 18 1" BRACE TO EACH STUD AND PLATE 3-8d Box FACE NAIL W Q Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.21 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT W ('0rov to transmit e applicable up Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided it the forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING Q p SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS � LIJ z wall and One#4 bar near the third points in the walll story. roof assembly to the foundation. 7 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIIL z z 9 Y 9 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 4: 12 16"O.C. 4 6 8 10 22 PLAT RIM JOIST, OF APPLICATIONS OIONS OCKINLSO)G TO SILL OR TOP Sod BOX COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX EACH END E Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 2 s w 0 y Fastener Panel Span Panel Span Panel Span ° - 8, ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 4-16d BOX o o, o 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL y ) m - c o a r a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Type Less than or less than or less than or 3-16d COMMON - =N �, ° °o 9: 12 16"O.C. 3 4 4 5 a) c PP but not less than 4 per strip. g- 2 m-E ° o w a or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL .0 _ Z m o u 0 ca b. Use Copper flashing Only against ACQ Lumber Sill Plates 12: 12 16"O.C. 3 3 4 4 4-1od Box _ 8 cn o °L o.o L `° PP g Y 9 27. Flame Spread Index: R302.9 E a ° r-- 1, c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw 26 BAND OR RIM JOIST TO JOIST 4-1 Od BOX pER JOIST .o.0 a) 8 0 N M°° shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof,floor,wall, ceilingassemblies based anchor with 16 inches 10 inches 8 inches 3-16d COMMON a ° 0).T (D B,-M Y THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE aci.N 2 c o 'm n iT° `o c 3 &attics shall have a flame spread index 15 25 2 inch embedment on center on center on center BOTTOM of THE ATTIC SPACE, FOR CEILING JOISTS 10d Box 24"O.C.FACE NAIL TO TOP&BOTTOM °�L� o 3 L c'E�3 ° 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc" shall be LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o .0 0 0 c o 9' lenght oa � � � �� NY � installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: y N rn o.z, - 2 s g _0' 4-16d BOX m•�•E c s m y°'= `o E Framing connectors,Allowable Hole diagrams,specifications, etc. Wall and ceilingfinishes having a smoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOIST'JR RAFTERS EACH JOIST OR RAFTER,FACE NAIL m s m 0 ; . g P No 10 Wood screw 3-16d COMMON Lace � o "Micro-Lam"Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies H c / H r HEEL JOINTAJDUSTMENT FACTOR ° Q o w ° o 2 based anchor with 12 inches 9 inches ° . C a) 0: -E "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 16 inches 2-10d BOX(3") OR ° fU= L= E P ° o a "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi 2 inch embedment on center on center on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2P') EACH END, TOE NAIL co ° „ y 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 4 1.33 WOD STRUCTURAL PANELS SUBFLOOR �' c a E m °' v o ° c o o s c m 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF iAD INTERIOR WALL SHEATHING TO FRAMING AND ° N co a' a3 E n.5 o a each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-font mean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS g p Y DESCRIPTION of NUMBER AND TYP A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structurall panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING 0 Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-read zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES p gP g y q 9 � SUPPORTS GABLE END WALL FRAMING TABLE 802.11 W opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) U) ~ : n- c.Anchors shall penetrate through the exterior wall covering with an a mbedment length of „ I- B. Minimum net clear opening height shall be 24 inches. P 9 9 9 30 3/8' - 1/2 8d COMMON(ROOF) 6 SEE NOTE A 6" V C C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than W 0 LJJ U) •- 2-1/2 Inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 8d COMMON 6" SEE NOTE A 6 z Z J O D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric", 31 19/32' -1" ° from the inside of the room without use of keys or tools. d.Where screws are attached to mason or mason /stucco,the shall be attached SPACING SPAN = 'Cr WHERE Basement contain more than one or more:sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 masonry masonry/stucco, y (FEET) ULTIMATE WIND SPEED UJ J Z Q p 9 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 32 1-1/8"- 1-1/4" 1od COMMON NAILS 6" 12" W Q 0 ~ tCS an emergency escape opening shall be provided for EACH sleeping room. 130 140 = 0� V W Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 Z 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING 1-112"GALV.ROOFING NAIL 3" 6" (,) W F- = N Glazed opening protection shall meet the Large Missle test ASTM E 1996 Z Q EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, (n LL p g q g g Y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC LUI a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems new, existing or u raded Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 FIBERBOARD SHEATHING 1-3/4"GALV.ROOFING NAIL 7'� 7" UI' -I {n stamped by a professional engineer if required by the Owner or Building Dept. ANSUDASMA 115. Areas within hurricane prone regions: �.. 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1) within 1 mile of the coastal high water line were the ultimalte design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7 T-7 continuous run of treads or flight with FOUR OR M ORE RISERS. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL , 7" 7" Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight •.- 6" DIAMETER -► A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to I I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not s less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall ble precut&predrilled to 16"O.C. 32 427 398 529 496 - cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL;SPACING and the handrail.see code for exceptions. Refer to Code for grip size specifications. - Label all panels and store in a clean d area of the house. 16"D.C. 36 469 438 538 547 STRUCTURAL PANEL STUD CONSTRUCTION TYPE p dry NAIL SIZE PENETRATION STRUCTURAL EDGES FIELD ❑ "I", "II" "III", "IV", OR"V„ Attachments shall be provided in accordance with the table as folllows: 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" ,y / W--F above the floor or grade below shall have a railing not less than 36 inches �` 16"O.C. 48 599 559 745 697 6d COMMON NAIL „ 0 in height. Railings shall have Top rails and Balusters and Bottom rails that are ; REFLECTIVE RED (2.5"x 0113") 1.50 INCH 24/0 7/16 OR 1/2 16 O.C. 6 12 N Z NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed s PANTONE#187 0 by the riser,tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" CV < are permitted to be of such a size that a 6 inch sphere cannot pass through. DESIGN CRITERIA (2.5"X 0131") p Q TABLE 507.9.1.3(1) w Open sides of stairs with a total rise of more than 30 inches above the floor or / 111 grade below shall have guards not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W J vertically from the nosing of the treads. REFLECTIVE Wind speed: 140 z W Q WHITE FIELD No of stories: 2 CONNECTION JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS U �f --� � � 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- Mean Roof Ht: 30 ft APPLICATION ORIENTATION TO MEMBERS TO E FRAMING OF NAILS ,, 7/16 min. structural plywood DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS WOOD opening is located LESS than 24 inches above the finished floor and GREATER FRAMING SPACING NAILS scREws p YEA/ Roof pitch: per plan than 72 inches above the finished grade or other surface below on the exterior .. 1/2"DIA.LAG SCREW 30" 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. 5d COOLER NAILS •.- Panel, Attached to BldgLength per Ian &1/2"MAX. SHEATHING '� 7" 16" of the building,the window must be provided with a window opening control device g p p 1/2 DESIGNATION FOR STRUCTURAL WALL EITHER DIRECTION 16"O.C. $" 16" that compiles with R312.2.2 Window Opening Control Devices. Frame in accordance Bldg Width Per Ian COMPONENTS THAT ARE OF 1/2 9 p 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 bld aspect ratio: 3:1 &1/2"MAX. SHEATHING 36" 36" 34" 29" 5/$" WALL CEILING EITHER DIRECTION 16"O.C. 7 12' sd COOLER NAILS 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKEg p EITHER DIRECTION 161,o.C. 7 12 7' FLOOR FRAMING INCLUDING of the residential code Nailing Sched: Table R602.3 1 accordance with R302.11 thru R302.11.2 and Draftstopping shall be g ( ) 2'1"TO 14' 14'1"TO 16' 16'1"To 18' TYPE"x" AT lace•LONG!6d COATED NAILS OR GIRDERS AND BEAMS of New York State 5/8„ 16"O.C. 6" 6" EQUIVALANTr DRYWALL SCREWS. installed per R302.12 thru R302.12.1 GARAGE CEILING PERPENDICULAR SCREWS SMALL COMPLY WITH BENEATH �( "R" ROOF FRAMING 1/2"DIA.LAG SCREW IRC SECTION R702.3.5.1 Fireblocking materials R302.11.1 shall be as follows: &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS 1. Two-inch nominal lumber "FIR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. 2. 1/2"gypsum board UNDER SECTION 6020FTHE BCNYS WINDOW UNIT & 1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for N with the 10 foot horizontal fireblocking in walls constructed using parallel minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED 4, cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) UL 263,for the specific applications Applicant shall provide engineered wood placard Z on or adjacent to electrical meter box for field inspection. � �fit`"{ i +i Z f l �y`, o 1 v U TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL s u ? HCj OF FOUNDATION MATERIALS Residential structures with Truss type construction, SHUTTER DETAIL /j AUG G 7,721 Pre-Engineered Wood Construction And/or Timber Construction CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 f'('fT 1,, Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. ,r� cv Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection a o Sand, silty sand, clayey sand,silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �( RED Cy G (CL, MIL, MH and CH) 1,500 psf 51 a.When soil tests are required by Section R401.41, WIND DESIGN SUBJECT TO DAMAGE FROM N ;A the allowable bearing capacities of the soil shall bie part of the recommendations. Q SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR . MEAN q GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW MPH WIND DESIGN WEATHERING LINE TERMITE ; f * b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP ;,. . are likely to be present at the site, the allowable bearing capacity shall be ZONE determined by a soils investigation. M MODERATE r?r. Q'. 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 1P. 3wri y4 . f= ntE° M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given In Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet, BUILDING DEPARTMENT STAMPS ON N.M.11MI"Im- Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED s p m a. °I ° fasten king stiud to header with I� I °! ° ° ° ° Min.3"x 11-1/4"net header Header ° ° e a 6-16d sinker nails CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shall occur at top of wall •_ _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG °I ° ° ° ° ° ° ° ° fasten top plalte to header with •+= = — - n' — —•-� �- •— — -•� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL ,I I I ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING o Header shall be Top plate continuity is two rows of 1 6d sinker nails @ 3"o.c. •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 I' VARIES BY FASTENERS i 2-16d NAILS EACH SIDE of king stud with Braced wall line �\ °I continuously sheated 6-16d sinker nails Minimum 400)Olb header-to-jack-stud �, X Fasten sheathing to header with 8d common nails in 3 in.grid with 1 ra wood 1 ,I I•I ICI METHOD CS-WSP: strap on both side of opening I I'I AS PER TABLE R602.3(3) °� f0 a pattern as shown and 3 in.o.c.in all framing(studs and sills) structural panels p coti•/J EXTERIOR SHEATHING ATTACHED Sd @ 6"O.C.ALONG TOE NAIL 3 Sd NAILS z ° w i° opposite side,of sheathing •I I Id @ 6"O.C.ALONG — o, WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.00 ALONG Lm c ,° Minimum 40001b header-to-jack-stud strap .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER m °I rn O 0 1 on both side of opening opposite side of °I v J BRACED WALL PANEL Y in Panel splice edges shall occur over AT 6"O.C.ON EDGE AND 12" O.C. ° sheathing 'I o � °� and be nailed to common blocking z IN FIELD BRACED WALL PANEL X �, ° ° 8 !° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- O I. BRACED WALL PANEL BRACED WALL PANEL o _ ° BRACED WALL PANEL BRACED WALL PANEL L ° ° ° 1/2"thick wood strucral panel sheathing leg height. Oine row of 3"D.C.nailing _ Z Z F- I I I' BRACED WALL PANEL INTERIOR FINISH: X _ !, with 8d common nails @ 3"o.c.in all framing is required in each panel edge. 2 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° ! studs,blocking,ICI 3-16d @ 16"OC ALONG P ( g,and sills)typical if needed �— (_)'' I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH 1° I•I 1• BRACED WALL PANEL 3-16d @ 16"OC ALONG W I'I WITH TABLE R702.3.5 OR BRACED WALL PANEL i 2'to 18'(finished width) Q � Q 1' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER °Min Double 2x4 or ° Min.length 16' 2x6 King&Jack stud 1/2"min.thickness wood structural �[„ �/1 _� - ,I;{, - per Table R602.10.5 C/) O _•_ J' SHEATHING ! panel sheathling �„(„) 3.. _ CONTINUOUS RIM OR ! Min double 2 x post J — — — — — - 'r:j — — _ 1: CONTINUOUS RIM OR I, Q 'I • I'I END JOIST No.of jack studs per I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST e i r 1 I'I Min.(2)2x4 typ, Table R602.7 1&2 ° J V ?j •I I•I •I OVER AND BE FASTENED TO COMMON STUDS. ( ) ° ° ° Min.(2)1/2"'Diameter anchors Q W HORIZONTAL PANEL JOINTS IN BRACED 'I I'I I I I• 2-16d NAILS EACH SIDE !° ° --••�� •I I I installed petr section R403.1,6 �J II with 2"x 2" x 3116"plate washer •••� WALLS PANELS SHALL OCCUR OVER LJ,I FULL HEIGHT BLOCKING Uh) INTERIOR` 1, AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING Z 7 O ,I SPACING 1'1 1�I COMMON BLOCKING CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING \_ Q I I I I I 1• OF BRACED WALL PANEL MEMBER DIRECTLY BELOW O O vJ .I II ICI I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG •I I•I I•I I. BRACED WALL PANEL O 2 X BOTTOM PLATE Q METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 > ,I II II I, Q •I I•I 1.1 I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to 0 �/ O 'I I I 1 I I• BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plat Attach Sheathing °,, nail sole plate •,_ _ _ L; _ _ _ 1•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8Dcommonnials °I° °!° tojoistper Band or Rimjoistwi °I° to joist per 0 ' • ' ... ' ' • ' • ' ' ' • ' ' ' ' ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top an °I° PERPENDICULAR TO FLOOR/CEILING ° sub-Floor nailingsched. 8Dcommonnials °�° oo nallingsched. W FRAMING FRAMING Bottom °> ° ° - - at 3"o.c.Top and Rim Joist z Rim Joist Bottom ° ° ° ° ° ° PHoldowns er Plans W -- FASTENING REQUIREMENTS FOR ° ° ° ° ° ° � � OBRACED WALL PANEL AS PER gperpans 0 X Q 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 0� W 0 Lo W �: ocCEILING OR � W Z FLOOR JOIST z LO DIRECTION Simpson 1-1/4" galv. x 20 gage z Q L0 coil strap with (5) 8d common ENDWALL ENDWALL H2A Stud To Rafter Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. +n FLOOR AND CEILING JOISTS r- at each Rafter. With E o Typical Metal provide blocking @ _ N DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR ° (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter ° o o,m AF Strapping „ ++ PROVIDE@STRUCTURAIL RIDGES A at Openings braced wall panels \° ° JOISTS-SEE PLANS p m w c E j2 iv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field = L °' ° a 2 L Horizontal) attached 5 8d x 1-1/2" nails in Stud Nails spacing Each Rafter on Each side w� �,€ 0 0 °o plywood sheathing ( ) p g Nailing-See Nailing of Ridge to have a 0BLOCKIN y m TYPICALG Schedule Dwg-1 Simpson LSU skewable hanger � _ _ �.- shall have Solid Blocking m- 0 � rn �� � o . AT 48"OC t"t@all Plywood Joints AT C m 2.2 °.0 m m a�iL UY SIMPSON H2A ° °A N ° I, _ ` W� >L 7 n.� O BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil 5.s � L =-- 3 a rafters attached to top (5) 8d x 1-1/2" nails in Rafter o 8 o 6 °L w 0 a L Strap with (5)-8d common nails °' = a' 0 N SECTION A-A plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ° ' _ ++ in each end. catch jack studs ° �._ - = L 010 o E along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks L � _ 3 Comer Holdowns , v ° D �-w ° c m a Refer to plans panel. and window or door Header. o =w _ �, g „ v o p Less than ��.NNr �� EEt END WALL BLOCKING DETAIL for locations FOR FLOOR AND CEILING BRACING if required Typical each side and ALL Gable n all a N = _ ° windows and doors. or Equal z _ L C o t 0 0 RIM JOIST BLOCKING BETWEEN RAFTERS aC� BRACED WALL PANELS to 12" CU°' = a E f6 °' ° °' ° L 7 ° L F- 0rn 1- C mEL.53 L NTS 602.10.8.2 (1) RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATERTHWAN 130 MPH Sill Strapping NTS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. 3 NTS RAFTER TO RIDGE STRAP R802. EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERSr^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL B NTS TYPICAL ELEVATION E SPACED AT IN LIEU OF RIDGE STRAPS v J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. ZC�//)�PER NAILING SCHEDULE. F NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD v� 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE v N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED ,J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS EACH END O 2X P.T.LEDGER; MUST BE ONE SIZE ry W O � Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD T r^ EXTENDED NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC ATTACH TO BAND JOIST WITH 1/2"DIA, HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1OD THREADED NAILS OR I I OMPOSITE RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507A(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL see Schedule on DWG-1 I I TOP AND BOTTOM RAIL FLASHED&CAULKED TO AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR OUTER THIRD CUT PREVENT WATER INTRUSION tip of lag screw shall fully extend beyond COMPOSITE DECKING ' I COLUMN CAP.MEET RCNYS OF SPAN ONLY LENGTH EXTERIOR OR the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST (Tq BEARING WALL MANUF.SPECIFICATION n 4"TREATED POST TO CONCRETE BRACKET °• 12" Min GALV,DECK HANGER SIDE COVER 2"MINIMUM �a SIMPSON LUS26 @ 2X6 111=1=111 X 4 TREATED POSTS SIMPSON LUS28 @ 2X8 11 NOTCH GREATER SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS 114 JOIST THAN 50% AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH, MAX. CLEAR (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. GRADE CONNECTOR SCREW "MIN. 1/6 JOISTIK Q PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE - - O 112"DIA.GALV BOLTS W/ DEPTH, MAX. S LU WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH 1/3 JOIST ' METAL TIE FASTENED ACROSS AND f"= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. 0 TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O USE WITH THREADED ROD / „ NOTCH WITH 8-10D NAILS EACH SIDE I 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON ,' Use 1-1/4" Metal N Z ALLOWABLE LOAD PER TIE:840 LBS NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS OR WEDGE ALL WEDGE ANCHOR Coil Strap 20 Gage N ++ --''AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS Solid sawnjoist and rafter 12" Min Q (5) 8d common nails W • • ' 3. M 14"DIA.CAST-IN-PLACE � TOP PLATES OR R507.6.2 SIMPSON H2.5 AT CONCRETE FOOTING,DOWN 1^1^1 L+ in (EACH END at LLI Cl) J PIPE •.,` BLOCKING EACH JOIST FOOTINGS MUST n otch i n q and boring limits. I 1�t.7. TO VIRGIN SOIL Z > Q BEAR ON EACH Stud. W '• SIMPSON DTT2Z WI(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) ALLOWABLE LOAD PER TIE: 1,825 LBS ; SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS NTS 8d @ 6" oc Along Z) X MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8 1 FIGURE R602.6.1 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING ( ) TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION C@, PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 1 G WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS J Fed 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails FASTENERS DECK STAIR with common nails SEE TABLE 507. at each stud C—, 2 - at each stud ) TOP PLATES TOP PLATES IN 2 ROWS Strap may be attached OVER Strap may be attached OVER at each stud a r the plywood OR directly to Strap may be attached OVER @Q O 5.5"MIN FOR 2X8` Studs. the plywood OR directly to (T1 y O the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs.STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 Studs. GRADE Q • BORED HOLE MAX. DIAMETER 60% O OQ O OO cV rap strap under sill �� -- cti DIAMETER 40% (PERCENT)OF STUD r 0 U V and attach to sill plates (PERCENT)OF o DEPTH o ++ BLOCK SOLID STUD DEPTH I I 'Ps•• 3-16d @ 16 oc Along 5/8"MIN. 5/8"MIN. 5/8"MAIN /8"MIN. 2"MIN ! 11 C BETWEEN JOISTS o° TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU BOLT _ _ " " A N 4 0 3/4"MIN ° ,., , Braced Wall Panel a .r -� bl o •� NOTCH MUST NOT 1 NOTCHI MUST NOT I I„III=III ° ',,,` N EXCEED 25 •-" -III=ITI FIGURE R602.10.8(1) % 0 EXCEED % 0 _ill (PERCENT)OF (PERCENT)OF _II ° •a° kr) �c STUD DEPTH 0 STUD DEPTH 0 10" D x LEN BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN ING'Cr'� O IF HOLE IS BETWEEN NOT BE LOCATED IN BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) STRAPPING 60Y(PERCENT)OF � � ,� •; UNDER Q` � RI yN C� NOT BE LOCATED IN SECTION OF THE CUT Applies to Garage Wall and • '+& •. Wrap strap under sill ' THE SAME CROSS STUD DEPTH THEN _ ' TYPICAL STAIR FOOTIIt I OR NOTCH IN STUD � + '. � ' STUD MUST eEDOUBLE DISTANCE CAN BE REDUCED T04.5" =III=III �; and attach to sill plates SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction i=III= p OR NOTCH IN STUD SUCCESSIVE STUDSARE DOUBLED "=III - . • ' 1-1/4" METALS SPACING IS REDUCED TO THAT OF ql; r.� STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS �1 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST A arsC� FIGURE R602.6(1) WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST - - -- -- u) F U) o 0 0 �- _ z z Q � o 12 12 W �/ o 2.8 2.8 IJ_ �C W � 0 D 12 12 z Q O o � - 12 1 J0 � Q 8 12 z O _z 511 W O .yl�i I..1.. - TOP OF PLATE - ---- - - - - - - - � � z LJJ O `Xo � C) Lr) 1177 :!E= zQLo a j 11 11 11 li� � NEW WOOD DECK TO � TOP OF SUBFLOOR r — _ _ — _ — _ — REPLACE EXISTING TOP OF FOUNDATION N F7 y C N m o rnE E L N O L 0. 2� �o cccpZ a� m I I I I I I I I ( I I I I I I I �. Bottom of deck pier Footing I a�sa J REAR ELEVATION WINDOW L J L J L J below orn ao°Y �-�'�-'Y�wo Grade Minimum o o t 8 TYPICAL o mSCALE: 1 /4" = 1 '-0" RIGHT ELEVATION o0 I I I LL•c c roo-E I SCALE: 1 /4" = 1 '-0" I , _ _ E @ c I I I I I U C O a' V goE� E� 0 U `•� fA O U f6 7 C u N o c aE m my c CD o c0. - N rj - - - - - - - - T' - - - - - - - - - - - - - - - - - - --� - TOP OF FOOTING - — - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° _ = L Ho �nm � 1- mEn� on 1— 11 r IT I 1 1- — — — — — — — — -L — — — — — — — — — — — — — — — — — — — '— — J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — J- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 12 12 2.8 2.8 1 12 12 11 it 8 EXISTING DORMER 12 12 8 12 5 5 5� p _ TOP OF PLATE W H CV Z o U) Q t J- LIL I I I ��IH Lu LIJ m LU � Q Z TOP OF SUBFLOOR — _ — TOP OF FOUNDATION III till REGRADE SO NEW KITCHEN '""d WINDOWS ARE EXPOSED II I $ 111 11 it 1111ct I I I I I TOP OF FOOTING I I I oc r '— — — — — — — — — — 1-T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L- — — — — — — — L7 — — — — — — — — — — ''� — - — - — - — - — - — QU bp��/ L — — — — — — — — — — 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ^� — — — — — — — — — — J I- ® r1 17:; N 0 FRONT ELEVATION <� kn LEFT ELEVATION SCALE: 1 /4" = V-011 5� �V_ID Cyj� G SCALE: 1 /4" = V-0" 3 For�►��'�� n I 27'-5'1 C) --------------------------------------------------------- , //^A)w I v 0I 1 I vZ `} ' / I 1 1 , ZI 1 I 1 I 1 ❑ I , _ I I O 1 I 1 I 1 Q HWH EXISTING < J ❑ UNFINISHED ; `---------------- 0� CELLAR W :DIRECT VENT ' W �- 1 1 BOILER I I w Q I 1 1 1 I I , , o '`------------- II I o I , \ / I I 1 1 0 < OIL 1 1 �I 1 , I ' ' z o o/ BURNER ; 14"DECK FOOTING O ' HWH SEE DETAIL ON DWG-2 W ' FOOTING SIZE PER TABLE _ ry Ce— Cn Z 61-11/ L 11 R507.3.1 FOR DECKS L LL0. z ^/ 0 I I I I ILdL., I I 1 I CP I I O ' ' cl) 0 /`X' \ O I 1 1 I M I 1 1 W ' III I , I ' 1 III III / LO EXISTING EXTERIIOR WALLS: R-21 111_711 2X6DECK ;;; (__ QLO III JOISTS @ 16"oc WI u I 1 I c E•N L. III � �U E. ry N NEW KITCHEN ' C9 f "' \ " rn O ° c o NEW FLOOR FINISH,NEW GYP BID O 0 1 o o I c c z n ° f° m CEILING AND WALLS,NEW APPLIANCES, , ------- w z N ;'I r _ u w o PLUMBING, LIGHTING AND CABINETRY. ' 0 -'O ;g m c O•- In FOR A COMPLETE RENOVATION. ; ------i- L)H `" "' �' °o `o `o' a�"i Y NEW I IWw IIII a� InY N Y fD oLu, o � L KITCHEN 00wIon 2 a• _ >= c ------- Ixw �JI+I� `�- O U O ° Qv NFL ° w----- 8'-0"CLG HT ' 'N� o ° _N i ------i- i l -Nac s a� °` a E __-___I_ 1 DECK LATERAL HOLDOWNS \ L a c s In a o o $2 a cam._ o - a E't N i ; I SIMPSON DTT2Z w!(8) ° coo "L ----- ------'- iiil 1/4"X 1-1/2"SDS u=:N S v j co y WITHIN 24"OF EACH END : Z 'c 2t, ¢N a SEE DETAILS ON DWG-2 0 c a E•a �,.0 o w N dry' O M•O 7 L C NEW WOOD STAIR& ' I IL— o w co o- P co E n c o re `--------------t. ---------- RAILING S 1 PER 2020 NYS CODE co ' 1 I 1 _ ' 1 1 1 RENOVATE EXISTING BATHROOM EXIST CONIC NEW FLOOR FINISH,NEW GYP BD STEPS CEILING AND WALLS,NEW FIXTURES FAN PLUMBING,LIGHTING AND CABINETRY ® ? FOR A COMPLETE BATHROOM RENOVATION. I I 14'-411 I 1 I � ' m I 1 ao I 1 1 I ------------------- EX TI DINING 1 1 I 1 BAT ROOM ' I I ' 10'-0"CLG HT ' I I 1 1 I E.411STING 51-`+C111 TMOU o1 N I I I I - f I 1 ao ' ' 1 2-2x10 I N W 1 I 1 I 1 ' _' EXISTING EXTERIIOR WALLS: R 21 O ' ' r CV Z U) --------------------- N W W1 ' N i 1 W Q 1 1 I z ' W U 20'-311 (n 1 1 1 I I 1 I I ' EXISTING LIVING CONCRETE ' STEPS ROOM ' CODE COMPLIANCE STATEMENTS: 10'-0"CLG HT CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: 1. The windows selected for this project shall meet ALTERATIONS-LEVEL 2 AJ8 ADDITIONS the egress requirements of R310. STRUCTURAL NOTE: STRUCTURAL NOTE: 2. All windows shall meet Section R308 Glazing and ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL ; 2 2x8 X ; R3O8.4 Hazardous locations. SUPPLEMENT WITH NYS COMPLY WITH NYS " W SUPPLEMENTAPPENDIXJ SUPPLEMENT APPENDIX --------------------------------------------------------------------- 3. -- -- N Windows were required shall meet the Window Fall SECTIONAJ605 protection requirement R312. . SECTION AJso3 p 2 q MECHANICAL SYSTEMS: p-� �- 4. Bathroom windows shall meet the hazardous THE MECHANICAL SYSTEMS SHALL MECHANICAL SYSTEMS: 1 THE MECHANICAL SYSTEMS SHALL �•/ v, glazing requirements as per R308.4 BE INSTALLED IN ACCORDANCE WITH BE INSTALLED IN ACCORDANCE WITH g g q p THE NYS SUPPLEMENT APPENDIX J 5. Stairs, landings, railings & guards shall comply AJ606 THE NYS SUPPLEMENT APPENDIX J U Z with R311 & R312 6. Outside lighting shall comply with RE 3803.3 PLUMBING NOTES: PLUMBING NOTES: >~ > M ALL PLUMBING SYSTEMS SHALL BE •~ M �0 7. Stairwayillumination shall comply with R303.67 INSTALLED IN ACCORDANCE WITH ALL PLUMBING SYSTEMS SHALL BE "p p y THE NYS SUPPLEMENT APPENDIX J INSTALLED IN ACCORDANCE WITH 61-10" 22'-11" V p -0 and R303.8 SECTION AJ607 THE NYS SUPPLEMENT APPENDIX J ,�/ x N SECTION AJ805 8. Fireblocking shall comply with R302.11 thru R302.11.2 „ CZ 9. Draftstopping shall conform to R302.12 thru R302.12.1 ELECTRICAL NOTE: ELECTRICAL NOTE: 29_g 10. Flames read and smoke-developed index for walls ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES p p AND WIRING SHALL BE INSTALLED .. -.. and ceilings shall compy with R302.9 thru R302.9.4 IN ACCORDANCE WITH NYS AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH NYS i�ti U SUPPLEMENTAPPENDIXJ EXISTING FOUNDATION / NEW FINISHED BASEMENT PLAN AC 11. Flame spread and smoke-developed index for SECTION AJ608 SUPPLEMENT APPENDIX J insulation shall compy with R302.10 thru R302.10.5 SECTION AJ806 SCALE: 1/4" = V-0" 11. Recessed lighting fixtures rated for FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE: O Smoke Detector KEY ALL SMOKE ALARMS,CARBON ALL SMOKE ALARMS,CARBON membrane penetration shall meet ASTM Ell MONOXIDE ALARMS OR Carbon Monoxide Detector AREA SCHEDULE I tit MONOXIDE ALARMS OR and Fire Stopping as per ASTM E814 or UL 1479 AUTOMATIC SPRINKLERS E WITH AUTOMATIC SPRINKLERS SYTEMS CO Refer to DWG-1 General Notes EXISTING WALLS pP 9 p NAME AREA ` SHALL BE IN ACCORDANCE WITH NYS 12. Exterior Decks shall comply with R507. SUPPLEMENT APPENDIX J SHALL BE IN ACCORDANCE WITH NYS In accordance with Section 915 of the SUPPLEMENT APPENDIX J EXISTING UNFINISHED BASEMENT AREA 268.0 sq ft. NEW WALLS a73R10 SECTION AJ604 SECTION AJ802 2020 IFC, R314, R315 of the Residential ' code of NYS NEW FINISHED BASEMENT AREA 763.8 sq ft N WALLS TO BE REMOVED r 27'-5" 18'-5"± 9'-0"± U) R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed 'N draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall INM z o be provided in wood-frame construction in the following locations. g'_61/Z" ° _ I7, 0 0 �-- 1. In concealed spaces of stud walls and partitions, including furred spaces and 3'/z' _ z z parallel rows of studs or staggered studs; as follows: w u" BNrHROOM Q AN 1.1. Vertically at the ceiling and floor levels. +1 e +i ® � U)N W 1.2. Horizontally at intervals not exceeding 10 feet. b N a, 2'-0" o N 2.At all interconnections between concealed vertical and horizontal NEW W spaces such as occur at soffits, drop ceilings and cove ceilings. BEDROOM #1 N F 0 0 R312.2 WINDOW FALL PROTECTION NOTE: M N 3. In concealed spaces between stair stringers at the top and bolttom of the run. - 1'2'-0" 0 TOP OF THE WINDOW SILL SHALL z 0 BE A MINIMUM OF 24"ABOVE THE FINISHED Enclosed spaces under stairs shall comply with Section R302.7 2-2x8 r, o U) _ o FLOOR AND GREATER THAN 72"ABOVE THE 4.At openings around vents, pipes, ducts, cables and wires at ceiling and ^ c F- FINISHED GRADE OR OTHER SURFACES floor level, with an approved material to resist the free passalge of flame 2'3"x 3'0 G� o BELOW ON THE EXTERIOR SIDE OF THE and products of combustion. 41 _61 1 914" 3'-8'/2" 6'-1'/" > 0 BUILDING. SHALL COMPLYAS FOLLOWS: Q NEW 3'/Z 0 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 X BEDROOM #2 O o R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL c o O 6. Fireblocking of cornices of a two-family dwelling is required at the line of Cl) co LO COMPLETE REPLACEMENT W COMPLY WITH ASTM F 2000. THE OPENING o _ O O W 0 � � U) z dwelling unit separation. o r x o OF THE EXISTING DEVICE AFTER OPERATION TO RELEASE THE �* -1 cv o WOOD DECK W/ W DEVICE SHALL ALLOW THE WINDOW TO 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral `V °' 00 N N NEW FRAMING, FOOTINGS, N' �/ Q FULLY OPEN TO MEET THE CLEAR OPENING tt CONPOISTE DECKING, X 0 AS REQUIRE TO MEET EGRESS R310.2.1 wood or glass fiber installed securely in place or 1/2 gypsum board. w N STEPS TO EXISTING GRADE °' � ch W M �w _ �' SMOKE AND CARBON MONOXIDE ALARMS FOR M 2 0^ NEW 36x80 ? 0 REPAIRS, ALTERATIONS AND ADDITIONS: 2'-10'/" -N z W Z �,{� Structural Note: - Z Q ' In accordance with Appendix J ALL COMPLY WITHALWOR APPENDIX 0 N i in When repair work, alterations,interior alterations SECTIONAJ601.9 °, CD and additions requiring a permit occur, `' s _--_-_-- o o �,.2 Mechanical systems G) m w ° � N the dwelling shall be provided with smoke alarms THE MECHANICAL SYSTEMS SHALL M __DN____ ; i m m m m rn o a o and Carbon Monoxide Alarms located as required BE INSTALLED IN ACCORDANCE WITH o 9-4 ± € N o J AJ601.10 = �r o --------- APPENDIX _ `o .c o c so m A for NEW DWELLINGS and shall be interconnected N N ________ o -, r-� z a ° and hard wired. Plumbing Note: o N NEW LO LO _-- N m _ O N °L �,O L O ALL PLUMBING SYSTEMS SHALL BE M +1 BEDROOM #3 0 ° `o n " m " Y INSTALLED IN ACCORDANCE WITH d -------- m c o w > cc APPENDIX J SECTION AJ601.11EW _ ______ N = a�y 2 c o m•2 E o c 3 Electrical Note: � AND RAILINOODG TAIR ------_ N o o u o c a t U TO CODE rn ALL ELECTRICAL EQUIPMENT,SERVICES +I z AND WIRING SHALL BE INSTALLED o ________ _ v a Q a�c° o a m t 22'-11" IN ACCORDANCE WITH APPENDIX J o, m EXISTING 2X6 RAFTERS&CLG J O REMAIN C °' ° o_� L m a E �, U to E N L fA'O c c cD SECTIONAJ601.12 N = 4 ------- _ (D 0 N t!) to n i' _c c U N Q N c N - O � -------- a� c nE m ma C0 �' uw Fire & Life Safety Note: N � � N� � � � � 2 ALL SMOKE ALARMS,CARBON r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MONOXIDE ALARMS OR AUTOMATIC SPRINKLERS SYTEMS °O I I _N I I SHALL BE IN ACCORDANCE APPENDIX J � 2-2x8 I I \ T-0"x T-0" I I II 0 5'-7" SMOKE AND CARBON MONOXIDE ALARMS FOR co M _1 w N = REPAIRS.ALTERATIONS AND ADDITIONS: w N In accordance with Appendix J o `o I I I I When repair work,alterations,interior alterations o `� o tD I I I I and additions requiring a permit occur, _ 13'-4"± 8'-8'/z" the dwelling shall be provided with smoke alarms Z„ Z„ U) 2, and Carbon Monoxide Alarms located as requlired N 48"KNEE WALL EXISTING RENOVATE EXISTING BATHROOM � 3/ - 3/ +1 F- 3/ for NEW DWELLINGS and shall be interconnected NEW N p c; and hard wired. NEW FLOOR FINISH,NEW GYP BID BEDRM # 3 BEDROOM #4 �, o m CEILING AND WALLS,NEW FIXTURES , CLG PLUMBING,LIGHTING AND CABINETRY. t- ih O Cn „ SPLAY FOR A COMPLETE BATHROOM RENOVATION. U- w 8-1 CD � 0 NN z c3 M S ALL WINDOWS & EXTERIOR DOORS ARE NEW: FAN M w N ^ Plans indicates SUPERSEAL Double ® 3'-1" „ s N o N Os 2-6 Hung Vinyl Window Model Numbers and shall be _ 2-0 O N o ALARM s In accordance with R609 =, EXI ING O _ _ To be designed & installed as per manufacturers q BA RM N M CLOS N +11 M oo N . ALARM co 0- N co -1 specification for 140 ultimate design wind speed 0° ° _ _ - 2's - - - - - - 2'-0" -1 o N ° "' N _-______ N N and Table 301.2(2), 301.2(3) 2-2x8 2 2x10 N W JN _CLOS-_ Provide HP LOW-E glass; U = .30, SHGC = .30 M O 51 _51 1 --OS_;, h O EGRESS: shall meet R 310 2-2x6 - BEDRM # 1 0 WINDOW FALL PROTECTION: shall meet R312.2 _ w} co °� ------- "' • • Q - ----- Substitutionso X -------- made upon meeting NYS Code. 24X48 z= o __ __JL w w N EXISTING -------- See page one, general notes for additional m t]?z ------- ;; Lu BEDRM # 2 CLG -------- code requirements. 06 w z W}a CO o NEW STAIR - -- -- z W U SPLAY w= =O<L)F- -------- ZUg o v 3pj &RILING --- --- a x F-! w cr> --- --- -------- D YF- N Li O t W2'D N (� Ow --- --- wOa Cl) L Z<nJF=,L p u+ 48"KNEE WALL -------- +, zw} 22 4 _ --------- W -------- �- UOgw }} p AREA SCHEbULE >Z U m j 0<Z 0 EXISTING NAME AREA OO=o O O 0U-Z< LIVING RM UP V I cr N t tt tt EXISTING FIRST FLOOR AREA 1217.7 sq ft. X w w w w_j 0 I - F- o 5-7 8 1 I w=�_ az�au. H EXISTING SECOND FLOOR AREA 446.2 sq ft. ¢ D z p Q O I I 3'o"x 3'0" w_a I I i EXISTING UNFINISHED BASEMENT AREA 2611*0 sq ft. 1L=U)a 2-2x8 2-2x8 2-2x8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J NEW FINISHED BASEMENT AREA 763.9 sq ft. 4 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ TW2646 TW2646 TW2646 fV NEW WOOD LANDING &STAIRS& T 1 RAILINGS AS v ~ PER CODE 1�1 V z 1 ST FLOOR WORK TO BE COMPLETED: o 22' ct REPLACE WITH NEW: 1. ALL INTERIOR DOORS, REPLACE WINDOWS AS INDICATED U 'ts .°a AS - BUILT ON PLANS �J x •'~ 2ND FLOOR PLAN 2. INTERIOR GYPSUM BOARD AS REQUIRED. 6'-10"± 22'-11"± ® o � M 3. INTERIOR GYPSUM BOARD CEILINGS AS REQUIRED. 29'-9"± - �n �i `D SCALE: 1/4" = 1'-0" 4. FIBERGLASS INSULATION WERE EXISTING IS DISTURBED. ARE ARCy� G 5. REFINISH HARDWOOD FLOORS OR REPLACE AS NECESSARY ,v` �j H�cc� �� ALL WORK SHALL CONFORM TO; 6. PROVIDE A NEW COMPLETE KITCHEN REMODEL. KEY NEW APPLIANCES LIGHTING, FLOOR , HARDWARE, ETC. 1ST FLOOR PLAN ? INSPECT ELECTRIC AND PLUMBING AND REPLACE EXISTING WALLS SCALE: 1/4" = V-0" O Smoke Detector i 2020 NYS RESIDENTIAL CODE AS NECESSARY. Carbon Monoxide Detector ARY. . APPENDIX NEW WALLS co Refer to DWG-1 General Notes SECTION AJ301.4 -ALTERATIONS - LEVEL 1 6. PROVIDE A NEW COMPLETE BATHROOM REMODEL. FIRE BLOCKING SHALL BE INSTALLED -9T ols�o�o yaQ. SECTION AJ301.5 -ALTERATIONS - LEVEL 2 NEW FIXTURES LIGHTING, FLOORING , HARDWARE, ETC. C = _ _ _ ] ' WALLS TO BE REMOVED IN ACCORDANCE WITH R302.11 In accordance with Section 915 of the FOF�j7 THRU R302A1.2 AND DRAFTSTOPPING 2020 IFC, R314, R315 of the Residential SECTION AJ401 - REPAIRS INSPECT ELECTRIC AND PLUMBING AND REPLACE PER R302.12 THRU R302,12.1 code of NYS AS NECESSARY. Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop Full Thick Insulation p and out of glued together MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way for access he thin profile structural g g see plan w/ ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftsto and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with She eala Insulation dams 9 p behind tub Tub attic hatch - R-val pp Non-combustable sealant OF SEALANT su oor ' Base late prevent loose-fill Typical a ual to the Cejlin Double Frame Attic blocking insulation from exterior q g SUBFLOOR GLUED,CAULKED Sealed to''r' �� insulation requiremen access opening Sealant or OR GASKETED TO RIM Air Seal 1/4 structural sheathing floor Gasket 1 falling through Continuous wall g JOIST/RIM CLOSURE Fsorl of Sealant or ;, adhesive access as enclosure liner sealed SEALANT Sealant d blocking adhesive ' at perimeter and seams. SILL PLATE INSTALLED ,� 9 V 1 min Ri Id or rigid insulation Weatherstripping EXPANDING FOAM SEALANT OVER GASKER SILL g pp g Seal stairs Cn Sealant Pre-Fab Fireplace sealed around Panel Adhesi Casings 1/2" Gyp. Wall \��\ CONTINUOUS BEAD OF SEALANT Insulation. Air four ed Pull-down frame a Refer to manufacturers SEALANT edges \ gap ., 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase z 0 attic hatch or foam O Q >" (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL Cad PULL-DOWN STAIRCASE Z z DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL tc7i PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL TO BAND JOISTS �•. . --� This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ W U) O It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, F_ Refer to Manufacturer for installation manual. R-50 Insulation f' ' ` •50 A7,'ic Stair J ir Cnv��r v Section N1109(R503)AIterations W Eave baffle installed � . 0 N1109.1 (R503.1)Geneiral r' s. • -- . z Q GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent to soffit and eave n�°- -- 0 U) new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over Q Table R402.4.1.1—Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was the top of the attic insulation O All design &construction in compliance and built accordingly to the prior to the alteration. Q 2020 Energy Conservation Construction Code of New York State. as per Chapter 11 TYR ROOF CONST. � TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building,building system or portion thereof shall conform to the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the i Q unaltered portions of the;existing building or building system to comply with this chapter. - 2 X CJ W/ INSULATION O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. NYS mechanical code, 2020 energy conservation consevation code of NYS. [NY] N1109.1.1 (R503.1..1)Building envelope SOffit see OR HERS RATER W O W requirements m the building envelope. Building envelope assemblies that are part of the alteration shall comply with (f Section N1108(R502)Additions Section N1102.1.2 or N11102.1.4, Sections N1102.2.1 through N1102.2.13, COr1St. DWgS z Exterior thermal envelope contains a N1102.3.1, N1102.3.2,NI1102.4.3 and N1102.4.5. W continuous air barrier. N1108.1 (R502.1)General Exception:The following alterations shall not be required to comply with the requirements SEALANT O <Additions to an existing building, building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: Breaks or joints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall 0 W 0 sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installed over existing fenestration. Existing ceiling, wall or floor cavities See Const. Dwgs 0 Lo An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. t.8 installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recover. z W z LO each cavity. Batt type insulation will.show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed -• — z Q maintain an even density for the entire cavity. Batt insulation shall be N1108.1.1 (R502.1.1)Prescriptive compliance during reroofing shall be insulated either above or below the sheathing. Surface-applied i Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existing ' installed in tine recommended cavity depth. Where an obstruction in g single-pane fenestration assemblies to reduce solar heat gain , the cavity due to services,blocking,bracing or other obstruction provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE N [NY]N1108.1.1.1 (R502.1.1.1)Building envelope Alterations which replace less than fifty percent of the luminaires within a space, provided E•° exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply EXTERIOR WALL AIR BARRIER SEALING EXAMPLE N p P P Y that such alterations do not increase the installed interior lighting power, ° ° o,- cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. rn 6 &t o a o shall be placed to fill any surface or concealed voids,and at the N1109.1.2 R503.1.2 Heatin and cooling s stems `- C L N °o manufacturers'specified density.Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space, the building ( ) g g y o= a�' 2 . - - p g p g New heating, cooling and duct systems that are part of the alteration o � 20 installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Section N1103. LOW DENSITY SPRAY FOAM -'`t c �- i N CL m w o `o no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN j are part of the project, is less than or equal to the Total UA generated for the existing building. Exception:Where ducts from an existing heating and cooling system i ; " "�o `o a u w yr "° Y CO stapling installation tabs. p g g g Y ACCORDANCE WITH c E� ° ° �,� are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not Rigid Foam or c I ( ; ? iv y E 62 o > a o C 3 N1108.1.1.2 R502.1.1.2 Heating and cooling systems Wood Blockin HERS REPORT r� r .c-C.o_ - o L 3 Insulation that upon installation readily conforms to available space ( ) 9 9 Y be required to be tested in accordance with Section N1103.3.3. g �''� j g New heating,cooling and duct systems that are part of the as backdam { °shall be installed filling the entire caul and within the manufacturers � '� r�� _ addition shall comply with Section N1103. TYR ROOF CONST. .�„>, N t G density recommendation, p Y N1109.1.3 (R503.1.3)Service hot water systems r ,E N = w 0;o New service hot water systems that are part of the alteration Las = = N o `0 3 o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit soffit shall.be aligned with the Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment s �,,*° t _ "o o pp pp ducts stems with less than 40 linear feet in unconditioned spaces shall not be required p Y 2 X CJ W/ INSULATION - ! 1 j; ' ° o.ro L °' _ iu iz ceiling/soffit shall be aligned with the air barrier. Y p q sealed to drip edg � . ' ' r �, ° s= E ° to be tested in accordance with Section N1103.3.3 AS PER DRAWINGS ? z Q y o insulation and any gaps in the air barrier N1109.1.4 (R503.1.4)Lighting New lighting systems that are part of the li �,•-•- ° °r 0 OR HERS RATER E� j scaled. alteration shall comply with Section N1104.1. r' F- u N co a- m E a o N1108.1.1.3 (R502.1.1.3)Service hot water systems , Access openings,drop do« New service hot water systems that are art of the addition shall comply n stair or knee Batt insulation installed in attic roof assemblies may be compressed at Y p p y with Section NI103.5. Exception:Alterations that replace less than 50 percent of the Typ Fascia/ �' wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space,provided that Soffit see SEALANT shall be sealed. N1108.1.1.4 (R502.1.1.4)Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs New lighting systems that are part of the addition shall comply with Section N1104.1. non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated N1109.2(R503.2)Change in space conditioning T ir;.�::� 77,•I,s.;,,.;J ,,,«� An nonconditioned or low energy space that is altered to become conditioned 7''"�' ' z plate shall be sealed. The junction of the by completely filling the cavity with a material having a thernnal Y 9Y p �'`~ 1 1 -; _ space shall be required to be brought into full compliance with this chapter. ` i) `�i top plate and top of exterior walls shall be resistance of R-3 per inch minimum, q g p P Typ. Exterior wall _ 1, sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall.be See Const. Dwgs 2) J .__I installed in substantial contact and continuous alignment with the air W barrier. Windows, skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights sand framing WITH SPRAY FOAM INSULATION cl� C) shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the AREA TO BE EXHAUSTED EXHAUST RATES topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 0 shall be covered with a Class I,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM W vapor retarder with overlapping joints _ 0 taped. INTERMITTENT OR 20 CFM CONTINUOUS fV Z I I- - - - - - - - - - - - - - - - - CDShafts,penetrations Duct shafts,utility penetrations,and flue - WINDOW - (A p Q shafts opening to exterior or LU unconditioned space shall be sealed. 24" uJ --i APPROVED WINDOW W (36"IN IBC UNITS) V SPHERE CANNOT Z > < PASS THROUGH FALL PREVENTION 5 LU 0 DEVICE CONFORM TO to Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE TABLE M 1505.4.3i 1� FINISHED FLOOR the correct density without any voids or gaps or compression,or narrow cavities shall be filled by w_ ,• , , •. . , a , ..-, m f R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE CONTINUOUS '.'" � .° � -� ' �' ' � ` � " . , .. . AIRFLOW RATE FINISHED GRADE insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. REQUIREMENTS BE A MINIMUM OF 24"ABOVE THE FINISHED r h� Garage separation Air scaling shall be provided between the garage and FLOOR AND GREATER THAN 72"ABOVE THE FINISHEDGRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. NUMBER OF BEDROOMS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE " COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the dMvall. envelope shall be air tight and IC rated. FLOOR AREA 0 — 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation sliall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls.There shall be no voids or �SgU2rE? feet) WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � Airflow in CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W cv gaps or compression where cut to fit.Insulation that on t � PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cd installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW U '-- OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 rA o Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be M" W =U exterior wall showers and tubs shall separate them from the showers and insulated. tubs. 1,501 -•—•• 3,000 45 60 75 90 105 N1101.14 (R401.3) Certificate (Mandatory) E"� H Q 6 Electrical/phone The air barrier shall be installed behind electrical or M box on exterior wall conmmunication boxes or air scaled boxes shall be installed. 3,001 — 4,500 60 75 90 105 120 A permanent certificate shall be completed by the builder or other approved party and posted on a wall o 00 in the space where the furnace is located, a utility room or an approved location inside the building. ., HVAC register HVAC register boots that penetrate building thermal V ,� N boots envelope shall be scaled to the subfloorordrywall. 4,501 — 6,000 75 90 105 120 135 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit O ,_ Concealed When required to be scaled,concealed fire sprinklers shall directory label, service disconnect label or other required labels. The certificate shall indicate the �4 ED Ap kn o Ix sprinklers only be scaled in a tnamler thit is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components �;� PT Ni�� ��� p y 001 7 6, — ,500 90 105 120 135 150 O manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O;A U be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results ' walls or ceilings. > 7,500 105 120 135 150 165 from any required duct system and building envelope air leakage testing performed on the building. l� " IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value `S� a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. covering the largest area. The certificate shall indicate the types and efficiencies of heating, ' 01g010 cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 18'-5" 91_011 ---------------- r■nw w z M 2'-3"x 3'-0" 2'-3"x 3'-0" O II 00 ij Q Q o 00 0 0 KITCHEN DINING X N ROOM N ..j s _ M � J 2' 3"x 3'0" 0 D T m , y c 00 L n/ F- 1 FAMILY _ O co ROOM Q Lo 4'-6" ti °' LO U) rn M 0 N O I co Eo U1 SMOKE AND CARBON MONOXIDE ALARMS FOR I a N REPAIRS ALTERATIONS AND ADDITIONS: o I I o IN In accordance with Appendix J = U c 13'4° O Q7 N N V Y When repair work, alterations,interior alterations .y 2 o a o 3 and additions requiring a permit occur, O I I ....`�- CO v p O d.'a', S N 17 t the dwelling shall be provided with smoke alarms ________ _ ° o,a L. a)- N ________ I .0 2- j C O En�'B 3 O and Carbon Monoxide Alarms located as require for NEW DWELLINGS and shall be interconnected and hard wired. o - ------ z:� Q= o N = O C .L— E L7 0- LIVING t o » r `° " "' ROOM ----- ►- UenCUC F- CUEa 22'-11" o 9 CO � r - - — - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - � -------- r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20- I I N 3'-0"x 3'-0" i t i II icy II 5'-T 1_8 1/11 (n z i7 II II � x II II ih BEDROOM #1 N x 48"KNEE WALLI EXISTING N co BEDRM # 3 o CLG SPLAY O X Ui 13'-1 V/2' O T N (V Z N O 2'-6" N � = SMOKE Q p ALARM r' O iV coM 00 N Cl) M O W W U) J N ALARM co ti x ao M Z W U 00 -1 N N -------- CV N I� 00 nn�+ N' CV =_____= N _CLOS__ EXISTING BEDRM # 1 -------- M ---- N EXISTING --____-- 2'-s"x3'2 �0 15 N BEDRM # 2 c -Z" LG -------- - - ' SPLAY `✓ 48"KNEE WALL -------- ------- -------- 7n n722'-4" :10 ------ ---,-11-- o M - O O ------ T � LIVING c r Cl ROOM ------- .� I �' 5'-7" 8'-1" I 'cv CO UP l i Lo =N v Z .� 3'o"x 3'o° KITCHEN [___, O I I Q I I co � � r-r � CZ J >~ M 2'6 x 3'7" 2'6"x 3'7" 2'6"x 3'7" O M ^� �oo CI U 22'-11" 6'-10" 22'-11" AS - BUILT 29'-9° �9 01l900 2ND FLOOR PLAN TFOP NE`Nyp AS - BUILT ..�..- SCALE: 1/4" = 1'-0" 1 ST FLOOR PLAN SCALE: 1/4" = 1'-0" APPROVED AS NOTED OCCUPANCY DATE: 12-15-- B.P.# 7a 3/ USE 6S 0. BY: 'NOTIFY BUILDING DEPARTMENT AT 1'Li fTI r0UT '�5-1802 8AM TO a PM FOR THE F rOLLOWING INSPECT IONS: ��FF FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES i ce-ptiration N.Y.S.DEC rcquircd va, per 'S Code RETAIN, STORM WATER RUiNfOlFI MRSUAffT TO C�;APTER 236 Additional OF THE TOVv'N CODE Certification May Be Required. TRUSS PLACARDING Rt0011--` GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACINGAND 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; g YP P P Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 LOCATION Fuel gas code; Existing building code; Property maintenance code. ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 Clothes washer standpipe 2 Balconies exterior and decks 4-8d BOX (2-1/2")OR (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2')OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR ` 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps With Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing Conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d BOX 3" OR ^ g g Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, _ OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON(3.) FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND O All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS O 0 Electrical certificates are to be provided the electrical contractor. Stairs 40 20 7 ROOF Z Z 20. All window and door headers to be 2-2xl0 unless noted otherwise. Flow rate: 4-16d OR RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX O ^ p p q 9 9 ry P More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL (] be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING L.!_ '^ --I disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml507 STRUCTURAL MEMBERS DEFLECTION v, O More than 25.8 gpm up to 55.6 gpm 4 16d COMMON V TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/18o 9 16 STUD TO STUD AND ABUTTING STUDS AT 16d BOX -� U "O.C. FACE NAIL W the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") Interior walls and partitions H1180 basement and cellars and not less than 3 feet from the bathroom door containing a 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors 10 BUILT-UP HEADER 1s"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L1360 5-8d BOX 2 1/2"Xo.113" p g Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD OR 4-Sd COMMON ) TOE NAIL z garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L/240 O O All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 2 TOP PLATE TO TOP PLATE 1 sd BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END P Y 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls-wind loadslbrittle finishes OR 12-16d BOX 3-1/2" O the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH G� Q Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) Exterior walls-wind loads/flexible finishes L/140 required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL N Q BOARD L=s an length,H=s an he ht OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL O LL R404.1.2(9). P 9 p 9 All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL z Q Location of Reinforcement:The center of vertical reinforcement in basement walls shall be NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 ry of Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX 2-16d COMMON END NAIL r Z -- to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF I� End conditions for braced wall lines for the continuous sheathing shall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL r O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING ROOF SPAN 2-16d COMMON O X O Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX 2-8dCOMMON FACE NAIL W Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING W � Q SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 1- wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. NUMBER OF 16D COMMON NAILS z W z 4-8d BOX 7. Base design value for visual) graded dimensional lumber:Joists, studs Rafters and All 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL Z 9 y g 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 8d COMMON LO Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST IO BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 is"O.C. 4 6 s 10 PLATE(ROOF APPLICATIONS ALSO) 1od Box Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-1od Box EACH END Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON E 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 4-16d Box o W,'p o o E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL w �, o a`r Type Less than or less than or less than or L �, a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. L12 : 12 16"O.C. 3 4 4 5 w� U D,E`o � � � a or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FAiCE NAIL ° c c Z ro o L 0 m b. Use Co er flashin Only against ACQ Lumber Sill Plates : 12 16"O.C, 3 3 4 4 4-10d BOX - �, a o ° _PP 9 Y 9 27. Flame Spread Index: R302.9 - N rn e✓ o °r o c.) All Structural connectors i.e. Simpson strong-Tie or LISP, etc wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw .4 Q) _D'� o `o N `o 16 inches 10 inches 8 Inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST �'o.o n °r- u°.-. shall be Hot-Dipped Galvanized or Stainless Steel, Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a °Y c, m Iu E-m Y on center on center on center 2 E o 0 a = a, ° &attics shall have a flame spread index:5 25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od Box 24"O.C.FACE NAIL TO TOP&BOTTOM °s 2 s 3 t c'��3 0 3 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o 0 o a o a: t 0 22 installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: o a�, _ � ,� rn No 10 Wood screw tn 4-16d BOX c c ,� ° •c connectors,Allowable Hole diagrams,specifications, etc. wall and ceiling finishes having asmoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL L 15 N o`'- E "Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi,Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies HEEL JOINTAJDUSTMENT FACTOR 3-16d COMMON L a= C= 0 3.2- Framing P p g He/ Hr oc ° "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 Inches 9 inches � o CrQ 42 o ° E "Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR 03.2 `" �' _ E 2 o c EACH END, TOENAIL L L= E " o a 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 2-8d COMMON(2-1/2P') .y 0 10, R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 / 4 1.33 " WOD STRUCTURAL PANELS,SUBFLOOR, � ¢� o 8� 12 12 m 2 aE m vv f6 ° °_ each sleeping rooms in basement, habitable attics, and eve sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, includingbut not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND U N CU a- M E a•F`o ii shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, r. ''TICLE BOARD WALL SHEATHING TO FRAMING round access areas. panels shall not be located less than 18 from a voile a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. 9 " Y SPACING OF FASTENERS DESCRIPTION OF NUMBER AND TYP z A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING Except grade floor openings shall have a minimum net clear A permanent certificate indicating the solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. ( PANEL EDGES SUPPORTS GABLE END WALL FRAMING _ this section shall be posted near the electrical panel or water heater b the builder. TABLE 802.11 W opening of 5 square feet. P P Y F_ c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUSFLOOR,WALL) (n U -a II L B. Minimum net clear opening height shall be 24 inches. p g g g 30 3/8 - 1/2 8d COMMON(ROOF) 6" SEE NOTE A �6" ~ C C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than I,J"J O W ,_ :E 1/2 inches from the edge of concret block or concrete. EXPOSURE C J D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2- RAFTER ROOF 31 19/32"-1" Sd COMMON 6" SEE NOTE A 6" z z J > O from the inside of the room without use of keys or tools. d.Where screws are attached to mason or mason /stucco,the shall be attached SPACING SPAN masonry masonry/stucco, y FEET ULTIMATE WIND SPEED J Z � � WHERE Basement contain more than one or more sleeping rooms, 30, EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE 14D 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" Q Z W an emergency escape opening shall be provided for EACH sleeping room. Emergency escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W U W E It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. FIB STRUCTURAL CELLULOSIC F_ Q EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 <5;12 z 5:12 <5:12 2 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3 6 Z = W and the ASTM E 1886 as modified in IRC section 301.2.1,2.1 518"STRUCTURAL CELLULOSIC W 0- a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new,existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL stamped by a professional engineer if required by the Owner or Building Dept. FIBERBOARD SHEATHING 711 7 U) ANSUDASMA 115. Areas within hurricane prone regions: 11. STAIR HANDRAIL: R311,7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. Handrail Height measured above stair tread nosing,shall not be less than wind speed is 130 miles per hour or greater. 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" g g, (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS A. EXCEPTION: 16"O.C. 28 348 358 476 446 TABLE R602'.3 3 the full length of the stair from a point directly above the top riser of a flight I•.- 6" DIAMETER -►I TO RESIST WIND PRESSURES ( ) to a point directly above the lowest riser of the flight. Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall *� of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING µ Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD r CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL Attachments shall be provided in accordance with the table as follows: 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" f I", II", "III", IV", OR 'V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD UJ above the floor or grade below shall have a railing not less than 36 inches ;' r 16"O.C.1 48 599 559 745 697 6d COMMON NAIL ~ in height. Railings shall have Top rails and Balusters and Bottom rails that are d' REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" N 0 NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 by the riser,tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL 1 N fn are permitted to be of such a size that a 6 inch sphere cannot pass through. - j DESIGN CRITERIA (2.5"X 0131°) .75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" Q Open sides of stairs with a total rise of more than 30 inches above the floor or 9 TABLE 507.9.1.3(1) W grade below shall have guards not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 z Q REFLECTIVE Wind speed: 140 vertically from the nosing of the treads. No of stories: 2 JOIST SPAN 0 WHITE FIELD LLJ U CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS - U) 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window f -- Mean Roof Ht: 30 ft APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS opening is located LESS than 24 inches above the finished floor and GREATER DETAIL <6' 6'1"TO 8 8'1"To 10' 10'1"To 12' THICKNESS TO WOOD FRAMING ,..�- 7/16" min. structural plywood Roof pitch: per plan FRAMING SPACING NAILS scREws than 72 inches above the finished grade or other surface below on the exterior -- - " Panel, Attached to 1/2"DIA.LAG SCREW 30 23" 18" 15" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS of the building,the window must be provided with al window opening control device Bldg Length per plan &1/2"MAX. SHEATHING 1/2" � DESIGNATION FOR STRUCTURAL WALL EITHER DIRECTION 16"O.C. 8" 16" that compiles with R312.2.2 Window Opening Control Devices. Frame in accordance Bldg Width Per Ian COMPONENTS THAT ARE OF 1/2 g p 1/2"DIA.THRU BOLT F-+ TRUSS TYPE CONSTRUCTION With Table R3O1.2.1.2 bid aspect ratio: 3:1 &1/2"MAX.SHEATHING 36" 36" 34" 29" 5/8„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS STROKE il p WALL EITHER DIRECTION 1s"O.C. 7" 12"14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in °F" FLOOR FRAMING INCLUDING of the residential code Nailing Sched: Table R602.3 1 accordance with R302.11 thru R302.11.2 and Draftstopping shall be g ( ) 2'1"To 14'14'1"To 16' 16'1"TO 18' TYPE"x" AT tars•LONG 6d COATED NAILS OR installed per R302.12 thru R302.12.1 GIRDERS AND BEAMS Of New York State GARAGE CEILING „ „ EQUNALANT DRYWALL SCREWS. "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/811 BENEATH PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH Fireblocking materials R302.11.1 shall be as follows: &1/2"MAX. SHEATHING 131, 11 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING 2. 1/2"gypsum board 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. UNDER SECTION 602OFTHE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for with the 10foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) l UL 263,for the specific applications Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES O PLYWOOD STORM PANEL OF FOUNDATION MATERIALS Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration M . Refer to General Notes for Panel W �° �" oM'o Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 U "� bi) Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. �/ E Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection ® F-� 73 ' Sand, silty sand, clayey sand,silty gravel and clayey gravel �/ ~ (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) (CL, ML, MH and CH) 1,500 psf O R401.4 WIND DESIGN SUBJECT TO DAMAGE FROM a.When soil tests are required by Section the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearingcapacity of less than 1,500 psf (MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP :, Y P LOAD REGION ZONE CATAGORY DEPTH are likely to be present at the site, the allowable bearing capacity shall be determined by a soils investigation. 20 LBS 140 NO NO NOM SEVERE V_ „ MODERATE 11 YES NO 1500 or less 52.1 B 3 0 TO HEAVY M. In accordance with Section R301,2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS "�'�` Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS _-__ __...___ Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED fasten king stud to header with ° -° ° ° ° / 6-16d sinker nails Min.3"x 11-1/4"net header Header e r CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° ° ° shall occur at top of wall ° •_ _ _ _ - _ _ _ - _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH .�= _ - - ;�'_ - - - -•� PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ° ,I ICI ICI I, ON EDGE, 12"FIELD. INTERIOR SHEATHING OF BRACED WALL PANEL �,'.�._�-`-a^ �_ fasten top plate to header with BRACED WALL PANEL n�=�.�9- - BRACED WALL PANEL Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"D.C. I•I PER TABLE R6D23(1)OR R6023(2) 1 q P fastened to the re wired er R6023.2 Braced wall line \� •I I•I is VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with continuously sheated I I I I I I X 6 16d sinker nails ._ with 1/2"wood Minimum 40001b header to-jack-stud .I ICI 1.1 METHOD CS-WSP: �, x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening ��^/� •I I'I5� X AS PER TABLE R602.3(3) •'m f9 pattern as shown and 3 in.o.c.in all framingstuds and sills structural panels p P 9 �/J EXTERIOR SHEATHING ATTACHED 8d 6"O.C.ALONG z ° _E l0 ( ) e opposite side of sheathing @ 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS o, •I I I WITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C.ALONG @ m c Minimum 40001b header-to-jack stud strap @ BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER E 0 b on both side of opening opposite side of () .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL m ° sheathing ° Panel splice edges shall occur over 1 AN FIELD ON EDGE AND 12" O.C. o s g and be nailed to common blocking z . BRACED WALL PANEL o o Min.Double 2x4 framing covered with minimum -__ _._.. - ° within the middle 24"of the portal- O I• BRACED WALL PANEL BRACED WALL PANEL x 0) g BRACED WALL PANEL w _ 1/2"thick wood strucral panel sheathing -- -- — leg height. Oine row of 3"o.c,nailing _ z Z BRACED WALL PANEL g i° p 9 H I I I' BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c. in all framing is required in each panel edge. 2 I' SHALL BE MIN, 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed �•— +� ICI 3-16d @ 16"OC ALONG i 5 0 I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH WITH TABLE R7023,5 OR BRACED WALL PANEL BRACED WALL PANEL 3 AC W L ALONG BLOCKING MEMEBER o ;° Min Double 2x4 or @ I° 2'to 18'(finished width) Q Q BRACED WALL PANEL �/ J TABLE R6023(1)FOR EXTERIOR WALL Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural ry ��//'�� _ _ ,Fi, J. SHEATHING per Table R602.10.5 °i panel sheathing W vJ _ _ CONTINUOUS RIM OR ° Min double 2 x post °I 0 _J - - - - - - = a: CONTINUOUS RIM OR 'I 1'1• ,n END JOIST ° '° No.of jack studs per ° I >Q VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° ° Min.(2)2x4 typ, Table R602.7(1&2) °� �,..1 V 'I I'I •I OVER AND BE FASTENED TO COMMON STUDS. ° Min.(2)1/2"Diameter anchors 2-16d NAILS EACH SIDE i- Q W •I I I I I I' HORIZONTAL PANEL JOINTS IN BRACED y a-b- installed per section R403.1,6 WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3116"plate washer 0 INTERIOR I,I I. AND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING Q rn COMMON BLOCKING ADDITIONAL FRAMING V J,I SPACING I I I I I' CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I II I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL 0 'I I 1 I•I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION- FIGURE R602.10.6.4 < n Q •I 1•I 1.1 I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to 0 0 Band or Rim joist with nail sole plat Attach Sheathing nail sole plate BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common vials ° I° to oist er Band or joist 0 ° j p j ' a�° to joist per PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3' o.c.Top an °° Sub-Floor nailing sched. 8D common nials I. nailing sched. W FRAMING Bottom °e o ° - at 3"o.c.Top and °ode- ��°id Rim Joist vi z FRAMING ° ° Rim Joist Bottom 0, C° '° /per Plans W (� -- ° ° ° ° perplansFASTENING REQUIREMENTS FOR ��Holdowns �— 0BRACED WALL PANEL AS PER _0 x 0 2 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 E W (-) Lr) CEILING OR Z FLOOR JOIST 1-1/4" galy. x 20 gage z Z Q l0 DIRECTION Simpson ENDWALL—► H2A Stud To Rafter ENDWALL coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A N between 9-1/4"to 15-1/4" nails in each end at each rafter. N at each Rafter. With FLOOR AND CEILING JOISTS _ E s IONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter of6Strapping braced Wall panels „ „ 0: o(J�` ISTS SEE PLANS PROVIDE STRUCTURAL RIDGES A at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ �, m w E 2 o a Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side wLa �,o � N o I ood sheathing of Ridge to have a c c Z n o U w 0 o m plywood g Schedule Dwg-1 g BLOCKING '111N shall have Solid Blocking m N o 2 AT IC OC @all Plywood Joints m'°° C� 0 o 0 u°°Y Simpson LSU skewable hanger .c _ E : �, Y 2-BAYS IN SIMPSON H2A 0 0 m i = n` N� >17 = d= � O BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil d d)•� = o M'N 0 = 3 a� U)•23 L = E4,3: 0 rafters attached to top (5) 8d x 1-1/2" nails in Rafter o o o g a�o L w Strap with (5)-8d common nails = �, a� y N 2-- 5 plate with 8d nails @ 6 O.C. (2)8d x 1-1/2 nails in plate ° ' �, N o)U, — -' t �•_ SECTION A-A " in each end. catch jack studs ° _ __ _ _ �, y»�= o E along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blocks ° r a`_ �' o o 3 o Comer Holdowns • a o ff o t` Refer to plans panel. an window or door Header. Less than � o.ro _ �=E W Gable End Wall L 2 .� Typical each side and ALL or Equal = z Q _ = _ „ for quire locations windows and doors. co N y = U@ MU a) o t 0 END WALL BLOCKING DETAIL Z�I q s y FOR FLOOR AND CEILING BRACING if required - - t012" mcai m 00 RIM JOIST BLOCKING BETWEEN RAFTERS [ni. BRACED WALL PANELS � U �m � � m E a c o a NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH sill strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on RI this page. NTS RAFTER T EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS O RIDGE STRAP R802.3 TYPICAL ELEVATION NTS � IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v�/) 0 AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 418"O.C. Z 7 PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD �_ 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED I1 J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS LL EACH END 0 Q 2X P.T.LEDGER; MUST BE ONE SIZE _J ry W CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD III 0 Q NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO EXTENDED SIMPSON BSC ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH 2 vJ PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR i OMPOSITE RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL OUTER THIRD CUT FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I I OF SPAN ONLY PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH EXTERIOR OR the inside face of the band joist. ATTACHED PER I I FOR CODE SIMPSON ABU POST 12" Mini BEARING WALL GALV.DECK HANGER MANUF,SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET SIMPSON LUS26 @ 2X6 I I SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG LAG BOLTED TO JOIST 2 1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 1/4 JOIST 0�' THAN 50% DEPTH, MAX. :; CLEAR AS PER MANUFACTURES O S SON SD STRUCTURAL SPECIFICATIONS. CONNECTOR SCREW "MIN. _ 1/6 JOIST Q (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ GRADE ADHESIVE ANCHORS:HIGH-STRENGTH DEPTH,MAX. S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE 1 - — WITH TABLE R507.2 2 x JOISTS I 113 JOIST METAL TIE FASTENED ACROSS AND &= LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR O DEPTH,MAX, _ TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O , USE WITH THREADED ROD / Use 1-1/4" Metal N Z NOTCH WITH 8-1 OD NAILS EACH SIDE M ALLOWABLE LOAD PER TIE:840 LBS 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON :; O 3 — Coll Strap 20 Gage NOT LESS THAN 4 LOCATIONS SPACED EQUALLY ( )10D THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR ty (n 3� AND TWO WITHIN 24"OF EACH END OF DECK I (3)#10 X 3"WOOD SCREWS M Solid sawn joist and rafter 12" Min (5) 8d common nails � � TOP PLATES R507.6.2 SIMPSON H2.5 AT 14"DIA.CAST-IN-PLACE r- � uj OR FOOTINGS MUST BLOCKING CONCRETE FOOTING,DOWN n otch i n g and boring limits. 1 in EACH END at W J i EACH JOIST TO VIRGIN SOIL PIPE BEAR ON EAICH Stud. Z W Q ALL WAB E LOAD PER TIE: 1,825 LBDS SCREWS OVER BEAM o SIMPSON BC UNDISTURBED PE1R R50B3LOW OR DECK FOOTINGS NTS 8d � 6" oc Along � IY U) MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR FIGURE R602.10.8(1) 3/8"DIA.LAG SCREW PREDRILLED FIGURE R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION (Cr PORCHES & DECKS NTS WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE NTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS G-185 age 1-1/4"x 20 gage G-185 1-114" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR W SEE TABLE 507.2_ at each stud FASTENERS at each stud with (5)-8d common nails TOP PLATES TOP PLATES "�- N IN 2 ROWS Strap may be attached OVER at each stud the plywood OR directly to Strap may be attached OVER Strap may be attached OVER OO O OO o T6.5" .5"MIN FOR 2X8• � studs. the plywood OR directly to W a o 5"MAX MIN FOR 2X10 Studs. the plywood OR directly toSTUD BORED HOLE MAX. STUD .5"MIN FOR 2X12 _ Studs. GRADE Q _, BORED HOLE MAX. DIAMETER 60% QO O OO GV rap strap under sill DIAMETER 40% (PERCENT)OF STUD r and attach to sill plates BLOCK SOLID p 3-16d @ 16 oc Along D o (PERCENT)OF o DEPTH o ,P �� STUD DEPTH I 2"MINL 11 C BETWEEN JOISTS vo N Z .� 5/8"MIN. 5/8"MIN. 5/8"MIN 5/8"MIN. " ' - 4 MM -+ TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD LAG SCREW OR THRU-BOLT - - " " Braced Wall Panel (V ° Q r- h�+� CA •. 3/4"MIN e �"� , � OC � NOTCH MUST NOT NOTCH MUST NOT I 11I Illlll' < ` - FIGURE R602.10.8(1) �/ ct I— •.e. f11 P D IAA 0 EXCEED 4 � EXCEED 25% 0 )°/" =I��1I, r O M (PERCENT)OF 0 (PER OF 0 STUD DEPTH STUD DEPTH O 10"x LE GTH ST () PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD c CAST-I PLACE D A BORED HOLES SHALL IF HOLE IS BETWEEN NOT BE(LOCATED IN - UNDER TTO '7� 4o%(PERCENT)AND PER FIGURE R507.9.1.3 (1) STRAPPING BORED HOLES SHALL THE SAME CROSS ' "'Wrap strap under sill 60%(PERCENT)OF � • G,✓ NOT BE LOCATED IN SECTION OFTHE CUT Applies to Garage Wall and - - p p ti n STUD DEPTH THEN OR NOTCH IN STUD + ' '' • ' THE SAME CROSS STUD MUST BE DOUBLE DISTANCE CAN BE REDUCED TO4.5" =III=III and attach to sill later TYPICAL STAIR FOOT STUD v' SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction I=III= p 1-1/4"METAL ;" OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF ARE DOUBLED II '` •` AND SO BORED LAG SCREWS To ATTACH 2X8 LEDGERS "=III I STRAPPING S 2 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL a. �� FIGURE R602,6(1) FIGURE R602.6(2) - FOUNDATION-SILL-STUD c y � NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING fief 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 AT CANTILEVER FLOOR JOIST WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. U) .z Q oz z Q � 12 12 H � o 2.8 �-�2.8 _ J10 0 12 12 0 Z Q rn -- - g O o v�! - - 12 0 6 12 �5 W _ TOP OF PLATE Lo OWo � III Hill ►� W � cD zzQLo TOP OF SUBFL REPLACE EXISTING OOR NEW WOOD DECKTO _ - _ _ _ — TOP OF FOUNDATION C N o ......,».is 0 d rn m m J_- E f0� N� ° r m m I I I0 ID2� �.�� o "ts Bottom of deck I ' ID Footing D 2co mREAR ELEVATION o WINDOW WELL L J J L J 36"below Grade Minimum "i�w L � a TYPICAL 0 SCALE: 1 /4" = 1 -011 RIGHT ELEVATION o3 c0 o3° ' ° I I I I � .c a� � � y,o 0 0 �° `a I I I SCALE: 1 /4" = 1 '-0 ' I I E U� E of 6- L ° r ` E � � `' v_ m � cUw m Z c Q c a�i c m o a> c aE m ma ami a TOP OF FOOTING _ — _ _ — � HUCnnMCr HmE0-0a I- — — — — — — — — .L — — — — — — — — — — — — — — — — — — — '— — J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� 12 12 2.8�/' !�2.8 12 12 EXISTING DORMER 12 12 �6 5 12 i � �� Z -- --- — — - TOP OF PLATE — - — - - F- �jF O j BV1\-1DY-5L7UiP+Ot O N Uj <,TpbdN Off. � d Q W 6i UJ 1 TOP OF SUBFLOOR - - - - - - - - - - - _ TOP OF FOUNDATION iHy- W s WE Emuy _ REG SO NEW KITCHEN WIND S ARE EXPO [-� � z � '— — — — — — — — — — '-T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L- — — — — — — — L, — — — — — — — — — — '- — - — — - TOP OF FOOTING 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — \,,.� FRONT ELEVATION ¢ LEFT ELEVATION SCALE: 1 /4" = V-0" SCALE: 1 /4" = 1 '-011 , '�,w`�� '�✓2�� 4 3 o1soAa Qk 9rFOF NE`N�O r 27'-511 U) i---------------------------------------------------------i w I C) 0 ---------------------------------------------- 1 ' / I I z Z I I 1 I I I ❑ 1 I _ 1 I O 1 I w HWH EXISTING UNFINISHED '--'--'-""-----; � CELLAR W O 1 I Q ;DIRECT VENT I 1 BOILER 1 I I 1 1 I 1 1 1 1 BID' � V/ I I 1 I O `------------ I O I 1 I Q _______________+ 1 I I , 1 O cr- 1 1 , 1 O 1 OIL , Z BURNER ; 14"DECK FOOTING O HWH ; ; SEE DETAIL ON DWG-2 W ' ' �� FOOTING SIZE PER TABLE n/ ry � 7 6-1/z R507.3.1 FOR DECKS LL L� 1 1 O 1 1 O 1 I Q O \/ O2 I I I 1 'JG` I I 1 1 W I I I _ _ _ _ _ _ ,�1 I 1 I 1 1 �yJ I Lrj, Q V/n P- I W Z I ' IIILO 2x6` DECK i i Z < Lo III �n JOISTS @ 16"oC I 1 Ili I I ui EXISTING ------'- 1 Lu 0\I S� _ r �S E o UNFINISHED _____ W\ - p JI✓ o 1 /I - - = o BASEMENT c C.) a Lin w ------1- ICU III � � � c m c � o ------- I� H� I o U°.S C o ______ c y c I Ipp nl 1 acc2L mc � m 1 X IIII LO m O m O o o m _ W Z N III f C- U In IT �L �•_=y Q EXISTING WOOD STAIR& _____i_ i Y .�C.°'ac-i o `o N m o 0 N III O.C. OL U"- ,n U" U y ' INSTALL NEW RAILING. I m B I IW W r c 6.c3 rn » 2 o IN ACORDANCE ------�' ;00 I� \I r N o 3 L N :T� o 0 3 WITH THE 2020 NYS CODE _______ ,Xw \ ' I' �w o o 0 os �' m 0CD J IY O U (13 VENT CLOTHES DRYER N� vom C" IN ACCORDANCE WITH W ------'- ; i t a N a o .3 CHAPTER 15-CLOTHES `o 0 O 1 1 1 � O O' U"L C DRYERS EXHAUST. ' I E o U. c m 2 L)o2 :0 n UP 1 , nl labZ;c � QEcmcmo __ 1 I i ��Ijr\ LcoEm m� a0i0 D O 1 -----------'ty"�r------ F- coy co Er m E a�o n , � I , I I , 1 I I ' ' 1-011 1 I , 1 I U\'J2X4 PARTITION i w �A n/ OAy �.I,1 ' 1 I ' 1 1 I CV 1 I 14'-411 ' 1 CC7 ' 1 I 1 � 1 I EXISTING 5JJ ---------------- 1/2 NFINISHED BATHRM 1 I 1 I 1 1 1 I ' (STING TMU6'-2°or N I I I 1 (2)1-3/4"x 9-114"LVL ' ; co 1 I I j 2'-6" 1 1 I Q I 00 N I 1 1 I LU I I H 1 I 1 1 ' `--------------r r , , 1 1 O I I O I I N 1 I I I 1 O r^ 1 I N Lu -------------------- I I I 1 r r— 1 I I Z / I` Q I I L11 1 I ` ' 20'-311 I I ' LL r 1 ' 1 I 1 ' I EXISTING i 1 I 1 , EXIS CONCRETE 1 1 C FINISHED STEPS CODE COMPLIANCE STATEMENTS: btZZ:: tE CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: 1. The windows selected for this project shall meet ALTERATIONS-LEVEL 2 AJ8 ADDITIONS ; ;of R310.requirements re "" " " - V0-0 the egress g q STRUCTURAL NOTE: STRUCTURAL NOTE: ; `-------"---"'"--"------- -- --- '--"'-''---'- ---'i=- ' 2. All windows shall meet Section R308 Glazing and ALL STRUCTURAL WORK SHALL AILL STRUCTURAL WORK SHALL ; 2 2x8 V ; R308.4 Hazardous locations. COMPLY WITH NYS COMPLY WITH NYS ' , "meet ow SECTION W------ I SUPPLEMENT APPENDIX ' _ - _. ___ 3. Windows were required shall t the Wind Fall SUPPLEMENT APPENDIX ______________________________________________________________ q SECTION AJ803 protection requirement R312.2. MECHANICAL SYSTEMS: MECHANICAL SYSTEMS: ^' 4. Bathroom windows shall meet the hazardous THE MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH glazing requirements as per R308.4 THE NYS SUPPLEMENT APPENDIXJ BE INSTALLED IN ACCORDANCE WITH W O THE NYS SUPPLEMENT APPENDIX J 5. Stairs, landings, railings & guards shall comply AJsos AJ804 E—'+ E""� Q Z o with R311 & R312 H PLUMBING NOTES: PLUMBING NOTES: 6. Outside lighting shall comply with RE 3803.3 ALL PLUMBING SYSTEMS SHALL BE ALL PLUMBING SYSTEMS SHALL BE 7. Stairway illumination shall comply with R303.67 INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH 11 11 1y� 1 THE NYS SUPPLEMENT APPENDIX 6-10 22 11 M� bA 0O .o and R303.8 THE NYS SUPPLEMENT APPENDIX J M� "' O •� SECTION AJ607 SECTION AJ805 8. Fireblocking shall comply with R302.11 thru R302.11.2 291-911 ® w CZ � ELECTRICAL NOTE: ELECTRICAL NOTE: V3 9. Draftstopping shall conform to R302.12 thru R302.12.1 � � � o � ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES 10. Flame spread and smoke-developed index for walls AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED and ceilings shall compy with R302.9 thru R302.9.4 IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS �,ED ARC, • O 11. Flames read and smoke-developed index for SUPPLEMENT APPENDIX EXISTING FOUNDATION / NEW FINISHED BASEMENT PLAN 'C p p SECTION AJ608 SUPPLEMENT APPENDIX J �Gj Z J M,/� � SECTION AJ806 n _ � n insulation shall compy with R302.10 thru R302.10.5 SCALE: 1/4 = 1 -0 11. Recessed lighting fixtures rated for FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE: O Smoke Detector KEY Q "'ALL SMOKE ALARMS,CARBON ALL SMOKE MONOXIDE ALARMS OR ALARMS,CARBON membrane penetration shall meet ASTM Ell MONOXIDE ALARMS OR Carbon Monoxide Detector AREA SCHEDULE r � .. "'! and Fire Stopping as per ASTM E814 or UL 1479 AUTOMATIC SPRINKLERS E WITH AUTOMATIC SPRINKLERS SYTEMS Co Refer to DWG-1 General Notes �- pp g p NAME AREA EXISTING WALLS SHALL BE IN ACCORDANCE WITH NYS � 12. Exterior Decks Shall Comply with R507. SUPPLEMENT APPENDIX J SHALL BE IN ACCORDANCE WITH NYS SUPPLEMENT APPENDIX In accordance with Section 915 of the EXISTING UNFINISHED BASEMENT AREA 268.0 sq ft. 0 ()AIDO� SECTION AJ604 Elm FOF Ny code of NYS NEW FINISHED BASEMENT AREA 763.8 sq ft, WALLS TO BE REMOVED ALL WORK SHALL CONFORM TO; 2020 NYS RESIDENTIAL CODE 271-5" APPENDIX J SECTION AJ301.4 - ALTERATIONS - LEVEL 1 ± 9-0 ± SECTION AJ301.5 - ALTERATIONS - LEVEL 2 U) SECTION AJ401 - REPAIRS "' U) O o ° SMOKE AND CARBON MONOXIDE ALARMS FOR 9'-61/z'± ° O L 7 REPAIRS.ALTERATIONS AND ADDITIONS: 3+/„ _ In accordance with Appendix J When repair work,alterations,interior alterations w o N and additions requiring a permit occur, 'r) BATHROOM the dwelling shall be provided with smoke alarms o AN 9 ., and Carbon Monoxide Alarms located as required e C e 1 ® W O for NEW DWELLINGS and shall be interconnected `; = N cn and hard wired. o N 2'-0" 3. r N U NEW O Q W BEDROOM #3 N N 3'-1 0 D OSmoke Detector _ z Q Carbon Monoxide Detector 2-2x8 O U)co Refer to DWG-1 General Notes - 2'-O" _ In accordance with Section 915 of the 2'-3"x 3'-0" 4'-0" O 2020 IFC, R314, R315 of the Residential j > 0 code of NYS 41-611 FAMILY O O z C; ccROOM _ � O co cX c c COMPLETE REPLACEMENT W N �' OF THE EXISTING n/W Z N "'13'-4" o WOOD DECK W! N v NEW FRAMING,FOOTINGS, +� EXISTING 2X6 RAFTERS REMAIN N CONPOISTE DECKING, O 1ST FLOOR WORK TO BE COMPLETED: NEW 2x8 cJ @ 16"oC STEPS TO EXISTING GRADE M p W O ry REPLACE WITH NEW: � Lij � 0 � 1. ALL INTERIOR DOORS, REPLACE WINDOWS AS INDICATED M �� W z ON PLANS $� N DINING `��� z Z Q � 2. INTERIOR GYPSUM BOARD AS REQUIRED. ' �o 3. INTERIOR GYPSUM BOARD CEILINGS AS REQUIRED. 4. FIBERGLASS INSULATION WERE EXISTING IS DISTURBED. f1 v ��co `° ___ 2'-6"__ xN 5. REFINISH HARDWOOD FLOORS OR REPLACE AS NECESSARY Q��� z N O ________ M.N � C N 6. PROVIDE A NEW COMPLETE KITCHEN REMODEL. /� V�'� N S DN---- ' ; rn m m Olm o ao °�� NEW APPLIANCES LIGHTING, FLOOR , HARDWARE, ETC. q�V" 9'-4"± -_ 3'-s�z'_ _ w € r N y INSPECT ELECTRIC AND PLUMBING AND REPLACE -------- AS NECESSARY. \ �►�1 -------- a Lo Lo 6. PROVIDE A NEW COMPLETE BATHROOM REMODEL. M �Y�✓5 KITCHEN c o �' =o o a y 4` s Y N � m o.a �� ��- 'o... co X "' = au yY >a n"E o NEW FIXTURES LIGHTING, FLOORING HARDWARE, ETC. -------- N = 2 _ 8 a = = 3 N ' N Q i C.8 3 L O.L d 3 DU N INSPECT ELECTRIC AND PLUMBING AND REPLACE C/� = a -------- N a o a a s w AS NECESSARY. ° _NEW WOO y N rn a H. �'L s� N - ATR--- tL= c ro - mo o. o E - G o Q o�o 0 0 t 22'-11" 9 TO CODE_ o �_ o 2 E ;? c a� vi a� CV' O -------- a.� c 2 c� n � � L5�N m � E cU N Oo �C �_ a �, � 0 LO L o » mcc m o "»= m i F- UrnmE, F- ' Ea.Eon N 3'-0"x 3'-0" o 10 -— o N N 8'-1" 5'-7" 8' 'IT-1" o X a N Ln DEN FOYER 48"KNEE WALL Cl) N U. RENOVATE EXISTING BATHROOM `" -N =+1 + NEW FLOOR FINISH,NEW GYP BD o m = 00 8-4/z 51-711 CEILING AND WALLS,NEW FIXTURES of 00 PLUMBING,LIGHTING AND CABINETRY. �"' 1 O w d FOR A COMPLETE BATHROOM RENOVATION. r o a: W V N CLOSET z F- m FAN a O N = EXISTING c -N N 3' 0° 7' 4° 3-0 '-81/zBEDRM # 2 t1 EXISTING � N M 31/z„B 2-2x12- - - - - 2-2x12 Cl)X - - - - - 2'-0" C= z ❑ N cv 2-2x8 bo LU 2'-6" 2'-0" -------- iv N 10 W -CL_OS__ SMOKE s CLOS_; 0 O X EXISTING ________ 2-2x6 ALARM O +i C14 z BEDRM # 1 -------- --- oZo ALARM ' _ Cl)LIJ 24X48 uj W< W CLOSET -------- mf W n J -------- co W�n�¢� NEW STAIR -____� Z W Q O<L) &RAILING L TO REPLACE ---5'-7" 4'-9 2 T-0" LuwZp U) "� YCn z`ow zz o EXISTINGW �>><w U � LD C o 22'-4"± JW --"-- T� 0 (n �Uw J --- --- VL -, >.?QWo W�pJa LL --- --- 48"KNEE WALL a o -N -------- � o0 �mO EXISTING ---_- M� N L om m � FLL=o o L 1 LIVING RM wOHw z3: ry � i UP ,Z0a �Y0 O OO 3'0"x30" ry-Wz0� u-=<nd 2-2x8 2-2x8 2-2x8 � TW2646 TW2646 TW2646 L� ' 4 r ^ U z ,- 22'-11" rI H R312.2 WINDOW FALL PROTECTION NOTE: U "a t>n o AS - BUILT ALL WINDOWS & EXTERIOR DOORS ARE NEW: �j x TOP OF THE WINDOW SILL SHALL 6'-10"± 22'-11"± ® 'z3 � BE A MINIMUM OF 24"ABOVE THE FINISHED 2ND FLOOR PLAN ANDERSEN Double Hung model 244 and 400 series. �/ O r,-,-, To be designed & installed as per manufacturers 29'_9"± FBI �n �o ct FLOOR AND GREATER THAN S ABOVE THE SCALE: 1/4" = V-0" specification for 140 ultimate design wind speed FINISHED GRADE OR OTHER SURFACES 2(3)301 G 2(2), .BELOW ON THE EXTERIOR SIDE OF THE and Table 301. Provide HP LOW-E glass; U = .30 SHGC = .30 BUILDING. SHALL COMPLY AS FOLLOWS: AREA SCHEDULE EGRESS:shall meet R 310 1ST FLOOR PLAN ED WINDOW FALL PROTECTION: shall meet R312.2 — „ _ NAME AREA �5 J �/ R312.2.2 WINDOW OPENING CONTROL DEVICES: SCALE: 1/4 — 1 -0 WINDOW OPENING CONTROL DEVICE SHALL Substitutions made upon meeting NYS Code. KEY EXISTING FIRST FLOOR AREA 1217.7 sq ft. See page one, general notes for additional FIRE BLOCKING SHALL BE INSTALLED �s COMPLY WITH ASTM F 2000.THE OPENING IN ACCORDANCE WITH R302.11 EXISTING SECOND FLOOR AREA 446.2 sq ft. . DEVICE AFTER OPERATION TO RELEASE THE code requirements. EXISTING WALLS THRU R302.11.2 AND DRAFTSTOPPING fi PER R302.12 THRU R302.12.1 EXISTING UNFINISHED BASEMENT AREA 268.0 sq ft. DEVICE SHALL ALLOW THE WINDOW TO FULLY ,�- OPEN TO MEET THE CLEAR OPENING '� NEW WALLS NEW FINISHED BASEMENT AREA 763.8 sq AS REQUIRE TO MEET EGRESS R310.2.1 _ _ _ _ ne,�' �� : Q WALLS TO BE REMOVED Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor up and out of the MANUFACTURED LIGHT ENCLOSURE Sheet Metal Firestop Full Thick Insulation thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior way for access sheathingas draftsto and la on I od CEIING FRAMING Seal joint with CONTINUOUS BEADFill entire Cavity to p Y p Yw Batt Insul J SheathingZeala subfloor behind tub Tub attic hatch - R-val support Non-combustable sealantOF SEALANT Insulation dams Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed to' Air Seal / insulation from exterior insulation requirem n access opening Sealant or „ OR GASKETED TO RIM Continuous wall 21, 2 adhesive 1/4 structural sheathing FJOISTIRIM CLOSURE floor a Gasket falling through of Sealant or - as enclosure liner sealed SEALANT Sealant access adhesive "I} at perimeter and seams. solid blocking SILL PLATE INSTALLED �, or rigid insulation Adhesi Sealant gam/' \ Pre-Fab Fireplace OVER GASKER SILL 1 min Rigld sealed around Weatherstripping Seal stairs C) Casin 1/2" Gyp• Wall CONTNNUOUS BEAD OF SEALANT Insulation. Air Panel ^ 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down frame gap Sealant 1/2" plywood Board DRYWALL CEILING secs for installation manual Sealed at perimeter with caulk p � p finish w/ soffit material staircase z Q attic hatch or foam Q 0 >_ (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL IC� _Z Z PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL a Q ATTIC HATCH DETAIL TO BAND JOISTS W This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products " Q It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation F_ T R-50 Attic Stair Cwrr Section N 1109(R503)Alterations Q W ~ ~ Eave baffle installed N1109.1 (R503.1)General adjacent to soffit and eave Z U� GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for 1 �. • """' �. ''" "� Q Table R402.4.1.1—Air barrier and insulation installation. new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over Q conforming with the provisions of this chapter than the existing building or structure was x, All design &construction in compliance and built accordingly to the prior to the alteration. the top Of the attic insulation a �, Q 2020 Energy Conservation Construction Code of New York State. as per Chapter 11 TYP. ROOF CONST. Q TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building,building system or portion thereof shall conform to the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the i Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa unaltered portions of the existing building or building system to comply with this chapter. 2 X CJ W/ INSULATION Q All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. NYS mechanical code, 2020 energy conservation consevation code of NYS. Z Q ry P g [NY] N1109.1.1 (R503.1.1)Building envelope Soffit see ' OR HERS RATER W _ requirements in the building envelope. Building envelope assemblies that are part of the alteration shall comply with i Section N1108 (R502)Additions Section N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, Const. Dwgs CY U) Z Exterior thermal envelope contains a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. { W continuous air barrier. N1108.1 (R502.1)General Exception:The following alterations shall not be required to comply with the requirements SEALANT Q Q Additions to an existing building, building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: Breaks or joints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall a Q X Q sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installed over existing fenestration. Existing ceiling, wall or floor cavities See Const. Dwgs F/ W Q An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. t W � 0 � installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than d. recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108,1.1 or N1108.1.2. Roof recover. z W Z each cavity-. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed ` _. Z Q L{) maintain an even densityfor the entire cavity. Batt insulation shall be N1108.1.1 (R502.1.1)Prescriptive compliance ty• during reroofing shall be insulated either above or below the sheathing. Surface-applied k° Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. installed in the recommended cavity depth. Where an obstruction in window film installed on existing single-pane fenestration assemblies to reduce solar heat gain the cavity due to services,blocking,bracing or other obstruction provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE [NY] N1108.1.1.1 (R502.1.1.1)Building envelope Alterations which replace less than fifty percent of the luminaires within a space, provided exists,the batt product will be cut to fit the remaining depth of the p y p p p E s New building envelope assemblies that are part of the addition shall comply that such alterations do not increase the installed interior lighting power. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o `° 2 cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. g g p „° o�E shall be placed to fill any surface or concealed voids and at the o, 6 m ` 2 ° N1109.1.2 (R503.1.2)Heating and cooling systems w. ; w E r N y ° manufacturers'specified density. Where faced batt is used,the Exception:Where unconditioned space is changed to conditioned space, the building New heating, cooling and duct systems that are part of the alteration o i"2 ° o o M >, installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in LOW DENSITY SPRAY FOAM p shall comply with Section N1103. "E a 0 ° _ no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN e e .,{ '' �- 0 N °r �z `o are art of the project, is less than ore equal to the Total UA generated for the existing building. $ ' 2 o` w °� �" stapling installation tabs. p P 1 q g g g• Exception:Where ducts from an existing heating and cooling system ; j ' ° � ° o `o ° o 0 Rigid Foam or ACCORDANCE WITH '� 1 ` ! 2 ° ;, are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not 9 f t r! ° .� >Z aY o Insulation that upon installation readily conforms to available space N1108.1.1.2 (R502.1.1.2) Heating and cooling systems be required to be tested in accordance with Section N1103.3.3. Wood Blocking HERS REPORT t ' i ,' N " _ ° ° m ° C 3 New heating,cooling and ducts stems that are a q g - f "''' °'L cn ° 3 L shall be installed filling the entire cavity and within the manufacturers' 9, 9 Y part of the ! -- C w C = 10 3 ° as backdam C �'"^�. o o a�i c a cLi m r w density recommendation. addition shall comply with Section N1103. N1109.1.3 (R503.1.3)Service hot water systems TYP. ROOF CONST. C ° a Exception: Where ducts from an existing heating and cooling En New service hot water systems that are part of the alteration i ! r a o 3 2 E Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the P g g g system are extended to an addition, shall comply with Section N1103.5. Roof underla meet I o o -- ° C 5 ducts stems with less than 40 linear feet in unconditioned spaces shall not be required p y y 2 X CJ W/ INSULATION i a l ` ceiling/soffit shall be aligned with the air barrier. y Psealed to drip edg �" to be tested in accordance with Section N1103.3.3 AS PER DRAWINGS " N E `_ 0 ° N insulation and any gaps in the air barrier N1109.1.4 (R503.1.4)Lighting New lighting systems that are part of the 2'E E s y o a)c) to N' — Q u7 C a) Q, o sealed. alteration shall comply with Section N1104.1. OR HERS RATER r , `" r C a E a� o ; o S w N1108.1.1.3(R502.1,1.3)Service hot water systems o ° o L C a) Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at New service hot water systems that are part of the addition shall comply with Section N1103.5. T Fascia/ y ° N ~ m E a.E ° a p y p Exception:Alterations that replace less than 50 percent of the Typ ) wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that Soffit see SEALANT J 1 shall be sealed. New lighting syste(R50ms that Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs New lighting systems that are part of the addition shall comply with Section N1104.1, non-vented ,,,,:.•,....:� :,�: ,, .,,, P Walls The junction of the foundation and sill Cavities within comers and headers of frame walls shall be insulated N1109.2(R503.2)Change in space conditioning r ! plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned top plate and top of exterior walls shall be resistance of R-3 per inch minimum. space shall be required to be brought into full compliance with this chapter. Typ. Exterior wall _ 1j •I F 1 Z C) sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) -.- k ' .—I _I installed in substantial contact and continuous alignment with the air Q barrier. `- W Windows, skylights The space between window/door jambs and doors and framing and skylights and framing OPTIONAL - RAFTER SEALING AT ATTIC EAVE C) LLB shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS 0� 0 Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the AREATO BE EXHAUSTED EXHAUST RATES underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Wltere provided instead of floor insulation,insulation shall be 0 shall be covered with a Class I,black perm BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFManently attached to the crawlspace walls. Wvapor retarder with overlapping joints H taped. INTERMITTENT OR 20 CFM CONTINUOUS N Z Shafts,penetrations Duct shafts,utility penetrations,and flue N shafts opening to exterior or WINDOW 1 p Q unconditioned space shall be sealed. C LU 24' W W (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW PASS THROUGH FALL PREVENTION Z > Q DEVICE CONFORM TO U-1 0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or TABLE M 1505.4.30) FINISHED FLOOR compression,or narrow cavities shall be filled by CONTINUOUS ' i " ` ' Al RFLOW RATE R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE insulation that on installation readily conforms to the FINISHED GRADE available cavity space. REQUIREMENTS BE A MINIMUM OF 224"ABOVE TOP OF THE WINDOW SILL THLE FINISHED FINISHED FLOOR FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. NUMBER OF BEDROOMS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal COMPLY AS FOLLOWS: � envelope shall be sealed to the dtyNvall. envelope shall be airtight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW hi A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: �•I wiring and Batt insulation exterior be cut neatly to fit aroundoids o and (square feet) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing m compression walls.There shall be no voids or Airflow In CFM 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION w � N gaps or compression where cut to fit. Insulation that on installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 !C �•./ �, '� Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and tubs shall separate them from the showers and insulated. 1,501 — 3,000 45 60 75 90 105 F-E•-1-■1 �' tubs. N1101.14 (R401.3) Certificate (Mandatory) [—� F■—I Q ^, Electrical/phone The air barrier sltall be installed behind electrical or „I , M box on exterior wall communication boxes or air sealed boxes shall be installed. 3,001 — 4,500 60 75 90 105 120 A permanent certificate shall be completed by the builder or other approved party and posted on a wall 10 t� � o HVAC register HVAC register boots that penetrate building thermal in the space where the furnace is located, a utility room or an approved location inside the building. pQ � b o boots envelope shall be sealed to the subfloor or drywall. 4,501 — 6,000 75 90 105 120 135 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® � Concealed When required to be sealed,concealed fire sprinklers shall directory label, service disconnect label or other required labels. The certificate shall indicate the ct sprinklers ordy be sealed in a rtt<anner that is recommended by the 001 —, 7,500 90 105 120 135 150 predominant R-values of insulation installed in or on ceilings roofs walls, foundation components '. 6 AP O manufacturer. Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results �5���� walls or ceilings. > 7,500 105 120 135 150 165 from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection of to walls shall be in accordance with the provisions of ICC-400. For SI: 1 square foot = 0,0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. covering the largest area. The certificate shall indicate the types and efficiencies of heating, P g P Yp cooling and service water heating equipment. Where a gas-fired unvented room heater, y �, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall 01 _A F indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," FOF as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, - electric furnaces and electric baseboard heaters. 1 8'-511 91-011 ---------------- VJ z M 2'-3"x 3'-0" 2'-3"x 3'-0" n� _ L11 O 0 00 0 <C o O0 o x ° KITCHEN DINING CO X N ROOM °' J fV Q-N M � J 2'-3"x 3'-0" 13'-411 W L , m M 1 FAM I LY N O<C Lo X ROOM � � 4'-6" ti rn I M N eM cD o E•° C N N'� T Ern O p w E O o oL L y 1 I � E i I a C C � n O U a) C fa lD I I O N O O p a) N - L 1 I C V U�o � •�w. N ,'L... O ,ac � `o � .� O V Y M m 1n2 in o m� Sao c 3 O U O O -U 3'-0" -------- c " a� o m u1°i w y rn 1 I y 01 VI - L - C DN ts,c c cu N ��w.3 0 E -------- n c � 0 0 0 M_N a o0tr ________ d? O •DwCa) ` co E UC C) En � zE ' ¢ tdNC°M BEDROOM #2 ______ a) c aEE N'O a 0,L E ; incu my - a6- PE5-.=o 22'-11" 1 CV r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cli II _ II I I N T-0"x 3'-0" I I 21-6" II Cry II 8'-111 5'-T 81-111 1-81/211 81/2 II II � x 48"KNEE WALL EXISTING "' x ON BEDRM # 3 CV CLG " SPLAY 8'-1 o s BEDROOM #1 M 13'-11'/z' p x -- ----- — - W N I- N OS 2'-6" .-- O SMOKE CV Z ALARM O C) (/) C? OP CO 00 W iV co M - 0o is N ALARM co ti xbo _ o w co iv M W N e- N � /� cv N a W � J1 -CLOS-- N ° w D W U EXISTING - ------ N =_-___= N —' M BEDRM # 1 -------- _______ N EXISTING -------- - 0� N BEDRM # 2 CLG -------- 2' s"x3'-2" — - SPLAY I 15'-2" 48"KNEE WALL -------- -- --- H 22'-411 ------- .-� �I N I -------- I o o II N 5'-�" 8'-1" I � � � LIVING ------- � [—� � x a' II J 3'0"x3'0" II N ROOM --UP O IL - - - - - - - - - - - - - - - - - - - - - — — — — - - - - jI KITCHEN L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J ct 2'-s"x 3'-T 2'-6"x 3'-T' 2'-6"x 3'-T' bp oo x � � U ct 22'-11" o p4 6'-10" 22'-11" AS - BUILT 2ND FLOOR PLAN 29'-9" SCALE: 1/4" = 1'-0" AS - BUILT 1 ST FLOOR PLAN (( ' SCALE: 1/4 1 -0 r Q�NEB F ,y D OCT 0 5 2021 BUILDING DEPT. TOWN OF SOUTHOLD 27'-5" 1 g'5"f CIO R302.11 Fireblocking required.Fireblocking shall be provided to cutoff all concealed draft openings(both vertical and horizontal) and to form an effective fire barrier C O between stories,and between a top story and the roof space.Fireblocking shall be provided In wood-frame constriction in the following locations. 9'-6y"t z [] 1.In concealed spaces of stud walls and partitions,including furred spaces and 3Y. Z Z parallel rows of studs or staggered studs;as follows: W N rn H R M 1.1.Vertically at the ceiling and floor levels. * J R ® WY O 1.2.Horizontally at Intervals not exceeding 10 feet. b H 2'-0' a JU 2.At all interconnections between concealed vertical and horizontal O Q W R312.2 WINDOW FALL PROTECTION NOTE: spaces such as occur at soffits, drop ceilings and cove ceilings. BEDROOM#1 M iv (] Z TOP OF THE WINDOW SILL SHALL 3.In concealed spaces between stair stringers at the top and bottom of the run. "T o• O O Q 0 BE A MINIMUM OF 24"ABOVE THE FINISHED Enclosed spaces under stairs shall comply with Section R302.7 2 2x6 0 4'-0" O FLOOR AND GREATER THAN 72"ABOVE THE 4,At openings around vents,pipes,ducts,cables and wires at ceiling and ra•x T-0" O O FINISHED GRADE OR OTHER SURFACES floor level,with an approved material to resist the free passage of flame Q C) BELOW ON THE EXTERIOR SIDE OF THE and products p , . , . > Q BUILDING.SHALL COMPLYAS FOLLOWS: of combustion. 4'6" 9'11' 3'$/: 6'-1 R312.2.2 WINDOW OPENING CONTROL DEVICES: 5.For the fireblocking of chimneys and fireplaces,see Section R10C3.19 Z O WINDOW OPENING CONTROL DEVICE SHALL 6.Fireblocking of cornices of a two-family dwelling is required at theline of LIVING COMPLETE REPLACEMENT W �/ r^ COMPLY WITH ASTM F 2000.THE OPENING dwelling unit separation. ROOM = OF THE EXISTING LL v' Z DEVICE AFTER OPERATION TO RELEASE THE WOOD DECK W1 * W DEVICE SHALLALLOW THE WINDOW TO 7.Firoblocking material:two Inch nominal lumber,bats or blankets of mineral a n NEW FRAWNG,FOOTINGS, +1 O 2 FULLY OPEN TO MEET THE CLEAR OPENING APARTMENT B CONPOISTE DECKING, m O X U AS REQUIRE TO MEET EGRESS R310.2.1 wood or glass fiber Installed securely in place or 1✓2"gypsum board. AREA;698 a R STEPS TO EXISTING GRADE NEW 36X60 -; W Q ' SMOKE AND CARBON MONOXIDE ALARMS FOR Z N N :; ;1" f;,• ~ W Z J ?�+;' lf3 REPAIRS.ALTERATIONS AND ADDITIONS: Structural Note: +�s ;� .- Z Q t!') DINING NEW WOOD STAIR AND „ ;;';:•' ALL STRUCTURAL WORK SHALL RAILING ?a€i•;6 COMPLY WITHAPPENDIXJ ROOM TO CODE When re In accordance with Appendix J SEcnONAJ6o1.s and additions requiring a permit occur, THE MECHANICAL SYSTEMS SHALL air work,alterations,interior alterations p Mechanical systems Q 9'4"f lx,.ii'4n. f •c m the dwelling shall be provided with smoke alarms BE INSTALLED IN ACCORDANCE WITH APPENDIX AJ601.10 ' \ i and Carbon Monoxide Alarms located as required ;t g ngNote: m,,;. for NEW DWELLINGS and shall be interconnected �.Umbt 4 �r,.,o .',,.�..;sry'�i;; ': � � ALL PLUMBING SYSTEMS SHALL BE KITCHEN o . .r. +p-; € 8 t4. and hard wired. M INSTALLED IN ACCORDANCE WITH gg 'o ..M'-�!']; x" '' aT'i t1 @ @ APPENDIX SECTION AJ601.11 S A .'. tim gicalNote: • 4-y°` i gage � �t 1. ALL ELECTRICAL EQUIPMENT,SERVICES -H _ r r ;� . L� ,ss F AND WIRING SHALL BE INSTALLED a Is N ^ 1 'Ii$�'D IN ACCORDANCE WIT H APPENDIX o 22.11" SECTION AJ601.12 m 00CW 2 p Fire&LE2.Safety Note: Q p 3`0" (Y s & ALL SMOKE ALARMS,CARBON MONOXIDEALARMS OR Yfi" c ■ ■■1 "M 0. 0. ■■a, ■ ■ ■■ ■■ a AUTOMATIC SPRINKLERS SYTEMc m .. . ■ ■ . . . . ■ . .. .■ ■ ■■■ . ■ ■■■■ ■ ■ ■ a O 2-2x8 SHALL BE IN ACCORDANCE J ■■ N ■■ 'I�KF ANQ,ji/{$ MONOXInc At ARMS FOR ¢ w�{ 1,IP.5 ,. tR4TIONe AN:T.\m^.ITIONS'_ � N I O In accordance w th Appendil o ENTRY v ! When repair work,alteratlors,interior alterations �l ■■ end additions requiring a permd oceur, o �' 13'-4"t 8'$'/z" the dwelling shall he provided with smoke slam■ ■� and Carbon Monoxide Alarms located as required 3% 3%" ''Al for NEW DWELLINGS and shall he interconnected RENOVATE EXISTING BATHROOM ;H 46"KNEE WALL and hard wired, NEW FLOOR FINISH,NEW GYP BO ty CEILINGAND WALLS,NEW FIXTURES °Q PLUMBING,LIGHTING AND CABINETRY. BEDROOM#2 CLG FORA COMPLETE BATHROOM RENOVATION. W, 13'-11'/." SPLAY II s ALL WINDOWS&EXTERIOR DOORSARENEW: FAN C'.�n^ W Y BEDROOM#1 3'-11'/"1 Plans indicates SUPERSEAL Double 0 m R 00 I Hung Vinyl Window Model Numbers and shall be Ti. 2'a• = In accordance with R609 C4 Os r r� o 4 M l To be designed&Installed as per manufacturers C ti 44 ALA Qs I I specification for 140 ultimate design wind speed and Table 301.2(2),301.2(3) 2-2X8 2-2x10 2 60 w N ALARM Q N °N N Provide HP LOW-E glass;U=.30,SHGC=30 q 5,5" 'I'r r7l O r-6• EGRESS:shall meet R310 2-2x6 t' * """"�"" o Z WINDOW FALL PROTECTION:shall meet F312.2 v; m 04 N BEDROOM#2 I Substitutions made upon meeting NYS Cede. 24X46 LU fn "� - w 4 See page one,general notes for additional m Z zCO Lii �' I code requirements. .a W w m z0 APARTMENT A NEW STAIR "" w= =O ~ &RAILING Bo I I q - 1 at Rovr area; 519 aq R Z (,) CLG i = o F 2 j 2nd floor area: 322 eq R -� fn SP Y 4 o }N� X Z r=u O W TOTAL AREA;841 aq tt 48"KNEE WALL I V p g d z N�z w 22'-4"t f o w _Loma _ AREA SCHEDULE 5'-7EXISTING�Z m 8 (7p EXISTING NAME AREA t.IVING�RM EXISTING UN FIN ISHED BASEMENT AREA 268.0sgR KO W O O wPuw p UP S V wl 3 KZU�LL I.y �■ tv 6r_i• NEW FINISHED 13ASEMENTAREA 763.8 sq it � OYp 0O \ IF+rll z ■■ ,■ 1 ST FLOOR APARTMENT A AREA 519.3 sgft Sma 22x8 228 22x8 M �■ in 1ST FLOOR APARTMENT B AREA 698.4sq R _ ■ ,7■■ .■■ ■.. ■■■■■■ ■■. ■ ■. .. .. ■.. ■.!■ 2ND FLOOR APARTMENT AAREA 321.9 aq R tN 7 ■ ■ ■ ■ ■ . . .■ ■■■■ ■• ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■■■ ■■ ■ r TW2646 .2646 TW,648 '�[' Q1 NEW WOOD LANDING � a � &STAIRS& RAILINGS AS '~ PER CODE rrl U 1 ST FLOOR WORK TO BE COMPLETED: kn F� 22'_11" REPLACE WITH NEW: W/ 1.ALL INTERIOR DOORS,REPLACE WINDOWS AS INDICATED b roc ° ON PLANS 6'-10"t 22'-111t L 0 N 2.INTERIOR GYPSUM BOARD AS REQUIRED. 29'-9"t 2ND FLOOR PLAN 3.INTERIOR GYPSUM BOARD CEILINGS AS REQUIRED. 'n �o 4.FIBERGLASS INSULATION WERE EXISTING IS DISTURBED. SCALE:1/4"=V-0" 5.REFINISH HARDWOOD FLOORS OR REPLACE AS NECESSARY U ALL WORK SHALL CONFORM TO; 6.PROVIDE ANEW COMPLETE KITCHEN REMODEL. 1ST FLOOR PLAN NEW APPLIANCES LIGHTING,FLOOR,HARDWARE,ETC. KEY 2020 NYS RESIDENTIAL CODE INSPECT ELECTRIC AND PLUMBINGAND REPLACE SCALE:1/4"=V-0" S Smoke Detector AS NECESSARY. EXISTING WALLS Carbon Monoxide Detector APPENDIX co Refer to DWG 1 General Notes SECTION AJ301.4 -ALTERATIONS-LEVEL 1 6.PROVIDE ANEW COMPLETE BATHROOM REMODEL. NEW WALLS FIRE BLOCKING SHALL BE INSTALLED SECTION AJ301.5 -ALTERATIONS-LEVEL 2 NEW FIXTURES LIGHTING,FLOORING,HARDWARE,ETC. ■ ■ ■■ ` IN ACCORDANCE WITH R302.11 In accordance with Section 915 of the a� INSPECT ELECTRIC AND REPLACE ■ ■ ■ ■ ! WALLS TOBEREMOVED PERR302.1 'MRU1.2 DD2.12.1 OPPING code ofC,R314,R315oftheResidential SECTION AJ401 -REPAIRS PERR302.12THRU R302.12.1 coda of NYS AS NECESSARY. GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State, the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER SPACING AND Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 LOCATION Fuel gas code; Existing building code; Property maintenance code. ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT, until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics i attics served with fixed stair 30 10 4-8d BOX Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH OR EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-1Cd BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. without dishwasher and food Waste disposer) 1-1/2 Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL SEE TABLE R802.5.2 FACE NAIL dimensions, existing or new and be responsible for field fit. p ) RAFTER HEEL JOINT 18. Install joist hangers at all flush structural load bearing Conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d BOX 3" OR 1 g 9 Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 29 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory -1/4 Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) I OF EACH RAFTER OR TRUSS >_ Electrical certificates are to be provided the electrical contractor. Stairs 40 20 Z 20. All window and door headers to be 2-2xl0 unless noted otherwise. Flow rate: 7 4-16d OR ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 Roof 20 20 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX OR 2-16d COMMON END NAIL Q be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING --� More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION I O 16d COMMON TABLE R401.4.1 subscript b: Where the building official determines that in place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/1So STUD TO STUD AND ABUTTING STUDS AT 16d BOX 9 16"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") i i d walls partitions H/180 ri teor was an basement and cellars and not less than 3 feet from the bathroom door containing a In 16d COMMON W 3-1/2 10 BUILT-UP HEADER "x 0.162") 16"O.C. FACE NAIL ALONG EDGES I _ O 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors ( V L/360 OR BOX(2-1/2"X0.113") an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, the smoke detections stem of the ENTIRE residence must be brought u to code, All other structural memebers OR 4-8d COMMON garage P P P Y 9 P DWELLING- GARAGE SEPARATION L/240 Z Cn All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 2 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.182) 16"O.C.FACE NAIL W R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 0 the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH - 0 EQUIVALENT TO THE GARAGE SIDE I EACH SIDE OF END JOINT) Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 required reinforcement shall be in accordance with Table R404.1.2 1 thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 12"O.C. FACE NAIL ' ' ' q ( ) p FROM HABITABLE ROOMS ABOVE THE GARAGE 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL � O R404.1.2(9). BOARD L=span length,H=span height All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL ct located at the centerline of the wall determined from)tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 3-16d BOX Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL J _ to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Q End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d Box 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d Box Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE To EACH STUD AND PLATE 2-8d COMMON FACE NAIL Ll- LO wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. LO NUMBER OF 16D COMMON NAILS 4-8d BOX 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-Sd COMMON PER JOIST-TOE NAIL 7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All 26, Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 16"O.C. 5 8 10 13 Lo Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16'O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood Structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX EACH END Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON ° E•0 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 0 r o Fastener Panel Span Panel Span Panel Span 4-16d BOX 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL rn ° E'5 o o.C) CD p y P Type Less than or less than or less than or 3 16d COMMON w � E °; L a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. yp 9: 12 16"O.C. 4 4 5 -c cn "� °o P P o noo 0c0c ,n or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON 2 2•� ° � 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACCE NAIL c c Z Q7 ° 0 � m m b. Use Copper flashing Only against ACQ Lumber Sill Plates 12: 12 i s"O.C. 3 3 4 4 4-1od Box - o �, o o ° _ Co C, PP 9 Y 9 27. Flame Spread Index: R302.9 Z-Z s. r o c.) All Structural connectors i.e. Simpson strong-Tia or USP, etc wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw 4-10d BOX ' o `o a m E `o shall be Hot-Dipped Galvanized or Stainless Steel. 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST E o o - ° °�- 0 ° PP Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a °Y 0.2 0 E Y° < on center on center on center N E y >a = a-� ° &attics shall have a flame spread index_25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 1od Box 2a"O.C.FACE NAIL TO TOP&BOTTOM °s y•� 3 L c c 0 C 3 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS -0- ° � ° ° g STAGGERED ON OPPOSITE SIDES "- o 0 0 o s 0 a c installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ° a� Framing connectors,Allowable Hole diagrams,specifications, etc, wall and ceiling finishes having a smoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL M•`•G.@ N W Q` `o E No 10 Wood screw 3-16d COMMON L � 3-- "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 12 inches 9 inches H C / H r HEEL JOINTAJDUSTMENT FACTOR a n _ ° ° c ° `o "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 16 inches _ o w o g p p 2-10d BOX(3") OR "Anthony Power Beams Design Stress; p p 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOE NAIL r ° E=2.1, Fb= 3000 psi, Fv=300 psi 1 / 3 1.5 2-8d COMMON(2-1/2P') ` _._ LI m E 5 0 ° ,n 28. SWIMMING POOLS. Shall conform to Section R326 lenght w o-_. <N M 0 o 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, 0c o f 0 o ° E 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND a �° 0- ° E a.E o a each sleeping rooms in basement, habitable attics, and every sleeping room 29, SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 PARTICLE BOARD WALL SHEATHING TO FRAMING shall have at least ONE operable emergency escapee opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet, b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP z Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. BUILIDNG ELEMENTS I OF FASTENER PANEL EDGES INTERMEDIATE ROOF SI ALL LNG Q p gSUPPORTS GABLE END WALL FRAMING this section shall be posted near the electrical panel or water heater b the builder. TABLE 802.11 W opening of 5 square feet. p Y RAFTER UPLIFT CONNECTION FROM WIND sd COMMON(SUBFLOOR,WALL ~ � � B. Minimum net Clear opening height shall be 24 inches. c.Anchors shall penetrate through the exterior wall covering with an embedment length of 3/8"- 1/2" ) " U) I- C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than 30 8d COMMON(ROOF) 6" SEE NOTE A 6 W 0 W D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric", 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 19/32"-1" 8d COMMON 6" SEE NOTE A 6" J Z Z J O from the inside of the room without use of keys or tools. SPACING SPAN d.Where screws are attached to masonry or masonrylstucco,they shall be attached FEET � WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration resistant anchors having a minimum ultimate withdrawal)capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED J Z Q r P opening P sleeping 130 140 32 1- -1-1/4 10d COMMON NAILS 6 12 Q an emergencyesca e o enin shall be provided for EACH slee In room. LLI 0 (C3 Emergency escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W U W E -0 1/2"STRUCTURAL CELLULOSIC It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 a 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" (, Z I- 12 :-, W EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ILL a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL W 0- stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING 7" 7" a 0 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each ANSI/DASMA 115. Areas within hurricane prone regions: (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 35 518" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7 7" � Handrail Height measured above stair tread nosing,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight ••- 6" DIAMETER -► I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail. see code for exceptions. Refer to Code for grip size specifications. cover the glazed openings with attachment hardware provided in the table below. WALL�...� is"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD MIN.WOOD NAIL SIPACING Label all panels and store in a clean dry area of the house. STUD .°" CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL , , "III", "IV", OR"V" Attachments shall be provided in accordance with the table as follows; THICKNESS SPACING EDGES FIELD 0 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" F is"O.C. 42 535 499 664 622 PANEL SPAN RATING LLI above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have Top rails and Balusters and Bottom rails that are 7 16"O.C. 48 599 559 745 697 6d COMMON NAIL REFLECTIVE RED (2.5"X 0113") 16' O.C. 6" 12 1.50 INCH 2410 7/16"OR 1/2" „ N O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 o Z by the riser, tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAIL N (A DESIGN CRITERIA (2.5"X0131") 1.75 IN 24/16 7116"OR 1/2" 16" O.C. 6" 12" Q are permitted to be of such a size that a 6 inch sphere cannot pass through. TABLE 507,9.1.3 1 Open sides of stairs with a total rise of more than 30 inches above the floor or l ( ) grade below shall have guards not less than 34 inches in height measured DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 "� J vertically from the nosing of the treads. REFLECTIVE Wind speed: 140 E > Q WHITE FIELD No Of stories: 2 JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS Q LU C) 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window ' -- CONNECTION GYPSUM BOARD APPLICATION SIZE OF NAILS p P Mean Roof Ht: 30 ft ORIENTATION TO MEMBERS ; �� DETAIL <6' 6'1"TO 8 8'1'TO 10' 10'1'TO 12' THICKNESS TO WOOD FRAMING opening is located LESS than 24 inches above the finished floor and GREATER 7/16 min. structural plywood Roof pitch: per plan FRAMING SPACING NAILS scREws than 72 inches above the finished grade or other surface below on the exterior - j Panel Attached to 1!2"DIA.LAG SCREW 30" 23" 18" 15" CEILING EITHER DIRECTION 1s"O.C. " 5d COOLER NAILS of the building,the window must be provided with a window opening control device Bldg Length per plan & 112"MAX. SHEATHING 1/2" 7 12 DESIGNATION FOR STRUCTURAL WALL EITHER DIRECTION 16"O.C. 8" 16" that compiles with R312.2.2 Window Opening Control Devices. „ Frame In accordance Bld Width Per lan COMPONENTS THAT ARE OF 1/2 g p 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 bid as ect ratio: 3:1 &1/2"MAX. SHEATHING 36" 36" 34" 29" 518„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS F� 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE g p WALL EITHER DIRECTION 16"O.C. 7" 12" accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code Nailing Sched: Table R602.3(1) GIRDERS AND BEAMS of New York State 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7i8'LONG 6d COATED NAILS OR installed per R302.12 thru R302.12.1 „ GARAGE CEILING 16"O.C. 6" 6„ EQUIVALANT DRYWALL SCREWS. 5/8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH "R" ROOF FRAMING 1/2"DIA.LAG SCREW 13" 11" 10" HABITABLE ROOMS IRC SECTIION R702.3.5.1 Fireblocking materials R302.11.1 shall be as follows: & 1/2"MAX.SHEATHING 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING 2. 112"gypsum board I I I U1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. UNDER SECTION 6020F THE BCNYS WINDOW UNIT & 1/2"MAX.SHEATHING 24" 21" 19" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) UL 263,for the specific applications U a Applicant shall provide engineered wood placard on or adjacent to electrical meter box for field inspection. ^ v Z �? TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL H OF FOUNDATION MATERIALS Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL > M Q�) CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Refer to General Notes for Panel F•I••( 'O O Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 OC Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. E ;� Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection Sand, silty sand, clayey sand,silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 psf Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2l/1 � '` ) r jl, Ca (CL, ML, MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM a.When soil tests are required by Section R401.4, Fr. the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL •, SNOW MpH WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD ( ) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP _ e L ' are likely to be present at the site, the allowable bearing capacity shall be ZONE . C1Jd� Q determined by a soils investigation. 20 LBS 140 NO NO NO B SEVERE V-0" To HEAVY E 11 YES NO 1500 or less 52.1 y JUL 3 P 2023 N�.. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. - 0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. '�T'SC Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS - y Simpson 1-1/4" galy. x 20 gage H2A Stud Connector o Rafter a 1 p COI( Stra with 5 8d common( )` Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4"to 15-1/4" at each Rafter. With TOP PLATES TOP PLATES Typical Metal r WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter Strapping Openings iv braced wall panels (2) Bd x 1-1/2" nails in plate PROVIDE@STRUCTURAL RIDGES Horizontally attached (5) 8d x 1-1/2" nails in Stud STUD BORED HOLE MAX. STUD Each Rafter on Each side plywood sheathing BORED HOLE MAX. DIAMETER 60% of Ridge to have a shall have Solid Blocking (PERCENT)OF STUD g @ all Plywood Joints DIAMETER 40% p g (PERCENT)OF i DEPTH i Simpson LSU skewable hanger STUD DEPTH SIMPSON H2A 5/8"MIN. 5/8"MIN. 5/8"MIN /8"MIN. Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil TO EDGEV TO EDGE TO EDGE TO EDGE rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails NOTCH MUST NOTNOTCH MUST NOTplate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate EXCEED 25% EXCEED 40% 0 in each end. catch jack studs (PERCENT)OF (PERCENT)OF along length of braced wall (5) 8d x 1-1/2" nails in Stud J STUD DEPTHSTUD DEPTH 0Refer ,Comer plans nspanel. an win ow or door Header. ° >,,,odes bons Typical each side and ALL BORED HOLES SHALL °if r quir OnS NETWEEN NOT BE LOCATED IN z if required r windows and doors. BORED HOLES SHALLNT)AND THE SAME CROSS NT)OFBLOCKING BETWEEN RAFTERS a BRACED WALL PANELS NOT BE LOCATED IN THENTHE SAME SECTION OF THE CUT SS STUD MUST BE DOUBLE Q RIM JOIST SECTION OF THECUT NO MORE THAN TWO OR NOTCH IN STUD Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & OR NOTCH IN STUD SUCCESSIVE STUDS .J JACK STUDS TO HEADER TIE ARE DOUBLED O See details on AND SO BORED RAFTER TO RIDGE STRAP R802.3 this page. NTS TYPICAL ELEVATION FIGURE R602.6(1) IN LIEU OF RIDGE STRAPS NOTE; 8d COMMON NAILS ARE NOTCHING AND L WALL TO HEADER STRAPPING NOTCHING AND FIGURE R602.6(2) PROVIDE MIN.2X4 COLLAR TIES @ 48" O.C. (- N.T.S. BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR LOCATED IN THE UPPER THIRD W Z) 2-1/2 LONG WALLS AND BEARING WALLS NON-BEARING WALLS OF THE ATTIC SPACE AND ATTACHED O TO THE RAFTERS WITH 4-8D NAILS v EACH END z U) W 2X P.T. LEDGER; MUST BE ONE SIZE Q GREATER THAN DECK JOIST AND TREATED WOOD — Q CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC (n ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I OMPOSITE RAILING W < PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING O ALL THRESHOLD CAREFUL L I TOP AND BOTTOM RAIL FLASHED&CAULKED TO see Schedule on DWG-1 AT 6"OCC. AND COLUMN COVER AND POST TO HEADER CONNECTOR CUT tip of lag screw shall fully extend beyond I I ry PREVENT WATER INTRUSION the inside face of the band joist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS ATTACHED PER I I FOR CODE SIMPSON ABU POST I,r LENGTH 4"TREATED POST EXTERIOR OR 12 Min z GALV.DECK HANGER MANUF.SPECIFICATION SIDE CONCRETE BRACKET BEARING WALL J SIMPSON LUS26 @ 2X6 I � SIDE COVER 2"MINIMUM X 4 TREATED POSTS Q SIMPSON LUS28 @ 2X8 LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS cc SIMPSON LUS28 @ 2X10 AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL NOTCH GREATER < G SPECIFICATIONS. CONNECTOR SCREW THAN 50% CLEAR 2X LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ GRADE (PERCENT)OF LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS:HIGH-STRENGTH PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE S O iv= — METAL TIE FASTENED ACROSS AND SIMPSON DTT1Z Wl(6)SD#9 x 1-1/2"SCREWS O USE WITH THREADED ROD TO THE PLATE AT EACH OF THE �� 2x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal Lo Cl) ALLOWABLE LOAD PER TIE:840 LBS 3 1OD THREADED NAILS OR WEDGE-ALL WEDGE ANCHOR NOTCH WITH 8-10D NAILS EACH SIDE NOT LESS THAN 4 LOCATIONS SPACED EQUALLY ( ) Coil Strap 20 Gage LO (3)#10 X 3"wooD scREws 12" Min (5) 8�d common nails . � AND TWO WITHIN 24"OF EACH END OF DECK ' M 14"DIA.CAST-IN-PLACE 3 TOP PLATES in EACH END at R507.6.2 SIMPSON H2.5AT OR FOOTINGS IN S MUST CONCRETE FOOTING,DOWN IPE EACH Stud. BLOCKING EACH JOIST TO VIRGIN SOIL N SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SOS SCREWS OVER BEAM (MIN 36"BELOW GRADE) „ E.2 SIMPSON BC UNDISTURBED ALLOWABLE LOAD PER TIE: 1,825 LBS o PER R507,3 FOR DECK FOOTINGS 8d @ 6 oc Along MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL PENTRATION OF EACH END OF DECK: Y.E E m D o E L JOIST CONNECTOR Braced Wall Panel m o) m aa) rn o 0 o m FIGURER602.10.8(1) � � �,o � � �C° � MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING FIGURE R602.6.1 � U 3/8"DIA.LAG SCREW PREDRILLED ° a m TO CENTER OF TOP PLATE,STUD CONNECTION (@ PORCHES & DECKS NTS TOP PLATE FRAMING TO WALL TO WALL STRAP - ° ' o, 2 C U -0 C C ` Q)=L O R507 EXTERIOR DECKS OR HEADER SIMPSON ABU(INSTALLED IN ACCORDANCE ACCOMMADATE PIPING NTS .a ° V e 0 N s LEDGER BOARD ATTACHMENT TO BAND JOIST DECK / GIRDER & RAILING DETAIL WITH SIMPSON SPECIFICATIONS AND DRAWINGS. a U Y MY o WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 0)r y ° 3 L =-E 4,3 0 3 NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS o o a G EL u co y 0 w C U) � rocc � ry� `o, `o•E CL L C- 0 c- U D= O C O C O C N h•� O O CoN C _ E N U C n Z f0 N '0-•• C L7` V L M'O C V C G) C O.E m N'O p U w STAGGERED �� � HcoEno`on SEE TABLE 507.2 Z FASTENERS iv IN 2 ROWS 1 HOUR RATED PARTITION WALL @ @ @ O 5.5"MIN FOR 2X8 5"MAX 7.5"MIN FOR 2X12 v)6.5"MIN FOR 2Xi0 System Performance @ @ o Qo z z (� 5/8"Type X 1 HR Fire Rated _ J Gypsum UL U305 2"MIN — Board LEDGER BOARD LAG SCREW oR THRU-BOLT 3l4"MIN O One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right _ W <>_PARTITION angles to each side of 2 x 4 or 2 x 6 wood studs 16" o.c. 0 (� 1 HOUR RATED with 1-1/4" Type W drywall screws 12" o.c. Joints staggered 16" on opposite sides. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS PER FIGURE R507.9.1.3 (1) Wall assemblies need not extend through attic spaces where the ceiling is *DISTANCE CAN BE REDUCED TO 4.5" protected by not less than 5/8-inch Type X gypsum board, IF LAG SCREWS ARE USED OR BOLT an attic draft stop constructed as specified in Section R302.12.1 is provided above 'SPACING IS REDUCED To THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS and along the wall assembly separating the dwellings and the structural framing supporting TO 2X8 BAND JOISTS(1/2"STACKED the ceiling is protected by not less than 1/2-inch (12.7 mm) gypsum board or equivalent. WASHERS NOT PERMITTED) 0 N 0 CD z N (n � W J U) W 1 HOUR RATED FLOOR / CEILING w U U) Base Layer: 5/8" (15.9 mm) Tou hRocl<0 Fireguard X& Products or 5/8" (15.9 mm) DensArmor Plus Fire uard� sum panels applied at right angles to 2" x 10" wood joists 24" y g g �� �� g gyp P pp , g g J (610 mm) o.c. with 1-1/4 (32 mm) drywall screws 24 (610 mm) o.c. Face Layer: 5/$ (15.9 mm) ToughRockC Fireguard P Products or 5/8 (15.9 mm) DensArmor Plus Fireguard gypsum panels applied perpendicular to joists through base layer with 1-7/8" (48 mm) Type W or S screws 12" (305 mm) o.c. at joints and intermediate joists. Face layer joints offset 24" (610 mm) from base layer joints, 1-1/2" (38 mm) Type G drywall screws placed 2" (51 mm) back on either side of face layer end joints 12" (305 mm) o.c. Wood joist supporting 1/2" (12.7 mm) plywood with exterior glue applied perpendicular to top of joists with 8d nails. Ceiling provides one-hour fire resistance protection for framing, including trusses. ct U Approved for Assembly: U O DensArmor Plus' Fireguard C@ Products DensArmor PlusT` Fireguards-% Products 1O DensElementr, Barrier Sheathing x N Hourly Rating: 1-hour g ® � -o Q STC Rating: DensGlassfl Fireguards' Sheathing s J H/0, onFire Test Reference: GA FC 5529 DensShield� Fireguard J Tile Backer 2 �' �` Sound Test Reference: ToughRocV`, Fireguard CO Products ToughRocO Fireguard X0 Mold-Guard'�� Products `� .� . 4,,iCl ToughRock Fireguard X Products ToughRocksP, Lite-Weight Fire-Rated Products J 12 12 O 2.8 E :- 2.8 T 12 12 U) L - J M 12 oo W 6 �12 LJ_ O/ \J5 LL TOP OF PLATE — _ — }- J Z LH -7-771 LO LID r` O LO NEW WOOD DECK TO TOP OF SUBFLOOR — _ REPLACE EXISTING TOP OF FOUNDATION0.2 C N WIN lII 1I IIIIII IIII I1II µ III1II wo YcdE LsmN coy7 ° UNo ° _ °Bottom of deck o 0 0; °pier Footing ma2c `o 36"below nREAR ELEVATION WINDOW WELL L J L J L J -Dr� 0 3 Grade Minimum o ar TYPICAL n ° U�SCALE: 1 /4" = 1 -0" RIGHT ELEVATION -0 ° ° E2o@� �SCALE: 1/4" = 1 '_011 _ E20 ° Y'3�F ' cL I I I I I c aE m ma CD o L, rl - - - - - - - - -r l — - - - - - - - - - - - - - - - - - --L 1- - 1 -1 TOP OF FOOTING - — - — - - - rl - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 1 1 r o c L c L- - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - 1- - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 12 12 2.8 L:::� 2.8 1z -L4 1 12 1 EXISTING DORMER 12 12 1. 6 12 12 12 5 _ — TOP OF PLATE N O - — N Z N t'A .� ❑ M Q a �_ _W No J Cl) N W � > m J 0- W U _ Q IY c� U) I M � TOP OF SUBFLOOR 4 TOP OF FOUNDATION M� - -�LLL - -- - - - - - - - - - - - - fie/ 1 I �I w REGRADE SO NEW REPLACEMENT KITCHEN 1 WINDOWS ARE EXPOSED 0 0 rl— - - - - - - - - - IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - '� - - - - - - - TOP OF FOOTING L - - - - - - - - - - --L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J - - - - - - - - - - FRONT ELEVATION ;.,� e AI�, LEFT ELEVATION '� — 1 ' J �'�� fi�' .O— SCALE: 1 /4 — -0 SCALE: 1 /4 — V-011 _ s a,�` 01 ;©t Q 27'-5"± VENTS: 1 I , P3103.1 ROOF EXTENSION 1 OPEN VENT PIPES SHALL ' EXTEND MINIMUM 6"ABOVE ' •-------------------------------------------- THE ROOF OR 6"ABOVE THE ' z I I I 1 ANTICIPATED SNOW ACCUMULATION. ' ' ❑ ' I I O I 1 I I I I P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR ; HWH EXISTING JL 4" VTR JL 4" VTR ROOF OR LESS.DESIGNTEMP IS 0 TENSIONT ROUEGG ❑ UNFINISHED ; `------------------ J A ROOF OR WALL SHALL NOT BE LESS CELLAR O THAN 3"IN DIAMETER. ANY INCREASE i i NOT PART OF IN SIZE OF THE VENT SHALL BE MADE ' EITHER APARTMENT NOT LESS THAN 1 FOOT INSIDE THE ; :DIRECT VENT �— THERMAL ENVELOPE OF THE BUILDING. i BOILER ; I 1 I I I 1 W 1 1 I I 211 1 z (n WI 1 " -------------- 1 d •-----------------' N Q .. I 1 1 1/2'. 1 1/2"; 1 1/2"; ----------------------- - _ 0 v, , 1 ' W1 1 211 1 1 OIL 1 I 1 I I BURNER 1 I 91_1"± 1 1LJ I 2 ND FL. HWH I 1 I I I I 1 7 I I I 1 _J L 3" 21' ; ; ■ ; ; 14'DECK FOOTING _ SEE DETAIL ON DWG-2 C FOOTING SIZE PER TABLE G C 211 I R507.3.1 FOR DECKS Q G^_ 1 I I 1 1 I 1 I 1 1 1 \ I ' 1 •-_-- - ; I " 1 - I I I III / 211 777 11 , 11 1 11 1 1 11 11 1 11 -7 ± ' 2x8'�� III I 1 1/2 , 1 1/2 , 1 1/2 ; ,1 1/2 3 1 1/2'; 1 1/2"; 1 1/2"; EXISTING EXTERIIOR WALLS: R 21 I LO DW �� �-- Lf 1 1 ' , „ JOISTS @ 16"oc 211 ; I 3-0 _ 1 in c '1r-11�1'n1I 1 1 ' I In 1 I N� �iItII�I i i +-• o'�c' N EO N pa �1ST FL. �� CO)LJ I N3" ------I- L E NEW KITCHEN 2X8 DECK LEDGER 21 1 3 2 omC I FLOOR FINISH, D . ONDWG2 CEILING AND WALLS, APPLIANCES, ------- 00Nno12 :Q 2- o FOR A COMPLETE RENOVATION, i ------1- i N "I 2 °� `� �"°' vi M.°� Y PLUMBING,LIGHTING AND CABINETRY. ' +] ' I r- U c o c ai " I I 211 I ° NEW ------- ---3-4" _ , IIII - _ KITCHEN ------- I III; ° �s 3 c3 ° I 1 I 1 I I JIN O U Q O L D O w 1 1 311 1 , ' 8'-0"CLG HT ------ N - ' III ° ° " a `= N,Um•, L_ 1 ' III N cc Cn C C O ` In / I \ ---' ------;- I DECK LATERAL HOLDOWNS c Z_ w o `0 1 1 O SIMX ONDS2 - - 1 1/2" ; 1 1/2" ; 1 1/2" ' N _____ _--_-J SIMPSON DTT2Z W/(8) s U rn o _ N ;11/2" 311 ---- L� � ��oa DW ; ; i O i -- UP iii� WITHIN 24"OF EACH END .�c� q N Co i m o �m SEE DETAILS ON DWG-2 N m -- It U o c �ry� C 0 0� 7 L C 1 1 N 1 Z I _ 4J c O- CO G7-O N O U... 1 1 2 I .� I NEW WOOD STAIR& O ; ,-----------------------', 1TI!„ �. I— U In m sT P cc E n.5`o a w ; RAILING S W PER 2020 NYS CODE Z BASEMENT I W zw ' f I I 311 „ w z 2 z¢ ' UP 2R ' ' �-- 4" FAI ; ; o RENOVATE EXISTING BATHROOM EXIST.CONC m O NEW FLOOR FINISH,NEW GYP BID I 3" v CEILING AND WALLS,NEW FIXTURES FAN STEPS PLUMBING,LIGHTING AND CABINETRY. ; v 1 , CO CO X z FORA COMPLETE BATHROOM RENOVATION. I +I iv ; L.^ 1_ LU ;0W`;' CID I 411 1()Q V' , 9 1 , =z •--------------------r EX TI DINING RM r �t To a New Suffolk Count }z° BAT 9 0"CLG HT y Approved Sanitary System PLUMBING RISER DIAGRAM jl Npp ------------- -r 1 1 Not to Scale (STING 61_211 REV;7/11/23 ' Su +I Q ' IN EEXIST:ING4XII0 FLUSH I I 1 I W I EXISTING EXTERIIOR WALLS: R-21 I I CO) I I •--------------r • I— N O MINIMUM 1-HOUR ; ; C) Z FIRE SEPARATION +I I N U) ---------------------r BETWEEN UNITS ; C) M Q ' FLOORS,WALLS CD N LU &CEILING cV i J N N J 1 rY � (OT_- Q 20'-3"+ a U Q N i� U) 1 I 1 I I EXISTING CONCRETE y ; 1 LIVING RM STEPS 2 2� CODE COMPLIANCE STATEMENTS: 10'-0"CLG HT CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: i o 1. The windows selected for this project shall meet ALTERATIONS-LEVEL 2 AJ8 ADDITIONS the egress requirements of R310. STRUCTURAL NOTE: STRUCTURAL NOTE: 2. All windows shall meet Section R308 Glazing and ALL STRUCTURAL WORK SHALL UJ ALL STRUCTURAL WORK SHALL ; 2 2x8 X R308.4 Hazardous locations. COMPLY WITH NYS COMPLY WITH NYS ------------- ------------------------------- w____--_' SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J ' 3. Windows were required shall meet the Window Fall SECTIONAJ605 SECTIONAJ803 protection requirement R312.2. MECHANICAL SYSTEMS: 4. Bathroom windows shall meet the hazardous THE MECHANICAL SYSTEMS SHALL MECHANICAL SYSTEMS: 1 BE INSTALLED IN ACCORDANCE WITH THE MECHANICAL SYSTEMS SHALL glazing requirements as per R308.4 THE NYS SUPPLEMENT APPENDIX J BE INSTALLED IN ACCORDANCE WITH THE NYS SUPPLEMENT APPENDIX J 5. Stairs, landings, railings & guards shall comply AJ606 AJ804 with R311 & R312 6. Outside lighting shall comply with RE 3803. PLUMBING NOTES: PLUMBING NOTES: g g p y 3 ALL PLUMBING SYSTEMS SHALL BE ALL PLUMBING SYSTEMS SHALL BE 7. Stairway illumination shall comply with R303.67 INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH I " 1 " DD THE NYS SUPPLEMENT APPENDIX J .� and R303.8 THE NYS SUPPLEMENT APPENDIX J 6-10 ± 22-11 ± ,� •� N .� 8. Fireblocking shall comply with R302.11 thru R302.11.2 SECTION AJ607 SECTIONAJ805 U 9. Draftsto in shall conform to R302.12 thru R302.12.1 ELECTRICAL NOTE: ELECTRICAL NOTE: 29'-9"± ® O M 10. Flame spread ead and smoke-developed index for walls CZ ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES - � 94 p p AND WIRING SHALL BE INSTALLED AND WIRING SHALL BE INSTALLED O AR and ceilings shall compy with R302.9 thru R302.9.4 IN ACCORDANCE MENT WITH NYSX J IN ACCORDANCE WITH NYS BASEMENT PLAN - Cti� 'Q 11. Flames read and smoke-developed index for p p SECTION AJ608 SUPPLEMENT APPENDIX J '� � H��ci insulation shall compy with R302.10 thru R302.10.5 SECTION AJ806 SCALE: 1/4" = V-0" rZ �� FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE; - 11. Recessed lighting fixtures rated for O Smoke Detector KEY ALL SMOKE ALARMS,CARBON I ALL SMOKE ALARMS,CARBON membrane penetration shall meet ASTM E119 MONOXIDE ALARMS OR MONOXIDE ALARMS OR Carbon Monoxide Detector and Fire Stopping as per ASTM E814 or UL 1479 AUTOMATIC SPRINKLERS SYTEMS AUTOMATIC SPRINKLERS SYTEMS Co Refer to DWG-1 General Notes r -1 EXISTING WALLS �- SHALL BE IN ACCORDANCE WITH NYS .. t ,7 p1y0� Cj� 12. Exterior Decks shall comply with R507. SUPPLEMENT APPENDIX J SUPPLEMENT APPENDIX J SHALL BE IN ACCORDANCE WITH NYS In accordance with Section 915 of the NEW WALLS ��T SECTION AJ604 SECTION AJ802 2020 1 FC, R314, R315 of the Residential OF><y�� code of NYS WALLS TO BE REMOVED " 27'-5"± 9'-011± R302.3 Two-Family Dwellings R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effectiive fire barrier _ _ Tw2o32 _ Tw2032T,G. Dwelling units in two-family dwellings shall be separated from each other by wall between stories, and between a top story and the roof space, Fireblocking shall and floor assemblies having not less than a 1-hour fire-resistance rating where tested be provided in wood-frame construction in the following locations. 9-6/Z + in accordance with ASTM E119, UL 263 or Section 703.3 of the Building Code of New York State. Z Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against 1. In concealed spaces of stud was and partitions, including furred spaces and the exterior wall, and wall assemblies shall extend from the foundation to the underside parallel rows of studs or staggered studs; as follows: N � B HROOM (� of the roof sheathing. 1.1. Vertically at the ceiling and floor levels. +1 +1 r ,JExceptions: 1.2. Horizontally at intervals not exceeding 10 feet. BEDROOM #1 � _ 1. A fire-resistance rating of 1/2 hour shall be permitted in buildings equipped throughout with 2.At all interconnections between concealed vertical and horizontal O (- spaces such as occur at soffits, drop ceilings and cove ceilings. N W an automatic sprinkler system installed in accordance with NFPA 13. M V O 3. In concealed spaces between stair stringers at the top and bottom of the run. -N 2'-0" 2. Wall assemblies need not extend through attic spaces where the ceiling is Enclosed spaces under stairs shall comply with Section R302.7 2-2x8 M _ Z Cn protected by not less than 5/8-inch Type X gypsum board, 4'-0"± W an attic draft stop constructed as specified in Section R302.12.1 +s-provided above 4.At openings around vents, pipes, ducts, cables and wires at ceilling and co 0 floor level, with an approved material to resist the free passage of flame CW135 and alongthe wall assembly separating the dwellings and the structural framing supporting and products of combustion. EGRESS g�_4"+ "+ "+ r) Y p 9 g p _ 3s/z _ 91 _ (� the ceiling is protected by not less than 1/2-inch (12.7 mm) gypsum board or equivalent. 4-6 ± W 5. For the fireblocking of chimneys and fireplaces, see Section R11003.19 NEW O R302.4 Dwelling Unit Rated Penetrations 6. Fireblockingof cornices of a two-family dwelling is required at the line of M Nl BEDROOM #2 CV y g q \ m COMPLETE REPLACEMENT dwelling unit separation. X o ° ` s Penetrations of wall or floor-ceiling assemblies required to be fire-resistance rated in accordance v N X04 OF THE EXISTING �-- J z �., REMOVE N EXISTING WOOD DECK W/ 1 Z c with Section R302.2 or R302.3 shall be protected in accordance with this section. 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral FRAMING,FOOTINGS, W BRICK NEW CONPOISTE DECKING, G wood or glass fiber installed securely in place or 1/2 gypsum board. C7 CHIMENY "� ---------- -- STEPS TO EXISTING GRADE W _¢ w C = I„_ LL L0 w Z \ I I NEW 36X80 O t9 o�0 0 `�' M 2'-0" Z R312.2 WINDOW FALL PROTECTION NOTE: w°� L0 zq� En 0<IN M TOP OF THE WINDOW SILL SHALL m z z N in BE A MINIMUM OF 24"ABOVE THE FINISHED }z 0 w FLOOR AND GREATER THAN 72"ABOVE THE o W w O E.N FINISHED GRADE OR OTHER SURFACES w�x M °o a E BELOW ON THE EXTERIOR SIDE OF THE a a M � g1-411 __DN____ m D, t m m` o n.o= 0.6 BUILDING. SHALL COMPLYAS FOLLOWS: +1 �ac' cxi \ -------- c� ��cc rno U_ G CCU:n in0� N `V -------- O \ C o �i n o a�i m R312.2.2 WINDOW OPENING CONTROL DEVICES: O NEW ________ �, �, N.� Ou n y _ cr = o .0 U d C C t WINDOW OPENING CONTROL DEVICE SHALL M +1 BEDROOM #3 ________ o y 8 COMPLY WITH ASTM F 2000. THE OPENING `t N N �C U .o � �a o c 3 DEVICE AFTER OPERATION TO RELEASE THE NEW WOOD STAIR ----- -- C� l .0 3 = 2 3 o m AND RAILING ________ a o Co ° 6 & -,0'1 CUj DEVICE SHALL ALLOW THE WINDOW 70 FULLY OPEN TO MEET THE CLEAR OPENING +� TO CODE -- - � a C t ui o E AS REQUIRE TO MEET EGRESS R310.2.1 -------- +1 o o o s a -EXISTING 2X6 RAFTERS&CLG JST c y c E N. cl 22'-11" tNo -------- R S "' cU`v z.c� ¢�v�i c m =m o � C L E U Q d O Smoke Detector _ �, E @ m to N'-= Carbon Monoxide Detector -------- 13 cu E a.s co Refer to DWG-1 General Notes M In accordance with Section 915 of the I I 2 zx8 2020 IFC, R314, R315 of the Residential II NTRY O code of NYS to X ` 24"KNEE WALL 3'0"x 3'0" +1 1-HOUR FIRE FIRE I I x II M Z SEPARATION WALL F cli W REFER TO DETAIL ON I Ito a ' " ' " ALL WINDOWS & EXTERIOR DOORS ARE NEW: 8-8/z 5 7 7-5/z M X PAGE2 I I X Cl)M N tD N Plans indicates SUPERSEAL Double X N r 9'-3" 9'-0" 3'-6" Hung Vinyl Window Model Numbers and shall be RENOVATE EXISTING BATHROOM 3,/.� ' ' +1 0 I N I � r i R 9 NEW FLOOR FINISH NEW GYP BD \ In accordance with 60 °o o CEILING AND WALLS,NEW FIXTURES +1 I C9 ir „ „ To be designed & installed as per manufacturers PLUMBING, LIGHTING AND CABINETRY. \ I 0 = 9-0 3 4/z 3-9/ BEDROOM #3 BEDROOM #4 J a specification for 140 ultimate design wind speed FOR ACOMPLETE BATHROOM RENOVATION. 00 W W 5'-0"LINE and Table 301.2(2), 301.2(3) "' i I o -- --- -- W N CLOSET CLOSET Provide HP LOW-E glass; U = .30, SHGC = .30 FAN I I EGRESS: shall meet R 310 ® I I r- M LO 2,-0„ WINDOW FALL PROTECTION: shall meetR312.2 '-1"± '-7" o _ _ Substitutions made upon meeting NYS (Code. N o ! I "� �° z _ \`� EXISTING` See page one, general notes for additional) o Cl) TING N o N Os N s 4 q BEDRM # 2�� S N s code requirements. 210 A RM M 2-0 2 0 t1 W `' "' = X 90 sq ft. "' co X "' 2-zx8 2-2x10 N �" N N N N- --- tl O c3---=-__� N E- 2'-6" 2'-0" -------- N o N .- Q w VFANN ° -------- M co 3'-7" -C�QS-� ¢ N N Z _ LL EXISTING S -------- AREA SCHEDULE; W} __ � o co a C, U BEDRM # 1 � -------- z i? 5-5 ± W N OO -- q 102 sq ft. -------- OQZ __=====ii _J C0 W \� \\\ -------- �w 0 w}a¢o NEW STAIR �J- bbb 1 APARTMENT 1 APARTMENT 2 z U g 0 > U &RAILING +1 --- --- Q of NU) s -------- O Yf- N Y ZZ¢Z � --- --- cV 4 9'/z" 3'-0° 1 ST FLOOR; 715 SQ FT . 1 ST FLOOR; 526 S�Q FT z W o M Z=J z o 22-4."± T/+I WQ}Of N ° -cnJ1-W O V1 5'-0"LINE ____ 2ND FLOOR; 372 SQ FT. 2ND FLOOR; NONE o �o w W U oLL --- --- U. -------- �-�} Qoozo E ISTING -------- o MIN7'-0"✓ r wZ0 �0<Q0 z ___ FINISHED FINISHED 0 Y m 0 z m Q o ----- u =o o J� IVING RM up O 7'-11'/z" -o' M ________ BASEMENT, NONE BASEMENT; 764 SKI FT. cr°�o w w W_j o s STORAGE Q0Yo XzOa LL OfWZM 24"KNEE WALL 24"KNEE WALL v = n 2-2x8 2-2x8 2-2x8 co 3'-0"x T-0" AREA SQ FT IS TAKEN FROM WALLS 5' AND HIGHER r TW2646 TW2646 TW2646 a T_ SMOKE AND CARBON MONOXIDE ALARMS FOR o REPAIRS.ALTERATIONS AND ADDITIONS: ►mt 0 1 ST FLOOR WORK TO BE COMPLETED: In accordance with Appendix J Z o When repair work,alterations,!nterior alterations a+" -- c3 and additions requiring a permit occur, H REPLACE WITH NEW: the dwelling shall be provided with smoke alarms w r M 22-11 and Carbon Monoxide Alarms located as required O 1. ALL INTERIOR DOORS, REPLACE WINDOWS AS INDICATED 6'-10"± 22'-11"± for NEW DWELLINGS and shall be interconnected �,� -� " o -0 ON PLANS and hard wired. N BEDROOM #1; AREA UNDER 7'-0" = 16% 2. INTERIOR GYPSUM BOARD AS REQUIRED. 29'_9"± ;. ==� o �, CZ AREA OVER 7'-0" = 84% 2ND FLOOR PLAN 3. INTERIOR GYPSUM BOARD CEILINGS AS REQUIRED. "QED Ali Ix SCALE: 1/4" = 1'-0" 4. FIBERGLASS INSULATION WERE EXISTING IS DISTURBED. KEY �, ���� u H/G����� v BEDROOM #2; AREA UNDER 7'-0" = 42 % 5. REFINISH HARDWOOD FLOORS OR REPLACE AS NECESSARY AREA OVER 7'-0" = 58 % ALL WORK SHALL CONFORM TO; 6. PROVIDE A NEW COMPLETE KITCHEN REMODEL. £ �� NEW APPLIANCES LIGHTING, FLOOR , HARDWARE, ETC. EXISTING WALLS 1 ST FLOOR PLAN INSPECT ELECTRIC AND PLUMBING AND REPLACE NEW WALLS SCALE: 1/4" = 1'-0" °� yt KEY 2020 NYS RESIDENTIAL CODE MINIMUM 1- HOUR r AS NECESSARY. APPENDIX J _ _ _ = J WALLS TO BE REMOVED FIRE SEPARATION 6. PROVIDE A NEW COMPLETE BATHROOM REMODEL. FIRE BLOCKING SHALL BE INSTALLED AREA BETWEN 5' - 7' FLOORING , SECTION AJ301.4 -ALTERATIONS - LEVEL 1 BETWEEN UNITS OF NEW FIXTURES LIGHTING, FLOORING , HARDWARE, ETC. IN ACCORDANCE WITH R302.11 , SECTION AJ301.5 -ALTERATIONS - LEVEL 2 FLOORS, WALLS THRU R302.11.2 AND DRAFTSTOPPING INSPECT ELECTRIC AND PLUMBING AND REPLACE �...- .w w S HOUR FIRE FIRE PER R302.12 THRU R302.12.1 AREA AT 7' MIN. SECTION AJ401 - REPAIRS AS NECESSARY. SEPARATION WALL & CEILING Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto /up and out of the II structural glued g see lanw/ g p ExteriorFull Thick Insulation lued together MANUFACTURED LIGHT ENCLOSURE ceiling line way for access thin profile structu a p ATTIC INSULATION CONTINUOUS BEAD /Se7,v/sFuill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with OF SEALANT She bfloor Insulation dams behind tub Tub attic hatch - R-val support Non-combustable sealant Base late prevent loose-fill insulation from Typical equal to the Ceiling Double Frame Attic blocking SUBFLOOR GLUED,CAULKED Sealed tom' Air Seal / exterior insulation re ulremen access opening Sealant or �r OR GASKETED TO RIM 1/4 structural sheathing floor Gasket falling through Continuous wall g JOISTIRIM CLOSURE of Sealant or IF41E) adhesive as enclosure liner sealed SEALANT Sealant access adhesive at perimeter and seams. solid blocking 4--1 SILL PLATE INSTALLED r� „�� rigid W OVER 1 min Rigid Weatherstripping Seal stairs Sealant Pre-Fab Fireplace sealed around Panel AdhesiveCasing� „ EXPANDING FOAM SEALANT Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers RSEALANT four edges `Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase attic hatch or foam � (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing z RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (� PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL t7 PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL 1 0 ATTIC HATCH DETAIL TO BAND JOISTS' This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products O It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation Z R•54 Arric St•yir Cover Section N 1109(R503)Alterations ,,, R W 0 N1109.1 (R503.1)General Eave baffle installed r. .., � '� U O GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent to soffit and eave z new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over , W Table R402.4.1.1—Air barrier and insulation installation. conformingwith the provisions of this chapter than the existingbuilding or structure was r_ All design&construction in compliance and built accordingly to the prior to th alteration. p g the top Of the attic insulation 0 2020 Energy Conservation Construction Code of New York State. as per Chapter 11 TYP. ROOF CONST. — Q TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building,building system or portion thereof shall conform to the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the W Q unaltered portions of the existing building or building system to comply with this chapter. 2 X CJ W/ INSULATION ( N O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing &Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS i LL NYS mechanical code, 2020 energy conservation consevation code of NYS. Soffit see General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. [NY] N1109.1.1 (R503.1.1)Building envelope OR HERS RATER I requirements in the building envelope. Building envelope assemblies that are part of the alteration shall comply with '-- Section N1108 (R502)Additions Section N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, Const. Dwgs J Z Exterior thermal envelope contains a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. i��SEALANT Q N1108.1 (R502,1)General Exception: continuous air barrier. The following alterations shall not be required to comply with the requirements ; Additions to an existing building, building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: Breaks or joints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall 'Q sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows installed over existing fenestration. Existing ceiling, wall or floor cavities See Const. Dwgs 11- An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. O L0 Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. I' e installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than 1�3- recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N 1108.1.1 or N1108.1.2. Roof recover. LO each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed ` ' .' L0 maintain an even density for the entire cavity. Batt insulation shall be Addition 1 hall co2. pl Prescriptive compliance during reroofing shall be insulated either above or below the sheathing. Surface-applied Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. window film installed on existing single-pane fenestration assemblies to reduce solar heat gain , installed in the recommended cavity depth. Where an obstruction in g g provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE y the cavity due to services,blocking,bracing or other obstruction NY N1108.1.1.1 R502.1.1.1 Building envelope i; [ ] ( ) g p Alterations which replace less than fifty percent of the luminaires within a space, provided E•- exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply EXTERIOR WALL AIR BARRIER SEALING EXAMPLE a `° y P P P Y that such alterations do not increase the installed interior lighting power, �,o o•� y cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N 1102.3.1 through N1102.3.5. °1 0 ° i2 shall be placed to fill any surface or concealed voids,and at the N1109.1.2 (R503.1.2)Heating and cooling systems 2 �w w E s y o S manufacturers'specified density.Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space, the building New heating, cooling and duct systems that are part of the alteration `o 2 2_r- " o t T installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Section IN1103. LOW DENSITY SPRAY FOAMto C c c Z n ° p P Y ''�i -.-, a� o a� o o a� no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN r ' " 0 . D1 L -_ ° 1 coa) � ° - sta stapling installation tabs. are part of the project, is less than or equal to the Total UA generated for the existing building. Exception:Where ducts from an existing heating and cooling system 1 E•o o S y v°o Y p g Rigid Foam or ACCORDANCE WITH �"� = a , _ 0 E." 0 are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not g t I q 1 >.0 = a o N1108.1.1.2 R502.1.1.2 Heating and cooling systems a °' y ` ` ° f6'� ° ° 3 Insulation that upon installation readily conforms to available space ( ) 9 9 Y be required to be tested in,accordance with Section N1103.3.3. Wood Blocking HERS REPORT .0 3 L ° 3 0 ° New heating,cooling and duct systems that are part of the as backdam ( ? o o shall be installed filling the entire cavity and within the manufacturers' TYP. ROOF CONST. f = � " a� " density recommendation. addition shall comply with Section N1103. N1109.1.3 (R503.1.3)Service hot water systems _ j ; h N °i �' o w New service hot water systems that are part of the alteration ' 1 r a _ Ul _ `� o `0 3 o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Exception: Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment 2 X CJ W/ INSULATION -' ! o=•� o N �` T duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg i- ° 2 = t= E E o a ceiling/soffit shall be aligned with the air barrier. AS PER DRAWINGS "`'* "' L" �` `� 13, to be tested in accordance with Section N1103.3.3 N1109.1.4 R503.1.4 Li htin New li htin s stems that are art of the ) m z:_ `r insulation and an gaps in the air barrier ( )Lighting lighting Y P ° sealed. Y g p alteration shall comply with Section N1104.1. OR HERS RATER ,- L o s o °w N1108.1.1.3(R502.1.1.3)Service hot water systems -- ` M t- ° (n co a- r- M E L.=_o o. New service hot waters stems that are art of the addition shall com I with Section N1103.5. Typ Fascia/ ! j Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at Y p P Y Exception:Alterations that replace less than 50 percent of the } I Soffit see wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that SEALANT N1108.1.1.4 (R502.1.1.4)Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs shall be sealed. New lighting systems that are part of the addition shall comply with Section N1104.1. g g p non-vented j t Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated N1109.2 (R503.2)Change in space conditioning a,;..:n. ,t.,•,i•a.„.1 ,, v plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned space shall be required to be brought into full compliance with this chapter. Typ. Exterior wall •,. 1J '�_ z to late and to of exterior walls shall be resistance of R-3 per inch minimum. yp P P P P sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) installed in substantial contact and continuous alignment with the air Q Q barrier. Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE CO W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0� 0 shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the AREA TO BE EXHAUSTED EXHAUST RATES underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be p shall be covered with a Class I,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM W vapor retarder with overlapping joints N taped. INTERMITTENT OR 20 CFM CONTINUOUS o O Shafts,penetrations Duct shafts,utility penetrations,and flue _ -4+444 WINDOW N Q shafts opening to exterior or I 0 unconditioned space shall be sealed. 24" APPROVED WINDOW W 4" to SPHERE CANNOT (36"IN IBC UNITS) FALL PREVENTION J PASS THROUGH a- L>LI Q DEVICE CONFORM TO Q � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or TABLE M 1505.4.3(1} FINISHED FLOOR compression,or narrow cavities shall be filled by _ R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE CONTINUOUS AIRFLOW RATE FINISHED GRADE insulation that on installation readily Conforms to the TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. REQUIREMENTS BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. NUMBER OF BEDROOMS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbingand Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. Y g (square feet) WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls.There shall be no voids or Airflow In CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � c� r installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE -� � a extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS E PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 E� U OPENINGS CONTROL DEVICESEVICES THAT COMPLY WITH SECTION R312.2.2 v, Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and hubs shall separate them from the showers and insulated. 1,501 — 3,000 45 GO 75 90 105 0 tubs. N1101.14 (R401.3) Certificate (Mandatory) i� `� .-� Ct Electrical/phone The air barrier shall be installed belund electrical or M box on exterior wall communication boxes or air sealed boxes shall be installed. 3,001 — 4,500 60 75 90 105 120 A permanent certificate shall be completed by the builder or other approved party and posted on a wall •v f o in the space where the furnace is located, a utility room or an approved location inside the building, w pQ U o HVAC register HVAC register boots that penetrate building thermal x C Where located on an electrical pane , e certificate shall no cover or obstruct the visibility of the circuit F� C w Wh l td l l l the tifithllt bt h ibili h eD AR f boots envelope shall be sealed toUuesubfloorordrywall• 4501 — 6,000 75 90 105 120 135 directory label, service disconnect label or other required labels. The certificate shall indicate the �5 �� � �F Concealed Whcn required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings roofs walls foundation components o �� °.a`. - sprinklers only be sealed in a manner that is recommended by the 6,001 --. 7,500 90 105 120 135 150 manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; ' be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. > 7,500 105 120 135 150 165 from any required duct system and building envelope air leakage testing performed on the building. 3 Where there is more than one value for each component, the certificate shall indicate the value °'';�" �.,,r3•;yC� �o��` IC = insulation contact. P a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI; 1 square foot = 0.092 m2, 1 cubic foot per minute = O.00�J4719 Ill Is. covering the largest area. The certificate shall indicate the types and efficiencies of heating, Apr cooling and service water heating equipment. Where a gas-fired unvented room heater, -�� electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 9'-011± ---------------- V) z 2'-3"x 3'-0" 2'-3"x 3'-0" M O a' O 00 (� 0 +1 e N +1 0 X KITCHEN DINING -1 x 0 � N ROOM °' N LL � L.L CM -- 2'-6" -- 0 2'-3"x '3'-0' 13'-4"± MMLo BEDROOM #3 �' N '� Lo 0 co X Lo co 4'-6"± '` +1 rn M yc M E N tl f° y -N 1,() Q7 0 O n 0 N .,t0.. C L• L rn-O �O L O a N N I I C U O I O.cs I I O S U N U Y M m N 2 c o m N n`o c 3 u,.03 cccc' 3aCD I Q O 1 0 o CL v L 0�, j 3'-0"± -------- i c m �a� Ni m wL c N _ --- DN -- a� cc rn�oac@ c o I -------- .° o o o ?= a� +I 2 �'� E m E c Ui c O c M BEDROOM #2 _o? _�' �:� r- a 2 ¢ � � � 000 a� cnEm aia �° U L) () T- F- cciu=im07 HmEEL o a 22'-11"± o ------ o 1 tD is tD 2'6" IN +I 24"KNEE WALL 3' cY) -0"x 3'-0" -- '-8'/"-+2 5'-7"± 7'-5'/"± X z co X CN O ti K 2 N +I a tl 7'-51/"± BEDROOM #1 cn W N� — CLOSET H v r- LU co N W EXISTING 0 .1 o N Q BEDRM # 2 +1 N +I U) CDW +I rG) ' +1 o N N N ' co +I +1 z W Q 11 IN N w 2'-6" 2'-0" -------- c' N 04 N 00 N a0 ------- co —� tY N (n (D _CLOS__ N ui EXISTING �s z� BEDRM # 1 -------- +1 F -------- 2'-6"x3'-2„ -- c� 10 CLOSET --- \s/ 15'-2"± ------- :Fl ---- '/2 -_-- • 8'-4 '± in 5'-7"+- 4'-9'/"+- 3'-0"+ � ------ O O ------- N \- -------- +1 LIVING ------- a -------- ROOM ------- U N UP „ KITCHEN Z o [� d L 24"KNEE WALL +1 " .--y N WA L �.24 KNEE � � � ��l 3'-0"x 3'0" M -- -- —-- ----—--- 2'-6"x 3'-7" 2'-6"x 3'-7" 2'-6"x 3'-7" M � 75� t)j) oo rp czct ARC 22'-11"± 6'-1011± 22'-11"± 29'-9" , R . AS - BUILT � � 2ND FLOOR PLAN AS - BUILT 1 ST FLOOR PLAN SCALE: 1/4„ = 1 -0 SCALE: 1/4" = 1'-0" �� 27'-5"± VENTS: I I , P3103.1 ROOF EXTENSION 1 OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE •-------------------------------------------- THE ROOF OR 6"ABOVE THE ' ' ' ' ANTICIPATED SNOW ACCUMULATION. 1 I I 1 1 1 © I I P3103.2 FROST CLOSURE: ' ' HWH EXISTING WHERE THE 97.5%VALUE FOR , , 4" VTR 4" VTR ROOF OUT-SIDE DESIGN TEMP IS O DEG F UNFINISHED —1 JL JL OR LESS.VENT EXTENSION THROUGH A ROOF OR WALL SHALL NOT BE LESS 1 1 CELLAR 1 O THAN 3"IN DIAMETER. ANY INCREASE i i O NOT PART OF IN SIZE OF THE VENT SHALL BE MADE ' ' EITHER APARTMENT -- ---- - -- - - ' NOT LESS THAN 1 FOOT INSIDE THE ; ;DIRECT VENT ; THERMAL ENVELOPE OF THE BUILDING. 1 1 BOILER I W 1 1 211 I 1 1 M W ------------- , O 1 1 1 1 , I I 1 •-----------------' INQ 1 1/2", 1 1/2": 1 1/2"; — �l I W 21' O OIL �/ 1 BURNER 1 I 9'_1"± L.L.. 2 ND FL. ; HWH ; Iol 311 211 ; ; ; 14"DECK FOOTING-J- -- I a 1 I SEE DETAIL ON DWG-2 C Q 2/1 _ i i FOOTING SIZE PER TABLE REV; 11/27/23 1 1 O R507.3.1 FOR DECKS IQ I , 1 W �- - - - - - - - - \ 11 I LO III t o ' „ „ , „ ' „ „ n' EXISTING EXTERIIOR WALLS: R-21 I = 11'-7" ' ' 2x8 DECK ;;; L J 1 1/2 , 1 1/2 , 1 1/2 :1 1/2 3 ; 1 1/2", 1 1/2": 1 1/2 : 1 1 1 ; N REFRIG 3'_O"± : ; JOISTS @ 16"oc f 1 DW 1 1 1ol 2t1 2" 1 1 I I I N 1 , ' _ �I 1 I E'� ' 1 ' , , w\ / I Q = y - -''-- ° FE7 311 El 1ST FL. ".I v a E ---- III �•'I =•- E 1A•p O+•• ' ' 1 1_ I III y L N ° d .c 211 3 2 I o 1 L 1111 � o=� -8 ° _ ' r `�' i 1 , „ 11 NEW KITCHEN ' ' ' 2X8 DECK LEDGER 3" NEW FLOOR FINISH,NEW GYP ; f ------- •----SEE DET. ON DWG 2 - c c•Z n o " S c `9 1 , 1 CEILING AND WALLS, NEW AP IANCES, , _ ------- 1 N iii 1 � c. ° ,on C. °_2 &-0 L o PLUMBING,LIGHTING AND C INETRY. ' ' ' - " -.o = _ � °'5`� __1_ , III w N C O'er O O rn N ` O FOR A COMPLETE RENOVATI N. I � I o � y o 211 Y ; NEW I -- ---�---3�4- -• � ,I1r. � �� �o � Sao� ° -- ---- ' II1 crn °_ 3 LcE 3O3 --_ ----- KITCHEN I HIH� �- a a ° 1 I 11 -----, I , p O V 13 1 1 ' 8'-0"CLG HT ------ N , _ N N.`.- c L m En 0 �` 3 o E DECK LATERAL HOLDOWNS L J-_ c C N.0 o c 15 � Oc:-� a3cmin._. a1 114"X 1-1/2"SIDS - - :1 ' ' 11 : 11 : 11 1 , ___-_-'- SIMPSON DTT2Z W/(8) c °_ II' o - o E 1 ,1 „ 1 '1 1/2 1 1 1/2 , 1 1/2 1 N ' III N z:� a a)In-° _ _ _ DW ,1 1/2 3 i V, - UP _-------� �1rI SEE DETAILS ON DWG2D N E N.o N Q `� u ° °L' 1°n 1 _J I �ry� 1 i 2 NEW WOOD STAIR& ' -'L ' H c°� ai ff H E n o n Lr- 1 1 , 1 ----------------------- i , w ' RAILING S a W= ; O PER 2020 NYS COD co Z BASEMENT �� ' ; W w 1 311 „ W Z ; 1 11+ L 1 4" FAI `J 2 O 0 RENOVATE EXISTING BATHROOM UP 2R EXIST CONIC 1 �/ ' 11 coO NEW FLOOR FINISH,NEW GYP BD , LL 3 }U CEILING AND WALLS, NEW FIXTURES : FAN STEPS Q PLUMBING, LIGHTING AND CABINETRY. ; ® v 1 , ^ CO CO X z FOR A COMPLETE BATHROOM RENOVATION. 1 +i CV ; ; L.L. Z : 14'-4"± 1 I wl„ ' Cn 4" In< ;' o wm� 1 , _I 00 WYz •--------------------r EX TI DINING RM 1 To a New Suffolk Count }Z-1 BAT 9'-0"CLG HT Approved Sanitary System PLUMBING RISER DIAGRAM JAW : 9o01 -------------- I II E QSTING 61-211 Not to Scale REV;7/11/23 Q I I I N 04 CEXISTING FLUSH c ' I 1 , 1 I W .-------------- r M EXISTINGEXTERIIORWALLS: R-21 N O N Z MINIMUM 1-HOUR O ' FIRE SEPARATION \ N N� U) --------------------r j BETWEEN UNITS : ; .� p CM Q FLOORS,WALLS r ' ' `- W O co N 1 &CEILING CV : ; Cl)_ W 1 J (0 r— N Q , 1 1 I V) ' I ' 1 1 ' EXISTING ' CONCRETE STEPS .y LIVING RM ° r CODE COMPLIANCE STATEMENTS: ; 10'-0"CLG HT CLASSIFICATION OF WORK: CLASSIFICATION OF WORK: 1. The windows selected for this project shall meet ALTERATIONS-LEVEL 2 AJ8 ADDITIONS ; ' ' `•�/ the egress requirements of R310. 9 q STRUCTURAL NOTE: STRUCTURAL NOTE; 2. All windows shall meet Section R308 Glazing and ALL STRUCTURAL WORK SHALL ALL STRUCTURAL WORK SHALL : 2 2x8 X R308.4 Hazardous locations. SUPPLEY WITH NYS SUPPLEMENTAPPENDIX J COMPLY WITH NYS -----_--_---r---------- - --- ---------- ----------------- w____-__j SUPPLEMENT APPENDIX J [�] 3. Windows were required shall meet the Wlndow Fall SECTION AJ605 SECTION AJ803 protection requirement R312.2. MECHANICAL SYSTEMS: MECHANICAL SYSTEMS: a 4. Bathroom windows shall meet the hazardous THE MECHANICAL SYSTEMS SHALL THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH glazing requirements as per R308.4 THE NYS SUPPLEMENT APPENDIX J BE INSTALLED IN ACCORDANCE WITH �,.., O THE NYS SUPPLEMENT APPENDIX J r T4 5. Stairs, landings, railings & guards shall comply AJ606 AJ6o4 " Z with R311 & R312 H d o �= PLUMBING NOTES: PLUMBING NOTES: @�ll 6. Outside lighting shall comply with RE 3803.3 ALL PLUMBING SYSTEMS SHALL BE '? M V ALL PLUMBING SYSTEMS SHALL BE M 'n 7. Stairway illumination shall comply with R303.67 INSTALLED IN ACCORDANCE WITH INSTALLED IN ACCORDANCE WITH 1 1 11 ' O and R303.8 THE NYS SUPPLEMENT APPENDIX J THE NYS SUPPLEMENT APPENDIX J 6-10 ± 22-11 ± �° O -6 SECTION AJ607 SECTION AJ805 ,�1�// x ;� N v 8. Fireblocking shall comply with R302.11 thru R302.11.2 W ,� Q 9. Draftstopping shall conform to R302.12 thru R302.12.1 ELECTRICAL NOTE: ELECTRICAL NOTE: 29.9 ± O yC1 � ct ALL ELECTRICAL EQUIPMENT,SERVICES ALL ELECTRICAL EQUIPMENT,SERVICES r�"V"`�"�^ 10. Flame spread and smoke-developed index for walls AND WIRING SHALL BE INSTALLED rD Fi AND WIRING SHALL 8E INSTALLED �F'" �"�G' v SUPPLEMENTAPPENDIXJ and ceilings shall compy with R302.9 thru R302.9.4 IN ACCORDANCE WITH NYS IN ACCORDANCE WITH NYS BASEMENT PLAN g, SUPPLEMENT APPENDIXJI 11. Flame spread and smoke-developed index for SECTION AJ608 insulation shall compy with R302.10 thru R302.10.5 SECTION AJ806 SCALE: 1/4" = V-0" ZC 11. Recessed lighting fixtures rated for FIRE&LIFE SAFETY NOTE: FIRE&LIFE SAFETY NOTE:: O Smoke Detector KEY ALL SMOKE ALARMS,CARBONALL f\E I ±' membrane penetration shall meet ASTM E119 MONOXIDE ALARMS OR MONOXI SMOKE ALARMS,CARBONene MONOXIDE ALARMS OR Carbon Monoxide Detector p AUTOMATIC SPRINKLERS SYTEMS CO J� and Flre Stopping as per ASTM E814 or UL 1479 AUTOMATIC SPRINKLERS SYTEMS Refer to DWG-1 General Notes EXISTING WALLS SHALL BE IN ACCORDANCE WITH NYS SHALL BE IN ACCORDANCE WITH NYS 12. Exterior Decks shall comply with R507. SUPPLEMENT APPENDIX J In accordance with Section 915 of the SECTION AJ604 SUPPLEMENT APPENDIX J' NEW WALLS ���N�d� SECTION AJ802 2020 1 FC, R314, R315 of the Residential code of NYS WALLS TO BE REMOVED 27'-5"± 18'-5"± R302.3 Two-Family Dwellings R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier Tw2o32 TW2o32T.G. Dwelling units in two-family dwellings shall be separated from each other by wall between stories, and between a top story and the roof space. Fireblocking shall and floor assemblies having not less than a 1-hour fire-resistance rating where tested be provided in wood-frame construction in the following locations, 91 6+/Z"+ }- in accordance with ASTM El19, UL 263 or Section 703.3 of the Building Code of New York State. z Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against 1. In concealed spaces of stud walls and partitions, including furred spaces and o the exterior wall, and wall assemblies shall extend from the foundation to the underside parallel rows of studs or staggered studs; as follows: LO B HROOM of the roof sheathing. 1.1. Vertically at the ceiling and floor levels. s i +i ® J 1.2. Horizontal) at intervals not exceeding 10 feet. o m 2'o" 0 Exceptions: y g = 1. A fire-resistance rating of 1/2 hour shall be permitted in buildings equipped throughout with 2.At all interconnections between concealed vertical and horizontal BEDROOM #1 +� spaces such as occur at soffits, drop ceilings and cove ceilings. r N W D an automatic sprinkler system installed in accordance with NFPA 13. c U 0 3. In concealed spaces between stair stringers at the top and bottom of the run. -N 2'-0" 2. Wall assemblies need not extend through attic spaces where the ceiling is Enclosed spaces under stairs shall comply with Section R302.7 2 2xs M _ 0 protected by not less than 5/8-inch Type X gypsum board, -- 4'-0"± W an attic draft stop constructed as specified in Section R302.12.1 iS provided above 4.At openings around vents, pipes, ducts, cables and wires at ceiling and co CW135 floor level, with an approved material to resist the free passage of flame and along the wall assembly separating the dwellings and the structural framing supporting and products of combustion. EGRESS 9,-4„+ C/) r) the ceiling is protected by not less than 1/2-inch (12.7 mm) gypsum board or equivalent. 4'-6"± W Q 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 NEW ry 0 R302.4 Dwelling Unit Rated Penetrations BEDROOM #2 N 6. Fireblocking of cornices of atwo-family dwelling is required at the line of M O cfl COMPLETE REPLACEMENTCD >,.. dwelling unit separation. X `X OF THE EXISTING �- Z Penetrations of wall or floor-ceiling assemblies required to be fire-resistance rated in accordance U N REMOVE N N WOOD DECK W/ J - M EXISTING NEW FRAMING,FOOTINGS, +1 Z < with Section R302.2 or R302.3 shall be protected in accordance with this section. 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral Zo W wood or lass fiber installed secure) In lace or 1/2" sum board. < BRICK iv -------- STEPS TO XI DECKING, 2 co g Y p gypsum =¢ IND CHIMENY STEPS TO EXISTING GRADE 11 ,, Z~ln ---------- CY) L.J.WW= LO w z I I NEW 36X80 0 (� o Z N ch 2'-0. of CL R312.2 WINDOW FALL PROTECTION NOTE: Fin Z a W 'N �1 Q � � _ � TOP OF THE WINDOW SILL SHALL °m z z W M N in BE A MINIMUM OF 24"ABOVE THE FINISHED o �0 w 2'o" FLOOR AND GREATER THAN 72"ABOVE THE 0 w w O ____ __ o CU FINISHED GRADE OR OTHER SURFACES W�x M o BELOW ON THE EXTERIOR SIDE OF THE X CD 9'-4" --DN---- Y °i L N o BUILDING. SHALL COMPLY AS FOLLOWS: _+1 Q o 0 N - ----- +� N� `o �' " C M A _ o a W M - \ » -- m o UU c m m c tj R312.2.2 WINDOW OPENING CONTROL DEVICES: _" NEW ________ u, �, " `� °' , - O N pY 60� O (�6.2 C O O O N M p O WINDOW OPENING CONTROL DEVICE SHALL co +1 BEDROOM #3 ________ 2 2.2 o N 0 w 2 . COMPLY WITH ASTM F 2000. THE OPENING `� 4 N a 2 o m a a o c 3 DEVICE AFTER OPERATION TO RELEASE THE NEW WOOD STAIR ----" "- �v a w 3 L c-c m 3 coi � DEVICE SHALL ALLOW THE WINDOW TO AND RAILING ________ o o `o c a)N w=w C 0 a c N '-' ` y FULLY OPEN TO MEET THE CLEAR OPENING +i TO CODE i -------- m.'�.� L m °w o E a AS REQUIRE TO MEET EGRESS R310.2.1 -------- +1 s 0- U o� C o > O t ;? o o m , g W M:.-� a 22'-11" m R S Z.E. ¢�u�i c�a�i =m o EXISTING 2X6 RAFTERS&CLG JST #2E +FA O Smoke Detector _ ________ c a E o �wIn Carbon Monoxide Detector 13 ~ U y° 6- ~ CM E CL ° 0. co Refer to DWG-1 General Notes I I 2-2xa In accordance with Section 915 of the I I NTRY o 2020 IFC, R314, R315 of the Residential code of NYS w ! ! � N 24"KNEE WALL 3'-0"x T-0" CD +1 SEPARATION FIRE FIRE I I SEPARATION WALL w REFER TO DETAIL ON I I o ' ' " 5=7" 7'-5'/z' L N PAGE 2 1 1 X s-8/� ALL WINDOWS & EXTERIOR DOORS ARE NEW: M N O Plans indicates SUPERSEAL Double 9'-3" 9-0' " 3' 6 " Hung Vinyl Window Model Numbers and shall be RENOVATE EXISTING BATHROOM 3'/ +t 0 U. In accordance with R609 NEW FLOOR FINISH,NEW GYP BID I 0 o CEILING AND WALLS, NEW FIXTURES +i I °o = 9'-0" 3'-4'/z' ' " To be designed & installed as per manufacturers PLUMBING,LIGHTING AND CABINETRY. \ I c O a 3-9h specification for 140 ultimate design wind speed BEDROOM #3 BEDROOM #4 FOR A COMPLETE BATHROOM RENOVATION. u w 5'-0"LINE and Table 301.2(2), 301.2(3) N, w o Provide HP LOW-E glass; U = .30, SHGC = .30 FAN I I N N CLOSET CLOSET x EGRESS: shall meet R 310 ® I I W �- 2,-0.. WINDOW FALL PROTECTION: shall meet R312.2 '-1"± '-7" ! !-LIs f-- o Substitutions made upon meeting NYS Code. o 1 o o ! I �° N' T page o N T I N G N N s N „ 3'-#" z _ " tD EXISTING See a e one, general notes for additional = A RM co O 2-0 2 o co +� W 11 q BEDRM # 2, s N s _ code requirements'. Co _ _ _ _ _ "' 9 �, 90 sq ft. ( " o M co X M 2-2x8 2 2x10 N N W 2'6" 2'0" -------- a o n N 0 N ch 3'-7" "1=------ N �- u� FAN ° -------- co CL�3S-� N `- (A C� CN CD C0 = EXISTING S ® 4 __--_ _ 11/27/23 BEDRM # 1`� - - AREA SCHEDULE; 5'-5"+ Q W N M -NT O _ ti 0 0 102 sq ft. -------- w} ___-__;, cn N `�" W ' \\\ \� - �; ------- ¢W w=Z O O i NEW STAIR ---- a Lu T- N U r- - -- -- " ________ APARTMENT 1 APARTMENT 2 m Z z g moo{ &RAILING --- -- Q N u) e -------- W}aQ� L4 le N g o c0 i , 4 9Yz' 3'-0" 1 ST FLOOR; 715 SQ FT . 1 ST FLOOR; 526 SQ FT U 3:�o> t-W 0 M �' of co --- -- ------ *� V W W o o Nz ° 0 22-4 ± 5'0"LINE - w F ° --- --- LL ---_---_ 2ND FLOOR; 372 SQ FT. 2ND FLOOR; NONE o Z J-w �0Wo FLL --- --- °oc j MINTo°_. -------- xif3�� > Er XISTING ________ FINISHED FINISHED W W 0 0 W Y m w WING RM o BASEMENT, NONE BASEMENT; 764 SQ FT. Q o z v °° o UP OS 7'-11'/z' -0 c� STORAGE 00"?CD 2Q 2_�> Z'SJ e Q0z0 24"KNEE WALL 24"KNEE WALL w w w CL p o:w_ co o:ZUn.tL ti2tAd. f 2-2x8 2-2x8 2-2x8 3'-0"x T-0" AREA SQ FT IS TAKEN FROM WALLS 5' AND HIGHER _ TW2646 TW2646 TW2646 C� a SMOKE AND CARBON MONOXIDE ALARMS FOR cr, o REPAIRS.ALTERATIONS AND ADDITIONS: W p >4 OU 1 ST FLOOR WORK TO BE COMPLETED: In accordance with Appendix J When repair work,alterations,interior alterations s- .-- and additions requiring a permit occur, ~ 22'-11" REPLACE WITH NEW: the dwelling shall be provided with smoke alarms M and Carbon Monoxide Alarms located as required IO 1. ALL INTERIOR DOORS, REPLACE WINDOWS AS INDICATED for NEW DWELLINGS and shall be interconnected 'd bA °O 6'-10"± 22'-11"± and hard wired. s~ ON PLANS �J N BEDROOM #1; AREA UNDER 7'-0" = 16% 2. INTERIOR GYPSUM BOARD AS REQUIIRED. � ct AREA OVER 7'-0" = 84% 2ND FLOOR PLAN 3. INTERIOR GYPSUM BOARD CEILINGS AS REQUIRED. 29-9 ± .= "°�. .� o SCALE: 1/4" = V-0" 4. FIBERGLASS INSULATION WERE EXISTING IS DISTURBED. -t EI�AP / O BEDROOM #2; AREA UNDER 7'-0" = 42 % 5. REFINISH HARDWOOD FLOORS OR REPLACE AS NECESSARY KEY ��/- AREA OVER 7'-0" = 58 % ALL WORK SHALL CONFORM TO; 6. PROVIDE A NEW COMPLETE KITCHEN REMODEL. 771 EXISTING WALLS NEW APPLIANCES LIGHTING, FLOOR , HARDWARE, ETC. 1 ST FLOOR PLAN INSPECT ELECTRIC AND PLUMBING AND REPLACE 17 7 Z Z NEW WALLS SCALE: 1/4" = 1'-0" 2020 NYS RESIDENTIAL CODE MINIMUM 1- HOUR 'I KEY APPENDIX J AS NECESSARY. FIRE SEPARATION t ya [ _ _ _ _ ] WALLS TO BE REMOVED SECTION AJ301.4 -ALTERATIONS - LEVEL 1 6. PROVIDE A NEW COMPLETE BATHROOM REMODEL. BETWEEN UNITS FIRE BLOCKING SHALL BE INSTALLED AREA BETWEN 5' - 7' NEW FIXTURES LIGHTING, FLOORING , HARDWARE, ETC. IN ACCORDANCE WITH R302.11 ' "._., ''.:-o -tO� ROM SECTION AJ301.5 -ALTERATIONS - LEVEL 2 FLOORS, WALLS THRU R302.11.2 AND DRAFTSTOPPING -r� 1-HOUR FIRE FIRE �1 AREA AT 7' MIN. SECTION AJ401 - REPAIRS AS NECESSARY.INSPECT ELECTRIC AND PLUMBING AND REPLACE .77 _777_.,_ SEPARATION WALL & CEILING PER R302.12 THRU R302.12.1 �'