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HomeMy WebLinkAbout45523-Z �o�o coGy Town of Southold 11/29/2022 a P.O.Box 1179 o - co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43632 Date: 11/29/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 365 Rachaels Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.-4-7.45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/19/2020 pursuant to which Building Permit No. 45523 dated 12/2/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck, covered porch and finished basement,to existing single-family dwelling as applied for. The certificate is issued to Loper, Shawn&Van Ellen,Debora of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. . 45523 10/19/2022 PLUMBERS CERTIFICATION DATED 0 ut ri d Signature gaFFoc,r. TOWN OF SOUTHOLD BUILDING DEPARTMENT y. a TOWN CLERK'S OFFICE oy • 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#: 45523 Date: 12/2/2020 Permission is hereby granted to: Loper , Shawn 365 Rachaels Rd Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 365 Rachaels Rd, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-7.45 Pursuant to application dated 11/19/2020 and approved by the Building Inspector. To expire on 6/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $310.40 CO -ADDITION TO DWELLING $50.00 Total: $360.40 i B ildi g s e pF SO!/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 '�Q • a� �yC4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To:. Shawn Loper Address: 365 Rachels Rd city:Mattituck st: NY zip: 11952 Building Permit* 45523 Section: 108 Block: 4 Lot: 7.45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 23 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 25 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 6 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches $ 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: AS BUILT NO VISUAL DEFECTS " Second Floor & Basement Inspector Signature: Date: October 19, 2022 p 9 S.Devlin-Cert Electrical Compliance Form �t 5 523 ECFV VE Pex affidavit SEP IU 13UILDING DEPT 9-7-2022 TOWN OF SOUTHOLD I Shawn Loper homeowner of 365 Rachels Road Mattituck, NY 11952 certify that all new plumbing installed was done with pex tubing and no solder. SHAWN LOPER OF SO(/Tho # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 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 7ARKS: CIA w -v, ce�- 94 DATE INSPECTOR so//T�o TOWN OF SOUTHOLD BUILDING DEPT. • �ycourm ' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] UNDATION-2ND ' [ INSULATION/CAULKING [ FRAMING/ PINQ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY:INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -Owl" k�k aw Ilz AA I DATE 3 3� Zo22, INSPECTOR OE SO//,yo -`- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION'S [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: co corA6c, :! J- 9- 4- 2) DATE S Z Z INSPECTOR �' SOUTyO� 5��3 -- f # TOWN OF SOUTHOLD BUILDING DEPT. courm,��`' 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: FA y-a Nod &Rmor zlq k r yah late nrl LLmke DATE INSPECTOR ` lOE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. • -ate cnurm ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUH PLBG. FOUNDATION 2ND [ ATION/CA.ULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: COA -9 4. DATE INSPECTOR UE SOUTyO� # * TOWN OF SOUTHOLD BUILDING DEPT. 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) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I ttOA I AA IA YlDh �a P4440)� A-4\f DATE INSPECTOR 3 Jeffrey Sands Architect April 20, 2022 Loper Residence 365 Rachaels Road Mattituck, NY 11952 RE: Finished basement wall insulation certification Attention Town of Southold Building Department: This,letter is to certify that the finished basement wall insulation has been confirmed to :be R-13 batt insulation at.all exterior walls. Sincerely, Jeffrey Sands Architect 6 Evergreen lane, East.Quogue, New York 11942 phone-631-375-5997,fax,631-576-8916 email—leffrev sandsO)-hotmail.com �i FOUNDATION(ZND) WkM m�99"Am ROUGH FRAMING A PLUMBING �����fi .AI I R.1,� _ ._� �1 .�► it 11 % I ' ~, 11111!111 lillir bm TION. STATE ENERPY • , 1.1 t.1 ► I �i' ' r 1 q �� =o�gUfFOIp�,G TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://wNvw.southoIdtownny.gov f . Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 i i as i PERMIT NO. Building Inspector: •t t ?- I; '`'' N O V 19 2020 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. T '; 'c.r` Date: OWNER(S)OF PROPERTY: Name: SG A-W,-f SCTM#1000- log _ q —7, 7 5 Physical Address: j6�,�� � f� /t2� .,ems Al.-Phone#: Email: / t�al Cvs� Mailing Address: �Sf dluelc � pls�GZ /i�' 11?5 2-- CONTACT PERSON: Name: Afr-f--�� 6 "�� Mailing Address: �� .� �� i D 4lIL)i` Phone#: C�3� ?�5��1� Email: R DESIGN PROFESSIONAL INFORMATION: -- Name: Mailing Address: b 15—W WP LN, i 11� Phone#: �j31 r?j�� �J''�� Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure �OAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Z-�, C-J ` Will the lot be re-graded? 13Yes'�"0 Will excess fill be removed from premises? ❑Yes 1XIO 1 i. PROPERTY INFORMATION Existing use of property: �1�� �Lt`. Intended use of property: IN(,L 1�-: v Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes CFNo 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 nam �Authorized Agent ❑Owner Signature of Applicant: Date: l Z STATE OF NEW YORK) SS: COUNTY OF-Su kf'�of l� ) A1 :5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, /� ,r (S)he is the h��1; �� / /—�Oa ) (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of N o\[s .20 -f Notary PublkARLENE M.ROTH Notary Public,State of New York No.4881014 Qualified in Suffolk lk County a� PROPERTY OWNER AUTHORIZATION Expires Cac. :.._� (Where the applicant is not the owner) I, ` residing at J65- izN Ls do hereby authorize � c� Ao,� to apply on my behalf to the Town of Southold Building Department for approval as described herein. AlaV' 2,0z,0 Owner's Signature Date ga-n-wAr # "Pe-�L- Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, � residing at (Print property owner's name) 71e,6-11PUYS4,43 (Mailing Address) �(lvic l1/5 , do hereby authorize kroh (Agent) 1 A.y1 to apply on my behalf to the Southold Building Department. � N® 0 (Owner's Signature) (Date) 64A✓ // Lp&*-� (Print Owner's Name) 0 5worn � - G� R-eslr,3p, —k RL- VCell qvl�-,cuk-r�, 1) tl�CTVWI �-)O, C) r Pu(Di aaLktD _ r , �5 t'F044, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Qm Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov seand�a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOR ATION (AII Information Required) Date: S ZS IZOZZ Company Name: / N'��ocvrl�-• Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 9hoWn 6 - LDEq,r Address: 3(p5 8aGhe1el �i Cross Street: Phone No.: (_ &0 Sa Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: _ Is job ready for inspection?: Er YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: YES F-] NO Issued On Temp Information: (All information required) Service Size❑1 Ph 1—]3 Ph Size: A # Meters Old Meter# []New Service[]Fire ReconnectoFlood Reconnect Oservice ReconnectElUnderground ]Overhead # Underground Laterals M 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,v `V A� FF04BUILDING DEPARTMENT- Electrical Inspector 'TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 ®� Telephone (631) 765-1802 - FAX (631) 765-9502 rbgerr(a-southoldtownny.gov — seandCd-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 5 AFA 202S Company Name: Electrician's Name: kit, W®1-P-' bow J,c►fea'�-- License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ,k"W .p Address: Cross Street: Phone No.: D ' s D Bldg.Permit#: email: /-5 4441 e-119"44 a®4 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUArl FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued.On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Und&ground Laterals 1 R2 H Frame D Pole Work done on Service? RY FIN Additional Information: PAYMENT DUE WITH APPLICATION � y j9:�p U` �ljp_PWf©1,Y�N BUILDING.DEPARTMENT-'Electrical Inspector AI �'G TOWN OF SOUTHOLD o '`` Town Hall Annex - 54375 Main Road Pb Box 1179 "? c, Southold, New York 11.97170959 Telephone 631 765-18027' FAX 631 765-29'502 rogerr(�southoldtownny.gov — seand(c southoldtownny.gov ',. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOTole ATION (All Information Required) Date: g ZS I�4Z an p Y Com Name: Bwr�G!' Electrician's Name: License No.: Elec. email: Elec. Phone No: D I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 9haW n LD a r Address: 3(o5 &Che15 cl Ge._W_j Cross Street: Phone No.: (03 1_ &0 5_Z) Bldg.Permit email: Tax Map District: 1000 Section: OS' Block: Lot:7.V BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): QTc Square Footage: Circle All That Apply: Is job ready for inspection?: ErYES ❑ 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 PERMIT# Address: Switches �I` 1 Outletsi, t 1 G FI's Surface I' Sconces j H H's f I A UC Lts Fans Fridge HW Exhaust t Oven W/D Smoke DW Mini Carbon Micro Generator Combo I Cooktop Transfer IAH Hood Servicep Amps Have Used Special: Comments Jeffrey Sands Architect November 17, 2020 COST ESTIMATE FOR WORK Loper Residence — 365 Rachels Road, Mattituck, NY Concrete work $2000 Rough framing $6000 Sheetrock/Insulation $3000 Exterior finishes $3000 Interior finishes $2000 Plumbing $2000 Electrical $2000 Total $20,000 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—jeffCa�isa-ny.com l Shawn Loper Debora Van Allen 365 Rachels Rd Mattituck, NY 11952 December 4, 2020 To whom it may concern: Enclosed please find check#146 in the amount of$360.40 fee for the building permit for 365 Rachels Rd Mattituck NY 11952. Please mail at your earliest convenience. Thank tay safe and Happy Holidays! Sh Loper Debora Van Allen (C- IL L 0E 8 2020 \\V SUFFOLK COUNTY DEPARTMENT OF HEA LT"SERVICES '9 FORIAPPJeQVAL OF cONSTRurTtON ONLY `\ ! VACANT) 0 C O � h(C 3 I y fi.� DATE REF.NO`S . �• \"\ LOT 4 N '9 28' sa' s�"E aeaar' \" - APPROVED s am' . [ s, XPIRES TW" FtiU -idwr10 r' �: MOrw W-TY LOAM 'Ci / - '� •L�� PALE MOrM �AWr t? �-A. L 0 T 3 TALE Mona 9d 50 r_ �r p0' CO&M .Aro .Ito'1�sto it t. <" rr rr SURVEY OF «' '� Q� PROPER T Y 0,01) v AT MA TT/TUCK f•nebn, 10 �o� % - %CD TOWN OF SOUTHOLD SUFFOLK `BOUNTY, IVY � Q 1000- 108- 04-P107.2 �o �o PLEASE NOTE Scab 1" = 40' Requiresseptic tank Oct. 13, 1986 cover to grade. lam f.�mie ar vdl h file.^t-,,• ' !^_r n row! ..._ .L ply �J r c•r<;..,..ic;.: 3 ;uri;i lt,3t,;ti aril W.the perm:. io 2 con:iruDL i �'m�� b AREA= 32.579sq.ft. WrIatura b �'? �oa v fou,/ •lr� ,100 10 L 1�T�1H� pn �' ;�/r /�"1 R/"N ' 4 �` % =IIA Z FFe s6nr�.o/� R f'9L % OF �s5�o GrG NOTE / RT OF PARK A RECREATION AREA Pryored b ocowdwes rf b/N mbhmrw dgnmm r wyooM £AV/O L/C. NO. 49668 �1 sroidorde Mr NNo acro•a oNoM W O 6Nlorr S OMAP OF�IJANS LL�AME ESTATESisip / h Of LAA.L.S Nr/�T prod W dgphf So oR CMrh P ORSr P.C. FfOL'EFEOaFE dfIFFOLK OTrLYERKNE �N�� 1) TM IVii f'oM SbH LTi/ rlWs, t I f 7IIh►AuoNilho. X 9 NIMf/IIMO 1I Ir �NP/ �I IIM 1f1.rI. A•M RAN A Q•� p .Y. If971 88 - 344 /3J 1.Copyright 2018,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal is a violation of section 7209,sub-division 2,of the New York State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal ate genuine true and correct copies of the surveyor's original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending institution listed on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of underground improvements or encroachments are not always known and often must be estimated.If any underground improvements or encroachments exist or are shown,the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not intended to guide the erection offences,retaining walls,pools,planting areas, addition to structures and any other construction. R,0 A� A �,AClIXEL cKEL'S TWO) N o h32 , 6 i, o L.45.20, �-P A C U m � o co s Pvo 22.9 2z5' 40A 1 1/2 STORY- �tj FRAME DWELLING DECK 22.9' 289 25.61. 0 IV 5 6' IV 41 o.a W .ICE UN�X�x� I CHAIN XA , - ---— 3.�'NXi%� „ 1 566 15 14 *� 1 25.1' 16.11 - - - -- W � � cD METAL �Xq ^+ O GARAGE ` 25.3' o ` 11.1' O x � 1.9 GARAGE t.5'W MONUMENT x r 0 v � M G� m ti m O Z In t`- m 0.7'W N N LOT AREA = 32,581 SQ. FT. 0.75 ACRES O O '? O MONUMENT S8002751"W NOTES: 50.61, -Non-visible easements,recorded or MAIN ROAD unrecorded are not shown. -Underground foundations or (N.Y.S RT. 25) substructures not visible are not shown. SURVEY FOR LOCATION: 365 RACHAELS ROAD Atp 4 0 Us-V es rr� 51 r. TOWN OF MATTITUCK COUNTY OF SUFFOLK, STATE OF NEW YORK PrufessiunttlC. LOT 4 ON"MAP OF NORTH FORK HOUSING ALLIANCE INC." Filed: NOVEMBER 6, 1995 N.Y.S. Lir. No 048395 DIST.: 1000 SEC.: 108 BLOCK: 04 LOT: 007.045 SURVEY DATE: MARCH 23, 2018 JOB: 18-1000 5 CIRCLEDALE LANEy n X433 HOLBROOK, NEW YORK 11741 =40' 718-486-5408 631-585-5317 LAtTD 1.Copyright 2018,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2.Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc,The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the govemmental agency,and to the lending institution listed on this boundary survey map. 5.The certifications herein are not transferable. 6.The location of underground improvements or encroachments are not always known and often must be estimated.If any underground improvements orencroachments existor are shown,'the improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property lines are for specific purpose and use and therefore are not fntended.to guide the erection of fences,retaining walls,pools,planting areas, addition to structures and any other construction. ROAD gACI�AE ,c L S RoaD) o L=45.20• X32' J g=175.00 - •� Via, J o � 02 s 22. 1 112 STORY �4 FRAME DWELLING 34 22.9' �r d1 WOOD Xor e �� ars. • zs.s�. � l • r.ow .w HIS x CHAINx INix/ es 1 5 o I W ` METAL .� I GARAGE 11.1' C 1.9 GARAGE Mot !�r 3, • 0 rm to �1 ♦n O• Tm � Z LOT AREA = 3258t SO FT c3' 0.75 ACRES i0 p MONUMENT S80927'51"W NOTES: 50.61' -Non-visible easements,recorded or MAIN RAD unrecorded are not shown. ML�11V Underground-foundations or (N.Y.S RT. 25) substructures not visible are not shown. SURVEY FOR LOCATION: 365 RACHAELS ROAD TOWN OF MATTITUCK Or tantl Ourvr ar COUNTY OF SUFFOLK, STATE OF NEW YORK . ' ' LOT- 4 ON"MAP OF NORTH FORK HOUSING ALLIANCE INC." Filed: NOVEMBER 6, 1995 N. .S. ►c: o. 4ssss DIST.: 1000 SEC.:'108 BLOCK:04 LOT:007.045 SURVEY DATE: MARCH 23,2018 JOB: 18-1000 5 CIRCLEDALE LANE ' HOLBROOK, NEW YORK 11741 ] =40' 718-486-5408 631-585-5317 PIP ^{ MIX ��W€ x A E �w 'J3 tL `'S T & p 9 OTr u . TI IJ 56 NOV Ov 3 , t F ? � r + f l � ... ,... y.IQj_pp_ ,�•�, ,, - Aj RA, v _ e �? (3A S'. Allot Wkl�fNFIIAL 1 1i F�� DA-MI INDUS HEAT P p ( U'TDO()pS `I � r r w . UMBER ---� Of 7905, e NEI ViDGHT 13 TLSSr . I FAN MOTOR L t EFR EP:-PN`` iFACTO;� 104 6 1 / x.6 SCCA R+1 ,1 " a-< it A► ■ r W ,DACE N THALMsul, : b �y� u 7 Generated by REScheckk-Web Software Compliance Certificate Project 365 Rachels Road Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 365 Rachels Road Shawn Loper Jeffrey Sands Mattituck,NY 11952 365 Rachels Road Jeffrey Sands Architect Mattituck, NY 11952 6 Evergreen Lane East Quogue, NY 11942 jell@jsa-ny.com Compliance;Passes using UAtracle-off Compliance: 0.0%Better Than Code Maximum UA:,*26 Your UA: 26 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or Worse Than Cede Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimunwcode home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling:Flat Ceiling or Scissor Truss 200 30.0 0.0 0.035 7 Wall:Wood Frame,16"o.c. 250 21.0 0.0 0.057 13 Window:Vinyl Frame 22 0.290 6 SHGC: 0.19 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application,The proposed building has been desicitiled to meet the 2018 IECC requirements in RESeHeek Version:RESeheck-Web and to comply with the mandato creme t li in the REScheck Inspection hecklist. DS 12 Name-Title Signat � Date fin 3i `i it N � 7� 9) Ce789 yQ� �Op NE` - Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 1 of 9 T REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified ' Field Verified # `Pre-Inspection/Plan Review Value Value _ Complies?^ Comments/Assumptions &.Req.lD . 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ; ❑Does Not [PRI]1 ;energy code compliance for the v :building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate []Does Not 403.7 ;energy code compliance for ' [PR3]' i,lighting and mechanical systems. �,:-• []Not Observable , Cgj ;Systems serving multiple }` ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC }, ; ;Commercial Provisions. ; 302.1, Heating and cooling equipment Is; Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based ; Btu/hr ; Btu/hr :❑Does Not [PR2]� ron loads calculated per ACCA Cooling: Cooling: 1 ;❑Not Observable ; ')approved by the code official.Manual j or other methods ; Btu/hr ; Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2_ Medfum Impact(Tier 2) .3. Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 2 of 9 r Sectlon # Foundation Inspection Complies? ;Comments/Assumptions =, d 303.2.1 rA protective covering is installed to ;❑Complies [FOI1]2 ;protect exposed exterior insulation :❑Does Not • Viand extends a minimum of 6 inCOO . below grade. ,❑Not Observable ❑Not Applicable ; 403.9. °#Snow-and ice-melting system controls;❑Complies ; [FO12]2 flnstalled. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 2_ Medlum Impact(Tier 2) v 3. Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 3 of 9 Plans 0led "Flelfil eFram gh-ln Inspection I qMP C 06, Val e U &'qLe4JD` 402.1.1, :Glazing U-factor(area-weighted U- U_— :L]Complies :See the Envelope Assemblies 402.3.1, :average). :E]Does Not :table for values. 402.3.3, 402.5 :,E]Not Observable [FR2]1 :E]Not Applicable 303.1.3 LI-factors of fenestration products OComplies [FR4]1 :are determined in accordance E]Does Not :with the NFRC test procedure or :taken from the default table. E]Not Observable E]Not Applicable 402.4.1.1 Air barrier and thermal barrier ElComplies [FR23]1 Installed per manufacturer's []Doe's Not instructions. JNot Observable E]Not Applicable 402.4.3 Fenestration that is not site built ElComplies [FR20]1 :is listed and labeled as meeting []Does Not :AAMA/WDMA/CSA 101/l.S.2/A440 E]Not Observable :or has infiltration rates per NFRC .400 that do not exceed code []Not Applicable :limits. 402.4.5 .-yIC-rated recessed,lightingflxtures',,,,", ``,�.� E]Complles [FR16]2 'sealed at housing/interior finish E]Does Not and labeled to Indicate:92.0 cfm leakage at 75 Pa. E]Not Observable E]Not Applicable 403.3.1 :Supply and return ducts In attics ElComplies [FR12]1 :insulated>= R-8 where duct is Does Not 3 inches in diameter and >= 40D E]Not Observable R-6 where<3 inches. Supply and .t, :return ducts in other portions of E]Not Applicable_y' , ithe building Insulated>= R-6 for ;diameter>=3 Inches and R-4,2 ,for<3 inches in diameter. 403.3.2 :Ducts,air handlers and filter er ElComplies [FR13]1 :boxes are sealed with E]Does Not ;joints/seams compliant with International Mechanical Code or E]Not Observable .International Residential Code,as E]Not Applicable :applicable. 3'5 ;Building cavities are not used as ElComplies ducts or plenums. E]Does Not E]Not Observable E]Not Applicable 403.1.6t1,' Ducts partially or completely ElComplies buried In calling Insulation have ­"ElDoes Not '[FR26 'J 3 an Insulation R-value not less Sjf than R-8,the sum of the calling ONot Observable El insulation R-value against and Not Applicable above the top of the duct,and ; against st and below the bottom of t e h duct, Is>=than R-19 s. excluding the R-value of the duct insulation. 11 1HIgh Impact(Tier 1) 2 Medium Impact(Tier 2) Low'Impact(TI a r�3) Project Title- 365 Rachels Road Report date: 12/02/20 Data filename: Page 4 of 9 Section` Plans Verified. 016141'Verifietl ` #.• Framing J.Rough-1"n�inspection Compl�es� Comments/Assumptions' & 16q.`ItD Value F Value' AP0 0.4',,-�Ducts declared to be within the ❑Complies ; [FR28]3 conditioned space are either 1) ❑Does Not C completely within the continuous air barrier and within the building ❑Not Observable ; { thermal envelope,2) burled ❑Not Applicable vwithin ceiling Insulation In accordance with Section R403.3.6 and the air handler is r ` ; located completely within the continuous air barrier and within ; -Athe building thermal envelope Viand the duct leakage is<= 1.5 J ;. 100 square feet of ; conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- ; d.,:. ..- value of the insulation on the ' F 1 403.4 ;HVAC piping conveying fluids ; R- ; R- :❑Complies ; {FR17]z. above 105°F or chilled fluids ;❑Does Not ,below 55 OF are insulated to?R- �3 ; : :❑Not Observable : '❑Not Applicable ; 403.4.1 :Protection of insulation on HVAC ;; °' ,. ❑Complies : [FR24]1 piping. ,,,; $ ❑Does Not C9 ❑Not Observable d ❑Not Applicable 403.5.3 . Hot water pipes are Insulated to : R- R- :❑Compiles : [FR18]2 >_R-3. ;❑Does Not 06 ;❑Not Observable ;❑Not Applicable 403.6 rAutomatic or gravity dampers are ❑Complies [F 12` installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) _2,_',l Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 5 of 9 'S@CtlOnr , "Plans Verified.' :Field;Ve�ified..: ,.4 t., # insulation Inspection; ,. Compiies� "Co' :1D" Value Value 303.1' All Installed insulation is labeled ,` ❑Complies ; [IN13]2 for the installed R-values ❑Does Not ;provided. ❑Not Observable _ []Not Applicable 402.1.1, 'Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope assemblies 402.2.5, ;mass wall with at least 1/2 of the :❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 :wall insulation on the wall ❑ Mass ❑ Mass bNot Observable [IN3]1 :exterior,the exterior insulation El El Steel ❑NotApplicable G requirement applies(FR10). 303.2 ;Wall insulation is Installed per ❑Complies ; [IN4]1 manufacturer's instructions. _ ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1). 2_e Medium Impact(Tier 2) 3<° Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 6 of 9 Section Plans,Verified Field Verified #:, •- Final Inspection Provisions value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable 6 [Fill' :❑ Applicable (FII] � 1 1 1 , 1 1 1 1 303.1,1,1, ;Ceiling insulation Installed per ❑Complies ; 303.2 :manufacturer's Instructions. ❑Does Not [FI2]1 ;Blown insulation marked every `.;`•:•, ;300 ft'. ❑Not Observable ; ❑Not Applicable 402.2.3 rVented attics with air permeable ;'_ ❑Complies [FI22]2JE]Does ; Insulation Include baffle adjacent Not :to soffit and eave vents that extends over insulation. ❑Not Observable ; y r ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ; [FI3]1 :insulation>_R-value of the ❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ; [FI17]1 tach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8, ;❑Not Observable ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ; [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not :either: Rough-In test:Total ;leakage measured with a ; UNot Observable pressure differential of 0.1 Inch ;❑Not Applicable ; ;w.g. across the system including ;the manufacturer's air handler ,enclosure if installed at time of ; ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch :w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F14]1 :cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable handier @ 25 Pa. For rough-in ; ; ; (tests,verification may need to ;❑Not Applicable ; %occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated _ []Complies ; [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. 1 Y []Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Compiles [F 912 'installed for control of primary k ? ` ❑Does Not heating and cooling systems and F Initially set by manufacturer to ;, .° ❑Not Observable ; Scode specifications. " ❑NotAppllcable [FI10]:403.1.2 yon heMeat at pp thermostat Installed "a ';J ❑DoesOComplies Not ❑Not Observable ; - []Not Applicable 403.5.1 Circulating service hot water ':u:•. y ':' ❑Compiles ; [FI11]2 systems have automatic or ❑Does Not :accessible manual controls. ".. ,., f. �•: ' ` S . ❑Not Observable ; ..,..a .:�,.;.. .: ,,. "�.�"",.,;, • , ::` �;,,>., NotAppllcable , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3s'Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 7 of 9 Section "Plan's Verified Field Verified' # Final Inspection Provisions Complies? Comments/Assumptions Req.ID Value Value 403.6.1 All mechanical ventilation system - ❑Complies ; [F125]z fans not part of tested and listed []Does Not r HVAC equipment meet efficacy :and airflow limits per Table ❑Not Observable ; _ 511403.6.1. ❑Not Applicable ; 403.2_ �i Hot water boilers supplying heat ❑Complies ; [FI 26]zthrough one-or two-pipe heating ❑Does Not ;systems have outdoor setback I control to lower boiler water []Not Observable ;temperature based on outdoor ❑Not Applicable ; _ 5temperature, 403.5.1.1 yHeated water circulation systems ❑Complies ; [F128]2 I have a circulation pump.The ❑Does Not $system return pipe is a dedicated return pipe or a cold water supply []Not Observable ; ipipe.Gravity and thermos- ; ❑Not Applicable syphon circulation systems are ;. not present.Controls for ; circulating hot water system ;pumps start the pump with signal for hot water demand within the ; occupancy.Controls j automatically turn off the pump rwhen water is in circulation loop os at set-point temperature and no demand for hot water exists. ;• 403.5.1,2 ;Electric heat trace systems ❑Complies ; [F129]2 comply with IEEE 515.1 or UL ❑Does Not X515.Controls automatically adjust the energy Input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature In the p Piping. ; 403.5.2 ,,Demand recirculation water ❑Complies ; [F130]2 jsystems have controls that []Does Not manage operation of the pump R and limit the temperature of the ;❑Not Observable ; ,water entering the cold water ❑Not Applicable ; ,piping to<= 1044F. 403.5.4 ;Drain water heat recovery units ❑Complies ; [FI31]2 ?tested in accordance with CSA ❑Does Not }B55.1. Potable water-side ; pressure loss of drain water heat ❑Not Observable i recovery units<3 psi for ❑Not Applicable ; +Individual units connected to one dor two showers. Potable water- ; side pressure loss of drain water r heat recovery units<2 psi for Individual units connected to _ ,-_ three or more showers. ; 404.1 ;90%or more of permanent ❑Complies ; [FI6]1fixtures have high efficacy lamps. r ❑Does Not ❑Not Observable r ❑Not Applicable 404AA Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not o� ❑Not Observable _ # ❑Not Applicable 401.3 lCompliance certificate posted. ❑Complies ; [F17]2 i ❑Does Not []Not Observable ; []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3_1 Low Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 8 of 9 Section Plans Verified Field Verified #, 'Final,Inspection Provisions, Complies? Comments/As'sumptions' &-Req.[D Value_ Value 303.3.' 'Manufacturer manuals for ❑Complies ; [FI18]3;, {mechanical and water heating El Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) [A 1-ow Impact(Tier 3) Project Title: 365 Rachels Road Report date: 12/02/20 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling/Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.19 Door CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments FRAMING NOTES BUILDING DESIGN NOTES DRAWING LIST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FlR-LARCH STRUCTURAL GRADE NO.2 OR BETTER 1, ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND ' ALL FRAMING SHALL BE NAILED IN ACCORDANCE PATH LOCAL AND STATE CODES(SEE ATTACHED NAILING SCHEDULE) WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE AOO0AI DATA SHEETI DRAWING LIST THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITIES 2. ALL WALL SHEATHING SHALL BE APA RATED,EXPOSURE 1. 1/2-,5/8•.3/4-THICK(SEE DRAWINGS FOR SPECIFICATION) SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE PATH LOCAL AND STATE CODES(SEE ATTACHED NAILING SCHEDULE) 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6',AND HALLWAYS,CORRIDORS,BATHROOMS,TOILET ROOMS,AND A002 NOTES AND SCHEDULES LAUNDRY ROOMS SHALL HAVE A CEIUNG HEIGHT OF NOT LESS THAN 7'-0- 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR,EXPOSURE 1,T@G 3/4-THICKNESS BASEMENTS SHALL HAVE A MINIMUM CEIUNG HEIGHT OF 7'-0' (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ALL SUB-FLOOR TGES OF PLYWOOD TO BE SET ON SOUD NAIL.EO N A CO DANCE�ILOCALGLUE AND STATE BUILDING CODES(EE ATTACHED NANNG THISNG ADHESIVE FOR SCHEDULE)PURPOSE WITH ANDEVERY AOIXi ENERGY NOTES AND SCHED. 3 OPENING. 0 HABITABLE SPACE HAVE A SILL NOGHTSOFENOT MORE THAN 44A ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE D� 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS FEET AT ALL GROUND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WDTH(20-),MINIMUM OPENING HEIGHT(24') A1W FOUNDATIONFIRSTFIRPLAN 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR,CHIMNEY,AND SKYLIGHT OPENINGS. (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) SEE FRAMING PLANS FOR MORE DETAILS 4. WIDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE THE MINIMUM AREA OF THE WINDOW WELL SMALL BE 9.0 SQUARE FEETWITH A A110 SECONTDFLOORPLAN VE A 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2'NOMINAL THICKNESS:OR BY ATTACHMENT TO A HEADER LA DER SHALL NIMUMHAVE A NSIDEWIDTH AND OW7DTHTOF AT LEAST AL 112•FSHALL RNOJECTDOW W3 FORM THE WALL,AND BE SPACED MA%MUM 18LLS WTH A DEPTH GREATER THAN 44'SHALL A APARTEVREMRATI CYDER AM ELEVATIONS BAND JOIST,OR RIM JOIST,OR TO AN ADJOINING STUD;OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) �D/1 p 7. ALL JOIST TO BE BRIDGED WTH EITHER SOLID BLOCKING,DIAGONAL BRIDGING,OR A CONTINUOUS 1-X 3-STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. AD SECTIONS PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET TUE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED(SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT.3 FEET ABOVE THE B. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WTH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FLOOR AND 2 FEET FROM EXTERIOR WALE(SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) FOR ENGINEERED WOOD PRODUCTS - 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET 9. DRAFTSTOPPINO SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEIUNG ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET,KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET [!/:C:HIM:N!E:Y :TO HOUSE, ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLED SO THAT TUE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET HABITABLE SPACES SHALL NOT BE LESS THAN 7'IN ANY HORIZONTAL DIMENSION(EXCEPTION KITCHEN) (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) D IN 10.ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7, ALL DESIGNS SHALL BE IN CONFORMANCE SEE DRAWINGS FOR DIMENSIONAL SPEgFlCATI0N5 AND USES WITH 2020 ENERGY CONSERVATION CONSTRUCTION DDE OF NEW YORK STATE 2020 RESIDENTIAL CODE(SEE CHAPTER 11) THE FOLLOMNG GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS FORA TOTAL OF4 11.ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC W SERIES JOISTS(WOOD I-BEANS),LVL PRODUCTS,AND ANTHONY POWEftBEAM PRODUCTS GLAZING U-FACTOR: .1;6"AX ,rf I) ALLL JOISTS,GIRDERS,AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS CEIUNG R-VALUE:R-49 �J 6/ WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4-LVL'S SHALL BE INSTALLED AT ALL STAIR,CHIMNEY, WALL R-VALUE: R-20 AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS FLOOR R-VALUE: R-19 HANDLING,STORAGE,AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPEGFlCATIONS BASEMENT R-VALUE: R-10/13 12.ALL JOISTS SHALL HAVE 1 1/2-BEARING MINIMUM ON WOOD AND 3•MINIMUM ON CONCRETE OR STEEL(SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) SLAB PERMITER: R-10(DEPTH OF 2') PLACE CRAWL SPACE: R-10/13 13.ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR-LARCH NO.2 OR BETTER 16.O.C.MIN INTERIOR WALLS SHALL BE 2'X 4'NOMINAL THICKNESS MINIMUM,SEE DRAWINGS FOR SIZES B. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN 14.ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE(OVERLAPPING CORNERS)AND SINGLE SOLE PLATE(MIN.)THE SAME LUMBER DIMENSION AS THE WALL WIND ZONE 140 MPH(3 SECOND GUSTS) EDWALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10'AND IN 1/3 INTERVALS IN TALLER WALLS. EXPOSURE 0GROUND SNOW LOB 25 PSF 15.STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH 8602.8 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UVE LOADS OF 30 PSF SLEEPING AREAS,40 PSF LIVING AREAS 16.ALLHEADERS SHALL BE AS SPECIFIED ON PLANS ANO NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM,IF THERE IS ANY DISCREPENCY OR DEAD LOAD 40 PSF O PERMIT SOLAR PANEL LOAD 5 PE OR IF A SPECIFICATION IS NOT PRESENT,CONTACT THE ARCHITECT OR REFER TO TABLE 8502.5 OF THE IRC 2020 RESIDENTIAL CODE 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT,CALCULATIONS WILL BE SUPPLIED 17.ROOF BLOCKING SHALL BE SET TO ALLOW 2-AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 18.ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3-AT SPUCE CONDITIONS OVER BEARING WALE 10.WIND BORNE DEBRIS PROTECTION(PER R301.2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE) 1/2 THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF 19.THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2.OF BEARING ON WOOD OR METAL HURRICANE FORCE WINOS TO PROTECT FROM WND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2-#6 WOOD SCREWS O 16.O.C.FOR PANELS LESS AND NOT LESS THAN Y ON CONCRETE OR MASONRY LESS THAN 4.12'O.C.FOR PANELS GREATER THAN 4'AND LESS THAN 6',9'O.C.FOR PANELS GREATER THAN 6'AND LESS THAN B' n FL 20.ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2°THICK STRUCTURAL PANELS APA RATED,NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE (SEE R301.2.1.2 FOR MORE DETAILS) WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE(SEE ATTACHED NAILING SCHEDULE) 11, ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 20.ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED VATH 1/2'THICK STRUCTURAL PANELS APA RATED,NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS (SEE ATTACHED NAILING SCHEDULE)5/4 X 3 SPRUCE LATH SHALL BE INSTALLED O 16.O.C.PARALLEL AND IN LINE WTH THE ROOF RAFTERS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED v ,,qq ryryry 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH ��� Q •p02� 12.ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WTH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 21.ALL FRAMING SMALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED EIV SIMPSON STRONG TE OR EQUAL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13.ALL ROOF OVERHANGS SHALL RECIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24-INSIDE THE OUTSIDE WALL ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS G DEPT, 14.ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE(SEE SECTION 8905 FOR ROOF COVERING) gUILDIN OU-R4O D CONCRETE/ MASONRY NOTES 15.ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE TOWN OF S Q ® 3 l _ 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WTH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE ACCORDANCE WTH THE PROVISIONS OF AG 530/ASCE 5/TMS402 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40+DEGREE F.IF POURING IN COLDER WEATHER,THE CONCRETE MUST BE PROTECTED 1 FROM FREEZING FOR A PERIOR OF 14 DAYS(ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 1 I( 1 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL,HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT ® (D 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8',ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8'DEEP AND 16'WOE I 1 I Q O SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 5. ALL CONCRETE SHALL BE 3000PSI AT 2B DAYS I p I © © 4. FIRST FLOOR - 748 SQ FT O p l 3 4. O O SECOND FLOOR- 548 SQ FT 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS.INSERTS,SLEEVES,ETC,AS REQUIRED BY OTHER TRADES. _07- TOTAL LIVING 1296 SQ FT ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 4 4,' 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL ZONE 1 ZONE 2 ZONE 3 ZONE 4 PROPOSED 2ND FLR - 200 SF BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS FIELD 8°O.C.12°O.C.3°O.C.4°O.C. ZONE 5 ZONE fi 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TES BO WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION PANEL EDGES 4.O.C.6.O.C.3'O.C.3.D.C. FIELD 12°D.C.12•D.Q. TOTAL LIVING PROP. 1496 SF -- PANEL EDGES p 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER AG 6'O.C. 6.O.C. 318,CLASS-C-.WTH 40 DIAMETERS MINIMUM,BENT AROUND CORNERS PROP.COVERED PORCH 108 SF AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT AT SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGERSPUCES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS WALL SHEATHING NAILING SCHEDULUE ROOF NAILING SCHEDULUE 10.ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED,INCREASE AS REQUIRED FOR DRAINAGE PITCH. 140 MPH WND ZONE(3 SECOND GUSTS) 140 MPH MND ZONE(3 SECOND GUSTS) USE 1/2-COX WALL SHEATHING USE 1/2•DX ROOF SHEATHING FASTEN WITH 8D COMMON GALVANIZED NAILS FFASTEN WT 11.SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 2'X 11 1/2-GA.-PATTERN AS INDICATED BELOW 2 X 11, H BD COMMON GALVANIZED NAILS WT GA.-PATTERN AS INDICATED BELOW APPROXIMATELY 20'O.C.,CONSTRUCTION JOINTS SHALL BE KEYED CODE COMPLIANCE REFERENCES: 12.EXCEPT AS NOTED,ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTON JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS 2020 RESIDENTIAL CODE OF NEW YORK SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 13.FOR CONCRETE WALLS,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40'AT LEAST 4'AWAY 2020 MECHANICAL CODE OF NEW YORK FROM BY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING 2020 PLUMBING CODE OF NEW YORK 14.HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS 2020 IECC NYS CODE 15.CONCRETE WALE,DECKS,AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515.IR-79 SPECIFICATIONS.CHAPTER 3 FOR CONCRETE SURFACE QUALITY ENGINEERED STRUCTURAL COMPONENTS PER ASCE7-2016 AND FINISHES. CURING COMPOUNDS,RELEASE COATINGS OR BD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. ADDITIONFLOOD DESIGN LOADS PER ASCE 24-2014 EDITION LOU ID APPLIED BARRIERS SHALL NOT COVER,HIDE,OR LEVEL SURFACE IRREGULARITIES 16.MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS,REINFORCED CONCRETE OR MASONRY UNTELS,OR MASONRY ARCHES SEAL ARCHITECT PROJECT ORAWING TITLE SGNE DALE ^ DESIGNED TO ACCEPT LOAD IMPOSED -��O ARC L 0 P E R NA 10-24-2020 17.THE BOTTOM OF ALL FOORNGS SHALL BE A MINIMUM OF 36'BELOW FINISH GRADE iy� -E V R7 S,4 y�J° JEFFREY SANDS GENERAL m+AMTMc Kuue[rs 18.ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE � � �lI rT ARCHITECT RESIDENCE NOTES, A001 6 EVERGREEN LANE 365 RACHAELS ROAD DRAWINGS EAST QUOGUE,NY 11942 MATTITUCK PHONE 631.375.5997 NEW YORK LIST NAILING FAX 631.576.8916 DIAGRAMS 4-15-2022 FOF' Nom) JEFF@JSA-NY.COM SCTM#1000-108-4-45 A TABLE R6023(1) 3 FASTENING SCHEDULE RAFTER TIES O 16'O.C. vLwupnvxoFameinafa 'h'•m13Tm ureveA�;; Bumw6o-aenmq emns:yn wmbw mdmBoma n,r'an•a(a.•tm+v-2.td6ztw m_smWnyy�pearelearc.mwma^a'aapmtl MODEL 'C52 sunm -D 1I—„ MIN(14)10 SLS RIDGE � 1 o 0 luda:re6mramm�agpmdnnmsmmp Nr,r }mmmmma'ri•va3ttm FP<,m, tr+n+ •v.n,•na°' aexNmppcPxteamea o 3tmmlr•a,21rtw ° 3-3••0.131'wSs �y� 4° 480ma'h••0.113Sw b2mmm+m(a••nlOrtd Fam wanedlsaMa[exR O° 31mmrY•m2BSw ipae ° Cm<Alptas mmp PLue 3m ro—l'y•4t it'L d PnIPRtmenm, 33•at31•n.ea }tmmap'•mxeSw • minn'ri•p.,35Sw r OIT•was 28 Ce3�ngtplu<w uamNmparam ranw.YPamxrymtlwelse6PNw� YtmeP,n'•atzezm Fam Pan Ylm mrr•41II•Fm naa ROOF RAFTER PB b2aneraR<R60263) rdnnnOP/i"v.l6rjw •m31•wlls ers< NmPma4dmla.meN malme5tt0pv Psvzs za^e Y3•.ant•w zlmm.p•3 nnrLmxAardm�°x alPlsawm k i;��-� Fawn 39 BiAgmBw N..4rgmj°e, R/i•m I':mz-'.0.13�nrls �tl'°'x'm°wa Taxa P802•m Cpaarmmraemr,famwlw{I:•xDPddyzwwm Yfmpm R'•n11s•Lm WprIa.e6NYYeRtIWa YAC! os FAfrExFeS refier 3lmmrxrxn Q•alaeYw Faawa earn nna mmrmaWau 3-.as3t•was ofwmlNe et2Hexrs naevprAbTRa kl tagranNxaa^ RAFTER-TO-RAFTER CONNECTION TYP.O EACH RAFTER O °YwO� 3lmmwaap'ynnssw weatlaantl n^d+•x 1 MODEL'C520'BY SIMPSON STRONG TIES --Pb, Plan 3lmmmmnwasp'•O.taepm m^wA san Werdmumrx panel;wOBam.nwrwm mmipr Wallslrea,hiaemfrnningandP+Nde6<artl raB NeasbryroNeminB L,m inlr•m28Sm an Ppp°9msWcpf<arh hasiael. 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HEADER 12' E C 3,m mrr•mzlrt m 3mpes room l6 R.,'/,1wre RIM JOIST r•a•w,a.Wwme.a6Wme.m wa,s F-1 'SIMPSON'H008 Wra.B'^"'•6' DBL TOP PLATE 1r 'SIMPSON"PHD Rina'/i•p.1,3-Fm 1F»�c111 F mwmia'/i-a13,•Aw WALL STUD Provide ni mro' Ho,E. mp•,a,mT« d�m 1.SIIEATa1DaG As PART a s1ffARWALL SEGNOw(sW.$), MIN(14)10-D NAILS n Nrple;,•mPrm.tbga.>'/;m^g WHERE xOlal ON FLOOR PVH.SHALL BE CONRNUMS FROM Equal namtber of SLL TO TOP PLATE OR ADEOOATELY HLODED AT JOIN1S Bd eptt70M na69 COMMON NAILS O Ir—EO(E a FIELD In evch end 4 HOD DOWNS REMM D AT ALL 4 CORNEAS OF JACK SND H4 WITH(4)6d TO aroma'/i•p113'2m &SEE:al>E uRTEss oTOCTAL xoRn S SEE OCTAL eDne NANNC AND 51RAPRNO)a CONNECT STUD TO PLATE ,a4m w,,w ptampry6em 34dmaam,ae/i•an,-Fm Tawe STUD lb STUD PLATE TO RIM �ET-(11CADDWN a Oman. ,min 3n••U.,zBTm DOST TO TOP PLATE TO SND CONNECTION O 16'D.C.33•.at3,•m,: 7GALV.KETAL TE DOWN W/IN 32'OF EACHCORNER OF NAILING & STRAPPING ®EXTERIOR MODEL'BP'BY SIMPSON STRONG TIES ® GALV.METAL TE-GOWN AT CORNER OF STRUCTURE O STRUCTURE aama'/i•a„n MODEL'HDO8/PHD6'BY SIMPSON STRONG TIES MODEL'HTT22'BY SIMPSON STRONG TES WINDOW/ DOOR HEADER punlP¢cmnelaadelomnsm ndaw mmmrma'/i•nt35Sw pamlrpplapyke4nsaMul 3�mn'•0.111.S Pr 6'ncmt wa n,3,• as mx P'/i'0.,135w zm mpmnna'h••nt3tzPr .b Wmmrm Hmmeammm i,m inR'•o.tzs3m ramrW 2 sapai 1•awr4,by.is/Jlong ^ r+m SEAL ARCHITECT PROJECT DRAWNG TITLENA w,•r I14-2020 r WmmmmplxnrDmer 31m mn'y•apszm eMda<eramwn �oj{�PD.^'IAC'y�j. 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SNGCrM+aeme^tmeSNGC N,atlbeeputlmUl4 11,emnsvm I:eawBrmrpwapreeezpevtt•TS'p. dejgrt nmrvznMefnav[49l{42,•SKLf«OraaneeNM deslgrd ImemrSNMOfraNm[fA9g- a• Ca31`53tGCm PFpmedl FnemalCuding:sax. Nproposetl BATHROOM p' ,z IZ• $• EIGSING PLUMB ENERGY NOTES 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR<SSF I• I I IN TO REMAIN 1.ALLCONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL ENERGY DEGREES SHALL BE INSULATED WITH R-3 MINIMUM I ILAv I LAV CONSERVATION CONSTRUCTION CODEWITH 2020 ENERGY CONSERVATION CONSTRUCTION 30.MECHANICAL VENTILATION-SHALLMEETTHE REQUIREMENTS OFTHE IRC2020AND TOB I CODEOF NEWYORK STATE.THE AUTHORITY HAVING JURISDICTION SHALLBE PERMITTED IMC2020 I TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY 11.EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOADS CACULATED PER ACCA 2 REQUIRED BY THIS CODE. MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND POSTED ON A WALL IN 12.LIGHTING-A MINIMUM OF 90%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE THE SPACE WHERE FURNACE 15 LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 HIGH EFFICIENCY LAMPS ASBUILT BASEMENT 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL 13.ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER II BATHROOM EIIISTINO PWMBINO EQUIVALENTTO THE INSULATION ON THE SURROUNDING SURFACES. ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL ENERGY IN TO REMAIN 4.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE CONSERVATION CODE.IT SHALL BE THE RESPONSIBILITY OFTHE GENERAL CONTRACTOR TO INSULATED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE SUBMIT IN DETAILTHE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL MECHANICAL AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW EXISTING OR COMPONENTS AND VERIFY COMPLIANCE. UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY OWNER OR _- S.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS BUILDING DEPARTMENT 2• I-T TO APPROVED S.C.H.D. THAN OR EQUALTO 3 ACHSO IN CZ 4A,5,6A,TESTING SHALL BE CONDUCTED BY AN 14.ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2018 WITHI IZ. �. SEPTIC SYSTEM APPROVED THIRD PARTY 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE �• aco 6.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF 15.M INIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH I ILAV R-8@ TOR GREATER DIAMETER AND R•6 @ DUCTS LESS THAN 3'DIAMETER. SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 NB I I 7.DUCTTESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BYAN CONTROL SYSTEMS I I APPROVED THIRD PARTY 16.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN S.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS ACCORDANCE WITH TABLE R402.4.1.1 APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. � RISER DIAGRAM TABLE R301.2(1) SEAL ARCHITECT PROECT DRAWING ITILE Sr•..e ME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,��P D AR?o L 0 P E R NA 114-2020 WIND TO DAMAGE FROM CE SHIELD Cj JEFFREY SANDS RESIDENCE ENERGY NOTES NMf�R GROUND SIESMIC WINTER UNDERLA- !�I �L ARCHITECT A003 SNOW DESIGN FROST DESIGN YMENT FLOOD '{ 365 RACHAELS ROAD LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS * 1"D * 6EVERGItEEN LANE AND EAST QUOGUE,NY 11942 MATTITUCK 20PSF 140 MPH+ B SEVERE 36• MODERATE SLIGHT TO 11 YES (P PHONE 631.375.5997 DECAY MODERATE 02769A �Q FAX 631.576.8916 NEW YORK SCHEDULES 4-15-2022 lFOF N�1� JEFF@JSA-NY.COM SCTM#1000-108-4-45 A WOOD DECK/ FIREPLACE/CHIMNEY FINISHING BASEMENT/ WOOD DECK/ FIREPLACE/CHIMNEY ADDED TO PERMIT ADDED TO PERMIT F- - - - - - - - - - - -- - - - - - - - -- - - - - ===eF _ = _ 36° CODE COMPLIANT (2) 2X10 TREATED GIRDER o HANDRAIL I � I I � I POURED CONCRETE CHIMNEY s I BUTT AND FOOTING DOWELED AND EPDXIED INTO EXISTING a FOUNDATION 12° OC BOTH I WOOD DECK WOOD BURNING FIREPLACE BOTH WAYS R I WITH GLASS DOORS AND FIRE >< AIR INLET. CHIMNEY I I EXTENDS ABOUT ROOFLINE 2' 5'-3i'_ 10'-3j' ABOVE ANY ROOF 10' AWAY 2X TREATED LEDGER THRU BOLTED TO BOX BEAM r - - -- - - - - - - - - I rri aECH( I EERE 44°FLOOR TO ��� A I I CLEAR s p 44°FLOOR TO I BEDROOM 1 Oo DINING Nq OPENING BEDROOM 4 _ CLEAR® OPENING OO " Q Ir CLOSET 2X4 WALL FRAMING WASHER KITCHEN LIVING 61. DRYER CLOSETOPEN RECREATION UNFINISHED ROOM OMECHANICAL ROOM EP SIDE STAIR 0 ADDED BATH - - - - - -- - - - PIAPANTRY' :.• P LT�cFRt� FruN. _' �AITE� - - - - - - - - - - I 11 ISTORAGE11 I I F I I OQ SMOKE/CO HARDWIRED COMBO DETECTOR I tg I I ; I `" •� II I E COVERED 1oa so FT COVERED PORCH ADDED 0 QS SMOKE DETECTOR HARDWIRED [HkTD-:R—AlLlS— ST PORCH . = •... I 4`.> -- — _ .:'�•*.� NEW MASONRY FIREPLACE CHIMNEY 2TPT LEDGER•BOLTED TO FOUNDATION `� NEW MASONRY FIREPLACE/CHIMNEY Cl I ij I / x o r-7\ - F,-- 3)2X8 GIRDER OEXST NG WALLS TO RFMA N DUSTING WALLS TO REMAIN D PROPOSED SND WALLS PROPOSED STUD WALLS HANDRAIL H RAILS C-- TO BE REMOVE) ] AT STAIR 33 AT TAIR [i_j 10 BE REMOVED • Hi 12'DIA PC SONOTUBS ON 18 6-24• 5'-6` 6-td� Q SMOKE/CO HARDWIRED COMBO DETECTOR Xi8X12 PC FOOTINGS TO 36'BELOW GRADE(3) SMOKE DETECTOR HARDWIRED FOUNDATION FIRST FLOOR 365 RACHELS ROAD, MATTITUCK 365 RACHELS ROAD, MATTITUCK SEAL ARCHITECT PROJECT DRAINING TITLE SGIE oAIE ED Ao 1/4"=1'-0" 11-4-20 L. L 0 P E R JEFFREY SANDS ° ARCHITECT RESIDENCE FLOOR PLANS IS * 6 EVERGREEN LANE 365 RACHAELS ROAD _ _ EAST QUOGUE,NY 11942 MATTITUCK NPHONE 631.375.5997 NEW YORK A100 T von 75- �p� FAX 631.576.8916 4-15-2022 \r=Na JEFF(a1]SA-IVY.COM SCTM#1000-108-4-45 A RIX ,I SITTING OAREA r---------I I PULL DOWN ATTIC I OS I STAIR I L--_---_-J BEDROOM 2 , ! BEDROOM 3 EXISTING RIDGE --------------- -- BATH I \I LAYOUT ADJUSTED ! CLOSET ii CLOSET F------------------- CLOSET -JL------- CLOSET m Q WALK IN 1, BATH 3. 31• CLOSET ` 6'-31' \L-5' 3'-1' 12'-1' 200 SO FT CLOSETS/STORAGE ADDED I NEW MASONRY FIREPLACE/CHIMNEY r EXISTING WALLS TO REMAIN 11 11 11 OO SMOKE/CO HARDWIRED COMBO DETECTOR 0 PROPOSED STUD WALLS QS SMOKE DETECTOR HARDWIRED --� TO BE REMOVED SECOND FLOOR 365 RACHELS ROAD, MATTITUCK SEAL - ARCHITECT PROJECT DRAN,NG TITLE Sf+aF OAh ��PSD aa�y L O P E R 1/4"=1'-0" 11-4-20 JEFFREY SANDS < , OGNNG NWBFR RESIDENCE SECOND FLOOR a ARCHITECT 6 EVERGREEN LANE 365 RACHAELS ROAD * EAST QUOGUE,NY 11942 MATTITUCK LPLAN j, 4 -``'A C- PHONE 631.375.5997 NEW YORK FAX 631.576.8916 Al 10 4-15-2022 FOFN JEFF@JSA-NY.COM SCTM#1000-108-4-45 A NEW METAL -= ! ROOFING NEW WINDOWS TO MATCH EXISTING liBELOW -_...-......._._._._._.._-..._...._.................................._..__.._... _..._.........-- --._..__........_........-- ....._._..--...... ----......-"------ ..__._._.......... . - -- - - --._....__....._ -_._..__....-....-..---......-- _..__....._..... ... .__. __.....__.... NEW SIDING TO _.........__....................._.................----._....._......._.......... -......... _.._........_......-......._......_... ---- ......_.__................................. - ---..........._ MATCH EXISTING ° ..-.._ .._...__ __._..........__...._...._...........................-................ ._............_.............. . .._......__..... NEW ETA ! -- -.....----..-._------.._...-... I' 'R00 NG -- -- -_::::-- -- 2ND FL _._................._..._........._.._... ....._._........_._._._..--- -.. _..._...--._... --...._... -.. ---...-- --... -..._._..._.............. _.............................._......._..._._......__...._. .................. ............ SIDE STAIR - ........._ ....- -- - - ----- ADDED .._...._..---......_..-- ---- - _:::::::: ___...... ..__ ............................... ............ ........... -------........ ._._.. _.... _._..---------"- ......_....._.._........__............._........._.......__........ .....................-................. ............ ...... .. ......... -- ---- - ...................._..... _.................._........................._._......_._.._..----- - ---- --- 1 ST FL. FRONT ELEVATION L NEW PAINTED POSTS _.__.._.._....---- v _........._.._........_-......._.__...........-........-_-._._._._._._.._.._.....__.._. .-.._ ...........__._........._-_........._ ...... ,..:�...+: � e >t_y .. ...._ _....._._-.._.....____-_.__.__-..........._.-_....__._....._._-_......__..___._.__-_______.._........_..._._.... FL ._...____._...___..__.__ ................................__...._............................... ..................................... ..........................._.............-_.................... .-__...__---..-_..._ ------------- --- -- WOOD DECK/ FIREPLACE/CHIMNEY ADDED TO PERMIT x L ....... SIDE ELEVATION SAL ARCN.IT PRD.U DR�.NC TIRE D tiR LOPE R PE1/4"=1'-0" 11-4-20 JEFFREY SANDS ARCHITECT RESIDENCE ¢ �•° -� 6 EVERGREEN LANE 365 RACHAELS ROAD ELEVATIONS A200 _ EAST QUOGUE,NY 11942 MATTITUCK PHONE 631.375.5997 NEW YORK N\TF 02 nq � JEFFa 31.5NY.COM 4-15-2022 OF N- O SCTM#1000-108-4-45 A ' NEW CEILING JOISTS NEW 2X10 // '� STAGGER BOLTED RAFTER 16"OC ,/ ,' TO EXISTING, FULL WITH R30 ,/ ,' LENGTH WHERE INSULATION ,/ ,' POSSIBLE / NEW 2X6 STUDS 16"OC WITH '_� R-21 BATT �/ EXISTING FLOOR SITTING AREA INSULATION /� JOISTS TO REMAIN / / DINING ---._....---------......._-........ ............._ . ........ - ....................... ....: :..:..:..... ..:_.:----:_.............::._.::..::........_::.......:.......::_:..........._ __ _._._..._____.._..____ _........... _._......_-_— _-..........._ ..__........._... ...... ............._. _ F... r _ __ __ __ _ _ __ rr... ..._..._..... ._....._.....---............_.._...........................-..................._.. ............................._ ............. ........... ........... .................................................................. • - - -•-- --••---.-..._..._._ . __._—..........___ ................................................................ .....v f _..._.....__ _.............._.._..._--.._._._...._........._.—_..._.........._.__........__............._- -v:,.:i m-:t .•r.t„�.. _.........._..—_..._....-. ..-._—.....__—.........—. NEW METAL ___....._.-......_.._.._---..—__..—......_._. ... -' ROOFING _-._.......--.....---..... --.._.._.._.__.........__........- ........ - -...-........._- - SECTION L2ND FL. - ---- ------ -. __....._--- _..._.. __ _. -.._......---_..........._._.-....._............_..---- ---- .... ............- F . WOOD DECK FIREPLACE CHIMNEY -- - -. ADDED TO PERMIT ;<. .;,, ........_.__... _.___._...__.......................... _..................... �/ �\ -- SIDE STAIR .. ........ : :. _.. -_......_..-.......----._..--..__........-_._..... ADDED _......__._._.....__........-- SIDE ELEVATION SEAL ARCHITECT PROJECT DRAWiNO TIME e•••r MTE L O P E R ,�� ARCHITECT 1/4°=r-o" a-4-20 Al Cy/ JEFFREY SANDS uu®�NUYHR RESIDENCE SECTION � -+ k 6 EVERGREEN LANE 365 RACHAELS ROAD _ EAST QUOGUE,NY 11942 MATTITUCK NT PHONE 631.375.5997 NEW YORK�0�7Bnh SOC FAX 631.576.8916 A300 4-15-2022 �FOF ND--_--- N JEFF(t�iJSA-NY.COM SCTM#1000-108-4-45 A ''� FRAMING NOTES BUILDING DESIGN NOTES DRAWING LIST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE NG SCHEDULE) THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITIES RETAIN STORM WATER RUNOFF A001 DATA SHEET/DRAWING LIST 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6', AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND PURSUANT TO CHAPTER 236 SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) LAUNDRY ROOMS SHA_L HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" A002 NOTES AND SCHEDULES 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4- THICKNESS BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) OF THE TOWN CODE. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE A003 ENERGY NOTES AND SCHED. ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) 3. BASEMENTS WITH HABTABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING- OPENINGS HALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA 4. DOUBLE JOISTS SHALL BE SET UNDFI2 ALL PARALLEL PARTITIONS FEET AT ALLGROUND� SHALL FLOOR O EININGS AND 5.7 SQU RE FEET AT ALL OTHER OPENINGS. MI IM M WI OPENING DTH (20"), MINIMUMIllSta OPENING HEIGHT (24"} All exterior lighting A100 FOUNDATIONIFIRST FLR PLAN (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ed,replaced or 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET repaired shall conform A110 SECOND FLOOR PLAN SEE FRAMING PLANS FOR MORE DETAILS WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER to Chapter 172 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER LADDER SHALL HAVE A INSIDE WIDTH P AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY of the Town Code A200 ELEVATIONS BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION (SEE SECTION R310 Or THE NYS RESIDENTIAL CODE FOR MORE DETAILS) M 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. A3W SECTIONS PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE ELECTRICAL 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) FOR ENGINEERED WOOD PRODUCTS 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET INSPECTION REQUIRED 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) APPRO ED AS NOTED ? 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7, ALL DESIGNS SHALL BE IN CONFORMANCE DATE: Z�p # joC� NO BEDROOM CHANGE SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) THE FOLLOWING GLAZNG AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS FEE: 3 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WJI SERIES JOISTS (WOOD 1-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS GLAZING U-FACTOR: .33 NOTIFY BUILDING.3A/MAX �J V ALLCEILING R-VALUE: R-49 L JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS �'�` V i_'r�,q,RT AT WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, WALL R-VALUE: R-20 765-1802 8 AM TO PM FOR THE COMPLY WITH ALL CODES O AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS FLOOR R-VALUE: R-19 FOLLOWING INSPECTIONS: HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS BASEMENT R-VALUE: R-10/13 1. FOUNDATION - TWO REQUIRED NEW YORK STATE & TOWN CODES ' R B PERMITER: -10 (DEPTH OF 2) 12. ALL JOISTS SHALL HAVE 1 1/2" BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) SLAFOR POURED CONCRETE S REQUIRED AND CONDITION CRAWL SPACE : R-10/13 OF 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16" O.C. MIN 2.$, THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN 3. ROUGH SULAT- FRAMING & PLUMBING W INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL WIND ZONE 140 MPH (3 SECOND GUSTS) WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. EXPOSURE D 4. FINAL - CONSTR T'''N MUST "'" NINu E)AfiD GROUND SNOW LOAD 25 PSF BE COMPLETE Ft:=• ) 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS ALL CONSTRUCTI--;v S, ALL MEET THE A 4 TRUSTEES 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR DEAD LOAD 40 PSFSOLAR PANEL LOAD S PSF REQUIREMENTS OF THE CODES OF NEVI, OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE YORK STATE. NOT RESPONSIBLE FOR 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING DESIGN OR CONSTRUCTION ERRORS. 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 10. WIND BORNE DEBRIS PROTECTION (PER R301.2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ) 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF OCCUPANCY OR 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL HURRICANE FORCE W VDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH NTH 2 1/2" #6 WOOD SCREWS ® 16" O.C. FOR PANELS LESS AND NOT LESS THAN 3" ON CONCRETE OR MASONRY LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE (SEE R301.2.1.2 FOR MORE DETAILS) USE IS UNLAWFUL WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS WITHOUT CERTIFY.7 (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED ® 16" O.C. PARALLEL AND IN UNE WITH THE ROOF RAFTERS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED OF OCCUPANCYIt 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH 12. ALL EXTERIOR FlNISHE`•^tyALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 13. ALL ROOF OVERHANGS SNALL RELIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) PLUMBER CERTIFICATION C 0 N C R E TE/ MASONRY NOTES 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE ON LEAD CONTENT BEFORE 30 ® 3 CERTIFICATE OF OCCUPANC l 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE ' - - SOLDER USED IN WATER ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 © - _ PLUMBINCi SUPPLY SYSTEM,CANNOT 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED © 1 ALL PLUMBING WASTE EXCEED 2/10 OF 1% LEAD. FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 1 &WATER LINES NEED 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BERING CAPACITY OF TWO TONS PER SQUARE FOOT ® ® I TMING BEFORE COVERING 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE I 1 I O SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 5. ALL CONCRETE SHALL BE 3000PSI AT 28 GAYSO I © © I 4• 5O O 4' S FIRST OND DOR- 548 SQ ET 6. THE CONCRETE: CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE ' TOTAL L I YI NG 12G6 SQ FT SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 4• 4' 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL ZONE 1 ZONE 2 ZONE 3 ZONE 4 PROPOSED 2ND FLR - 200 SF BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. ZONE 5 ZONE 6 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. FIELD 12" O.C.12" O.C. TOTAL LIVING PROP. 14ci& SF PANEL EDGES 6" O.C. 6" O.C. 9. ALL REINFORCI_MENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT PROP.GO\/ERED PORCH 108 SF AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS WALL SHEATHING NAILING SCHEDULUE ROOF NAILING SCHEDULUE 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 140 MPH WIND ZONE (3 SECOND GUSTS) 140 MPH WIND ZONE (3 SECOND GUSTS) USE 1/0 CDX WALL SHEATHING USE 1/2" COX ROOF SHEATHING FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH 61) COMMON GALVANIZED NAILS Blower door 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED r% nd ductwork GODS GOMPL I ANGE REFERENGES: 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS 2020 RESIDENTIAL CODE OF NEW YORK testing required. SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 2020 MEGHANIGAL GODS OF NEW YORK FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING 2020 PLUMBING GODS OF NEW YORK 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS 2020 I EGG NYS GODS 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY ENGINEERED STRUGTURAL COMPONENTS PER ASGE -7-2016 LAND IQUID ASHES. CURING COMPOUNDS, SHALL EL EREHICDE , INGS LEVELRADDMIXSURFACE RS THAT TRITIESRFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. ADD I TI ONFLOOD DESIGN LOADS PER ASGE 24-2014 EDITION 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY UNTELS, OR MASONRY ARCHES SEAL --- ARCHITECT PROJECT DRAWING TITLE SCALE DATE DESIGNED TO ACCEPT LOAD IMPOSED r f.�, L 0 P E R GENERAL DRAWING NUMBER NA 10-24-2020 y�, 17. THE BOTTOM CF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE C-, / °' 1 JEFFREY SANDS 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE �A�(r •, ~ sttl ARCHITECT RESIDENCE NOTES, 365 RACHAELSROAD 6 EVERGREEN LANE DRAWINGS t t EAST QUOGUE, NY 11942 M ATTI TU CK PHONE 631.375.5997 NEW YORK LIST NAILING AhV01 '' �} FAX 631.576.8916 DIAGRAMS JGFF@JSANY.COM SCTM#1000-108-4-45 _.._ A TABLE R602.3(1) FASTENING SCHEDULE RAFTER TiES ® 16" O.C. NUMBER AND TYPE Nail each layer as follows:32" MODEL 'CS20' „ IT'M DESCRIPTION OF BUILDING ELEMENTS OFFASTENER"•b•` SPACING AND LOCATION °-c, MIN (14) 10-D r I Z 20d common(4"x 0.192'):or at top and bottom and NAILS Roof staggered 24"o.c.face nail at top and O 4-8d box(21/2"x 0.113")or 27 or Built-up girders and beams,2-inch lumber 3"x box(3"x 0.128");or bottom RIDGE O o 3-8d common W/2"x 0.131"); layers 3"x 0.737"nails Blocking between ceiling joists or rafters to top plate 2 Toe nail staggered on opposite sides O O 3-10d box(3"x 0.128");or 3-3"x 0.131"nails And: O O 2-20d common(4"x 0.192");or Face nail at ends and at each O O 4-8d box(2'/2"x 0.113");or 3-1 Ed box(3"x 0.128");or splice d common(21/"x 0.131";or 3-3"x 0 131"nails O Ceiling joists to top plate 3-8 z ) Perjoist,toe Hall 3-10d box(3'x 0.128");or 3-3"x 0.131"nails 4-16d box(3'/2"x 0.135");or 28 Ledger strip supporting joists or rafters 3-16d common(3'/2"x 0.1621;or At each joist or rafter,face 4-1 Od box(3"x 0.,28'1;or 4-1 Od box(3"x 0.128");or nail R802.5.2 and Table attached to parallel raker,laps over partitions(see5ection 1 ROOF RAFTER 8802.5.2 and Table 8802.5.2) 3-16d common(3'/2"x 0.162");or Face nail 4-3"x 0.131"nails 4-3"x 0.131"nails 2-10d box(3'x 0.128'),or 2-8d common Ceiling joist attached to parallel rafter heel joint)(seeSection 88Table 8802.5.2 Face nail 02.5.2 and 29 Bridging or blocking to joist (21/2"x0.131";or 2-3"x 0.131")nails Each end,toe nail Table 8802.5.2) SPACING OF FASTENERS 4-10d box(3"x 0.128"):or Collar tie to rafter,face nail or 1/4"x 20 ga ridge strap toITEM DESCRIPTION VUMBER AND 3-10d common(3"x 0.748");or Face Had each rafter Intermediate rafter 4-3"x0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER,b•4 Edges O RAFTER-TO-RAFTER CONNECTION TYP. EACH RAFTER Unches)h supports`" 3-16d box nails(3'/2"x 0.135");or 2toe nails onone side and l 1 (inches) MODEL 'CS20' BY SIMPSON STRONG TIES Raper or roof truss to plate 3.10d common nails(3"x 0.148");or toe nail Wood structural panels,suon bfloor,roof and interior wall sheathing to framing andparticleboard wall sheathing to framing 4-10d box(3"x 0.128"),or oppositeside of each [see Table 8602.3(3)for wood structural panel exterior ova//speaking to wal/framing] 4-3"x 0.131"nails rafter or truss' 416d(31/2'x0.135");or 30 3/8^ 6d common(2"x 0.113'1 nail subfloor,walfi -1/2^ 8dcommon(21/2"x0.131'1nail(roof);or RSRS-01(Ja/a"x 0.113')nail 6 12' CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF 3-10d common(3"x0.148");or Toenail (roof VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 4-10d box(3"x 0.128"),or 43"x0.131"nails MANUF'S INSTRUCTIONS Roof rafters to ridge,valley or hip rafters or roof rafter 31 1'/31"-1" 8d common nail(2'/2"x 0.131");or RSRS-01;(23/8"x 0.113")nail(roofs 6 12' to minimum 2"ridge beam 3-16d box 3%"x 0.135");or RAFTER TIES i t " 10d common(3"x 0.148")Hai;or ' LTWGT ARCHITECTURAL 2-16d common(3112'x 0.162");or End nail 32 1/1'-i/4 , 6 12 ® 16' O.C. 3-1Od box(3"x 0.128"):or 8d(2'/2"x 0.,31")deformed nail MODEL 'CS20' SHINGLES SHINGLES OVER # 15 ROOFING FELT OVER 3-3"x0.131"nails Other wall sheathings 1/2" THK (CDX.) Wall PLYWOOD 33 1/2"structural cellulosic fiberboard 1'/2•galvanized roofingnall,7f,6"head diameter,orl'/4"long 16 ga. 3 6 1" MIN. AIR SPACE 16d common(31/2"x 0.162') 24"o.c.face nail sheathing staple with 7/16"or 1"crown Stud to stud(not atbraced wall panels) 10d boz 3"x 0.128";or 21132"structural cellulosic 13/"galvanized roofing nail,7� head diameter,or 1'/•ton 16 a. ( ) 16"o.c.face nail 34 a B g tb z g g 3 6 3"x 0.131"nails fiberboard sheathing staple with 7/16"or 1"crown ,6d box(3'/2"x 0.135");or it/"galvanized roofing nail;tta le galvanized, RIDGE BOARD OR Stud to stud and abutting studs at intersecting wall corners 3"x0.137^nails 12"o.c.face nail 35 1/2^gypsum sheathmgil z g B P g 7 7 ROOF RAFTERS BEAM (SEE PLANS) (at braced wall panels) 1'/2"long;11'/,,"screws,TypeNorS (SEE PLANS FOR 1/4"galvanized roofing nail;staple galvanized, SIZE & SPACING 16d common(3'/2"x 0.162") 16"o.c.face nail 3 36 1/8"gypsum sheathing° 7 7 , is/ Ion 1s! screws,Type NorS 16d common(3'/2"x0.162') 16"o,c.each edge face nail 8 g; 8" INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF 0 Built-up header IT'tot"header with'/2"spacer) 16d box(3'/2"x 0.135") 12"o.c.each edge face Had Wood structural panels.combination subfloorunderlaynenttoframing AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 5-8d box(21/2"x 0.113");or 37 314"and less 6d deformed(2"x 0.120")nal;or(2 6 12 O TYP. RIDGE VENT DETAIL 1 1 Continuous header to stud 4-8d common(21/2'x 0.131');or Toe nail 8d common /2"x 0.131")nail 4-10d box(3"x 0.128") 8d common(2'12"-0.131")nail;or 38 7/8^-1 8d deformed W/ 0.,20")rail 6 12 16d common(31/2"x 0.162") 16"o.c.face nail 2�x ' 10d box(3'•x 0.128");or 39 11/1'-1'!4" 1 O common(3'x 0. 148'1 nal;or 6 12 ROOF RAFTERS 2 Top plate to top plate 3"x 0.131"nads 12"o.c.face nail 8d deformed(21/2"x 0.120")nail RAFTER CONNECTOR 8-16d common(3'/2'x 0.162");or Face nail on each side of end MIN (14) 10-D NAILS joint 12-16d box(31/"x 0.135");or 3 Double top plate splice 2 (minimum 24"lap splice ROOF RAFTERS 2X4 OR 2X6 LL STUD 5/8" GYPSUM BOARD DBL. TOP PLATE 12-10d box(3"x 0.128");or length each 12.3"x0.131"nails side of end joint) RAFTER CONNECTOR 2X4 OR 2X6 WALL STUD 16d common(31/2'x 0.162") 16"o.c.face nail ® 16" O.C. �, SIMPSON CS-16 - CUT AT 2 " SIDING 20 8D - 2-1/2" GALVANIZED -4 4 Bottom plate to joist,rim joist band joist or o DBL. TOP PLATE NAILS - AT EVERY STUD blocking(not at braced wall panels) 16d box(37/2"x 0.135");or 12"o.c.face nail FELT OR HOUSEWRAP 3"x 0.131"Halls ° MIN (14) 10-D NAILS FLOOR JOIST Simpson LTP5 ALL TAPED JOINTS SEALEDE SIMPSON 16" o.c- 3-16d box(3'/2"x 0.135');or 3 each 16"o.c.face nail ____ LTPS 2X6 ACQ SILL PLATE , Bottom plate to joist rim joist,band joist or 16 o.e 5/8" COX PLYWOOD 5 2-16d common(3'/2'x 0.162");or 2 each 16"o.c.fate nail 5/8- X 14" ANCHOR BOLTS EVERY 3' O.C., H blocking(at braced wall pane0 4each 16"o.c face nail NO MORE THAN 1' FROM ANY CORNER OR SHEATHING 4-3"x0.731"nails END OF 2X6 ACO SILL PLATE - USE 3" SQUARE ° BEARING PLATE UNDER NUT 4-8d box(2'/2"x C.113");or o o FOUNDATION FLASH AND BATT INSULAT10 3-16d box(3/2"x 0.135");or FOUNDATION 2" CLOSED CELL SPRAY FOAM •" 4-8d common(2'/2"x0.131");or Toenail RECOMMENDED - PLACE LTP4 AND R-15 FIBERGLASS INSULATION 4-10d box(3"x 0.1281;or where Studs dant STRAPPING OVER SHEATHING 6 Top or bottom plate to stud 4.3"x0.131"nails align W/ rafter3 ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2"X 6" STUDS ® 16"O.C. 3-16d boxx0.135");or O RAFTER TIE DETAILS TYP. ® EACH RAFTER ® FOUNDATION WITH FLOOR JOISTS-WALL STUDS TO ACO SILL PLATE O TYPICAL EXTERIOR WALL CONSTRUCTION © RAFTER TIE DETAILS TYP. ® EACH RAFTER 2-16d common (3'!2'x 0.162");or End nail 3-1 Od box(3"x0.-28");or MODEL 'LTS' BY SIMPSON STRONG TIES MODEL 'MTS30' BY SIMPSON STRONG TIES 3-3"x 0.131"nails 3-1 Ed box(3"x 0.'28");or "SIMPSON" HDQ8 2-16d COMMON 7 Top plates,laps at corners and intersections 2-16dcommon(31/2'x0.762");or Face nail "SIMPSON" PHD NAILS ® 6" o.c. 3-3"x0.131"nails FOR FULL LENGTH Use every other nail hole PLATES 3-Sd box(2'/'•x(.113");or in a row to provide the 12" OF STUD z code-required minimum END 2-8d common(2'/2"x 0.131");or center-to-center LENGTH 8 1"brace to each stud and plate Face nail 2-10d box(3"x 0.'26");or spacing for nails 2 staples 1314" MIN (14) 10-D NAILS EA. I^ BLOCKING ENDWALL 3-8d box(2112"x C.1131;or WALL STUD _ le II A 2-8d common(21/2"x 0.131'1;or 3 CUT 9 1"x 6"sheathing to each bearing Face nail 2-10d box(3"x 0.'28");or BASE PLATE LENGTH 2 staples,1"crown,16 ga.,13/4"long C AR SPAN 3-8d box(21/2"x C.113");or GALV. MEATL STRAP D 3-8d common(2'12"-0.,31");or ® 16" O.C. B E 3-1Odbox(3"x0.'28");or MODEL 'CS20' HEADER 12" C 3 staples,t"crown,16 ga.,13/4"long RIM JOIST 0 1"x8"and wider sheathing toeach bearing Face nail _ "SIMPSON" HDQ8 wderChant"xs" DBL TOP PLATE ,2 4-8d box W/2"xC. ITT or END "SIMPSON" PHD LENGTH F 3-8d common(2'/2"x0.131");or WALL STUD Provide mf'nirpuum 1" NOTE' 3-1Odbox(3"x0:28");or end di3tarl 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN (14) 10-D NAILS 4 staples,1"crown,16 ga.,13/4"long WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM Equal number of SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d Floor specified nails COMMON NAILS®6"o.c. EDGE &FIELD to each end 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD STRUCTURE UNLESS OTHERWISE NOTED. H4 WITH (4} 8d TO 4-8d box W/2"x CA 13");or 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & CONNECT STUD TO PLATE t joist to sill,top plate or girder 3-8dcommon(21/2"x 0.131'1;or Toenail STUD TO STUD PLATE TO RIM x 0.'28") 7 DETAIL (HOLDOWN & CONN). 3-10d box(Y ;or JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.C. GALV, METAL TIE DOWN W/ IN 32" OF EACH CORNER OF 3-3"x0.131"nails MODEL 'BP' BY SIMPSON STRONG TiES ® GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE O STRUCTURE NAILING & STRAPPING © EXTERIOR 8d box W/2"x0.113'1 4"o.c.toe nail MODEL 'HDQ8/ PHD6' BY SIMPSON STRONG TIES MODEL 'HTT22' BY SIMPSON STRONG TIES WINDOW/ DOOR HEADER 2 Rim joist,band joist or blocking to sill or top plate(roof applications also) 8d common(2'/2"x),*or ");or 110d box(3"x 0.128");or 6"o.c.toe nail TABLE R602.70.4 3"x 0.131"nails BRACING METHODS 3-Bd box(2'/,"x CA 13");or 2-Bd common(2'/2'x 0.131");or MINIMUM CONNECTION CRITERIA' 3 1"x 6"subnoor or less to each joist Face nail METHODS,MATERIAL FIGURE 3-lGd box(3"x 0.-28");or THICKNESS Fasteners Spacing 2 staples,1"crown,16 ga.,13/4"long Exte,ror SEAL " -•-'.a ARCHITECT PROJECT SCALE GATE Floor she,'hrgper 6^edzest2' r,• ~. I i /^ r DRAWING TITLE CS-WSP 73t'e field f �- ��. L 0 P E R NA 11-4-2020 4 2"subfloor to joist or girder 3-16d box(3/2'x 0.135'1;or Blind and face nail sheathed - 2-16d common(3'/2"x 0.162") 3/9• II , DRAWING NUMBER wocd I -Interior �,; - JEFFREY SANDS FASTENER structural j --14 sheathing per •��� '- �1 �I RESIDENCE Vanes by . ARCHITECT SCHEDULES 3-16d box m/2"x0."x 0.162 �at., �� 365 RACHAELS ROAD 5 2"planks(plank&beam-floor&roof) At each bearing,face Hall pan-1 fastener 3 t 2-16d common(3/2"x o.16z'1 F5'=::. ';or a- a 6 EVERGREEN LANE EAST VOGUEQ , NY 11942 MATTITUCK AND ,✓' 3-10 box("x 0.12/2'x 0.162") c' "f J rt`:' ,� PHONE 631.375.5997 4-10 box(3"x o.t2e"),or The continuous) shea '- , / "` 1 NEW YORK DIAGRAMS 002 6 Band or rim joist to joist 4-3"x 0.131"nails or End nail y ,r ' (" f 7 with Coble 8602"10.4, - P continuously sheathed wood structural panel, ,I'�„ FAX 631.576.8916 4-3"x 14 ga.staples,/16"crown exterior sheathing nail ng p ttern shall be 6"an edges and 12"in field. Minimum /-'• - -"„, length of braced wall in accorclance witnO`' O�- 4,;' .'F JEFF(&,JSA-NY.COM SCTM#1000-108-4-45 A [NY]TABLE R405.5.2(1) TABLE R402.4.1.1 SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS AIR BARRIER AND INSULATION INSTALLATIONa BUILDING COMPONENT STANDARD REFERENCE DESIGN PROPOSED DESIGN Skylights None. As proposed COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Type:mass,where the proposed wall Is a mass wall;otherwise,wood frame. As proposed Thermally isolated None. As proposed anvelope. continuous air barrlershall be installed in the building P P e sunrooms General requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a Gross area:same as proposed. As proposed air barrier. sealing material. The air leakage rate at a pressure of 0.2 inch w.g.(50 Pa)shall be The measured air exchange rate? Breaks orjoints in the air barrier shall be sealed. Above-grade walls U-factor as specified inTable R402.1.4. As proposed Climate Zonesl and 2:5 air changes per hour. Climate Zones3 through 8:3 air changes per hour. The airbarnerin any dropped ceiling or sofa shall be alignedwith the Insulation and any gaps In thealrbarrier Solar absor Cance=0.75. As proposed The insulation in any dropped ceiling/soffit shall be P The mechanical ventilation rate shall be in addition to the air leakage rate and The mechanical ventilation rateb Ceiling/attic shall be sealed. aligned with the air barrier shall be the same as in the ro osed di n,but not greater than Access openings,drop down stairs or knee wall doors Emittanre=0.90. As proposed Air ezcharge rate P P g 8 shall be in addition to the air to unconditioned attic spaces shall be sealed. 0.03 x CFA+7.5 x(Nbr+1) leakage rate and shall be as Type:same as proposed. As proposed where: propcsed. Cavities within corners and headers of frame walls CFA=conditioned floorarea ftz shall be insulated by completely filling the cavity Nbr=number of bedrooms. The junction of the foundation and sill plate shall be sealed. with a material having a thermal resistance, Basement and crawl space Gross area:same as proposed. As proposed Walls The junction of the top plate and the top ofextedor walls R-value of not less than R-3 per inch. walls Energy recovery shall not be assumed for mechanical ventilation. shall be sealed. Exterior thermal envelope Insulation for framed U-factor as specified inTable R402.1.4,with the insulation layer on the As proposed Knee walls shall be sealed. walls interior side of the walls. Where mechanical ventilation is not specified in the proposed design.None shall be installed in substantial contact and Where mechanical ventilation is specified In the proposed design,the annual continuous alignment with the air barrier. Type:wood frame. As proposed vent fan energy use,in units of kWh/yr,shall equal: (ilea x[0.0876 x CFA+65.7 x(Nbr+1)] Windows,skylights and doors The space between framing and skylights,and the jambs - here: Above-grade floors Gross area:same as proposed. As proposed Mechanical ventilation wAs proposed of windows and doors,shall be sealed. et=the minimum exhaust fan efficacy,as specified inTable R403.6.1, corresponding to a Flow rate of 0.03 x CFA+7.5 x(Nb+I) Rim joists Rim joists shall include thea/r barrier. Rim joists shall be insulated. U-(actor as specified inTable R402.1.4. As proposed CFA=conditioned floor area,ftz. Nbr=number of bedrooms. Floor framing cavity insulation shall be installed to Type:wood frame. As proposed maintain permanent contact with the underside of Floors,Including cantilevered subtloor decking.Alternatively,floor framing Ceilings Gross area:same as proposed. As proposed (Gain,in units of Btu/day per dwelling unit,shall equal: The airbarnershall be Installed at any exposed edge of cavity insulation shall be in contact with the top side g P P P P 17,900+23.8x CFA+4,104 xNbr floors and Floors above insulation, of sheathing,orconnnuous insulation installed on Sameas standard reference garages U-factor.as specified inTable R402.1.4. As proposed Internal gains where: di n. the underside of floor framing;and shall extend CFA=conditioned floor area,ftz. g from the bottom to the top of all perimeter floor Type:composition shingle on wood sheathing. As proposed Nbr=number of bedrooms. framing members. Sameas standardreference Exposed earth in unvented crawl spaces shall be covered Crawl space insulation,where provided instead of Gross area:same as proposed. As proposed Crawl space walls with a Class I vapor retarder with overlapping joints floor insulation,shall be permanently attached to P p P P design, Roofsplus my additional taped. the walls. Internal mass for furniture and contents:8 pounds per square foot of floor Solar absorptance=0.75. As proposed Internal mass area. mass specifically designed as Duct shafts,utility penetrations,and flue shafts a thermal storage element`but Shafts,penetrations opening to exterior or unconditioned space shall be - Emittance=0.90. As proposed not integral to the building sealed. envelope or structure. Attics Type:vented with an aperture of 1 ft?per 300 ftz of ceiling area. As proposed For masonry floor slabs:80 percent of floor area covered by R-2 carpet Batts to be installed In narrow cavities shall be cut to As proposed fit or narrow cavities shall be filled with Insulation and pad,and 20 percent of Floor directly exposed to room air. Narrow cavities - that on installation readily conforms to the available Type:same as proposed. As proposed Structural mass For masonry basement walls:as proposed,but with insulation as specified in cavity space FoundationsAs proposed Foundation wall area above and below grade and soil characteristics:same as As proposed Table R402.1.4,located on the interior side of the walls. proposed. For other walls,ceilings,floors,and interior walls:wood frame construction. As proposed Garage separation Air sealing shall be provided between the garage and - conditioned spaces. NOTE: NEW WINDOWS TO Area:40 fit. As proposed For other than electric heating without a heat pump:as proposed. Recessed light fixtures installed in the building thermal Where the proposeddesignutilizes electric heating without a heat pump,the Recessed lighting envelope Recessed light fixtures installed in the building Opaque doors Orientation:North. As proposed Heating system e standard reference design shall be an a source heat pump meeting the As proposed shall be sealed to the finished surface. thermal envelope shall be air tight and IC rated. BE ANDERSEN �'f requirements of5ection C403 of the IECC-Commercial Provisions. LA'O O SERIES U-factor same as fenestration as speciflediabie R402.1.4. As proposed Capacity:sized in accordance with Section R403.7. In exterior walls batt insulation shall be cut neatly to Plumbing and wiring _ fit around wiring and plumbing,or insulation,that TILT AND WASH WITH Total area^= As proposed Cooling systemsdt As proposed.Capacity:sized in accordance withSection R403.7. As proposed on installation readily conforms to available space, ��/A�R 7� shall extend behind piping and wiring. LOW E4 /Sl�"11 RTSUN (a) The proposed glazing area,where the proposed glazing area is less As proposed.Use:same as proposed design. As proposed than 15ercent of theconditioned floorarea Use,in units of The air barrier instal led at exterior wal/sadjacent to P Exterior wa//sadjacent to showers and tubs shall be Service water heatine e•L a gal/day=30+(10 xNbr) Shower/tub on exterior wall showers and tubs shall separate the wall From the (b) 15 percent of the conditioned floor area,where the proposed glazing area where: shower or tub. insulated. U-VALUE .rte/L/A, SHGC-.19 Aii-number of bedrooms. is The airbarriershall be installed behind electrical and 15 percent or more of theconditioned floorarea. Duct insulation:In accordance with Section R403.3.1. Electrical/phone box on exterior walls communication boxes.Alternatively,air-sealed boxes - A thermal distribution system efficiency(I)SE)of 0.88 shall be applied to shall be installed. both the heating and cooling system efficiencies for all systems other than tested duct systems. Duct iisulation:as proposed. HVAC supply and return register boots that penetrate Thermal distribution Exception:For nonducted heating and cooling systems that do not have a As lested or,where not tested,as HVAC register boots building therma/enve/opeshalt be sealed to the subfloor, - Vertical fenestration other Orientation:equally distributed to four cardinal compass orientations systems fan,the standard reference designthermal distribution system efficiency specifed in wall covering or ceiling penetrated by the boot. than opaque doors As proposed (DSE)shall be 1. Table R405.5.2(2) (N,E,5&W). For tested duct systems,the leakage rate shall be 4 dm(113.3 Umin)per Where required to be sealed,concealed fire sprinklers shall 100 ftz(9.29 rrt)of conditioned floorarea at a pressure of differential of only be sealed in a manner that is recommended by the U-factor as specified inTable R402.1.4. As proposed 0.1 inch w g.(25 Pa). Concealed sprinklers manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover SHGC as specified inTable R402.1.2 except for climate zones without an plates and walls or ceilings. As proposed Type:Manual,cooling temperature setpoint=75°F; Sameas standard reference SHGC requirement,the SHGC shall be equal to 0.40. Thermostat heating temperature setpoint=72°F. deslgt. Interior shade fraction:0.92-(0.21 x SHGC for thestandard reference design). Interior shade fraction:0.92- (0.21 x SHGC as proposed) External shading:none. As proposed 4' BATHROOM 2' ENERGY NOTES 9.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR<55F ')- r 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL ENERGY DEGREES SHALL BE INSULATED WITH R-3 MINIMUM 12' �. EXISTING PLUMBING CONSERVATION CONSTRUCTION CODE WITH 2020 ENERGY CONSERVATION CONSTRUCTION 1O.MECHANICAL VENTILATION-SHALL MEETTHE REQUIREMENTS OF THE IRC 2020 AND I IN TO REMAIN CODE OF NEW YORK STATE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED IMC 2020 I ILAV I LAV TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY 11.EQUIPMENT SIZING-PER ACCA MANUALS,BASED ON LOADS CACULATED PER ACCA TUB I WC I REQUIRED BY THIS CODE. MANUAL AS PROVIDED BY ATHIRD PARTY HERS RATER I 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND POSTED ON A WALL IN 12. LIGHTING-A MINIMUM OF 90%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE Y 4� THE SPACE WHERE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 HIGH EFFICIENCY LAMPS 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL 13.ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER it EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL ENERGY 4.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE CONSERVATION CODE.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSULATED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF EXISTING PLUMBING IN 70 REMAIN REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL MECHANICAL AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW EXISTING OR COMPONENTS AND VERIFY COMPLIANCE. UPGRADED)STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY OWNER OR 5.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS BUILDING DEPARTMENT THAN OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A,TESTING SHALL BE CONDUCTED BY AN 14.ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2018 WITH APPROVED THIRD PARTY 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE TO APPROVED S.C.H.D. 6.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 4"Co SEPTIC SYSTEM R-8 @ 3'OR GREATER DIAMETER AND R-6 @ DUCTS LESS THAN 3'DIAMETER. SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 7.DUCTTESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN CONTROL SYSTEMS APPROVED THIRD PARTY 16.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN 8.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS ACCORDANCE WITH TABLE R402.4.1.1 APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. � RISER DIAGRAM TABLE 13301.2(1_) SEAL ARCHITECT PROJECT DRAWING TITLE SCALE DATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA f"`' t-f`'� L 0 P E ED NA 11-4-2020 r (��yf DRAWNG NUMBER ` ? JEFFREY SANDS WIND SUBJECT TO DAMAGE FROM ICE SHIELD (:, ' s '' RESIDENCE NERDY NOTES »s �; GROUND SIESMIC WINTER UNDERLA- a} ARCHITECT SNOW DESIGN FROST DESIGN FLOOD 365 RACHAELS ROAD LOAD SPEED MPH CATEGORY WEATHERING UNE TERMITE DECAY YMENT HAZARDS 7' i � • � i AND TEMP REQUIRED � � 4' 6 EVERGREEN LANE A `I D DEPTH �l t' f EAST QUOGUE, NY 11942 MATTITUCK 20PSF 140 MPH + B SEVERE 36" MODERATE SLIGHT TO 11 YES �% / PHONE 631.375.5997 NEW YORK SCHEDULES DECAY MODERATE �' r ) /, A003 FAX 631.576.8916 JEFF@JSA-NY.COM SCTM 1000-108-4-45 �� # A I I I I I WOOD DECK I I I - - - - - - - - - - - L - - - - - - i I BEDROOM 1 DINING (L Ob L I I i Ob KITCHEN I LIVING CLOSET Q i PANTRY I I O 0 - - - - - - - - - - - - - - - - - - - - - - - � I BATH - - - - - - - -) P(-PT TEU-1 FOUND+ - - - - - - - - - - - --J STORAGE It I `D ICOVERED 108 SQ FT COVERED PORCH ADDED Ln _C PORCH 2XrPT LEDGER BOLTED TO FOUNDATION \ / - - - - .0)2X8 PI GIRDER - 0 EXISTING WALLS TO REMAIN - 3 2X8 GIRDER - 0 EXISTING WALLS TO REMAIN ----------- ------------ - -1 '- r - - - 0 PROPOSED STUD WALLS 0 PROPOSED STUD WALLS 8'-52" 9'-O" [__] TO BE REMOVED [__] TO BE REMOVED 54. MIA PC SONOTUBS ON 18 9'-0" 9'-O" X18X12 PC FOOTINGS TO ql 18'-O" 36' BELOW GRADE (3) FOUNDATION FIRST FLOOR 365 RACHELS ROAD, MATTITUCK 365 RACHELS ROAD, MATTITUCK SEAL _ ARCHITECT PROJECT DRAWING TITLE SCALE DATE L 0 P E R 1/4"=1'-0" 11-4-20 DRAWING NUMBER JEFFREY SANDS RESIDENCE ARCHITECT FLOOR PLANS I, - F 6 EVERGREEN LANE 365 RACHAELS ROAD EAST QUOGUE, NY 11942 MATTITUCK PHONE 631.375.5997 NEW YORK FAX 631.576.8916 A100 JEFF(&JSA-NY.COMSCTM#1000-108-4-45 A D i SITTING AREA BEDROOM 2 L J BEDROOM 3 DXISTING RIDGE --------------- -\ ------------------ z -=04 T CLOSET CLOSET �K14 WALK IN STORAGE BATH CLOSET L 11'-9 ' 11 9'-3 ' 31. 'j i II II j i it i, III i I' A 200 SQ FT CLOSETS/STORAGE ADDED j II II LLD(ISTING WALLS TO REMAIN jf , O PROPOSED STUD WALLS TO BE REMOVED SECOND FLOOR 365 RACHELS ROAD, MATTITUCK SEAL p - ARCHITECT PROJECT DRAWING TITLE SCALE DATE L O P E R 1/4 =1'-0 11-4-20 ' DRAIMNG NUMBER JEFFREY SANDS R E S I D E N C EARCHITECT SECOND FLOOR 6 EVERGREEN LANE 365 RACHAELS ROAD EAST QUOGUE, NY 11942 M A TTI TU CK PHONE 631.375.5997 NEW YORK Al 10 PLAN FAX 631.576.8916 JEFF(&,JSA-NY.coM SCTM#1000-108-4-45 A NEW METAL ROOFING NEW WINDOWS TO MATCH EXISTING BELOW NEW SIDING TO ------- MATCH EXISTING -et -00 E - N6 �'ETAL NOO�,,ING 2ND FL. 00 1ST FL. FRONT ELEVATION NEW PAIKED POSTS co NEW METAL co ROOFING 2ND FL. 2ND FL. 4 co 00 ST FL. 1ST FL. SIDE ELEVATION SIDE ELEVATION SEAL ARCHITECT PROJECT DRAWING TITLE SCALE LO 1/4ItTDATE O 6it 11-4-20 , DRAWING NUMBER JEFFREY SANDS ARCHITECT RESIDENCE -365 RACHAELS ROAD 6 EVERGREEN LANE ELEVATIONS I EAST QUOGUE, NY 11942 MATTITUCK 0 0 PHONE 631.375.5997 NEW YORK FAX 631.576.8916 JEFF9,JSA-NY.COM SCTM#1000-108-4-45 ♦ NEW CEILING JOISTS NEW 2X10 �� STAGGER BOLTED RAFTER 16"OC TO EXISTING, FULL WITH R30 LENGTH WHERE INSULATION o,� POSSIBLE e i ♦ i e � NEW 2X6 STUDS ♦ i� 16"OC WITH ���- ♦♦ �� R-21 BATT -«�►♦ i EXISTING FLOOR SITTING AREA =; INSULATION i '� JOISTS TO REMAIN i DINING II i 0 0 •*i, O � M i O O • O O I o ap 0 0 0 0 SECTION SEAL ARCHITECT PROJECT DRAWING TITLE SCALE DATE 0 P E R 1/4"=1'-0" 11-4-20 JEFFREY SANDS DRAVANG NUMBER ARCHITECT RESIDENCE SECTION 6 EVERGREEN LANE 365 RACHAELS ROAD ,• ,-,r EAST QUOGUE, NY 11942 M A TTI TU CK PHONE 631.375.5997A300 NEW YORK FAX 631.576.8916 JEFF@JSA-NY.COM ``•1,nr= i':'; ;:r." SCTM#1000-108-4-45 A