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HomeMy WebLinkAbout46987-Z oOs �GpG Town of Southold 6/8/2022 yam , P.O.Bog 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43130 Date: 6/8/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 465 Mailler Ct., Southold SCTM#: 473889 Sec/Block/Lot: 70.-9-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2021 pursuant to which Building Permit No. 46987 dated 10/15/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, front and rear covered porches and attached garage as for per ZBA#7374, dated 6/25/2020. The certificate is issued to Roberts Prop Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0546 5/24/2022 ELECTRICAL CERTIFICATE NO. 46987 6/8/2022 PLUMBERS CERTIFICATION DATED 5/3/2022 Joa 'n Rosado A i d ignature TOWN OF SOUTHOLD ay BUILDING DEPARTMENT 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#: 46987 Date: 10/15/2021 Permission is hereby granted to: Gobic, Mileva 12 Roscoe Ct Grenvale, NY 11548 To: Construct new single family dwelling on vacant land as applied for, per ZBA#7374 and SCHD approvals. At premises located at: 465 Mailler Ct., Southold SCTM # 473889 Sec/Block/Lot# 70.-9-35 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 411612023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,958.00 CO-NEW DWELLING $50.00 Total: $2,008.00 Building Inspector u� TOWN OF SOUTHOLD �o�osuEfot BUILDING DEPARTMENT z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46976 Date: 10/14/2021 Permission is hereby granted to: Gobic, Mileva 12 Roscoe Ct Grenvale, NY 11548 To: temporary 100 amp overhead electric service. At premises located at: ,p 1„ 465 Mailler Ct, Southold ( �✓ (� TO a(� SCTM #473889 Sec/Block/Lot# 70.-9-35 Pursuant to application dated 10/14/2021 and approved by the Building Inspector. To expire on 4/15/2023. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector o��pF SOUjyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(.5-town.southold.nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roberts Prop Dev LLC Address: 465 Mailer Ct city:Southold st: NY zip: 11971 Building Permit#: 46987 Section: 70 Block: 9 Lot: 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Electric Joe License No: 48402 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 15 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 17 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 67 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 6 Transfer Switch 200A UC Lights Pucks 4 Dryer Recpt G8S Emergency FixtureTime Clocks Disconnect 4 Switches 45 4'LED $ Exit Fixtures Pump Other Equipment: Mini Split 1, Fridge, Oven, DW, Micro, W/D, 200A Transfer Switch No Generator Notes: Two Story Unfinished Basement Inspector Signature: Date: June 8, 2022 S.Devlin-Cert Electrical Compliance Form f %pF Sl?!/T�Q. . �o !o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD r CERTIFICATION i Date:_5I *A i Building Permit No. ti Lo 6 1 Owner:'!,obrf5 '?ml�r'1'�I (Please print) Plumber: Sd (Please print) . j I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i i j lumbers Signature) i 1 Sworn to before me this 3 day of �l� ' 20 ��- Notary Public, .S t Ap i lk County I Lydia Nolan j Notary Public,State of New York No.01 NO6225438 Qualified in Suffolk County i Commission Expires 7/19/20 1 { { 3 I '8� Of SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC 10-N , [ ] FOUNDATION 1ST BG. [ ]` FOUNDATION 2ND [ ] INSULATION/CAULKING'. [ /FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE MNEY" " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION =[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: n�-T. uu� . 11 y A� ry ace rr� (.0) DATE 16 1 '2-0.2-2- INSPECTOR i OE SOUIyO [ 6 5- M -- ti �o # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INS-PECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [' J. INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &:CHIMNEY . - [ ]- FIRE,SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O' REMARKS:. At, CiAlr_4404101(f DATE 27 INSPECTOR p ArO v V �aOE SOUIyo # # TOWN OF SOUTHOLD BUILDING. DEPT.- 7 65-1802 — INSPECTION ., = [ ] . FOUNDATION 1 ST [C/ROUGH PL13G. [ J "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 RE RKS: 1-41k& 6 V(a v DATE a �8alo INSPECTORAV laaf so L4 6-5 Ma it TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 f INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INStlLATIOWCAULKING [ ]' FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] 'FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) r--.AELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: Dr` 2 / r r �jotf'Ct� w IT r� w141, d eo2j ha, Ct3 JT_4/0 0) 1/11 M-C?/ p At 41JI DATE 7Z INSPECTOR � o-� oF souryo� * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ '] SULATION/CAULKING [ ] FRAMING /STRAPPING aFINAL N� [ ] FIREPLACE &-CHIMNEY [ ] FIRE'SAFETYlNSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT4RICA (RH) [ ] ELECTRICAL (FINAL) [ ] CODE [ ] PRE C/O RE RK I� �V 7w� v 6� DATE . INSPECTOR orayo� Lt �� L4 &S7 All -- pF SOOT # f TOWN OF SOUTHOLD BUILDING DEPT. °ycou631-765-1802 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: old r v1ratPM LT- A ay� :a I 0 DATE INSPECTOR OE SOUTyO PD-��q ma l�P� # # 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION n] PR C/O [ ] RENTAL REMARKS: . ,� Il� 'Tv�a (Zy v Al INISd T AIA-t-- i; ,1Vz-r 2 c C., -OK DATE A INSPECTOR S . 465 Mailer Ct.Southold NY t Annual E%t mates Aavnq company Retm9 Pr.,dar. G6 01,5 - _,.,y�_ Ratir,9 P. ,der Address eaenzy Car Home Feature Summary. - .�,• _ oedroom ? f %Ou HtatuW: aFE Cooi{rep.165EER Hot ftt-0.72 VFs ae Iw 91; � � - �� �� ��. �� I' + `�. . � ��x i s ;�. t,. .>Y. ._-; . �.. .� ; --� -- �_�-- �• t • '� ;> d '_ '� .:�. s•-"-- �—�,.+r.@'� �T,�I� -fir - �+3 �, � - r. r d Y r \� �� \ +s \\ • J and F Master Plunibing/Heatin ROINIE,It'EN1ODl;lr ING Kitchens&Wallis Joaman$21 Overizon.net Patchogue, NewYork 11772 May 3,2022 Job site 465 Mailer Court Southold New York 11971 Building permit# Pressure test document Supply and install gas piping just outside wall to LP gas tank location �i- Supply and install gas piping to one gas fired stove Supply and install gas piping to two gas fired furnaces Supply and install gas piping to one hot water heater Preform pressure test on gas piping I Joaquin Rosado President of- J and F Master Plumbing/Heating Inc. Located at 31 Wood Avenue Patchogue New York 11772 Have installed and pressure tested all gas piping for the above 465 addresses as per local and state codes Joaquin Rosado May 3,2022 Notary Lydia Nolan Notary Public,State of New York No.01 N06225438 Qualified in 661111olk County Commission Expires 7/19/26-L Vichael Syd'ano Arckitect V , C . 90 Senix Ave Center Moriches, N.Y. 11934 Phone (631)874-0568 Fax (631)-874-4075 11/29/21 E C " 7n Project: DEC g 2021 jD Roberts Premier Development LLC BUILDING DEPT. 465 Mailer Ct. TOWN OF SOUTHOLD Southold NY 11971 SCTM: 1000-70-09-035 To the Town of Town of Southold: I Michael Sudano a NY State Licensed Professional Architect inspected the rebar and forms for the footings. To the best of my knowledge and professional judgement the rebar and forms for the footings complies with the approved construction documents and meet or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my certification as a step in the landowner obtaining a Certificate of Occupancy for the structure. Please fe lfree to contact me with any questions. Tha o , ED F Michael Sudano R.A. 0 o * (PT9TF 036276 y0�� OF NES BP -:11 q to q (a 9 V c6aelS' udano Are6 tect V , C . 90 Senix Ave Center Moriches, N.Y. 11934 Phone (631)874-0568 Fax (631)874-4075 f 1/10/22 L Project: SAN 4 2022 Roberts Premier Development LLC TOWni of sou°TM,o�o 465 Mailer Ct. Southold NY 11971 SCTM: 1000-70-09-035 To the Town of Town of Southold: I Michael Sudano a NY State Licensed Professional Architect inspected the foundation wall damproofing. To the best of my knowledge and professional judgement the foundation wall damproofing complies with the approved construction documents and meet or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my certification as a step in the landowner obtaining a Certificate of Occupancy for the structure. Please feet free-to contact me with any questions. f ED q r Than you 9C �t � lv Q. Ga F� O ichael Sudano R.A. s 036276 OQk F OF IN V c6aefS' udano Arc6ifect V , C , . 90 Senix Ave Center Moriches, N.Y. 11934 Phone (631)874-0568 Fax (631)874-4075 4/26/22 Project: Roberts Premier Development LLC 465 Mailer Ct. Southold NY 11971 SCTM: 1000-70-09-035 To the Town of Town of Southold: I Michael Sudano a NY State Licensed Professional Architect reviewed the inspection report as performed by Energy Ratings Services Inc. on 4/25/22, regarding to the installed insulation and air-sealing for the new house. To the best of my knowledge and professional judgement, the insulation and air-sealing complies with the approved construction documents and meet or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my certification as a step in the landowner obtaining a Certificate of Occupancy for the structure. Ple*fee to contact me with any questions . Th �E o A� U �Z * O # Michael Sudano R.A. Tc_ 036276 ypQ� OF NEW • 0 A A Mr �MA Wo • 1 e 1 I DID 0 �r►,,meq_ r1� ..ae � Fg 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 htips://www.southoldtowmn�.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUN 8 2021 7, � d­ h' qyot "fill' 'V;pu� kppl!;�!X!�' ,,q t th -,a,pp 1,ca,t.i,6,n,s, Date: �,R -a Name:Mileva Gobic SCTM#1000-70-09-35 Project Address:465 Mailler ct Southold NY 11971 .......... Phone#: Email: Mailing Address: 12 Roscoe Court Greenvale NY 115748 .,'> O .0 �Jv .,�C NTA Name:David Roberts Mailing Address:3 Sandie Lane Manorville NY 11949 .......... Phone#:631-905-4789 Email:David@dicustomhomes.com R ,,DESIGN, 0 FESSI 0 Name:Michael Sudano Architect Mailing Address:go Senix creek Avenue Center Moriches, NY 11934 Phone#:.63.1..-.8.741-.0.5.68.1 Email:mss@sudanoarc.h..i,t,e.c.t.,ure..c,om 'C ""S -CON RA 0, Q T T.0K.1NFO11MAT10 "A �,?/ zz Name:DJ Custom Homes, corp Mailing Address:3 Sandie Lane Manorville, NY 11949 Phone#:631-905-4789 Email:david@dicustomhomes.com .......... FTIONII WNew Structure ElAddition ElAlteration EIRepair ElDemolition Estimated Cost of Project: Elother $325,000 Will the lot be re-graded? E]Yes 9 No Will excess fill be removed from premises? ®Yes ONO .0 MF M R? "M p, �,;;�,�,i�";",PROPERTY.i'INFORMAlI OF 04 Existing use of property: Intended Intended use of property:Pro posed..2 story residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-40 this property? DYesRNo IF YES, PROVIDE A COPY. ............. !,M;theck,Box,Aft&,Rea' ing-- ijc66fraaQdeiign'0 lij sPbrisibleldi.all.dra ' ",,wRyl e, d, ffiiW6 ter i i��6 e �w d 'db Cha'i&436 ofthe HEREBYWADEo&Build90r theob :,ppaqWnt:oi Ordinance T Sul o ;Coypty; qp�;ort,q:constF0c65fi.6f b'dildfts; addttions,alterations;of for remogal ',!b,tfi1djh9',,'cdd j 0 c `qndt :ddh1VU1th6Hib renise�,.ah InbAldng e6s�aiy"i--- -A" rt,.1aI se5staWhdO mdde,heiei pjAre , YMMMYiE!F: 7,T. 4 ishab1&as'a'.C16s's',W-- eano pursuahtlb 6 Pena Application Submitted By name):(print'nt ):D id Roberts igAuthorized Agent ElOwner ":e a7! Signature of Applicant: Date: 04-01-2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk David Roberts being duly sworn, deposes and says that(s)he is the applicant (Name'of individual signing contract) above named, (S)he is the Agent (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 120 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Mileva Gobic .residing at 12 Roscoe Court Greenvale NY 115748 do hereby authorize David Roberts to apply on my behalf to the Town of Southold Building Department for approval as described herein. r 04-01 -2021 Owner's Signature Date Mileva Gobic Print Owner's Name 2 ---- FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 3, 2022 TO: Branko &Margaret Peros 273 Mill Spring Road Manhasset,NY 11030 Please take notice that your application received March 10, 2022: For permit to: Construct second floor additions to existing singley dwelling construct an accessory garage at: Location of property: 815 Rabbit Lane, East Marion,NY County Tax Map No. 1000—Section 31 Block 17 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 6,780 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum side yard setback of 10 feet and further states lot coverage to be a maximum of 20 %. Additionally,pursuant to Article III Section 280-15: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard. In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard setback requirements'as set forth by this Code and the side yard setback requirements for accessory buildings". The proposed second floor additions are located at 2.7 feet from the side grope . line. The proposed accessory garage shows a front yard setback of 22 feet. And lastly,the survey indicates the lot coverage to be 22% of the buildable area. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS of Sol Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 0 �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento �ycoy � Southold,= 13 9:11 CEIVE® http://southoldtownny.gov ZONING BOARD OF APPEALS J U L - 1 2020 TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 S30u old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 25,2020 ZBA Application No.: 7374 Applicants/Owners: Mileva Gobic and Dragana Gobic Property Location: 465 Mailler Court, Southold,NY SCTM: 1000-70-9-35 & 1000-70-9-36 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION; The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject non-conforming, 22,250.03 square feet, .51 acre corner parcel, known as Lot 23 of Smithfield Park subdivision (SCTM: 1000-70-9-36) located in the R-40 Zoning District measures 42.09 feet along irregular frontage at Custer Avenue and continues 111.21 feet cast,. establishing a northern boundary, to a corner with Mailler Court and then continues south 95.99 feet before turning west, 199.71 feet along an undeveloped and vacant Iot to the south, subject of this waiver of merger application, known as Lot 22 of Smithfield Park subdivision (SCTM: 1000-70-90-35), then returns north 124.87 feet along two residentially developed lots to the west. Lot 22 is a non-conforming, 20,873.69 square feet, .48 acre rectangular-shaped parcel, located in the R-40 Zoning District and measures 100 feet along Mailler Court, then runs west 217.79 feet along a residentially developed lot to the south, then runs north 101.62 feet along two residentially developed lots to the west and returns east, 199.71 feet along an undeveloped and vacant lot to the north, subject of this waiver of merger application, known as Lot 23 of Smithfield Park subdivision. Both lots are vacant of any improvements and in their natural state as shown on the survey prepared by Kenneth M.Woychuk Land Surveying,PLLC and dated September 12,2019. BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 22,250.03 square feet(SCTM 1000-70-9-36)from an adjacent land area of 20,873.69 square feet(SCTM: 1000-70-9-35), based on the Building Inspector's Notice of Disapproval, dated October 7, 2019, pursuant to Section 280-10A, determining the properties have been merged. Page 2,June 25,2020 #7374, Gobic SCTM No. 1000-70-9-35 &36 "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements, minimum 40,000 sq. ft. in the R-40 Residential Zoning District; located, at 465 Mailler Court, Southold NY 11971. SCTM Nos. 1000-70-9-36 and 1000-70- 9-35. ADDITIONAL INFORMATION: Mileva Gobic,joint tenant in common with her daughter, Dragna Gobic, offered testimony that she resides at 12 Roscoe Court, Greenvale, NY and living outside of the Town of Southold, had no knowledge or ever received any notification from a Town authority that the Iots merged and that at the time she purchased them, August 19, 1982, she was not informed of the need to maintain separate title to ensure that the lots would not merge. She added that she purchased two lots with the intent to either develop them independently or to sell them, individually, at a future date as an investment. The applicant has continuously owned the subject premises since prior to the merger law went into effect. The applicant submitted as evidence, supporting their waiver of merger application, a copy of the original subdivision map entitled Subdivision Plan: Smithfield Park, dated and filed December 27, 1966 as Map number 4770 (Lots 22 and 23); individual surveys, each dated May 1, 1992, by Peconic Surveyors, PC illustrating proposed dwellings meeting zoning setbacks and proposed locations for on site waste water treatment and well-head; individual Town of Southold Consolidated Real Property Tax Bills for each parcel; notarized Single&Separate Search for each lot. Furthermore, the applicant's agent illustrated that the lot conforms to the original Smithfield Park subdivision and is similar in lot size to over 50 lots in the subdivision and general area and also offered several Waiver of Merger applications in the immediate area where relief was granted. Smithfield Park subdivision appears on the Exemption List, §100-12 of the Town code. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 5, 2020, at which time written and oral evidence were presented. Pursuant to § 280-11(A) the Applicant has submitted documentation, to the satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the time merger was effected. Consequently,the lot is eligible for a waiver of merger. Pursuant to §280-11(B),the Zoning Board finds that (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood because the subdivision map of Smithfield Park, filed December 27, 1966 appears on the Exemption List, §100-12 of the Town code and is similar in size to the immediate neighborhood and the majority of properties as illustrated on the Suffolk County Tax Map,page 1000-70. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation because it remains in its natural Page 3,June 25,2020 #7374,Gobic SCTM No. 1000-70-9-35&36 wooded state, does not contain any improvement, has separate Town of Southold Assessor's Property Cards and is taxed independent of the adjacent lot. (3)The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because it is similar in size to the majority of developed lots in the Smithfield Park subdivision and public water is available. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Planamento,seconded by Member Lehnert,and duly carried to GRANT the waiver of merger as applied for, and as shown on the survey prepared by Kenneth M. Woychuk,Land Surveying,PLLC,and dated September 12,2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proof that waiver of merger is effected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as 1000-70-9-36 be provided to the ZBA within 2 years of the date of this decision.Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. When developed the individual or entity building a residence on either lot, shall use a Suffolk County Board of Health approved Innovative and Alternative Onsite Wastewater Treatment System 3. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void. Vote of the Board: Ayes: Members Acampora,Dantes,Lehnert,Planamento,and Chairperson Weisman(5- 0), Leslie Kanes Weisman Chairperson Approved for filing /�6 /2020 �o�og11FFOL,��oGy BUILDING DEPARTMENT-Electrical Inspector rC*i, TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 9 0 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 1647 Date d Ll 2021 Customer Name Electrician Nameb Ri a tz1 Address VTK O L Phone / 41 pp . e-mail e-mail Phone License# Lfle 10 Size )GU A Phase Overhead Underground #of Meters Remarks IsHly 15 #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days fro the date abov Authorized by ,, �IrvIb Focco, BUILDING DEPARTMENT-Electrical Inspector y x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date 0r± a0 2021 Customer Name C ob G Electrician Name j o Address I( gi. b W Iffilfll Phone e-mail e-mail • 1e D I nC. Phone — — License# M E — `f Size 66 A Phase Overhead Underground #of Meters y Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H Fire Reconnect Was work done on Service N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 daKs from the date above. Authorized by fe, 00 FO1,( E C R y louthold, NG DEPARTMENT- Electrical Inspector yon' u `Vf TOWN OF SOUTHL DD E C E Q � E ti C* 14 1UTpwnAnnex - 54375 Main R PQ��'�11�1(�21 o • ��T New York 11 1 95 BUILDING DEPrr lephone (631) 765-1802 - FAX (631) 70 TOWN of souniorg Pr. rogerr _southoldtownny.gov - seandq@- outWl�YF RE@Ry :M APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: .(o- (<-( 7- Company Name: 022(-501-1 Gl c -z�I c�1t Ccs s5c�c-�r.�tS Electrician's Name: 0,;C--67lam, �s�l License No.: (-(5LJ o7 - MC-- ,Elec. email: Elec. Phone No: (3t -c-h --� uCo LS'I request an email copy of Certificate of Compliance Elec. Address.: l t-i lAc`V-e,; AsC-" G. JOB SITE INFORMATION (All Information Required) Name: X11( Qo��i 5 Address: Cross Street: Phone No.: 9o,5 -L41 g c BIdg.Permit#: ` O-7� email: cid Tax Map District: 1000 Section: "70 Block: 9 Lot: 35 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO F-]Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size❑D1 Ph❑3 Ph Size: 100 A # Meters Old Meter# ❑New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect[:]Underground[305verhead # Underground Laterals 1 FJ2 R H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION y �� �`� ( FF � � : BUILDING.DEPARTMENT- Electrical Inspector OgU � _. , ,;. TOWN OF SOUTHOLD , . . 1 H 2 own Hall Annex - 54375 Main Road - PO'Box 1179 v1LOMC'��{1IO�D ' ;Southold,.New York ,119.7:1-09.59 y O� wNof s°� " Tele hone 631 765=1802 - FAX 631; 765-9502 p ( ) ( ) ? ' rogerr(cbsoutholdtownny.gov — seand(a_southoldtownny.gov. _ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Require }--''-`\ Date:;6%7/21• Company Name: Morrison Electrical Constulting DPA Electric Joe' Name: David Roberts License No.: 48402-ME email: Phone No: 631-905-4789 ❑I request an.email copy of Certificate•of Compliance Address.: 465 Mailer Court, Southold 11971 JOB SITE INFORMATION (All Information Required) Name: David Roberts Address: 465 Mailer. Court, Southold 11971 0 Cross Street: Custer Ave . Phone No.: 631-905-4789 Bldg.Permit CT L7 email: . ori Tax Map District: . 1000 Section:70 Block: 09 Lot: 35 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New residentional constructiori of a 2.100 sqft home New residentional construction of a 2100 sqft home ,'; New residentional.construction of a 2100 sqft home Check All That Apply: - Is;job ready for inspection?: ❑YES ❑NO E]Rough.In ❑Final Do you need a Temp Certificate?: ❑✓ YES ❑NO Issued On 6/7/21 Temp Inform_ atioh' (All information required) . Service Size ❑✓ 1 Ph F-13 Ph Size: 200 ° ' A t:'-# Meters New •'Old Meter#' - ❑New Service ❑ Service Reconnect ❑ U:nderground- Overhead # Underground Laterals Nj1 ❑2 ❑H Frame OPole Work done on Service? ❑✓ Y ❑N Additional Information: } i - - k_ PATZT_T DUE WITH APPLICATION �4 ` Electrical Inspection Form 2020.xlsx- ` PERMIT# Ad s Switches Outlets la i GFI's Surface Al. Sconces \\ HH's _ . _ . . _ ... .. _. ... . ... � ..moi ..... _ . . . . ._..._.. - - UC Lts Fans :.. .. ....� . ... .. .....r>_......�.............:.. .. . _._ ,-. . .. — ,._. .._.-.... .... ..>.. .. .._.. ... ...". . .:.. . .....,.� . ,.. .... . ,....... . u.. �.. Fridge r _ Exhaust Oven WD` Smokes DW Mini: :..0ar bon.. Micro u. . 11 sf Cobp_ _... .. w... . •.- - 'Coo•ktop. Tran mer` AH ( Hood04 Service` Amps' � Have- Used Special:.. : PA, Comments: 7,UW W %017 ca- 041 e- Qv�,e 6� OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED WITHOUT CERTIFICATE DATE: o-/S' B.P.# ��� OF OCCUPANCY FEE: 0V 8:,02 BY: NOTIFY BUILDING DEPAPT'.,j;: T AT 765-1802. 8 AM TO w '-V ° ; THE FOLLOWING INSPECTION& 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING CCIMPLY WITH ALL CODES OF 3. INSULATION MEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE 3 SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES Lp0 NOT PROCEED WTH N,`r'.S,DEC FRAMING UNTIL.SURVEY OF FOUNDATION LOCATIOIN HAS BEEN APPROVED. RETAIN STORM WATER RL►IVn-1F PURSUANT TO CHAPTER 235 Fire separation OF THE TOWN CODE, required as per NYS Code TRUSS PLACARDING REQUIRED All exterior lighting installed,replaced or PLUMBER CERTIFICATION repaired shall conform ON LEAD CONTENT BEFORE to Chapter 172 CERTIFICATE OF OCCUPANCY of the Town Code SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. M=MuLvarwncw ReQumm. Blower door PLUMBING and ductwork ALL PLUMBING WASTE testing required. &WATER LINES NEED TESTING BEFORE COVERING Must provide Manuals D, J and S as per NYS Energy Code K vuuwiyn cnveiope w:rr'ta6Ult-Ualts-4ti4Z-yUY�-h8B178272516 - ( USTER AVENUE 4-b- RECEIVED { NOV 0 jj Zoning Boa `Of APPeals t VAOWT 199.77' �22 6 0 A!84`=8�0' mss. Ste. cn iZ} 0 t84 Ge O p -TYs+u" o a ��ac� • 21 0714 205 VACffr r AREA=24976 sg ft Cer„ffed 7-o, Mi7evo Gabtc P ad hi'a as a�At.; .is mt .MVEY OF sly'For l �s as ast��bad ` . . LOT 22 ElevaYnas are roferarced to an AT SOU dais m TOWN OF SOUTHOLD SUFFOLK COl�Y,1�C Y- ?N silly attd VW-70-09-36 sYM1hw for ft r� Morar Yr_ Or to&$:a-d* of lb* 40 H. r&r4 May 1992 ' rye kcasms of WG&wad cesspools sbom hereon are km Reid abservaRaas =d or bom dda obkdmd km often »FtaUC i7 IdEPkR16787 CE}L ACTH ScRVlCES FOR - V� fLY�LTA 1V0.49&t8 - +•.t ata �1$G0rU1Gr 5Y?1ZYORI:, P.G 1X61 765-P. 5021) MA0.W BOXY 909 RO SOWHOLA 9 y 11977 92-156A aL.EL. SAMTARYSY"TEM DESIGN: 21.7' TREE TER IN VENT PIPESSHALL EXTEND A MINIMUM OF 6INCHEB ABOVE THE 6OFWIRMINATION BE RO ER rpU9uC W AS CONC.CURB -RO F LINE AND THE TOP OF THE VENT SHALL HAVEA MINIMUM •OF BFDFROOMS: 4 CYST `, /'/ ADVANCED TREATMENT UNIT. HYDRO ACTION AN 500 -�_ AVENUE EDGE PAVEMENT PCO HORIZONTAL SEPARATION OF 12 INCHES To THE SLOPED VAOWTS CAPACITYREOURED: 440 GAL PERDAY.AS PER TABLE 3.BOOKS ' i PORTION OF THE ROOF. RESIDENTMLSTANDARDS I 111.21 EL.22-T i 1/AOWTS GPACITYDESIGNIED: 550 GAL PER DAY I S84"4TOO"E 37'10"E 42,09' NSZA �`� i 1 POWER SUPPLYCONNECTED TO LEACHING SYSTEM: (1)12 DEEP.d DIA LEACHING POOLAS PER ,^ ��� 2R? i AS PER TABLE 4 FOR DEPTH TO GROUNDWATER OVER 17 FEET, 1 P.COR. ■ \ K 385 99 , N DEIXGTED 11KER ON OUSE PEPHASE,20 ANT+ GRCUIT BRFAICHt ONHOUSE PANEL GENERALCONDITIMM EL.20.9' 1 I I CONTROL PANE.AND BLOWER IN COVER ON PAD 1 \� ' 4-(2-MN.)CIA.HDPE VENTW/CARBON IANSI A.LAIIONSNI WM4iY WIIHSVFH(XK WUNIY LtPAHI KNI QFHLA.IH ) \`� (n -'� I i FILTER 18°MN.ABGVE GRADE, 1rRI:ERSWISAFETYDEVICE SERVICES REGULATIONS,STAN]MD$pNDREOLAREhENiS.AND SHALL BE \\\LYY��c HOUSE 1 1 36'MIN.FROMANYWINDOWOR DOOR (TVP),AD7.M RISER MAY STRICTLY IN ACCORWNCETO THE MAAIFACNRETYSINSTRl1CnON5. Jl `r LOT O 1 1 OPTIONAL WHEN NO HOUSE TRAP BE USmiO ENSURE ALL C4 �' I GPS ARE FLUSH 1.THE INS[A L4 MUS T HULU A WNHEN I UVUU WAS 11:LItkN`,LI'IARSUANI IV 1 I 4'WASTE,GST IRON WITH FROM CHAPTER 563 ARTICLEW SEPnCIIDUSTRY BUSNESTE RNID EDOR�N4ERTJ J A I FOWOATONWAUL CONTINUED TO 4'WASTE 0 NNNOVATIVE AND ALTB2NATVETREATNIIJi SYS?@41NS1'AL1.FR11HROWHTHE 1 �J 0..RJ8H-I i CLASS 24000RSDR 39,{OR EDR9Q) CLASS 2R000R SDR 35. 73 FFOLK CTO SUDEPARTMEM OFLABOR,uCENSNG PND OONSWYER AFFAIRS, 1 M ? i i 1A'PER12-SLOPEMVN. IWPER12'SLOPEMN. 2 SISPURSUANT SIFFOLH(XXINTY ODCE 6=BJ79(Iq(J).THE LEPARTMErvT OF LABOR' / T �I I 0..21.3+h E1..21.3Hf m2 ,AND CONSUMER AFFAIRS MAINTAINS A UST OF UOUDWASTHUCEVS'_ LOT 13 / , ` ' / �0 VACAN D 2 r 1 C.O. I -_-- g 3.ALL INS[ALLWIIA UNI S ARE HL-UURW IV HAVL AN W111AL'SYCANWAWANIY. PRO e 4 ALLINSIALL®ILA GATS ARE REWIRED TO HAVEALTIVE ON4 OPHRATION ANC / RY.DW EI-LING ST L� ---- m MAINTEVANCE)AGREEMEVTS BLTWED•1 THEFIOPERTY OWRJHR SERMCE DWELLINGCELLAR/ - PROVICER. �T'�' DWELLING _ A.I 5.SERVICE PROVIDEtSMUSTREPORT ALL O&M ACTIVITIES TO SO"fSUFFOLK tlYtlfl�LENCLO�EURE � `A,0' � ON R1BLiC WATER � ' COUNTY DEPARTMENT OF HEALTH SERVICES). / J O HYDRO 8 WVENAV7SMAYBE REWIREDON LEACHING FROPERnESW1EREl/A OWTS ARE PATALLED .B ACTION AN500 i SHED ..{Y�1 I REQlARBJG;SYSTEM FERAEME IT M EVBJT OF FAILURE 08MR80lARE.47•lr; N '' ACCESS TODHS INSPECTOWSAMPUNG ONOUMTERLY SASSIFNEEDM OTHER / �•••i I'•, - I REQUIREMENTS THAT SCDHS CEEMS NECESSARY. / END FE. 7.PHtFOR4ANCE STANR)ARLXi Fat VA GWIS TECHBVOLOGIES: // 0.2'W. I b I .•, I " I L,. UAOWTS MUSE h£ET TRFA7mEFFLUINr WNCBRTRATIONS FORTOTALNIROGEN I•-• _ I 1:.."I OF NIINETEEN(18)h%iL OR NESS � 000 PROPOSED NEIGHBOR LP P+ EFPTICfTREATNFNT CONSTRUCTION CRITERIA C.L.EL. m t.St!'u(YIHrA1MEN1 0)17 DEEP,B dA IP 20.T. � a� I ALL NMONJCRUETANKWALLS.ROORS.ROOFADDAOCESSCOVERSSHALL ` FORLP50%EXPANSION TESTHOLE �Y oYh J I .�$ .....,_ w'�,•I RESIST AN APPUEDFORCEOF300PolRAS PER SQUARE FOOT IPSF). -x HYDRO ACTION AN600 1i _ � �' G � W I. Ad;'_ <•.;I L. NLV4L`URCNEIEHREFA34(:AIEU tRPIIV IRK&VAVWISS HALL C1NV•UFA11U m T71 HIGHEST EXPECTED O P.COR ou. .� THE INTERNATIONAL ASSOOATION OFPl1JMBING APD MECHANCAL OFFltlALS O GROUNDWATER EL.20 m O rM L __-_� ____� N,EfLCNJ NATIONAL STM BLOWER+CONTROLPANELE ONPAD § 4 EL.. •;,EL.21.21, U)GT Z7000.20DI AVD AMY UPDATES THERETO. I 25T tom Z ppro••:,' 0 Ill. EACH SEPTICTAMI&I/A OWIS SHALL BE ICQRT[FlEDBY THE MANUFACTURER 1S' L I O.O Cn -------------_----- FIE _ ANI: USLAY IHL:HOLLLWINUIWOHMAIIONFIURMAVENILYMNRKEUAI iHt ' 199.71' A O 8o- 18a �y c� INET ENDOF THE TANK: _ __-._ O 1. MANUFACTURER NAME OR LOGO P.COR. S84"58�20"W '� 4' B %q 49 6'MN a� ITT ELd+A�� HGFESTEXPECTEDG1tDUN01NATEREL.2.d mo�iU 2. H 40.0' - ort 3. MANMRA17ESiGN OF OHENNIUS EL.18.0' 4 DLV /q B, C.�w_ _ --- m -- REPLACE SOIL WITH CLFJW SAND 4. THE NATEMMLIFACTURED. N 1 D 5 10 FT ANDGRAVELABOVEEISMGSP IV ALL CAST4RON AND HDPE COVERS SHALL BE AT RNSHEJ GRACESE DWELUNG __�_. _- "- - ff GARAGE +•- ,T6 "`� ORSWSOX,LAYER LOCaNG. Ir POWER SUF4'LYCOMECIED 70 `7 SLLBONGRADE TALIPER-RESISTA.YI,WATE %ff 11JSECT.PROoF,RA C.PRDOF,ANDBE o LOT O '--_ SECTION DIAGRAM APPROVED FOR SEWAGE USE.cOVERSAN7R[so SHALLBB CAPABLE OF ON PUBLIC WATER DMCAWD115VOLT AC,SINGLE- I t ��^"'R 2 3/1 B„-1'-O° - WITISTAN47NGATRl1CXWHl�J.LOAD 131 S INMAK .OF 250lILB FOP 80 MSN WITH A i PHASE,20 AMP CIRCUITBREAKER I 1 SEPTIC LOT COVERS ANDRISERSARE REQUIRED-P)BE USED ON NCNADNCRETE LU ON HOUSE MAIN &pCY SEE 2 TY. ry qp0. _ LOT 13 TANKS THEY SHALL BE SET AT RNIM GRADE,BE LOCKING,WATERTIGHT, 'R LOT 14 DWELIM D: FR.HSE. 4 d INS:CI M COV.RW ANL)r GHS LESS THAN6 LBSA SEC USA, ON PUBLIC WATER C IFA RISERWVFRWEGHSLESS1HAN80l8SASEOJNDAITYSAFETYODOR (9 FfEL23.5' �W¢SHALL�IA=oW� Z _ SEE �TTACHMENT(S� 2.DDDR LAK&NA IALISHAT AR$WAI UIIGHI ANDWNSIHUtC CORROSION OR DECAY. MATERIALS7HAT ARE NOT SUBJECT TO EXLESSVE CORROSON OR Q I II y as A ALL SEPTIC TANK&UA OWTS NIJSTBLCERTIFIEDASWATEHnGHTEY LWL rAa'Csm A1FnaDmcls I fi IUHEN USING W IHEHVAU"IESIIWORWAILNILS[ING LLOJ 2WEETKODS d0.0' I. VACUUM TESTING MUST PULL 4-OF NIEROIRY(HO),FOR 2MNURESWITH A LOSS OF 10%ORLESS. - ELF VAnVVVA NItHIESIINGSEAL I AW HLL I ANK WI I H WAI HN IV WI It I INVkH I I H Q m FOR 24HGLIRS.REFlLLTMETANKT000iIET INVIIRr AFT6R24HWR PERIOD _ - ---`"--- P.coR. of HYDROACTION I/A OWTS AND LET STAIDFOR IO HOURS.APPR0VE71F WATER LEVELIS HaDFOR 70 Z --1 £,,,�,nw 4' d w---" - C.L.EL, OTHA S. ALL HWHS. I----- DW EL.20.8' N WATERTIGHT. SEALEDFLEMg.EJaNiONS PIPES T THEPiF£GTA'147SHALLBEFASEW-D FECOR.7tt ( 19.8' LOT 25 TOTERPEWTTH ASrAINLESSSTEELRETRACrAH.ECLAIVP. O.Tw. UUUU I 3.THERE SHALLBE A NSNNIUM ONE-FOOT AIR SPACEMEASUREDFROMTHE OUTLET C7 SITE PLAN BASED ON THE SURVEY OF LOT 22 INVERT TO THE BOTTQMOF TFETANK COVER. 2 MAP OF SNOTF�TElD PARR DWELLING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LWi 217.7` MAPOFFILED MITHFIELDPA66,FILE NO.4770 4.AL1tSS 10 EA(kil TH N LV ECIMENSONOF AT TAMC SHIA.LL¢1'HUMU:litlY I DWEWNXREMBER ON PUBLIC WATER PERMIT FOR APPROVAL OF CONSTRUCTION FORA AN ACCESS COVER W1TH AtV INISDE g1.1BR90N OF AT LEAST 20ING1E5IN pAEIER, O SSS'20^W AT SOUTDLD,TOWN OF SOUTIOLD ANDIN COMPLIANCE VBTH 5171 MID S114B.7 OF CORS RESIDENTIAL STANDARD 3118. Q ) SUFFOLK COUNTY,NY ALL OPENINGS SHPT.MEET THE FOLLOWING REQUIREMENTS: Y' P,CoR. 8 ON PUBUCWATER wao•7o-o9-a5 SINGLE FAMILY RESIDENCE ONLY A (%'GNNGS THALLUS FHUVIUEU VYHtiALLULEI ANVU1L1=1 HHtS DWELLING V E(„1$,5' \ BY PECOWCSERUVEWRS.P.C. B. VrT1ERE IXTEN90NS ARE REQUIRED,THIEY 9HAL BE WATERTIGHT NYS UC NO C SEPTICTANK&UAOWTS MANUFACTURERS SHALL PROVICEANBBL OF ONPUBUCWATER LOT 21 PO Box soe49618 NO MAI bRISVE IHUMIIENI LVL:AI ION AI EACH Aal:SS VHtNNO IV WARN O 1230 TRAVELER ST,SOUTHOLD.NY 11971 *ENTRANCE INTO TANK MAY BL FATAL• DATED MARCH 2.2021 �f SEPTIC TANG&VA OWLS INSTAR ATION STANDAFDS' 0 221 40 60 FT AREA:20,876 SFELEVADATE 5/13/x 2021 H.S.R N R-21-Vast 1.ALLAPPU0IBLE RECOMMENDATIONS PROVIDED BY THE MANUFACIURM SHALL BE I I I I REFERENCED ONS UNESILRE APPROVED IMPLEMENTED. SITE IS APPR TDNWD'8E sI7E SAPPROX Md TO GOOSE CR13'=l( FOR MAXIMUM OF 4 BEDROOMS A MAXAXIMUM1QOLEE"RKANCIEI AM SE���ONEQU�R'c I ON A DIRECTIONS TM NO WELLS ARE WITHIN 15d OF PROPERTY M 2 EXPIRES THREE YEARS FROM DATE OF APPROVAL INCH n9CK(CR MAN UFACTURER9 RECCMMENDAT CN)BED CF PROP0;LY IPVELED AND CWPACTm SAND(FREE FROM ROCKS)CIRPEA GRAVEL.BACKFILL RIALL13E PLACED AROUND THESEFnCTANKBVAOMSINSUCHA MMNERASTOAVDOMMAGE ANDCOM nl/A OWTS LAYOUT AND CONSTRUCTION DEER$BADIffIIL SHALL BEFFTEE6LARGE STGRE9,SNMPS, Design Professional's Certification Required. AND CON ED IN 8 CN CEBTS. 1"=20'-0' 3.THE TCP OFTHE SEPRC TANK&VA O/JIS 5}NLLNOr BE LOCATED GREATER THAN TVND HALF FEET OR LESS TNWR CNEFODT BELONFINAL GARDE.FORSEFIICTANK Submit P.E.or R.A.Certification For &VA QMIS WITH DOMES,THE TOP OF THE DOME SHALL HOME LOCATEDGREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE The installation and Construction of the Sewage Disposal System I. BEFORE Use Form WWM-073 1. FADE ANYEKECN$AT THEE EHOUSE SITERE APPLICABLE' -GRADE ELEVATIONS"HEE RE EEACH WHERE THE INSTAL MAIN PLNETRATES. -GRADE ELEVATIONS AIN UNITVALL �: R0. Dmll 011 �B -HOUSE WASTE UNE MAIN TIES.I FRSSTRU VERT ELEVATIONS. Innovative and Alternative Onsite _ANYUNDESM1CHMU'f1UTES•TO7HIRUCNRE9,STALLA 9TAUC7UFS5 GROUNDELE1/ATON21.8 WastewaterTreatmerdSystem •ANYASSES POST MAYAFFTCLTOTHE UOMSWSTAWIMS 2. TANKS SHOULD NOT UNRSSHALLNOT BEUSEDNATER IS OMS 3. DMONSHOJLDNOTBEPUMF'EDWHENGRQUNONAIIRISHIGHPRFLOCO OL_ OS DARK BROWN LOAM VAOWTS 5S5MailerCt. COROHION9 BUST, - _ sM 3' BROWN SILTY SAND studio alb architects ED AA ABBREVIATIONS: 661 M adN,9DI SLAIEOROTHFR MALETNREADED MALE THREADED 2402 6313231426 A 6 AND M MAXIMUM POOL MALETHREADED SUITABLE COVER ADAPTERANDCAP ADAPTER AND CAP g"SdDthd*abard eds.mm B. AT MAX. MAXMUM ATLRPTERAND CPP m�Ig mdlAa: B.C. BOTTOM OF CURBWALL MN, MUTTON SP PALE BROWNFlNE SAND BW BOTiOb10F WALL N.T.S. NOT TO SCALE CONC,, CONCRETE PROP. PROPOSED PO Bw 444 C.O. CLEANOUT REG. REQUIRED Odeli NY 11957 DB DISIMOLMONBOX SCDHS SUFFOLK COUNTY DEPARIMENTOF I' E Q ELEC. ELECTRIC HEALTH SERVICES 4) ELEV.or EL. ELEVATION ST SW71C TANK G GAS T.O. TOP OF 1T SBWERPIPE DOUBLE SIDED HDPE HGIH•DENS7Y POLYETHYLENE T.C. TOP OF CURB IA QUINTS PINOJAITVEAND ALTERNATIVE ONSITE 7W TOP OF WALL NOW-'NO WATERENCOWTERED 745DE0.ELBOWS WYE �Op448-040 SIDED as.Nr: INV INVERT ATER EDT SYSTEM W1 1WITH MMCDONALLDGEOSGBRCE 30�0�0 fi°DEG N1�d °REO' D J CUSTOM HOMES Y -VJ fi E VA OWTS Layout LG LEACHNG GALLEY DATE VISMI Pmled number 21202 HGHEST EXPECTED 2.d BASED ON USGS ALTERNAWA:FOR BENDS ALTERNATE FOR USE WITH GROUNDWATER Dd. 4/10/2021 a ELEVATION TH ALTERNATE 82:FOR USE WITH GROUNDWATERCOM71ONS ON U. BDG.EXTEN%ONYCONNECTION BLDG.EXTENSONLCONNECTION DOMM by GB CLAN OUTQUAIL FORA FUS NOT n&LIECTOVEHICI LIAR TRAFFIC W/DOUBLE SIpED SWEEP Prop"Tm[Map it CMdma by HA Vi TEST HOLE DATA CLEANOUT DETAILS loo0 07a0009Bo G36 000 N.T.S. S6ad C.01 11 NY t 797t N.T.S. 4s5 WNAaflsCaSeam As indicated a SauOold 024 1n• 064 J14• � 7P 024 7/e g470 311.. I INSTALL SECONDARY �I SAFETYOEIACE, r4f TYP. ALL PIPE PENETRATIONS 1n TO USE A WATERTIGHT,SEALED 1 R 7M pjPRMM POM CIRCUIT NO7E ALL MOTORS KM FLEI9%E JOINT Cal tro• a G I' Cel TIMER N7PRM&OVERLOAD FASTENED TO R it J` m_$rl PROTECTION. F7A,AT 8 PUMP ODYNECTIONS uxrasmwrasa.a-ma48t A STAINLESS SS 057 vl• 0 SPRAY'PUMP RATiNL'f'. A sruraEss ry m �-' RETRACTABLE 73P STEEL PLC CONTROL PANEL 1 _�`" PUMP ;HP 0 115Y CLAMP. COMPRESSOR LL MOTOR)15.0 F.LA 4 L1 N 4I N 01 N CI 1 2 3 4 4 TOBEMOUNTED N_�__ REMOTELY Cgg M7r � ,I{-a­ c INSTALL SECONDARY FASIERER. R6GRCT1LAnON ----1RFSIRC�pUMP RAT6NC5: PUMP n/2HP O 115V SAFEIVDEVICE,TYP. i7-n-NN--_MOTOR 110.0 F.LA 31dtaX33r4'AY \_ H C9 SCH36 0�--_l____ COMP V00MP. 5: ry 0J4HP 0 O 11115V LEVELING RISER AN SVRfOi ./5.4 F.LA 20-LONG 4•PVC C84 e RUN SCH35 3 4 N MUTE CWRlNO. aACKFILL TEST ' POWER CONNECTION 4'SCH 35 COMPACT IN 6'LIFTS u W.GXRAM(SIMPLEX) L TEE.STFMIGHT4• WC SX$ R1-O7 SCH� I M7 f PLC-5030 AP800 ATU W 10•LCN04•PVC I PLATFORM SCH35 ' COMPLETE w FO CURFECRNG Ie¢a Wer PMai�roar BE PAIILm ar C6TYlEtt PANEL 2908 I a4®18�BB9[CC2 mY5 NOr Nnt�N M iMal Flrle PWC Yml a t YNM4r R Sae, PCG TANK.AN500246 i911RD NSM r08 wank,am SO a 14 v- PRETREATMENT 3' 711• i SCHEMATIC. ELECTRICAL ,•Y^ :pr„,.F,. _ •r:s1 ..y- SIMPLEX W/EXT. CORD 711 I(1' l TANK.AN6W-NTROGEIFECUCr1CN Y PLC-5030 71 D 2FT AemS00245 NRROOEN REDUCTION SvcTCPe 4•COA�PAC7ED GRAVEL,SAND OR FINE CRU9¢D 6TOTE FEVELIN0 PAD HYDRO ACTION DETAILS n,ELEC DIAGRAM HYDRO ACTIO AN500 112"=1'_a N.T.S. BACKFILL MATERIAL TO BE CLEAN SAND AND i CONCRETE COVER GRAVEL -g I , i•SI Q - •z� PERVIOUS" IMSOIL DRAINAGE NOTE: �TTAC H M E N T(SM0.4'DIA , P PSE �.�• G +g •��.I I rnvr s 1.AFBol wGrad•DretnegePiP.sM1W be4•Dfamater Claw 24M Pipe. PITCHED tAT' '-jr:,. ''Ir :- uv 2 AI Conne60lm shall roNde for Water t Seale b PIERIYMIN. I •.•i m r, L Pipe P nd1 Parent legrea, O 01 IN c4GWEDORmts Pips dradion Shea uliko 90 _ •a:4•'+, b O I DRAINAGE SYSTEM CALCULATIONS 3.AS vemral end h-45 degelfeW&hbada provide fa a wdformilowine 6rediors. •-L'OLLAR- — / aaaraa•.vr�asr AAOFIor®ntal Garage P4mslmlheveaminhoonpkhcfl/4-perfod. ,`�'•«'�.� ;1s•:� i en ve vrcoot wn eoner�+a mancHm HOUSEROOFAREA: 2ASBSF E AOClesa 2400 Pipe Connection.whereregvireq shaRbefeQygroutedto Preeast ••S�„ �p •'tr s,'• ar ( •n'v X0.167(2•RAWALL1729FT)=434 CF Concrete Lancing R'mgs wit,Concrete MMR. •l:��. ' :.Dame .. Mm P. nvnN wraA Mks aAOLeattrg P4ofehdlvexay shay haveCest Iron Grate aFrar7es to FuelOrede or 229 CFAfF `: O 4A+'L 6'MIN. Q ��=rAvatnu. ��0.28 VF REQUIRED Fiusled Pared Susan. LEACHING C PENETRATION I D 7.LenoWn,;pooh shat be pre-etd concrete wmald&-Auea ne—.,R.*-d by :•Y'' SECTIONS G INTOA VIRGIN ( i _r�1� PROVIDED: 12 VF SuRok Protest ird.or equivalent. � OF O _ SANDAND - �flllffflf •"L c •4 cMaN Bnma orwvaG I STRATA B.AD co=de terra Lined in tho oe lb*K V ofprrsast sruelE shaP devebp e •,•. GRAVEL m / am iran ys catmpreSelve steno of4,000 P.S.I.in 28 da . _ i PI 9.All dreinage sinchrss shellbephc8dinaceeptabb leaahhg-18.In BIOavertpoor f�''••� 8'�0°T 1Jf TF�'�� IF MIN.PENETRATION IS --- - ' - leafurg nalaialh errauriered,mrmve0an ismDe oormfinued msmriahle rramrial and NOT AVAILABLE, IraMrowATvn -'' baddified as detailed. Inn vative and Alternative Onste �• __ _ _ EXCAVATE AND 1D.NotrerchESOILN' ,Aaother wmermtnshag berertopen and lM�naedMexrvasonaabaff Wastewater TreatmentREPLASystem H 0RESr RECOFIE-0H-GH _T_—- -—CLEAN CSAND AND be prehctee e,devoted by de Arrddtxt with fermCes,berticadis end finer approved (I/A OWTS 565 Mailer Ct. meal da. Vl1NDWATER FT TO REACH TO SP OR11.lnvedelovatly¢maybeodimatedinBrafield tomeatRetdcan6lbns,dArreRrtarirmg studio albacchiteets 4 SW SOIL,WHICH DEPTH SUBMERGED,NO SURFACE DRAINAGE effkd.,4ftP orbed IS MORE THAN Main SINK!, RRkWest .d,NY11901 •t�Pg LL� /01 TYPICAL LEACHING POOL DETAIL �STORMWATER LEACHING DETAILLEACHING DETAIL 631 5912402 6313211426 l_l'1/4"=1'-0" 114"E 1'-0" - - — - �11s(GstuabmOUHtMs.w + mann mdras: PO Bax 444 y� w Odoet NY 11457 N i tiaNr D J CUSTOM HOMES I/A OWTS Details Proleot numbK 21202 ' Oto 4/10/2021 Z Draarlby GB n T CMckd by 10�00.•070.�-09A003tt.000 e m Sfb Amet address: r V.02SedC 465 Mala Court so Aro d NY„97, • As Indicated d SURVEY OF �( LOT 22 'MAP OF SMITHFIELD PARK' FILED DECEMBER 27, 1966, FILE NO. 4770 A T SO UTHOLD TO WAN OF SO UTHOLD SUFFOLK COUNTY, N. Y 1000-70-09-35 SCALE.- 1'= 30' MARCH 2, 2021 JULY 9, 2021 (CertlFications) DEC. 6, 2021 (FOUNDA 77ON LOCA 770N) APRIL 28, 2022 (FINAL SURVEY) CUSTER WELL `+`���9• . _ LOT 13 DWELLING "q10. s DWELLING ON PUBLIC WATER p. WITH WELL x 0 rn J LOT \ VACANT \ -o 20 TEST HOLE 20.7E C Ny�ra Action .+ + n \ A�500 ST. 199./ I NW58920"E 8'Dia.x 1 DeeP 2P.12' y 2 LP. O r* x N O 1 `4 •+ P.COR. r HVAC UNITS SEX) -06 Z EL.18.0 C.0 B OWL PANE 40.3' DWELLING C '� 3X P TAKKE• , �' LOT O 42.9 ^ ON PUBLIC WATER o \ o N ASPHALT ` \ m z \ li2 5 J 2 STORY FR. pR I VEW AY O HOUSE & GARAGE DWELLING LOT 14 N Fin. Flr. EI. 24.7' 1s.o'Q 40.1' ON PUBLIC WATER 0 \ LOT 5.3 (4 BEDROOMS) �y Q COVERED MAEDSONR°YNE91 rn t�J 1 rn PORCHO 6.7.71 W J O 0 27.0' F 00 3 I D 15.7 WL WW.L --W.L O -0 W.L . .L i O/ D_ jr� U WNDWWEu- COVERED STONE ESTI t N do MASONRY A 4O J \ PORCH P.COR. 0 Z EL. I �, EL.20.8 C.19.6' FE.COR.� I � 0.7'W. �3 l U6- \ �o� 217.78' W S84'58'20"W I P.COR. DWELLING 6 ' EL.18.5' LOT ON PUBLIC WATER N DWELLING ON PUBLIC WATER DWELLING LOT ON PUBLIC WATER 21 SEP77C SYSTEM , LOCA77ON DIMENSIONS TEST HOLE DATA (BY O HERS) e �c tea . c McDONALD GEOSCIENCE 1 ST 31.0' 21.1' 2 111512021 2 LP 14.5' 50.5' 21..3' DARK BROWN LOAM OL DRY WELLS = REBAR a5' e c aur OF s uvo�0 3 23.0 14.5 e� ® = WELLD e 4 9.0' C = PIPE BROWN SILTY SAND SM F o 15 20.0' 18—,0' A = STAKE 3' 8 = MONUMENT ® = TEST HOLE SNE"/YOR, PALE BROWN FINE SAND SP Oo3.METICF coo o ;a AREA= 20,875 SO. FT. a `,.'� �- Certified to: ELEVA77ONS & CONTOUR LINES ARE REFERENCED TO NAVD 88' James Dunn NOTE. N ANY ALTFRA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON 17 Jill Dunn ` N.Y.S. LIC, NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. O WATER ENCOUN7.RED Alliant Credit Union , .,YS, LIC. NO. 051132-01 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77nCA77ONS Intracoastal Abstract Co. Inc. PECONIC SU MORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF Old Republic National Title Insurance Company (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N Y. 11971 92-156 SURVEY OF N LOT 22 'MAP OF SMITHFIELD PARK' FILED DECEMBER 27, 1966, FILE NO. 4770 AT SOUTHOLD _ TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y.. 1000-70-09-35 SCALE. 1'— 30' MARCH 2, 2021 JULY 9, 2021 (Certit)catkns) DEC. 6, 2021 (FOUNDATION LOCATION) CUSTER AVENUE WELL LOT 0 DWELLING �s DWELLINGON PUBLIC WATER WITH WELL x LOT \,\ VACANT \ C.LEL- C 20 TEST HOLE 20.7' Q \ 199.71' N84 58'20'E EL 21.3' P.COR. q .. 21.2 OR P.COR. o r b EL18.0' 440. 1 — —— 4 �a N DWELLING `� _ _—— `r 4y5 m LOT ON PUBLIC WATER o r z \ ,ms coNCRETE DWELLING LOT FOUNDATION 70 40.z ON PUBLIC WATER \ LOT k Fou°odaoftfon �. EI.=23.4'. i m Li o Q 4a7 c / s fqC 2 BUILDING ENVELOPE;_ P.COR, C EL ——{` 6 \ EL-20.8' 19.6' FE.COR i S— 0.7'W. a" 3 20� 217.78 l a i P.COR. S84'58'20'W DWELLING 0;.18.5 LOT ON PUBLIC WATER y DWELLING ON PUBLIC WATER DWELLING . LOT 21 - ON PUBLIC WATER Certified to: Roberts Property Development,LLC American Dream Abstract, INC. . TEST HOLE DATA First American Title Insurance.Company McDONALD GEOSCIENCE ` 1/15/2021 21.3' DARK BROWN LOAM OL ® XE C = REBAR —D.5' ® = WELL q ry ^rp 0 = PIPE BROWN SILTY SAND SM JAN I GQl L A = STAKE J. BUILDING DEPT. ■ = MONUMENT 4 TOWN OF SOUTHOLD = TEST HOLE PALE BROWN FINE SAND SP OF NEW y� AREA= 20,875 SQ FT. ELEVATIONS k CONTOUR UNES ARE REFERENCED 70 NAVD 88' ;; 17' ANY ALTERATION OR ADD17ION TO 7HIS SURVEY IS A.WOLARON N.Y.S. UG NO. 49618 OF SEC7I0N 7209OF THE NEW YORK STA7E EDUCA710N LAW. NOTE NO WATER ENCOUNTERED N..Y.S. UQ N0. 051132-01 EXCEPT AS PER SECAON 7209=SUBDIWSION Z ALL CER77RCA77ONS_" PEC YORE P.C. HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF (631) 765-5020 FAX(631) 765-1797 ID SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF'THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 12.30 TRAVELER S7REET; . SOUTHOLD, N.Y. 11971 92-156' C.L.EL- SANITARY SYSTEM DESIGN: 21 7 TER IN STREET) ELIC,W A CONC.CURS _- I VENT TERMINATION RESIDENTIAL (PU VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE It OF BEDROOMS: 4 CUSTER WIM _ r- ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM ADVANCED TREATMENT UNIT: HYDRO ACTION AN 500 AVENUE_ EDGE PAVEMENT % P.0R. I HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED VAOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3,SCDHS -\ 1 EL.22.3' I 1 I PORTION OF THE ROOF RESIDENTIAL STANDARDS O 111.2 I/AOWTS CAPACITY DESIGNED: 550 GAL PER DAY i 5 84 04 7100"E N8V37110RE - \ 1 f - ���2 j i POWER SUPPLY CONNECTED TO 42 09� I 1 DEDICATED 115 VOLT AC,SINGLE-PHASE,20 AMP LEACHING SYSTEM: (1)12'DEEP,8'DIA LEACHING POOL,AS PER i + _ C \ 22 ��� j CIRCUIT BREAKER ON HOUSE PANEL AS PER TABLE 4 FOR DEPTH TO GROUNDWATER OVER 17 FEET. I P.COR. ��6 IEL.20.9' �' I I CONTROL PANEL AND BLOWER IN COVER ON PAD GENERAL CONDITIONS: I \� _ 1 i 4"(2"MIN.)DIA.HDPE VENT W/CARBON 12"RISERS W/SAFETY DEVICE 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH S' ) \ 'I FILTER;18"MIN.ABOVE GRADE, SERVICEREGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE LA I HOUSE j i 36"MIN.FROM ANY WINDOW OR DOOR (TYP),ADDITIONAL RISER MAY STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. ) 'a C) I OPTIONAL WHEN NO HOUSE TRAP BE USED TO ENSURE ALL LOT 23 I O j CAPS ARE FLUSH 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO 4"WASTE,CAST IRON WITHIN 2'FROM CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J / FOUNDATION WALL,CONTINUED TO 4"WASTE (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE ` I EL.23.5'+/-� 1 CLASS 2400 OR SDR 35,(OR SDR40) CLASS 2400 OR SDR 35, SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, I I 1/4"PER 12"SLOPE MIN. 1/8"PER 12"SLOPE MIN. 2 PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. LOT 13 / �io 'I r"" I 1 EL.21.3'+/- EL.21.3'+l- / I [s► l ; I C.O. 3.ALL INSTALLED IIA OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. / Y pNIELLtNG 1 :11 -- --" L._ ___ 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND / I 2 S'TR 22 I I I '�_ __------- N MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE DWELLING , CELLAR MEAL I - - - - - - - PROVIDER. I - - - DWELLING i S.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK WITH WELL ENCLOSURE 1� `I'0, _ I ON PUBLIC WATER COUNTY DEPARTMENT OF HEALTH SERVICES). / O HYDRO a i C ACTION 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED // SHED ; �•./ I AN500 V REQUIRING;SYSTEM REPLACEMENT IN ENT OF FAILURE;O&M REQUIREMENT; II ACCESS TO OHS INSPECTIOWSAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER / I I I LEACHING I REQUIREMENTS THAT SCDHS DEEMS NECESSARY. / END FE. ` ,,, I POOL b 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: // J1 0.2'W. �`--------_________,�__ UA OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN / ) O W ------___ OF NINETEEN(19)MG/L OR LESS. 4 I SEPTIC/TREATMENT CONSTRUCTION CRITERIA C.L.EL. n it �;W 00r- I 1.SEPTICITREATMENT (1)12'DEEP,B'DIA LP 20.7' J 3- m 06 I ALL NON-CONCRETE TANK WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL �'�.-,-k '+� AR A FOR LP 50%EXPANSION TEST HOLE �, + D( w o a w I W I RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). �•-"'•k ® HYDRO ACTION AN500 1of 11. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OATS SHALL CONFORM TO _ ___--_--- ®� E 2O 2 rn m HIGHEST EXPECTED ?O ~ I Q ---- LL THE IN ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS BLOWER+CONTROL PANEL IN CO ER ON PAD -- --- i (n� I GROUNDWATER EL.2.0' ? m O w ? L w--_ _-- a-- > __J 'AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS'ANSI _ __ -- -- L.21.., Z_ (�m Z Z °D ZIOOD-2007 AND ANY UPDATES THERETO. ___ - -- - J o - 2 Z `� O 111. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER ___-_----- - 13.5 O AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE ________- ---- 1 �� 199.7 P 8,p• -�D -j /� w O J O INLET END OF THE TANK: W D _� 5,MIN I P m x) EL.0'+/- HIGHEST EXPECTED GROUNDWATER EL.2.0' J ? m O w 0 1. MANUFACTURER NAME OR LOGO P.coR. S84 58 24 rn _ _ 2. CAPACITY AND NUMBER OF OPENINGS EL.18.0' 4'D,8'DIA / M/N \40 4' -- m 3. MAXIMUM DESIGN LOAD DW rn -{ , REPLACE SOIL WITH CLEAN SAND 4. THE DATE MANUFACTURED. N A Z .i 0 5 10 FT AND GRAVEL ABOVE EXISTING SP IV ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE,BE CO CIDB GARAGE 193 OR SW SOIL LAYER LOCKING, DWELLING T_ I `N TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT,SKID-PROOF,AND BE O POWER SUPPLY CONNECTED TO DEDICATED 115 i SLAB ON GRAD �Q APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF ON PUBLIC WATER LOT 22 VOLT AC,SINGLE-PHASE,20 AMP CIRCUIT BREAKER i orw I I 2 SECTION DIAGRAM WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A ON HOUSE MAIN O i _ I LOT MAX.VERTICAL DEFLECTION OF 1.5 IN. W 2 STY. G `I V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE U 40.2' r '` SEPTIC LOT 14 J LOCATION DIMENSIONS &GARAGE 1 TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, Q (BY OTHERS) FR.HSE. I DWELLING INSECT-PROOF,AND BE APPROVED FOR SEWERAGE USE. FF EL 23.5' VI. IFA RISER COVER WEIGHS LESS THAN 60LB5 A SECONDARY SAFETY LID OR C9 1 31' 21' ON PUBLIC WATER DEVICE SHALL BE PROVIDED. 0 2 14.5' 50 5' 4'D,8'DIA r� 2.SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND iO DW MAND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR Q DRY WELLS ` DECAY. UI A. ALL SEPTIC TANK&UA OWTS MUST BE CERTIFIED AS WATERTIGHT BY 3 23' 4.5' 1I wM m MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING YF -D METHODS. O Z D E D E 3 D ', 1. VACUUM TESTING MUST PULL 4"OF MERCURY(HG),FOR 2 MINUTES WITH A p -! 4 9' 21.5' ,NATER SERVICE 0 < -- LOSS OF 10%OR LESS. Z F G �, 1 O rn In II. WATER TESTING:SEAL TANK;FILL TANK WITH WATER TO OUTLET INVERT e-- U 5 20' 18' ELEVATION 0 ® ,I / ZFOR 24 HOURS. I AND LET STAND FOR 10 0 HOURS.APPROVEDF WATER LEVEL THE TANK TO OUTLET INVERT L S HELD FOR OD - z 8•DIA P.COR. I N -t HOURS. ~- oW EL20.8' ` C.+.EL. B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A -" -_-_ __. 19.6' LOT 25 WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED FE.CORi-_.i _ --- } 'I TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. ___--- O.TW. EU ----------- 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET U I� _ _---"-- f p SITE PLAN BASED ON THE SURVE"OF LOT 22 II INVERT TO THE BOTTOM OF THE TANK COVER. W _ _- 217.76 MAP OF SMITHFIELD PARK I DWELLING � � r ��- (I �� i 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY LL II_-- -- FILED DECEMBER 27,1966,FILE NO.4770 luj AN ACCESS COERWITH ANINSIDE DIMENSION OFATLEAST 20INCHES INDIAMETER, E �' 584�58'20"W DWELLING ATSOUTHOLD,TOWN OFSOUTHCLD ON PUBLIC WATER / SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND IN COMPLIANCE WITH S-111AND 5-1148-70FCDHS RESIDENTIAL STANDARD 2016. J J SUFFOLK OG-70 ` PrAI`' 7 ,L, 2(�/j APPROVAL OF CONSTRUCTED WORKS FOR P.COR. 8 ON PUBLIC WATER I L' C ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: 1 1000-70-09-35 i A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES DWELLING U EL.18.5' BY PECONIC SERUVEYORS,P.C., B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT O I \ NYS LIC NO 49618 I I A SINGLE FAMILY RESIDENCE C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF I I ON PUBLIC WATER ►- PO BOX 909 I BUILDING DEPT NONCORROSIVE � LOT 21 I MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN I 1230 TRAVELER ST,SOUTHOLD,NY 11971 TOWN OF SOUTHOLD "ENTRANCE INTO TANK MAY BE FATAL" ' DATED MARCH 2,2021 , ` Date 5/24/2022 H.S. Ref. No. R-22-0546 FOUNDATION ASBUILT DATED 12/Q 2021 --- SEPTIC TANK&IIA OWTS INSTALLATION STANDARDS: 0 20 40 60 FT 'I i I I AREA,20,875 SF 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE r ELEVATIONS AND CONTOUR LINES ARE The sewage disposal and water supply facilities at this location have been IMPLEMENTED. f REFERENCED TO NAVD'88 inspected-and/or certified by this Department or other agencies and found 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH SITE IS APPROX 600'TO GOOSE CREEK A MAXIMUM TOLERANCE IN ANY DIRECTION OF-I-ONE QUARTER INCH)ON A MINIMUM 3 I NO WELLS ARE WITHIN 150'OF PRDPERTY to be satisfactory FORA MAXIMUM OF 4_ i3EDROONIS. INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND I/A OWTS LAYOUT w �� COMPACTED IN 6-INCH LIFTS.BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS, AND CONSTRUCTION DEBRIS. 1"=20'-0" --" ' 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN CRAIG KNEPPER, P.E., CHIEF TWO AND HALF FEET OR LESS THAN ON E FOOT BELOW FINAL GRADE.FOR SEPTIC TANK Office of Wastewater Management &I/A OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE, GENERAL NOTE 1.BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. PROJECt No. Description Date -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES GROUND ELEVATION 21.3' Innovative and Alternative Onsite -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION Wastewater Treatment System 2. GARBAGE DISPOSAL UNITS SHAI L NOT BE USED WITH A IIA OWTS. Y 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS EXIST. -OL OL 0.5' DARK BROWN LOAM (I/A OWTS) 565 Mailer Ct. - - SM 3, BROWN SILTY SAND Studio alb architects ABBREVIATIONS: Riverhead,NY 11901 �` %L 651 West Main Street, PED AR 631 591 2402 & AND LP LEACHING POOL MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 631 3231426 Ili @ AT MAX. MAXIMUM ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP glynis@studioabarchitects.com cc ' + B.C. BOTTOM OF CURB MIN. MINIMUM SP PALE BROWN FINE SAND mailing address- C.O. ddress Q� BW BOTTOM WALL N.T.S. NOT TO SCALE CO CONC. CONCRETEE PROP. PROPOSED PO Box 444 / q a��1e►'.LO C.O. CLEAN OUT REQ. REQUIRED Orient NY 11957 DS DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF J E or ELEC. ELECTRICHEALTH SERVICES w ELEV.or EL. ELEVATION T.O. SEPTIC TANK > �- SEWER PIPE DOUBLE SIDED AS-BUILT G GAS T. TOP OF 1T HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB NOTE:NO WATER ENCOUNTERED 45 DEG.ELBOWS WYE VA OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL WYELASCD448-040 cueNT WASTEWATER TREATMENT SYSTEM W WATER TEST HOLE BY: 30 DEG ELBOW S�i60 DEG WYE OR EQ. IIA OWTS Layout INV. INVERT W/ WITH TEST HOLDGEOSCIENCE YYY D J CUSTOM HOMES LG LEACHING GALLEY DATE 1/15/2001 Project number 21202 HIGHEST EXPECTED GROUNDWATER Date 4/21/2022 a ELEVATION 2.0'BASED ON USGS ALTERNATE A:FOR BENDS ALTERNATE 61:FOR USE WITH ALTERNATE B2:FOR USE WITH GROUNDWATER CONDITIONS ON LI. BLDG.EXTENSION/CONNECTION BLDG.EXTENSION/CONNECTION Drawn by GB o W/DOUBLE SIDED SWEEP CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC property Tax Map#: Checked by HA m TEST HOLE DATA 1000-070.00-09.00-035.000 CIO n n CLEANOUT site street address: C.01 C N.T.S. N.T.S. 465 Mailer Court c� Southold,NY 11971 Scale As indicated I 06 0241/2" 0541/4" 73' 70" 0 4 7/8" 24 7/8" /-0321/ INSTALL SECONDARY + I SAFETY DEVICE, TYP. INLET 12 76" ALL PIPE PENETRATIONSp WATERTIGHT, PUM��41/2" TO USE 1 I P CDMPRESSER POWER CIRCUIT NOTE: ALL MCITORS SEALED CB1 TIMER INTERRERE NAL OVERLOAD FLEXIBLE JOINT 0 1 t/4^ �� FASTENED TO I Lt " I —i PROTECTION. FLOAT 8 PUMP CONNECTIONS LOS THE PIPE WITH 0571!4" 076" > N 1 1 1- 1 Rx P ' I—" T'IGtiI1 KIRG TORO E-161N LBS ASTAINLESS m -- �- - SPRAY;PUMP RATINGS: STEEL PLC CONTROL PANEL .x 1 ti 2 i PUMP 11HP A 115V RETRACTABLE 32" W/HP80 r' -' MOTOR ! 15.0 F.LA. {F Lt N SP1;N APt N 11 1 2 3 4 CLAMP. COMPRESSOR - N ---------- TO BE MOUNTED REMOTELY CB2 M1 �RECIRC`,PUMP RATINGS: INSTALL SECONDARY k?---N�--------I MOTOR 7PUMP 002 F.L.A.115V 6 SAFETY DEVICE,TYP. FASTENER RE-CIRCULATION hrt w" , 3/8-16 X 3 3/4"AT , 16"LONG 4" VC H CS CB3 � SCH35 o °A1' C1-----�--\--{l�COMP +COMP. RATINGS: MOTOR 11/4HP 0 115V 5.4 F.L.A. LEVELING RISE AIR SWITCH 84 28"LONG 4"PV SCH35 ew C� �- eD 3 �T_t 46 ;01TE7A F W NE MUTE POWER CONNECTION COUPLING, BACK FILL LR 4"SCH 35 COMPACT IN 6"LIFTS �) au DIAD�M (SIMPLEX) TEE,STRAIG T 4" PVC SXS LR1-01 PLC-5030 SCH35 I 891/2" M 1 AP600 ATU WI 10"LONG 4" VC I PLATFORM SCH35 I COMPLETE FG CONNECTNG 63" NOTES:MAN!PANEL DISCONNECT MUST BE PROVIDED BY WTALLER. PANEL 24X19 I DASHED LINES INDICATE BEMS NOT CONTAINED IN THE PANEL. FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE TANK,AN500 245 I REWIRED TORQUE FOR TERMINAL I3LOCK SCREWS 15 16 in-Iba PRETREATMENT 1/2" _ —8. 24" SCHEMATIC, ELECTRICAL i;• SIMPLEX W/EXT, CORD PART No. 7 1/2" 7 1/2 TANK,AN500 245 NITROGEN REDUCTION 0 1 2 Fr 471/2- PLC-5030 L 1 1 4"COMPACTED GRAVEL,SAND OR FINE AN500 245 NITROGEN REDUCTION SYSTEM CRUSHED STONE LEVELING PAD r,-,\ HYDRO ACTION DETAILS n ELEC DIAGRAM HYDRO ACTION AN500 1/2"=1'-0" N.T.S. BACKFILL MATERIAL TO BE CLEAN SAND AND z CONCRETE COVER GRAVEL g 0 •a. ~u 20*MIN. ®®®� a - ®®�r IMPERVIOUS INLET ' El®y � SOIL 8'THICK PRCCAST MIN.4"DIA. I ;'d ( ®®E < •I � CONCRETE SITE DRAINAGE NOTES: APPROVED PIPE ID El C3 • I ( PRECAST 1.All Below Grade Drainage Pipe shall be 4"Diameter Class 2400 Pipe. PITCHED 1/8" :� ';•a ®® ; N = CONCRETE I 2.All Pipe Connections shall provide for Water right seals to prevent leakage. ' i•,4 FINISHED GRADE PER 12"MIN. ®®®a 3.All vertical and horizontal changes in Pipe direction shall utilize 90 degree sweeps or a ®® 3'-0"MIN.- DRAINAGE SYSTEM CALCULATIONS combination of two-45 degree angle bends to provide for a uniform flow in all directions. ®®CI '-COLLAR• --- / 4.All Horizontal Drainage Pipe shall have a minimum pitch of 1/4"per foot. n, a04 ®®� .,,�. -v Ilch 1/4'Pe Fa4,Mm 8!OR 10'DI0.PRECAST :I' q �-r py a: CONCRETE LEACHING HOUSE ROOF AREA: 2,598 SF 5.All Class 2400 Pipe connections,where required,shall be fully grouted to Precast ®®a A p• 1� zm I RING,T P X 0.167(2"RAINFALUI2"/FT)=434 CF Concrete Leaching Rings with Concrete Mortar. el e=`•: ,-e. < 4 _ NLET 4"D""te ® CLEAN SAND& 6.All LeachingPools In driveway shall have Cast Iron Grate&Frames to Final Grade or ®®® C...21. P; I ® GRAVEL FILL V DIA RING HAS 42.29 CFNF y ®®qq <. ^� 6'MIN. ® G VIII= 546/4229=10.26 VF REQUIRED Finished Paved Surface. ;s a LEACHING ®®tl PENETRATION It I 1 ® 1 7.Leaching pools shall be precasted concrete cement structures as manufactured by '.. SECTIONS ®®a ,y INTO A VIRGINCI _ PROVIDED: 12 VF Suffolk Precast Inc.or eq uivalent. STRATA OF ®, j�-VIII ®® i = /_ 8.All concrete cement used in the manufacturing of precast structures shall develop a SAND AND - cLEANSAND&GRAVEL " I minimum compressive strength of 4,000 P.S.I.in 28 days. IA• _ _ ��� e` er '' GRAVEL 9.All drainage structures shall be placed in acceptable leaching soils. In the event poor •�i'1•�' r8 0"=�• � �:�'i� IF MIN.PENETRATION IS �� leaching material is encountered,excavation is to be continued to suitable material and PRaEcr: No. Description Date O GROUND WATER NOTAVAILABLE, I backfilled as detailed Innovative and Alternative Onsite ih EXCAVATE AND t 10.No trench,pit,or other excavation shall be left open and unattended. Excavations shall Wastewater Treatment System — - - —REPLACE SOIL W/ be protected as directed by the Architect with fences,barricades and other approved HIGHEST RECORDE HIGH ---J4 CLEAN SAND AND methods. (I/A OWTS) 565 Mailer Ct. GROUNDWATER GRAVEL, 11.Invert elevations may be adjusted in the field to meet field conditions,but maintaining ELEVATION 0 2 4 FT TO REACH TO SP OR studio a/b architects effective depths prescribed. ` SW SOIL,WHICH DEPTH SUBMERGED,NO SURFACE DRAINAGE 651 west Main Street, Riverhead,NY 11901 �� M. IS MORE THAN 6' DAR (I 631 591 2402 3 TYPICAL LEACHING POOL DETAIL 4 STORMWATER LEACHING DETAIL 631 3231426 1/4"= V-0'1 1/4"=V-0" glynis@studioabarchitects.com J mailing address: , x. PO Box 444 Orient NY 11957 OF AS-BUILT CLIENT D J CUSTOM HOMES I/A OWTS Details Project number 21202 Date 4/21/2022 a Drawn by GB property Tax Map#. Checked by HA 1000-070.00-09.00-035.000 N SitC.02 Site street address: N 465 Mailer Court Southold,NY 11971 Scale As indicated 4- � C FORUM NY-010 Residential contract M'sale Madirscatiosu to the form contract aro set forth in bold. ,WmhI preps rd Gr the Real Proper._Y&cdor oftise.Vrw 7bc=_5'rwe llarAssecimia:.rise Near York Same Land Title Asseda:ion.the Comnsfttee on Real Pmoert_v D-W of rise Associcaor.of the Oar o=rhe Cily efNew York mid the Contndnee or.Reel Property Lnm of rLe;r'w York Canary Lms.rers'Assoc.`atior «rARirLNG:NO REPRESENTATION IS MADE THAT THIS FORM OF CONTRACT FOR THE SALE AND PURCHASE OF REAL ESTATE COMPLIES WITH SECTION 5-702 OF THE GENERAL OBLIGATIONS LAW CIPLAIN LANGUAGE"). CONSULT YOUR LANVYER BEFORE SIGNING THIS AGREEME-11' NOTE:EIRE 1U D CASUALTY LOSSES AND CONDEIW ATION. This contract form does not provide for what bappens in the event of fire,or other casualty less or condemnation before the title closing Unless different provision is made in this contrac4 Section 5-1311 of thcGraetal Obligadoas Law will apply.One partofthat law mates a Purhaserraponsibte for fire and casualty loss upon taking possession of die Pr•miseo before tee title closing. Residential Contract of Sale lit p (Contract of-bale made as of ? day of { :_;" =;2020 BETWEEN MILEVA GOBIC Address: 12 ROSCOE COURT;GREENVALE,1NY 115748 hereinafter called"Seller'and RO9ERTS-1?I� 13IEL flt?T UL- Address 3 SAN-DIE LANE,IV NORVILLE NY 11949 'let_,_ _ 1 ,- hereinafter called"Purchaser'_ Ube vart[e5 l)Erebi)agree a5 futtotvg: 1. Premises.Seller shall sell and convey and Purchaser Shall purchase to the Escrowee(as hereinafter defined),subject to collection,the receipt the property, together with all buildings and improvements thereor, or which is hereby acknowledged, to be held in escrow pursuant to (collectively the"Premises'),more fully described on a separate page paragraph 6 of this contract(the"Doµnpaymert'J: marked"Schedule A",annexed hereto and made a part hereof and also known as: 330.500 ± 7—F �?I1� ` _ - .=StreetAdde L �.-.1) D Tax Map Designation: 1000-70-9-'Z,�3' - Together with Seller's ownership and rights,if any,to land lying in die bed f,t . of any street or highway,opened or proposerL adjoining the?remises to the '�'�''"�`'"Y`'"-.-�.:-"--c-a----••• ••��sEF--:e center line thereof,including any riJtt of Seller to any unpaid award lig reason of anv taking by condemnation ardor for any damage to the Premises by reason of chargeofgradeofany strm orhigbwsy.Seller (d) balance at Closing in accordance with paragraph 7: deliver at no additional cost to Purchaser, at Closing(as hereinafter $274,500 defn4,or tl=eafter,on demand,any documents that Purcbasa rnav reasonably require for the conveyance of such Lido and t icmasigpmtmt asd 4. FLristing Nllortgagt_ - collectiomof such award or damages_ - -- ___-.."t"�_:N?F'i._.,,---�-s--�a2..°'g{?F:tlr'.i�•I� 2. Personal Propesh•.''`-" s<'..'-- - 't es. ---T4ey - - - r•- -rr_ Fr_. e r Q ehan da� as5 '-a,;,._$abii- -.mac • : _-- - _ _ i.t;..a_ � _ ---ct3-3 -��•---- _- - -- _ t3ee�'---:}--_z=---1-�1��-='r.-� .maa�,-��'..�._'-^��''� --_ ---— - - - •-�vC�2- �4:fi0�'3E�'l9aSvT�'iS."y°f=; <rs•.}Y -___,.... r o r- •_r.__xr,. _--�PRENUSES CONSISTS OFY.ACAhT L,Al\D n—i-� -------x----- 9 r _ 3. Purchase Price The purchase prix is S305,6t70 a,-u r_. .w-c__Y a..�.--L --� __ payable as folio:ws: R_-,rs_ef .r -- (a) on(lie signingofthiscamractbyPurchaseesgoodcheckpayable t ered-4e and ti)E;ej;e.� (e)Escrowee or any inctaber0fits firm shall bapermitted to act P-- �aeew.- as counsel for Seller in any diciuwas to the disbursement of the Feo2.' Dowrpaynicat or any other dispute between the parties whether or not Escrowee is in possession of die Downpayment and continues to act as full Escrowee. — rt th-pFeffl,�- (0 In the event that Purchaser defaults and a closing does not occur, and a demand has been made upon the Escrowee by Seller for 5. gr, payment ofthe Downpayment,and Ute Escrowee has given notice of E5 such demand to the Purchaser,and if within fifteen(I business days of said notice by Escrowee the Escrowee receives an objection from" Fq:— I bls:;k Purchaser to the proposed payment then the Escrowee shall continue 464--r to hold the Downpayment in escrow 'for a period of sixty(60)days. Should the Purchaser not commence a legal action to recover the Downpayment within said sixty(60)days,then the Escrowee shall release the Downpayment to the Seller unless Seiler has moved to an undisclosed location.This paragraph shall also apply to any escrow J0 ELI-JeiA E�td�ubefdkfek!ea 6'P 4— funds held in this transaction. 7.Acceptable Funds.AR money payable under this contract,unless Z Othenvise specified,shall be paid by: mitt.- (a)Cash,but not over$1.000 --pt#i.- (b)Good certified check of Purchaser drat%qj on or official 70i��P 44 the 44 % check issued by any bank,-savings bank,trust company or savings and EgEa--, having kirt in o Newyoii� lean association havi ban State f.. g office unendorsed and payable to the order ofSelleroras Seller may,otherwise 0ie!the g direct upon not less than 3 busims days notice(by telephone or otherwise)to Purchaser, (c)As to money other than the purchase price payable to Seller 6. Downpayment in Escrow.(a)Seller',attorney("Escrowee)shall at Closing,uncertified check of Purchases up to the amount of 51,000 hold the Downpayment in escrow in a segregated IOLA bank ac c''unt at BMGE1WMPTON NATIONAL BANK, MAUN ROAD, (d)As odierAriseagreed to in writing by Seller or Seller's SOUTHOLD,NY until Closing or sooner termination ofthis contract and attorney. shall pay over or apply the Doy,,upayment in accordance with the terms of this paragraph. Escrov.To shall (not) (Delete if inapplicable) hold the (e)If Purchaser's uncertified checks Oven at Closing are not Downpayment in an interest-bearing account for die benefit of the parties• paid by Purchaser's bank-,Purchaser agrees to reimburse the Seller If interest is held for the benefit of the parties,it shall be paid to the p--ty far all collection expenses including reasonable attorney's fees.This entitled to the Dov ripayment,and the party mccMng the interest shall pay provision shall survive delivery or the deed_ any income taxes thereon.If'interest is notheld for the benefit oft e It parties. the Downpayment shall be placed in an IOLA account or as otherwise S.Mortgage Contingency.(JATE.N1T10K.4LfYD,17LE7ED permitted or required by law.The Social Security or Federal Identification numbers of die parties shall be furnished to Fs=wce upon request.At 9. Permitted Exceptions.The Premises are sold and shall be conveyed Closing,die DOW-rimment Shall be paid by Escrowee to Seller If for any subject to: reason Closing does:not Occur and either party gives Notice(as defined in (a) Zoning and subdivision laws and regulations,and landmark. paragraph 25)to Escrowee demanding payment of the Downpayment, historic or vvctl2nds designatior;provided that they are not violated by the Escrowee shall 911'.1e prompt Notice to the other party of such demand.If existing buildings and improvemcrits crected on the property or ktheir use, Escrowee does not receive Notice of Objection from a such ether party to the proposed payment within 10 business days after the giving efsuch Notice, (b) Consents for the erection ofanystructures on,under orabove any Escrowee is hereby authorized and directed to make such payment If streets on which the Prem"abut; Escrowee does receive such Notice ofobjection within such 10 day period Or if for any other reason Escrowee in good faith Shall elect not to make (C) Encroachments of stoops.areas,cellar steps,trim and cornices_ such payment,Escroweeshall continuetc,hold such amount until otherwise if any,upon an.%,street or highway; directed by Notice from the parties to this contract or a final,nonappealable judgment,order or decree of a court However,Escrowee shall have the (d) Real estate taxes that area lien,but am notyet due and payable: rightat any time to deposit the Downpayment and the interest thereon with and the cled,Ora court in the county in whieb the Premises are located and shall (e) The otter matters,if any,including asuisurvey exception,se,forth give Notice of'such deposit to Seller and Purchaser.Upon such dc-posit Or - other disbursement in accordance with the te:rms of this para= in a Riderattaetre d. Escrowee shall be relieved and discharged of all further obligations and (1)Covenants,restrictions,utility easements and reservations, responsibilities hereunder. responsit if any of record,provided that same are not violated by existing use or (b)The parties ackuovdaigr:that although Escrowee is holding structures,unless the title insurance company Will Insure thatacy swir the Downpayment for Seller's account for all other purposes Escrowee is violation will not result in reversion or forfeiture;and acting solely as a stakeholder at their req=*t and for their convenience and (g)Such state of facts as the arta Ldsurvey .er party for any act or omissien or, Surveyors.last dated -,I- maysiow. did Es--rowcc shall not be liable to cid, prepsed by Pecortic i ni disregard of Its parr unless taken or suffered,-it bad faith or in wil ,-4,1, V Na. contract or irvolkirt-2 gross negligence on the part of Escrowcc.Seller and 10. Governmental 'Jolations and Orders.(a)Seller shall comply with , Purchaser jointly and se,•erally agree to defend, indemnify and bold all no I,or notices O�violations of law or municipal ordinances,orders or Escrowee harmless from and against all costs. ClGiRIS and cxiocriscs requvrements noted m issued as of Vie date heFee of closing by any (including reasonable Rtwmevs' fies) incurred in connection with the gvvernmemal depoartmeqt hating au&.on-r'y as to lands-housing.buRdi performance ofliscrowee's duties hereunder, fire_health_erivir-oruncrital and 1,3bOrcOndifiOnsaflecting the Premises.The except wiib.re-,pact to actions Premises shail be convey free of them at Closing�, .ZA Seiler shall furnish or omissions taken Or Suffered I-.,Fs=w--in bad QLith or in willful Purchaser with any authorim—tions,necessary to make the searches that disregard of this contract or involving gross negligence on the pm--of could disclose these rnaftors. If Escrowe,--. ,however,the cost of such compliance sb2ll exceed S1.000,Seller may cancel this Contract and refund the Downpayment to the Purchaser. at which time all of the parties, (c)Escrowee rowy act or refrain from acting ire mspoct of any obligations hereunder shall be deemed terminated matter rf--rred to herein ro full reliance upon and with the advice of counsel which may be salected Ir;;t(inc;,irdiL_2 any member of its firm) and shall be fully protected in so acting cr refi-airdag from action pan the ii&icc ofsuc6 couuseL(d)Escrow=acknowicop--5 r t of the Downpaymen1by check subject iri collection and Escrowee's asn--merlt C-1 E)s to the Provisions or this paragn-aph by signing in fh--place indicated an the 11. Seller's Rcprcs&ntatious� o f this cc n iract- Purchaser d siggri,it, page -,= a) Seller represents and vaunts to (i) Tlhc Pr�ni,<es abut or have a right of acre-c:to a public pati- (ii) Seller is the sole owner of the Premises and has the 6W1 right - g --- power and authority to sell,convey and transfer tie same in accordance r_• -` "' '" --`_'- """' with the terms of this contract: F- Satian-s• _ - -_ - - • (iii)Seller is not a "foreign person.". as that term is defined for r J purposes of the Foreign Investment in Real Property Tax Act.Internal (c) The deliver by on':ler i Purchase.,of a lI be n certificate stating drat Revenue Code IRC')Section 1443,as amended,and the regulations Seller is nota foreign person,which certificate shall be in the form then (,� requital by FIRPTA ora withholding ceaiEcate from the LR.S.If Seller promulgated thereunder(collectively"FIRPTA"); fails to deliver the aforesaid certificate or if Purchaser is not entitled under (iv)The Premises are not affected by any exemptions or abaiemenL< FIRPTA to rely on such certificate.Purchaser shall deduct and withhold of taxes;and from the purchase price a sum equai to 10%thereof(or any lesser amount permitted by law)and shall at Closing remit the withheld amount with the (v) Seller has been known by no other name for the past ten years, required forms to the Internal Revenue Service. except (d) The delivery, of the Premises ag4--1 L °,I, (b) Seller covenants and warrants that all of the representations and ^€:.mss mlrcon': o-_vacant warranties set forth in this contract shall be the and correct at Closing. and free of leases or tenancies,teeg ---,•,,. -Except t as tithe[wise ^'l-ph!mb !c) p cctpressfy set fgrdm in this coutrect.none of (e) - --- Sellers covenants, representations, warranties or other obligations contained in this contract shall survive Closing... pq "0 eeeaan�es yr:t•---'--' ' >5 `a las' tom 12. Condition of Property.Purchaser acknowledges and represents that iv--ed Purchaser is fully aware of the physical condition and state of repairof the -+ Vie_}_ Premiss and of all other property included in this sale, based on ___�_ _ _< '•-' �- L zit 1 Purchaser's own inspection and investigation thereof and that Purchase:is entering into this contract based solely upon such inspection and _. h*- -- _ investigation and not upon any information, data statements or representations,written or oral,as to the physical condition,state of repair. -- -- -- ...fffid use,cost of operation or any other matter related to the Premises or the g rf`:_:__-rs —•-st-^-•,. - s other property inchrdcd in time sale, given aro made by Seller or its nag-- ,rse�—.,�_�Iz�,t���;_,yne representatives,and shall accept time came`a,is"in their present condition and state of repair, subject to reasonable use, wear, tear and naturnl deter:-oration between the date hereof and die date of Closing(except as - - •- ++ otherwise set forth in par-agraph 16(e)), without any reducrion in the t6 sbeta raw 1r'ttdeas purchase price or claim of any kind for any change in such condition.b,: reason thereof subsoquent to the date of this contract Pui-,Dias--r and'i s aro Z-ndzed representatives shall have the righL at reasonable times and upon reasonable notice(by telephone or otherwise)to Seller,to inspect thePremises before before Closing. _ a__•_ .a_«�r����• 13. Insurable Title.Seller shalt give and Purchaser shall accept such title (g) The delivers by die parties of env other a:nda-u_ts required as a as: ANY LICENSED TITLE INSURANCE COMPANY selected by conditionofrecordhrgtredel purchaser WITH OFFICES IN SUFFOLK COUNTY,NY shall be willing 173. peed Transfer and Recording Taxes. At Closing. certified or to approve and insure1n accordance v:ith its standard form of title policy official bank checks payable to die order of the appropriate Stale,City or approved by the New York State insurance DeparormcnL subject only to the County officer in file amount of any applicable transfer a-tdror recording matters provided for in this contract. tax parable by reason of the delivery or recording of the deed or mortgage, 14- Closing,Deed and Title(a)"Closing"means the scnlcmrn[of the if any'shall be delivered by the parry required by law or by this contract to obligations of Seller and Purchaser to eachother under this contact, Fay such transfer andror recording tai,together with any required tax he delivery to returns duly eiecuted and sworn to and such party shalt cause any such including the payment of the purchase pece to Seller,and t checks and returns to bedelivered to the appropriate officer promptly after Purchaser of a BARGAIN AND SALE DEED W1771 COVENANTSCloshhg.The oblig-•dor.to pay any additional tai or deficiency and any AGAINST GRANTOR'S ACTS deed eres in proper statutory short form for intt orpenalties dyer Von shall survive Closing record,duly executed and acknowledged,so as to convey to Purchaser fee simple title to the Premises,free of all encumbrances,except as otherwise 18_ Apportionments and Other Adjustments; Water Meter and herein stated.The deed shall contaio a covenant by Seller as required by Installment Assessments.(a)To the extent applicable,time following subd.5 ofSection 13 of toe Lien Law. shall be apportioned as of midnight of the dory before the day of Closing (b) If Seller is a corcoration,ft shah deliver to Purchaser at the time (i) taxes.crater charges and sewer rents,an the basis of the 43,4- of Closing(i)a resolution of its Board of Directors authorizing the sale and lien p iod for v:hirh noses i delivery of the decd,and(ih)a certificate by the Secretary or Assistant �ar '�j `_:._ter . -•-ren,: _ Secretary of the corporation certifying such resolution and seakg lortr facts showing that the transfer is in conformity with the Tequiremerits ofdf_=rand— he-eeitcd - D Section 509 of the Business Corporation Law.TThe deed in such case shall contain arraital sufl-rcicnt to establish cempliarce xitlh that Section. (bj If Closing shall occur before a new tai rate is laud, the apportionment of taxes stall be upon the basis of the tax rate for the 15. Closing Date and Place-Closing shall take place at the office of immediately precedingfiscal period applied to the latestassessed velhadonm SELLER'S ATTORNEY At 10:00 o'clock on ON OR ABOUT FOURTEEN DAYS Q4) from receipt of Suffolk Cotmty Health (c) If rte c is a:water meter on the Premsr.Seller shall furnish a Department permit and Town of Southold building permit to reading to a date not more dhan 30 days before Closing and the unfixed constr»ct single family d-a-eifing. meter charge and sever rent.if any.shall be apportioned on the basis of such last reading. Closing will be covid compliant cod will be done remotely. (d) IF at the data of Closing the Premises are affected by an 16. Conditions to Closing.This contract and Purchasers obligation to assessment whicim is or may become payable in annual installmentc,and the purchase the Premises are also ,object to and conditioned upon the 'installment is then a lid or has be m paid,therm for the purposes of this fiilrlmentofthe following conditions precedent: contract ail the unpaid installments shall be considered due and shall be paid by Sellez at or prior q Closing (a) 'Ilene accuracy,as of rte dale of Closing.of the representations and warranties of Seller trade in this contract (e) Any L'r'ors or emissions in computing apportionments or other adjustmehts at Clcsing shall be Corrected :within a reasonable time (b) - - - __..__-_ _ - _ _ ._.._-- following Closa:g.This subparagraph shall survive Closing. 19. Allowance for Unpaid Taxes,etc Seller has the option to credit Alt - - Pu chas r as an adjus•,ment to die pt*rlhase price with the amount of any -d• i,}tom } tinpaidiaxes,acse�meats.mvaterchareesa-idsc'rverrer._s.tpgc•(lterwitmanj _„•,..e_.,a :-._r ,„-.-__-- +'nbrestr_ndp-naltsrihemortto2datenotlrsthan fivebasinessdaysafter h.. -� e s'`• "dun'`-dr-4-' Closing,provide]tear officiai bills txr-_far Computai to said date are tsprosy _^•- nae -s t^ -- :e. •eii �t> ii--h ---_- - _ produced at Closing. 20. Use or Purchase Price to Remove Encumbrances.If at Closing 24. Purehnscr's Lien.All money paid on accountof Otis contract.and the !there are other liens or encumbrances that Seller is obb bated to payor reasonable erpcnses Of examination of Title to the Premises and of any discharge.Seller may use any portion of tete cash balance of the purchase survey and survey inspection charges, are hereby made liens on the price to payor discharge them,provided Sellershallsimultaneously deliver Premises.butsuchHensshallnot continue after dcfaultbyPurchaserunder to Purchaser at Closing instruments in recordable form and sufficient to this contract satisfy such liens or encumbrance;of record,together with die cost of recording or filing said instruments.As an altemativc Seller may deposit 25. Notices.Any notice or other communication t Notice')sball he in sufficieat monies with he title insurance company employed by Purchaser writing and either(a) scat by either of the parties hereto or by their acceptable to and required by it to assure their discharge,but only if the respective attorneys who are hereby authorized to do so on their behalf or title insurance connuany will insure Pur Ihasr.'s title clearof the matters or by the Escrowee,by registered or cert! ed mail,postage prepaid,or insure against their entorecmcat out of the Premises and will insure Purchaser's institutional!ender clear or such matters.Upon reasonable (b) delivered in person or by overnight courier, witty receipt prior notice(by telephone or otherwise),Purchaser shall provide separate acknowledged,to the respective addresses giver,in this contract for die certified or official bank checks as requested to assist in c!caring up these !arty and the Escrowee,to whom the Notice is to be even,or to such otter matters, address as such party or Escrowee shall hereatlerdesignate by Notice given to the other party or parties and the Escrows pursuant to this rt mplL 2L The Examination;Seller's Inability to Convey; Limitations of Each Notice mailed shall be deemed given on The third business day Liability.(a)Purchaser shalt order an examination of title in respect or die following the date of mailing the same,except that any notice to Fscroivee Premises from a title company licensed orauthorized to issue title insurance shall be deemed given only upon receipt by Escrowee and each Notice by the New York State Insurance Department or any agent for such title delivered in person or by Overnight courier shall be deemed givea when company promptly after the execution of his contractor,if this coutract is delivered,or subject to the mortgage contingeir v set forth in paragraph 8,after a mortgage commitment Inas been accepted by Purchaser.Purchase,shall (c) with respect to e7(b)or v'20,sent by fax to the party`s attorney. cause a copy of the title report and of any additions thereto to be delivered Each Notice by fax shall be deemed given w!len transmission is confirmed to the attorney(s)for Seller promptly after receipt!hereof. by the senders fax machine.A copy of each Notice seat to a party shall also be sent to the party's attorney.The attorneys for the parties are hereby (b)(i) If at the date of Closing Sellers is unable to xansfer title to authorized to give and receive on behalf of their diems all Notices and Purchaser in accordance with his contract,or Purchases has other valid deliveries grounds for refusing to close,whether by reason of liens,encumbrances or other objections to title or otherwise(herein collectively railed=Defects), 26. No Assignment.This contract may not be assigned by Purchaser-M other than hose subiect to which Purchaser is obligated to accept title without the prior written consent of Seller in each instance and any hereunder or which Purchaser may have waived and otherdtan these which Purported assignment(s)made without such consent shall be void Seller has herein agreed ex ressly p to remove,remedy or discharge and it' 27_ Broker.Sellerandpumt6ia ff,e 3trep-resmt6and.'wwl:ants eotlic. Purchaser shall be unwilling to waive he same and to close title without that it has not dealt with any broker in connection with hi 'sala otherhari: abatement of hepar base price then,except as hereinafter set fo inn Seller DOUC'LAS ELLIMAN and COCHRAN(`Broker)and Seller shall pay shall have the right at Seller`s sole election,either to take such action as Broker an Seller may deem advisable to remove,remedy,discharge or comply with y commission earned pursuant o a separate agreement b Yween such Defects or m cancel his contract(ii)if Seller elects to take action to Seller and Broker.Seller and Purchaser shall indemnify and defend each remove,remedy or comply-with such Defects.Seller shall be enL'tled from other against any costs, claims and expenses. including reasonable time to time,upon Notice w h s clh De,to adjourn the date for Closing- attorneys'fees;arising out of the breach on their respective parts of any hereunder for a period or periods not=oeeding 60 days in he ii,grcgate representation oc al gement Clots; in this login des n provisions of (but not extending beyond he date upon which Purchasers mortgage hs paragraph shall contract. Closing or,if Closing does not occur,the commitment; if any,shall expire),and he date for Closing shall be termination of this contact adjourned to a date specified by Seller not beyond such period If For any 28. ,Ltiscellaueous. (a) All on-Tr understandings. agreements. reason whatsoever,Seller shall not have succeeded in removing remedying: representati'ons and warranties. oral or written. between Seller and or complying with such Defects at the expiration of such adjoummcat(s), Purchaser are merged in his cont=4 it completely expresses their firl! and if Purchaser shall still be unwilling to waive the same and to close title agreement and has been entered into after full imestigatiorr,neither parry without abatement of the purchase price,hen either party may cancel this relving upon any statement made by anyone else that is not set forth in this contract by Notice to the other given within 10 days after such adjourned contract date:(iii)notwithstanding the forepin;the existing mortgage(unless this sale is subject to he saltie)and any ratter created by Seller after the date (b) Neither this contract nor any provision thereof may be waived, hereofshafl bereleased_dischargedw• orotherwisecured by Seller changed or cancelled except in riti'ng.This ccmuact sia!2 also apply io to Closing and bind the heirs,distributees, legal repre--natives,successors and permitted ascimns of the respective parties,The patties hereby authorize (c) if this contract is cancelled pursuant to its terms,obex than as a heir respective attorneys to agree in writing to any changes in dates and result of Purchaser's default.this contract shall terminate and come to an time period,%provided For in his contract end,and neither party shall leave any f tithar•rights,obligations or liabilities against or to the other hereunder or Otherwise.except that:(i)Seller shall (c) Any singular word or term herein shall also be read as in he promptly refund or cause the Fseruwee to refwtd the Downpaynnent to plural and he neuter shall include!lie masculine and feminine gender. Purchaser and. unless cancelled as a result of Purchasers tkfardt or whenever the sense of this contract may require iL pursuant to paragraph S, to reimburse Purchaser for the net cost of examination of title,including any appropriate additional charges related (d) The captions is this contract are for convenience or reference therato,and the net cost,if actually paid or incur—.•d by Purchaser_Fur only and in no nay define,lint or desm-be die scope of his contract and urrdnngheexisthtgsurvryofhePremisesorofanewsurvey,and(ri)lhe slallnotbuconsidered'mtheinterpretationofthiscontracioranyprevision obligations under paragraph 27 shall survive the lennination of his hereof. contracL (e) This contract shall act be binding or effective until duly executed 22. Aftldarit as to Judenrcats,Bankruptcies,etc Ifa 6Le mxw.ination and delivered by Seiler and Purchaser. discloses juds nttrts,banknrptcies or other returns against perstms having names the same as or similar to hat of Serle,Seller shall deliver an (fl Seller and Purchaser shat! comply :v;dr IRC reporting alfiithrit at Closing showine that the;are not against Seinery. requirements,if apphablc,This Subparagraph shall survive Closing 23_ Defaults and Remedies.(a)IfPtuclnast fdera efcund Sellers (g) Each pary shalt,of any time and ftm time to time,execute. sole remedy shall be to receive and retain Ute Doc, vncnt as 1(auidabxi acknowledge where appropriate and deliver such kcriber instruments and tea' documents and take-such other action as may be reasonably requested by damages:It being agreed that Seller's damages in case of Prtrdrasers default migh, be impossible to ascertain and hz d:a Doisz navment the other in order to carry out Vic inlennt atxl puWse of itis cont a t This constitutes a fair and reasonable amount of damages ureter the s oparagniph sba!!survive Closing. circumstances and is not a Ir:real Y. (h) This ccwract is icwucat for the exclusive benefit of the parr (b) If Sel!cr defaults hereunder.Putthas-shall have such rentedics h` A an" c o`edtervise etpressly ort:id d E erein.shall rot Le for as Purchaser shalt be entitled to at Lw or in equity_including,but not tine benefit of.and small not create any rights in,or be enibrceahle by,any limited to_specific perfonnancc other person or�toty. 'signatures on next page] HV 1L IrNTHSS 1iZiEREOF,this contract has been duty executed by the parties hereto. ----- ---___ BY _ MILEVA GOBIC, ScHer Purchaser Receipt of tlie.doWniy aeknowl—Iged and the undersigned ag:ces to act in acco Mance with the nrovfsions of paragraph 6 above_ Escroxxee Atiomey for Seller: Attorney for Purchaser. PATRICIA C.MOORE MICHAEL FERRtiGGIA 51020 Main Road Bruno,GeAino,Soriano&-Atjken LLP Southold,New York 11971 445 13ROADHOLLOW RD STE 420 Tel 631-7654330 Fax:631-765-4643 k1ELVILLE,NTY 11747 (631)390-0010 RIDER TO CONTRACT OF SALE: SELLER:MILEVA GOBIC +p;;i>&-V 1 PURCHASER:ROBERTS PREiIMISES*5 MAILER COURT,SOUFHOLD,NEW YORK SCT-M: 1000-70-9-36 This Rider io Contract shall supersede the provisions of the Standard"Form- Contract to which it is attached and made a part hereof ifthe provisions of this Rider are inconsistent with the Contract. A. Petiinic Say Community Preservation Fund The Purchaser is responsible to pay the Peconic Bay Community Preservation Fund tax. B. Ttircliaser's Information ERP-52.171 Purchaser hereby confirms the information set forth below is correct. ALL information required to complete the New York State RP-5217 must be provided at the time of contract-sig<ting as the Suffolk County Clerk WILL NOT accept handwritten changes on said form at the time of recording the Deed after the Closing. Prirchasei's current 3 SANDIE LAIN-E mailing address: P-0. Box or Street Address Town 1 Village,State,Zip MANORVILLE NY 11949 Code Mailing Address where 5.4vLE t Purchaser wants tax bill fcir.the.:Prem std be € trtailed afbdf Closine . i I?iitchaser's•Tel hone: ' 631-90541189' C. Reorei6pfi eti's In addition to the representations set forth in section 12 of the Contract,the Purchaser expressly warrants and represents that the Purchaser has examined the premises,has had ample time to perform such tests as have been agreed upon (if any), has consulted independent professionals concerning the property and surrounding area,has made necessary inquiries with city,state and federal agencies about environmental conditions on the property and in the surrounding area,and has had the opportunity to thoroughly investigate all zoning issues, certificates of occupancy, and other matters that might affect the value_ reputation,or other use of the property- D. Permit anarovals: Contract is subject to Purchaser,at their own cost and expense,obtaining from the Suffolk County Health DepartmcntndrTn� Saa€tholdiOWldin� int �— -- - - �. � _0 pon rilat a iA-sa ztar syste and=a d 5edroom shouse,pursuant to ZBrdecision attached. Purchaser is hereby authorized to drill one or more"test holes"in orderto obtain data of the subsoil conditions meeting Health Department standards. ` Purchaser shall have 90 days from date of contract containing all required information for filing Suffolk County Health Department application- Purchaser shall promptly order a survey. Provided Purchaser has pursued said applications diligently,Seller gill extend contract time up to an additional 60 days for receipt of Health Department approval_ Se11er.will cooperate with purchaesr's application(s)which cooperation shall include,but not be limited to,providing smell owner consents as may be required by any relevant agency amtror municipality. E. Signatures This Contract may be executed by "electronic" signatures, and signature by facsi_raile or scanning are acceptable for the execution of this Contract. The Contract may be signed in counterparts which when taken together shall constitute a binding Contract. This Contract shall not constitute a binding Contract until such time as the Downpa}meat has been received and deposited by the Escrowee and the Seller has signed the Contract and same has been delivered to the Purchaser's attorney. wIT-NFSS WHEREOF,this contract hes been duly executed by the parties hereto- *J a . , �:t= ROP._T%ii� `t7�C .�t3S MILEVA GOBIC, Seller Ptcrt haler � CERTIFICATE OF LIABILITY INSURANCE DA pec®R® 6/7/D ® 2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION 1S WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCENTACT R NAME: Debra Ferraro Brazier Insurance Agency H ONE o Ext : (631)286-1400 Far�C No,: 16311286-1406 1745 Montauk Highway ADDRESS.brazier-debra@optonline.net INSURERS AFFORDING COVERAGE NAIC n Bellport NY 11713 INSURER A:Southwest Marine & General Insurance Cc INSURED INSURER 13: DJ Custom Homes Corp. INSURERc: 3 Sandie Lane INSURER D: INSURER E Manorvi.11e NY 11949 INSURERF: COVERAGES CERTIFICATE NUMBER:CL216718940 ' REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFiNSURANCE ADDLSUBR POLICY EFF POLICYEXP LTR aa POLICYNUMBER MM/DD MPdIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000 DAMAGE TO RENTED A CLAIMS-MADE FOOCCUR PREMISES Ea occurrence S 500,000 X GL202ORLH00511 10/24/2020 10/24/2021 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 2,000,000 GENIAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE S 4,000,000- I 00,EOG- X POLICY F PRO- ❑ JECT LOC PRODUCTS-COMPIOPAGG S 4,000,000 OTHER: 5 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 5 Ea accident) ANY AUTO BODILY INJURY(Per person) S ALL AUTOS OVN ED LIT SVNED SCHEDULED BODILY INJURY(Per accident) S NON-MNED PROPERTY DAMAGE HIREDAUTOS AUTOS 1Per acdden0 5 X UMBRELLA LIAR OCCUR EACH OCCURRENCE S 5,000,000 A EXCESS UAB HCLAIMS-MADE AGGREGATE 5 5,000,000 DED I I RETENTION S EX2020RL1100061 10/24/2020 10/24/2021 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOWPARTNERIEXECUTIVE OFFICERIMEMSEREXCLUDED? ❑ NIA E.L.EACH ACCIDENT 5 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 5 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NO E ML-L-BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE-PetICPROVISIONS. Southold, NY 11971 :V: Kevin Srazier/D 771euudersi$aedraPreLc�rt<tol, hurlfuri:o i rr.1— ©1988-2014 ACOR CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1NS025(201401) MYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A n A A n 461572203 ° BRAZIER AGENCY 'F� 1745 MONTAUK HIGHWAY •p .�3• BELLPORT NY 11713 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 53095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12366960-9 1 754584 07/17/2020 TO 07/17/2021 6/7/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID ROBERTS VICE PRESIDENT JAMES ROBERTS DJ CUSTOM HOMES CORP THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:671511154 U-26.3 ysTAT Workers' CERTIFICATE OF INSURANCE COVERAGE SSATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a,Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE MANORVILLE,NY 11949 1c.Federal Employer Identification Number of Insured Work Location of Insured(only required if coverage is specifically limited to or Social Security Number certain locations in Now York Slate,I.o.,Wrap-Up Policy) 461572203 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box'Ila" DBL571625 SOUTHOLD, NY 11971 3c.Policy effective period 01101/2021 to 12/31/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. n B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's,employees eligible under the NYS Disability and Paid Family Leave Benefits law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 6/7/2021 By (Signature of insurance cardar's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been-checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS workers'Compensation Board Employee) Telephone Number Name and Tiitle Please Note:Only insurance carriers licensed to write NYS disability and paid family leave beneTts insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111111I111111{IIIIIIIIIIIII�IIIIIIIINIIII,IIIIIIII ACCA Manual DJS HVAC Load Calculations for Residence 465 Mailer Ct Southold,NY EMAIL Prepared By: Matt Wahl Energy Rating Service,Inc Islip Terrace,NY 11752 631-566-8439 Friday,June 4,2021 Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhvac-Residential&Lf ht Commercial HVAC Loads. Elite Software Development, Energy_Ratinp Service.„ _ ,_-._:.w _� � � `- ACCA,Manual_DJS, Isli`T r e NY"11752 Page 2 Pro-ect Report General Project Information Project Title: ACCA Manual DJS Project Date: 06/04/2021 Client Name: Residence Client Address: 465 Mailer Ct Client City: Southold,NY Company Name: Energy Rating Service,Inc Company Representative: Matt Wahl Company City: Islip Terrace,NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Desi n Data----- Reference ata----Reference City: Suffolk County AFB,New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReI.Hum Rel.Hum [y Bulb Difference Winter:, 10 9 n/a n/a 70 n/a Summer: 83 71 56% 45% 75 37 Check Figures— Total i ures—Total Building Supply CFM: 1,475 CFM Per Square ft.: 0.690 Square ft.of Room Area: 2,137 Square ft.Per Ton: 915 Volume(W): 18,503 Building-Loads.–._. Total Heating Required Including Ventilation Air: 26,568 Btuh 26.568 MBH Total Sensible Gain: 25,452 Btuh 91 % Total Latent Gain: 2,564 Btuh 9 % Total Cooling Required Including Ventilation Air: 28,016 Btuh 2.33 Tons(Based On Sensible+Latent) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\465 Mailer Ct_06032021 ACCA Manual DJS.rh9 Friday,June 4,2021, 1:53 PM Rhvac-Residential&Ll9ht Commercial HVAC Loads Elite Soft%arebevelopment,•l6c. Energy,RatingSeryice.-.,;.i _ : .__:.,._=._._z._ _ACCA.ManuaLDJS, f li Te rkp NY-11752 _ _ :Pgo 3 Load Preview Report Sccge Ton /Tor Are Gairi Gaft' Seni n' Gain oss, HSe6tg! C19 AcG Sz -I-�_� -, CFM CFM CFM Buildinq 2.33 915 2,137 25,452 2,564 28,016 26,568 1,475 1,475 1,475 Svstem 1 0.80 1,301 1,035 9,174 374 9,548 11,37E 6751MI 675 9x1 Ventilation 132 374 506 988 Zone 1-Clq.:72%,Hto.:64% 667 7,500 0 7,500 6,616 430M 485 1-Bed 2 215 3,096 0 3,096 2,505 163 200 9 2-Bed 3 157 2,209 0 2,209 1,449 941in 143 8 3-Bed 4 146 1,808 0 1,808 1,622 105 117 7 4-Bath 150 387 0 387 1,040 68 25 4 Zone 2-Clo.:28%.Him:36% 368 2,946 0 2,946 3,774 245 'ii 190 5-Bed 1 212 2,202 0 2,202 2,153 140 142 8 8-Bath 1 156 744 0 744 1,621 1051 48 4, Svstem 2 1.54 716 1,102 16,278 2,190 18,468 15,191 8001W; 800 10x1 Ventilation 132 307 439 988 Zone 1 1,102 16,146 1,883 18,029 14,203 8001 800 6-Powder 28 164 0 164 47 3M 8 4 7-Laundry 59 609 0 609 459 26M. 30 4 9-Mudroom 131 331 0 331 700 39M 16 4 10-Kitchen,Dininq.Livinq 820 14,563 1,883 16,446 10,855 6111M 722 8,8,8,8, DD 11-Stairwell 65 479 0 479 2,142 121 24 Not M 1--4-4 Sum of room airflows may be qreater than system airflow because system has multiple zones. E:\...\465 Mailer Ct_06032021 ACCA Manual DJS.rh9 Friday,June 4,2021,1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Energy Rating Service_:-,__- ACCA_Manual DJS; Islio Terrace NY-11752 _ -Page 4 Duct Size Preview Room or Source Minimum Maximurtj ROughl Design SPI Duch Duct Htg I Cig Act. I Duct Reg Duct Name Velocity Velocity Factor U100 Loss Velocity LengO_Flow_ Flow,_FIowj-Size- Size Svstem 1 Supply Runauts Zone 1 1-Bed 2(SR-100) GMDD 0 750 0.01 0.08 0.047 452.7 20.66 1632200 9 12x8 2-Bed 3(SR-110) GMDD 0 750 0.01 0.08 0.031 409.7 6.933 94 143 8 12x6 3-Bed 4(SR-120) GMDD 0 750 0.01 0.08 0.041 437.8 12.471 105111111111100 117 7 12x6 4-Bath(SR-130) GMDD 0 750 0.01 0.08 0.029 286.5 16 68� 25 4 8x4 Zone 2 �� 5-Bed 1(SR-140) GMDD 0 750 0.01 0.08 0.033 406.8 11.819 140M. 142 8 12x6 0 750 0.01 0.08 0.014 275 2.953 4 8x4 8-Bath 1(SR-150,SR-160 GMDD 0 750 0.01 0.08 0.016 275 5.9 105 48 4 8x4 Other Ducts in System 1 I, Supply Main Trunk(SMT GMDD 0 900 0.0003 0.08 0.317 832 3.281 S7 675 676 9x13 RR-100 GMDD 0 0 0.01 0.08 0.031 386.3 9.3 169 16 169 7x9 12x8 RR-110 GMDD 0 0 0.01 0.08 0.033 386.3 12.9 169 16 169 7x9 12x8 RR-120 GMDD 0 0 0.01 0.08 0.039 366.3 16.4 169© 169 7x9 12x8 RMT-100 GMDD 0 0 0.0003 0.08 0.038 748.8 2.3 676 67 676 10x13 RT-110 GMDD 0 0 0.0003 0.08 0.049 695.3 1.312 3381M 338 7x10 ST-110 GMDD 0 900 0.0003 0.08 0.048 690 1.641 362M 460 12x8 ST-115 GMDD 0 900 0.0003 0.08 0.006 585 5.578 19925 260 8x8 ST-240 GMDD 0 900 0.0003 0.08 0.031 570 2.3 246 19 190 6x8 ST-250 GMDD 0 900 0.0003 0.08 0.027 570 1.969 246 19 190 6x8 ST-260 GMDD 0 900 0.0003 0.08 0.027 531.3 6.562 140 14 142 7 ST-270 GMDD 0 900 0.0003 0.08 0.007 345.6 9.844 106M 48 4.5 RR-140 GMDD 0 0 0.0003 0.08 0.04 507 7.547 169 16 169 6x8 12x8 Svstem 2 Supply Runouts Zone 1 6-Powder(SR-190) GMDD 0 750 0.01 0.08 0.002 91.7 5.9 3M 8 4 8x4 7-Laundry(SR-170) GMDD 0 750 0.01 0.08 0.023 343.8 4.047 26. 3 30 4 8x4 9-MudrOOm(SR-180) GMDD 0 750 0.01 0.08 0.008 183.4 6.724 39M 16 4 8x4 0 750 0.01 0.08 0.043 412.5 23.637 8 12x6 10-Kitchen,Dining,Living 0 750 0.01 0.08 0.039 412.5 17.724 8 12x6 (SR-200,SR-210,SR-220, GMDD 0 750 0.01 0.08 0.03 412.5 6.238 611 72 722 12x6 SR-230.SR-2401 0 750 0.01 0.08 0.027 412.5 1.467 8 12x6 0 750 0.01 0.08 0.031 412.5 7.222 8 12x6 11-Stairwell Built-In 0 750 0.01 0.1 272.2 121®2 24 1-4 Other Ducts in System 2 Supply Main Trunk(SMT GMDD 0 900 0.0003 0.08 0.315 796.1 4.266 678 77 774 10x14 RR-130 GMDD 0 0 0.0003 0.08 0.058 822.9 3.281 8000M 800 10x14 24x24 RMT-120 GMDD 0 0 0.0003 0.08 0.048 822.9 4.266 8001M• 800 10x14 ST-130 GMDD 0 900 0.0003 0.08 0.058 779.7 1.312 639jo 758 10x14 ST-140 GMDD 0 900 0.0003 0.08 0.063 748.8 10.172 613 72 728 10x14 ST-180 GMDD 0 900 0.0003 0.08 0.048 748.8 4.6 613 72 728 10x14 STA 90 GMDD 0 900 0.0003 0.08 0.06 740.6 9.188 610M 720 10x14 ST-200 GMDD 0 900 0.0003 0.08 0.049 691.2 2.625 4881M 576 12x10 ST-210 GMDD 0 900 0.0003 0.08 0.056 691.2 10.5 .3660 43 432 9x10 ST-230 GMDD 0 900 0.0003 0.08 0.026 493.7 3.281 122= 144 6x7 ST-220 GMDD 0 900 0.0003 0.08 0.033 592.5 1.969 244 JF2'00 288 7x10 Summary Svstem 1 EA...1465 Mailer Ct 06032021 ACCA Manual DJS.rh9 Friday,June 4,2021, 1:53 PM Rhvac Residential&C�ght Commercial HVAC Loads " Ehte Software Development 16C. Energy.Rattnq Service }. _ - ACCA,Manual D'JS Islip Tercace NY 11752 - PagtS Duct Size.Preview. cont'd Summary Heatina Flow: 675 Desian Friction Rate: 0.081 TEL Return: 159 Cooling Flow: 675 Total Cumulative SP Loss: 0.563 TEL Supply: 178. Fan ESP: 0.563 Device SP Loss: 0.29 TEL Total: 337. Fan SP Available: 0.273 Return Loss Added to SUDDIV: 0.127 Svstem 2 Heatina Flow: 800 Desian Friction Rate: 0.078 TEL Return: 122. Cooling Flow: 800 Total Cumulative SP Loss: 0.843 TEL Suooly: 586. Fan ESP: 0.843 Device SP Loss: 0.29 TEL Total: 708. Fan SP Available: 0.553 Return Loss Added to SUDDIV: 0.106 E:\...\465 Mailer Ct_06032021 ACCA Manual DJS.rh9 Friday,June 4,2021,1:53 PM Elite Rhvec-Residential&Llght Commercial HVAC Loads Software Development Inc; Enerpy;RadngSeryice �y - AdcAManual;DJS. Islip Terrace NY 177521'x° Total-Building Smmary Loads Component Area Sen, Lat Sen Total: I Descri tion,. . . _._ :Quan : : .Loss`. .. Gain Gain U:0.30,SHGC:0.30:Glazing-U:0.30,SHGC:0.30,U-value 286.3 5,155 0 8,016 8,016 0.3,SHGC 0.3 11 P:Door-Metal-Polyurethane Core,U-value 0.29 21 365 0 116 116 11D:Door-Wood-Solid Core,U-value 0.39 69 1,614 0 512 512 12F-Osw:Wall-Frame,R-21 insulation in 2 x 6 stud 2179.6 8,500 0 1,174 1,174 cavity,no board insulation,siding finish,wood studs, U-value 0.065 12D-Osw:Wall-Frame,R-15 insulation in 2 x 4 stud 199.5 1,029 0 215 215 cavity,no board insulation,siding finish,wood studs, U-value 0.086 r38:Roof/Ceiling-Roof Joists Between Roof Deck and 1859.3 3,569 0 595 595 Ceiling or Foam Encapsulated Roof Joists,Custom, R-38 open cell 1/2 Ib.spray foam,10.5 inches in 2 x joist cavity,U-value 0.032 20P-30:Floor-Over open crawl space or garage,Passive, 112.2 235 0 12 12 R-30 blanket insulation,any cover,U-value 0.035 19A-30p:Floor-Over enclosed crawl space,No insulation 1059.4 1,814 0 241 241 on exposed walls,sealed or vented space,passive, R-30 blanket.U-value 0.034 Subtotals for structure: 22,281 0 10,881 10,881 People: 6 1,200 1,380 2,580 Equipment: 683 9,131 9,814 Lighting: 160 546 546 Ductwork: 0 0 0 0 Infiltration:Winter CFM:35,Summer CFM:0 2,312 0 0 0 Ventilation:Winter CFM:30,Summer CFM:30 1,975 681 263 944 AED Excursion: 0 0 3,2-513 Z5-1- Total Building Load Totals: 26,568 2,564 25,452 28,016 Check Fi Ures Total Building Supply CFM: 1,475 CFM Per Square ft.: 0.690 Square ft.of Room Area: 2,137 Square ft.Per Ton: 915 Volume(ft'): 18,503 [.Building Loads. Total Heating Required Including Ventilation Air: 26,568 Btuh 26.568 MBH Total Sensible Gain: 25,452 Btuh 91 % Total Latent Gain: 2,564 Btuh 9 % Total Cooling Required Including Ventilation Air: 28,016 Btuh 2.33 Tons(Based On Sensible+Latent) Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\465 Mailer Ct 06032021 ACCA Manual DJS.rh9 Friday,June 4,2021,1:53 PM LF7!,�Vir-Residential&Light Commercial HVAC Loads Elite Software Deve(opment,,lric: nergRice ACCA Manual DJSm-Terrace+NY==11752 'zPa ,7. Equipment Data -'S.stem , - 2nd Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1618AJ1/RCF2417STA Indoor Model: RA1618AJ1/RCF2417STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Capacity: 18,000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R96VA402317MSA Manufacturer: RHEEM Capacity: 40,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F,SOWB:71 F,WODB:10F,SIDB:75F,SIRH:45%,WIDB:70F,Sen.gain: 9,174 Btuh,Lat.gain:374 Btuh,Sen.loss: 11,378 Btuh,Entering clg.coil DB:75.2F,Entering clg.coil WB:61.3F, Entering htg.coil DB:68.7F,Clg.coil TD:20F,Htg.coil TD:70F,Req.clg.airflow:412 CFM,Req.htg.airflow:135 CFM E:\...\465 Mailer Ct_06032021 ACCA Manual DJS.rh9 Friday,June 4,2021, 1:53 PM Rhvac Residential 8 Light,Commeraal HVAC Loads Elite Software Development Inc Energy,Ratiriq Service _ - CCA Manual DJS_ Isla :Teri c NY• 11 52 ` � �' � .P e8. E ui Ment Data _S stem 2- 9st.Floor Cooling System Type: Standard Air Conditioner Outdoor Model: RA1624AJ1/RCF2417STA Indoor Model: RA1624AJ1/RCF2417STA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 24,000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18000 Adjusted Latent Capacity: 6000 Efficiency: 14.5 SEER Heating System Type: Propane Furnace Model: R96VA402317MSA Manufacturer: RHEEM Capacity: 40,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F,SOWB:71 F,WODB:10F,SIDB:75F,SIRH:50%,WIDB:70F,Sen.gain: 16,278 Btuh,Lat.gain:2,190 Btuh,Sen.loss:15,191 Btuh,Entering clg.coil DB:75.2F,Entering clg.coil WB:62.7F, Entering htg.coil DB:68.9F,Clg.coil TD:20F,Htg.coil TD:70F,Req.clg.airflow:736 CFM,Req.htg.airflow: 185 CFM E:\...\465 Mailer Ct 06032021 ACCA Manual DJS.rh9 Friday,June 4,2021,1:53 PM Rhvac-Residential'&Light Commercial HVAC Loads Elite Software bevelopment,4n'c: Energy Rating ServiceACCManual- DJS Isli�rrace.NY•11752 _ —Rag_ 9 Manual S Performance Data _System 1 - 2nd floor Loads and Desi n.Conditions. Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 9.174 Outdoor Wet Bulb: 71 Latent Gain: 0.374 Indoor Dry Bulb: 75 Total Gain: 9.548 Indoor RH: 45 Load SHR: 0.96 Supply Airflow: 675 Entering Dry Bulb: 75.2 Entering Wet Bulb: 61.3 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 11.378 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.7 Indoor RH: 30 Supply Airflow: 675 ,Equipment Performance_Data-at-System_Design.Conditions_ This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner,Outdoor Model:RA1618AJ1/RCF2417STA,Indoor Model: RA1618AJ1/RCF2417STA Nominal Capacity:18.000,Manufacturer:RHEEM _EDB- - - Total PoHior` I5.2°F. EWB Air Flow ODB `" �..-'F, ` t I it apacy Input"F CFM F CSensible MBtu SIT Capacity M_8tuh , 61.3 Tp -675 883; 18 1.27 0.75 13. Interpolation Results: Percent Laad of Load Sensible Capacity: 13.500 9.174 147% Latent Capacity: 4.500 0.374 1204% Total Capacity: 18.000 9.548 189% Power Input: 1.27 Heating: Model Type:Propane Furnace,Model:R96VA402317MSA,Nominal Capacity:40.000,Manufacturer:RHEEM Results: Percent Laad of Load Heating Capacity: 40.000 11.378 352% E:\...\465 Mailer Ct 06032021 ACCA Manual DJS.rh9 Friday,June 4,2021, 1:53 PM Rhvac-ResidentiaI&Light Commercial HVAC Loads: Elite Software Development,lric: Energv Rating_ Service -_ __, _,-F__ _ i, ACCA Manual DJS I�Iip T r�race Y.11752 — - - - Page 10 Manual S Performance Data _ S stem 2- 1st Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 16.278 Outdoor Wet Bulb: 71 Latent Gain: 2.190 Indoor Dry Bulb: 75 Total Gain: 18.468 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 800 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 15.191 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.9 Indoor RH: 30 Supply Airflow: 800 E ui ment.P_erformance_Data_at_S .stem_Desi n Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Standard Air Conditioner,Outdoor Model:RA1624AJ1/RCF2417STA,Indoor Model: RA1624AJ1/RCF2417STA Nominal Capacity:24.000,Manufacturer:RHEEM Entered Internol nn Data- EDB EWB Air Flow ODB Total Power'1.w::. 75,2°F Capacity Input °F CFM °F Sensible MBtuh kW S(T Capacity 62.7F�0E 8 24 1.27 0.75 18 Interpolation Results: Percent Load of Load Sensible Capacity: 18.000 16.278 111% Latent Capacity: 6.000 2.190 274% Total Capacity: 24.000 18.468 130% Power Input: 1.27 Heating: Model Type:Propane Furnace,Model:R96VA402317MSA,Nominal Capacity:40.000,Manufacturer:RHEEM Results: Percent Load of_Loasi Heating Capacity: 40.000 15.191 263% E:\...\465 Mailer Ct 06032021 ACCA Manual DJS.rh9 Friday,June 4,2021,1:53 PM North ST-180,10x14" ST-190,10x14" ST-200,12x10" ST-210,9x10" I- >- ST-220 7x10" U Z ST-23d,6x7" ff W � 0 Ln ita R403.3.8 Duct system sizing. .�1Ducts shall be ized In accordance �\� with ACCA Manual D based on calculations made in accordance SMT-120,10x14" RMT-120,10x14" with Sections R4D3.7 and R403.8. (NYSVed+Energy Code 2020) ST-130,10x14" ST-140,10x14" R403.6 Merhaniral venftd.n (Mandatory),The Building shall be provided with ventilation that ti 8 complies with the requlrements of - g the Residential Code of New York State or Mechanical Code of New York State or New York Oty Canstruc0on Code,as applicable, V z g N or with other approved means of ventilation.Outdoor air Intakes F .a and eXhausts shall have yyW n automatic or gravity dampers that dose when the ventilation system W uW4i Is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.Fans used to provide whole-crouse merhaniml ventilation shall meet Me efficacy requirements of Table R403.6.1 HRV or ERV 1.2 ffm/watt Range hoods 2.8 cm/watt t L _4_• q u$v c In-line fan 2.8 cfm/watt Bathroom watt dmIS. 4 l. cfm/ (10 "4 ) _.r Bathroom 2.8 cfm/watt(g0uj th-6,fa j MANua Ml o zBdnvwa Z BASEMENT } SCALE:1/16"=1'-0" 140,8" U Z \\ R=240,\ O SR-230,8" \\ Ln -150,4" �'b O `SR- 90 �if W., irnn� Ivin \ \\� : : .M drppmSLau 160,4" R403.3.8 Duct system slang. Ducts shall be sized in aaordance � with ACCA Manual D based on \ �\\ _ \ :\ calculabons made in accordance \\ �R- S with Sections R403.7 and R403.8. \ (NYStre h Energy Code 2020) \�`�\_ \\\\\\\� �`. -200,8 R403.6 Mechanical venbla0on (Mandatory),The Bwldhng shall u E be provided with ventilation that complies with the requirements of the Residential Code of New York State or Merhanlcal Code of New York State or New York City Construction Code,as applicable, or with other approved means of ventilation.Outdoor air Intakes W nC .2 to a and exhausts shall have "C C automatic orgravity dampers that W •J atG dose when the ventilation system w is not operating. w R403.6.1 Whole house mechanical ventiiabon system fan of cacy.Fans used to provide whole•house mechanical ventilabonshall meet the efficacy requirements of Table R403.6.1 HRV or ERV 1.2 dm/watt Range hoods 2.8 dm/watt '^" In-line fan 2.8 cm/watt -b,-L —_— t5 i.. Bathroom 1.4 dm/watt(10 dm) '�.... .�.�-...._•..i--••---"�` i 22 K m n..s Bathroom 2.8 dm/watt(90 dm) -- s a u¢'o CUJ 3 fl `� MANUAL M2 thioom fa � D 2B�wa Z 1ST FLOOR fLti�l SCALE:1/16"=1'-0" � North W � _1O ST-260,7" _ p' ST-240,6x8" RMT-100,10x13' ST-250,6x8" Lr) O RT-110,7x10" ST-270,4x5" CrI SMT 100,9x13" ST-110,12x8" f ST-115,8x8" ijj R403.3.8 Duct system sizing. Ducts shall be sized iNO accordance with ACOA Manual D tweed an :f .1mla0ons made in accordance I with SeW ons R403.7 and R403.8. - (NYStedi Energy Code 2020) R403.6 Mechanical ventilation (Mandatory),The Building shall be provided with ventilation that g complies with the requirements of „( d the Residential Code of New York r State or Mechanical Code of New York State or New York City "J Construction Code,as applicable, �'a or with other approved means of �/ j �°T N ventilation.Outdoor air intakesCC a. and exhausts shall have W n . automatic or gravity dampers that W i dose when the ventilation system Is notoperabng, w R403.6.1 Whole-house mechanical ventilation system fan efficacy.Fans used to provide whole-house mechankal ventilation shall meet the efficacy requirements of Table R403.6.1 HRV or ERV 1.2 dmlvralt W- - Range hoods ZB cfNwatt.1ne fan 2.8 cfm/watt ruBathroom 1.4 cfm/watt(10 dm Bathroom 2.8 cfm/watt(90 dm) - sLU LU _ d MANUAL M3 -etliroom fa t' D 0 ZBcm wa 2ND FLOOR T �} SCALE:1/16"=1'-0,. Florae Energy Rating Certificate Rating Date;2021-06-03 ENRE Registry ID: irlA7y en, I . Projected Report EkotropeID: x256E85L / ® c• • - • Savings ur home's HERS score is a relative 465 Mailer*Ct performance score.The,lower the number, Southold, 11971 the 1 5 ie energy efficient the h To $3,320 - Builder.Yo • o - .-• • -•- • R• s. Development Your Home's Estimated Energy Use: This home meets or exceeds the Use(MBtu) Annual Cost criteria of the following: Heating 60.9 $2,173 2016 New York ECCC Cooling 2.2 S59 2018 International Energy Conservation Code Hot Water 9.7 $350 2015 International Energy Conservation Code Lights/Appliances 16.8 $447 2012 International Energy Conservation Code Service Charges $164 2009 International Energy Conservation Code Generation(e.g.Solar) 0.0 S0 2006 International Energy Conservation Code Total: 89.7 $3,192 r Home Feature Summary: Hating Completed by: N•,.r�•� Home Type: Single family detached i� sso Model: custom home Energy Rater: Mattwahl E>,isUng sea RESNET ID: 2572845 Homes Community: n:`a Conditioned Floor Area: 2.052 ft' Rating Company:Energy Rating Senfice Inc SJ0 35 Tellar Dr,Islip Terrace,NY 116752 uo hlumL�erof Bedrooms: 3 Reference ilk 631-565-8439 Home ioo Primary Heating System: Furnace•Propane•96,AFUE 90 Primary Cooling System: Air Conditioner.Electric.14.5 SEER Rating Provider: Building ENciencyP,esources BO PO Box 1769 Brevard,NC 28712 ro Primary Water Heating: Water Heacer.Propane•0.87 Energy Factor 800-399-9620 e 4, 60 House Tightness: 3 ACH50 4 sn bentiiation: 65 CFM,GS CFM.22.75 Watts(Default),22.75 Watts I 40 This Home (Default) ,✓f(�`{,{// ' ••.'_�, Duct Leakage to Outside: 25 CFM C�25Pa(2.42/100 ft') M Above Grade Walls: R-21 Zero Energy Home o Ceiling: Vaulted Roof,R-39 Matt'Nahi,Certified Energy Rater c...... r 1.11E—ey 1YindovrType: U-Value:0.3,SHGC:0.28 Digitally signed:614/21 at 2.•17 PSA FoundationWalls: N/A • o• • /S • M o o• o 09 New York ECCC 2020 Performance Compliance f Property Organization Inspection Status ENtGt�gerfitce 465 Mailer Ct Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:nla Builder R1020-1-465MAILER-MJW Roberts Premier 465 Mailer Ct,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating S2,252 $2,321 Cooling S143 5122 Water Heating S456 S456 Mechanical Ventilation $28 S35 SubTotal.Used to determine compliance S2,879 $2,935 Lights&Appliances wlout Ventilation S835 $835 Onsite generation $0 SO Total S3,713 $3,770 R405.3 Source Energy Exception:The proposed home uses 1 MBttt MORE source energy than the reference home. Requirements ® 405.3 Performance-based compliance fails by 1 5?b The projected energy bill exceeds that of the New fork ECCC 2020 Performance reference house by S56 34(1 0 IJBtu), R402 4.1.2 Air Leakage Testing Air sealing is 3.00 AGH at 50 Pa.It must not exceed 3 00 ACH at 50 Pa ® 134025 Area-weighted average fenestration SHGC ® R402 5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment Efficiency ® Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met ® R403.6.1 Mechanical Ventilation Efficacy R405 2 Duct insulation Design fails.to meet the performance requirement for New York ECCC 2020 Performance compliance by 1.5%. As a aro party extension of the code jurisdiction utilizing these reports,I certify trial this energy code compliance document has been created in accordance bah the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Ctlmate zone 4.If rating is Projected,I certify that the building design described herein Is consistent Paih the building plans.specifications. and other calculations submitted r;itn the permit application. If rating is Confirmed. I cenity that the address referenced above has been Inspecteonested and that the mandatory provisions of the IECC have been installed to meet or exceed the Intent of the IECC or wii be verlrled as such by another party. Name: Matt Wahl Signature: Ad Organization: Energy Rating Service Inc Digitally signed: 614121 at 2:17 PM Ekotrope RATER-Version 4.0.0.2686 Nett'York ECCC 2020 Performance compliance results calculated using Ekotrops RATER's energy and code compliance algorithm including appropriate amendments Ekotrope RATER is a RESNE T Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shorn on this report New York ECCC 2020 UA Compliance Ear �yProperty Organization Inspection Status a. 19 ermce 465 Mailer Ct Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1020-1-465MAILER-MJW Roberts Premier 465 Mailer Ct,Southold Development This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 46.6 45.3 Above-Grade Walls 182.1 193.9 Windows,Doors and Skylights 117.8 110.9 Slab Floor: 0.0 0.0 Framed Floors 70.0 59.5 Foundation Walls 0.0 0.0 Rini Joists 8.2 7,1 Overall UA(Design must be equal or lower): 424.7 416.7 Requirements 402,11.5 Total UA alternative compliance passes by-1 M, 402 3.2 Glazed Average SHGC:0,28 Nlax SHGC:0.40 Fenestration SHGC R402.4.1.2 Air Leakage Testing Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. 8402.5 Area-weighted average fenestration SHGC 8402 5 Area weighted average fenestration U•Factor R404.1 Lighting Equipment Efficiency r4andatory Checklist hlandatory code requirements that are not checked by Ekotrope must be met R403.6.1 Mechanical Ventilation Efficacy R403.3.3 Duct Testing ® 403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC.2020 Prescriptive compliance by 1.9%. Name: Matt Wahl Signature: A*w Organization: Energy Rating Service Ino Digitally signed: 6/4/21 at 2:17 PM Ekotrope RATER-Version 4.0.0.2686 New York ECCC 2020 Prescriptive compllance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool All results are based on data entered by Ekotrope users Ekatrope disclaims ail liability for the information shown on this report New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder:Roberts Premier Development Company:Energy Rating Service Inc Projected Rating Address: Phone:631-566-8439 Rating No: 465 Mailer Ct,Southold,NY 11971 Rater:Matt Wahl Rater ID(RTIN):2572845 Date Rated:2021-06-03 Rated Home Calculated Energy Uso Rated Home Cost(Styr) (Ivt6tu) Heating 60,9 $2,173 Cooling 2.2 $69 Water Heating 9,7 5350 Lights&Appliances 16.8 $447 Photovoltaics _0.0 __80 . 89.7 r •,53.192 'Basad on standard 00AMng donwaony- _......_._,...... ,..... - -.... _..,,.,.�..... .„.Mw....__......,_ ...._..,.�.�.....»., Eltl with PV:53 ERI without PV:53 Electric(kWh):6,255.0 CO2 Emissions(Tons):7.4 Natural Gas(Therms):0.0 �xx This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERI.Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report,some of which are not verifie y E�ptrope. � Name: Matt Water Signature: � Organization: Energy Rating Service Inc Digitally signed: 6/4/21 at 2:17 PM f`?P'gnonTc�aQ., i Company:Building Efficiency Resources °_... Address:PO Box 1769 Brevard,NC 28712 Phone#:800-399-9620 a ,s No ssa-qac:/tial Fax#:877-399-1361 -` CRE°1TAT°?. 1 To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/se irch_directory (Projected. Confirmation required.) Jh Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house 8402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS" R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC)PASS 8403.1.2 Heat pump controls PASS' 8406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. 8403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS* 8403.3.5 Building cavities not used as ducts. PASS" R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 PASS 8403.6 Mechanical ventilation meeting the requirements of the IRC PASS' or IMC.Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit 8403.8 Systems serving multiple dwelling units to meet the PASS* mechanical requirements of IECC commercial code R403.9 Snow melt and ice.system controls installed where applicable PASS* 8403.10 Pools and permanent spa energy consumption meet PASS' requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS' R404.1 High efficacy fights installed in 75%of permanently installed PASS fixtures. This is a projected rating.These items must eventually be field-verified by the Rater,Field Inspector,Code Inspector,or Builder. 465 Mailer tit Southold, N.Y 11971 Builder: Roberts Premier Development Model: custom home Community: n/a This report is based on a proposed design and does not confirm field enforcement of design elements. THIS HOME IS CERTIFIED TO MEET THE NEW YORK ECCC 2020 ENERGY GODE Building Features Ceiling Vaulted Root,R-39 Duct Supply R-8.0+Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside 25 CFM @ 25Pa(2.421 100 ft2) Foundation Walls N/A Total Duct Leakage 25 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Propane•96 AFUE Slab N/A Cooling Air Conditioner•Electric•14.5 SEER Infiltration 3 ACH50 Water Heating Water Heater•Propane•0.87 Energy Factor Window U-Value:0.3.SHGC:0.28 AS a 3rd party extension or the cone jurisdiction Utilizing these reports,I certify that this energy code compliance document has been created in accordance ctm ire o: Chapter»of the adopted international Energy Conservation Code based on Climate zone 4,If rating is Projected.I certify that the building design cescnb=0 h--'em is cons s1er,:::mss"h= building plans.specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address reverences above has h t;,>,*F=std: sfC are that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or%All be venfied as such by another pare Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 6/4121 at 2:17 PM otrope -Version 4.0.0.2686 New York ECCC 2020 Certificate compliance results calculated usin Ekotrope RATER's energy and.code compliance algorithm.including appropriate amendrseas Ekotrope RATER is a RESNETAccredited HERS Rating Tool Ali results afa based on data entered by Ekohopa users. Ekotrope disclaims all liability for the information shown on his report. Air Leakage Report Property Organization Inspection Status ENY toce 465 Mailer Ct Energy Rating Service Inc Results are projected a1t� eivt Southold,NY 11971 Matt Wahl Model:custom home 631.566-8439 Community:n/a Builder R1020-1-465MAILER-MJW Roberts Premier 465 Mailer Ct,Southold Development General Information Conditioned Floor Area[ft") 2,052 Infiltration Volume[fN] 27,995 Number of Bedrooms 3 Air Leakage Measured Infiltration 3 ACH50 ACH50(Calculated) 3.00 ELA[sq.in.](Calculated) 76.79 ELA per 100 s.f.Shell Area(Calculated) 1,119 CFM50(Calculated) 1,400 CFM50/s.f.Shell Area(Calculated) 0,204 Duct Leakage System 1 System 2 Leakage to Outdoors 25 CFM @ 25Pa 40 CFM @ 25Pa (2.42/100 ft") (3.93/100 ft=) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @.25 Pa] 25.0 40.0 Total Leakage[CFM25/100 s.f.] 12.4 3.9 Total Leakage[CFM25/CFA] 10.024 0.039 Mechanical Ventilation Rate[CFM] 65 CFM,65 CFM Hours per day 12.0, 12.0 Fan Power 22.75 Watts(Default),22.75 Watts(Default) Recovery Efficiency% 0.0,0.0 Runs at least once every 3 hrs? true,true Average Rate[CFM] 32.5 CFM,32.5 CFM 2010 ASHRAE 62.2 Req.Cont.Ventilation 50.5 2013 ASHRAE 62.2 Req.Cont.Ventilation 30.5 Ekotrope RATER-Version 4.0.0.2686 All results are based on data entered bV Ekotrope users Ekotrope disclaims all liability for the Information shown on this report Building Summary EN�� Property organization Inspection status a np eNtC� 465 MailerCt Energy Rating Service Inc Results are projected cl Southold,NY 11971 "Jail Wahl Model custom home 631.566.8439 Communitv:n1a Builder R1020-1465t.1A1LER-114W Robert Premier Development 455 Llaller Cl,Southold GeneralBuitdinganformation' _ ! Number Of Bedrooms 3 _ Number Of Floors 2 Conditioned Floor Area[sq.ft.] 2,052. Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[Cu.ft) 27,995 Total Units in Building 1 Residence Type Single family detached Floor Number _ %lode) custom home Community We Climate Zone 4A Foundation Wall FoundationVAll Librkry List None Present Saab - _ Slab Library. List None Present -Framed Floor - Name Librarylype Carpet Floor Grade --- ' Surface Area Location Basement R30.FG2.10-16 eko wfo 0 Above Grade 1,389.0 ft. Insulated unconditioned sheetrock Basement, garage ceiling R30,FG2,10-16 eko 0 Above Grade 101-0 it' Uncondihoned,attached: garage Building Summary ENOfY Property Organization Inspection Status 1G CJUICC 165 Mailer Ct Energy Rating Service Inc Results are projected d Southold NY 11971 Matt Wahl Model custom home 631.566.8439 Communitynra Builder R1020-14651.1AILER-1.1.1W Roberts premier Development 165 Mailer Ct.Southold f6ffi6d�F�aO-L 11 rar+�/L{St tiIM 1 Nei i Name HtfectiveR-Value R30,FG2.10.16 eko^� 25.729 R30,FG2.10-16 eko wvo sheetrock 25.001 Name Library type �Surt3ce Araa^' J �~ Location_. 1-amD �-- R 20.0 141,0 W, Y`^T�T fixtwsed Exterior 1-gar, R 20 0 33.0 it' Unconditioned allechcd garage Rltit�Jaist Libr,.ary a�. ;,M a,�, ���, ��!� •` Name zffective Insulation R-value R 20 0 2000 Wal( stim Name Library type Surface color Surface Are`a - Location exlenort.'alls 1 R21,FG2,6-16 Medium 1,296.0 ft' Exposed Exterior exterior walls 2 _ — R21,FG2,6-16 Lted}um 1,240.01[' Exposed Exterior gable walls R20,LDF1,6-16eko Medium 270.0 ft- Exposed Exterior Garage common walls R21,FG2,6-16 GCW eko }.tedium 297 0 ft- Unconditioned,attached Garage stairwell Wails R15,FG2,4-16 GCW eko Medium � 300.06' Insulated Unconditioned Basement 2 Building Summary Property Organization Inspection status 'ENJ WahUYSen1e 165 MaDer Ct Energy Rating Service Inc Results are projected Southold.NY 11971 Platt Wahl 1.10del Custom home 6al.566-0439 Communitj,n.fa Builder R1020-1-465MAILER-MAV Roberts Premier Development .165 Mall-ar Ct.Southold R15,FG2..1-16GCVVeko 11.65 R20.LDFI,6.16 eko 17.862 R21,FG2.6-16 16.13.1 R21.FG2,6-16 GCW eko 15,434 Name Library Type Wall Foundation Is operable overhangg overhang Ft To Overhan0 Pt To orientation 5urfacB Afea Assignment Wall tlepth lop bottom Unnamed Glazing UAW, eXtenor walls 2 Yes 2 1 .4 East 11.0 fl, SHGC:0,28, Unnamed Glazing U,0.30, exterior waHs 2 YES 2 1 5 East 15.0 It. SHGC:0.28 Unnamed Glazing U;0.30, exterior walls 2 Yes 0 0 0 East 8.0 It' SHGC:0.26 Unnamed Glazing U:O 30. extertorvaiiis 1 Yes' 0 0 8 East 22.0 R' SHGC:0.28 Unnamed Glazing 0:0.30. exteriorwalls 2 Yes 6 0 0 West 10.0 it. SHGC:0.28 Unnamed Glazing 0:0,30, exterlorwalls,2 Yes, 2 0 3 West 22.0 Ill SHGC:0.26 Unnamed Glazing U,0.30. extenorwalls I yes 0 0 0 West 116.0 R' SHGC:0.28 Unnamed Glazing U:0.30, exterior valls 1- Yes 16 3 10 ,Vest 52.0 f:2 SHGC:0.28 Unnamed Glazing 0:0.30. exterior walls 1 Yes 0 0 6.3 South 11.0 f*,' SHGC:0.26. Unnamed Glazing U:0.30, exterior walls 2 Yes 0 0 0 North 22.0 ftl SHGC:0.28 -—---- exterior Valls - -- Unnamed Glazing Yes, 0 7.5 North 11.0 ft, SHGC:0.28 0:0 30,SHGC:0.28- 0.28 0.300 3 Building Summary ENuYProperty organisation Inspection status p II C/IJlCC 165 Mailer Ct Energy Rating Service Inc ResUlie are projected t•/ Southold,NY 11971 Matt:'Jahl Model,custom home 631-566.8439 Commumty:We Builder R1020-1-465MAILER-1.1uir Roberts Premier Development 465 Maher Ct.Southold Sk light. None Present 77 Skylight Library List _ 4 None Present Opaque Door Nance Library type Walt Assignment Foundation Wall Emittance solar Surface Color Surface Area Location Assignment Absorptance Unnamed Opaque Door 2-v4 Wd solltl exterior balls 1 0 5 0.75 Medium 24.0 h' Exposed Exterior core Unnamed Opaque Door 2.114 Wd solid stairwell walls 0.9 0.75 Medium 21.0 f Exposed Exterior -Copy core Unnamed Opaque Door R5 steel msul garage common 09 0.75 Medium 21.0 h= Exposed Extenor -Copy-Copy walls Opaque Door-Library Name El ective U-factor 2-1/4 Will solid core 0,357 R5 steel tnsul 0.200 Roof Insulation Name LibraryType Attic Exterior Area[it'] Clay or ConcreteRoof Surface Color-' Surface Area 4 Location Mies Roof Rafters R38.LDF1,4-24s truss 1.793 No Medium 1,793.0 it-' Vaulted Roof ekd Roof InsulationiLibrary;List: Namer-�....:....._._,-�-�Has Radiant Barrier EffectiveR-value__._.__....._.—_....____._ R38.LDF1,4-24s truss No 39.62 eko Building Summary 'ENY Property Organization Inspection Status tGll/1G L1UlCl ' 165 Mailer Ct Energy Rating Service Inc ReSa@S are projected Cl Southold,NY 11971 Matt Wahl Model.custom home 631-566-8439 Community'n!a Builder R1020-14651.WLER4.IJW Roberts Premier Development 465 6laller CL Southold Whole-.Houselnfiltratioh ~- ---_ .__.--Infiltration rvMeasurementType �ShalterClass 3 ACH at 50 Pa i Blower-door tested .. Mechanical Ventilation, Ventilation Type"` Ventilation Rate(fP!Operational Hours per Gay Fan Watts Runs once every threeEnergy Recovery Percent Mlriutel hours Exhaust Only 66 CFIJ 12 22.76 Watts(Uefaull) Yes 0 Exnaust Only 65 CFI.1 anwatts(UcfaUU) _d Ye; � 0 .Lighting l Interior Fluorescent %Interior LED Lighting °'e Eztedor Fluorescent�J Exterior LED Llphting �9+o Gaspe Fleocescent��90 Garage LED Llgtidny Lighting Lighting Lighting 0 100 0 T 100 0 100 On_site-G_ eneration None Present Onske Generation L'i6ra+ry_tist ' None Present ..--'� Solar Generation" • _. None Present Dehumidifier_ _ _ None Present 5 Building Summary ENP Yc aAProperty Organization Inspection Status .165 Haller Ct Energy Rating Service Inc Results are projected Southold.NY 11971 Matt Wahl Model.custom home 531.566-8439 C.mmunit,j,Wa Builder R1020-li,465MAILER-MAN Rubens Premier Development 165 Mailer CT,Southold Dehumidifier LibralrlirU$t None Present Con'ditioning,EquIpirpent Name Library Type eating Percent Load Cooling PercentLoadLoad Hot Water Perc_edt'Load Cooling 1st Floor— ACC,24K,11.5 SEER 09, 509, 01, Uncontlltlonetl Basement i Crawspace Cooling 2nd Floor ACC,18K.14.5 SEER 0% 5095 w. CondiDonetl Space Heating 1st FlooT_FM_1p�F6rn,40k,96%ECIJ 6095 M 0% Unconditioned Basement I Cratvlspica Heating 2nd Floor Prop Furn,40k,9695 ECM 50% 0% ,,,later Heating. Prop,104, 045 1OW", Unconditioned Basement, Craw5pace Equi 'SSEER�� pmen.t:,.LTYpp-��ACC�,;1,8K�:,1,4;. Equipment Type Air Conditioner Fuel Type Electnc Distribution Type Forced Air Motor Type PSC(Single Speed) Cooling Efficiency 14.5 SEER Cooling Capacity[k6tu/h] 18 Equipment Type:'ACP,-24K, 14:5SEE,R- Equipment Type Air Conditioner Fuel Type —Electric Distribution Type Forced Kir Motor Type PSC(Single Speed) Cooling Efficiency 14.5 SEER Cooling Capacity fkBtufhl 24 Equipment Type-Prop Flurn.,40k,,96% ECM Equipment Type Furnace Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 95AFUE Heating Capacity[kBlufh] 40 Use default EAE Yes EAE[kWh] 561 6 I Building Summary ANY 2 aroperty organization Inspection status �GhJ10 CIUICB 465 MailerCt Energy Rating Service Inc Results are projected el Southold.NY 11971 Matt Wahl Model.custom tome 631.566-8439 Communhv.We Builder R1020-1-155MAILER-MM Roberts Premier Development J65 Idaller Ct,Southold ,Equipment-Typec_Prop^IT;55ga1;95B% Equipment Type Water Heater _ Fuel Type propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.87 Energy Factor Tank Capacity(gal.) 55 Hot Water Capacity[kBtulh] 40 Recovery Efficiency 0.95 -Distribution'System_ Distribution Type Forced Air Heating Equipment Heating 2nd Floor Cooling Eqwpment Cooling 2nd Floor Sq Feet Served 1,035 Return Grilles q Supply Duct R Value 8 Return Duct R Value 8 Supply Duct Area[111 27945 Return Duct Area[tt l 207 Leakage to Outdoors 25 CFM @ 2513a(2,42/100 ft=) Total Leakage 25 CFN125 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 _ Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 7 Building Summary garProperty organization Inspection Status G1711G CJU1Ce 165 Nailer Ct Energy Rating Service Inc Results are projected d SOUihOIC.NY 71971 Matt Wart Modal custom home 631566.8439 Community,nia Builder R1020-1-46514AILER-t,t1W Rooens Premier Development 165 Ltaller Ct.Southoid Distribution System, Distribution Type Forced Air Heating Equipment Heating 1 st Floor Cooling Equipment Cooling 1st Floor Sq.Feet Served 1,017 T Return Grilles 1_ Supply Duct R Value 8 Return Duct R Value 6 Supply Duct Area[ft=] 274.59 Return Duct Area[ft'] 50.65 Leakage to Outdoors 40 CFM(q?25Pa(3.931 100 fF) Total Leakage 40 CFNI25 Total Leakage Duct Test Conditions Post-Construction Use Default FlowRate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location _Conditioned Space_ Percent Supply Area 0 Percent Return_Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned'Spac_e Percent Supply Area 0 Percent Return Area 0 Ceiling Fan. _— ----,__.- Has Ceiling Fan p....-. NO Cfm Per Watt 100 .Water.Distributlon Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 59 At Least R3 Pipe Insulation9 Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 30 Drain.Water Heat Recovery? No 8 Building Summary Property organization Inspection Status EN 2 G1tn� eivtce s65 1.1a it Ct enemy Rating Service Inc Results areprojected Southold.NY 11971 Mart Wahl Model custom home 631.566.8439 Community_'nra Builder R1020-1465MAILER-11JW Roberts Premier Development .165 idaller Ct,Southold -Clothes Dryer:--- - - Cef Fuel Type Electric. Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Clothes washer _ y Label Energy Rating 152 kWh/Year Annual Gas Cost S12.00 Electric Rate SO,12IkWh Gas Rate SIMiTheml Capacity 4.2 Imef 2,05 Defaults Type ENERGY STAR Load Type Front-load Loads Per Week a Is Outside Conditioned Space No Clothes Washer Available Yes _Dishwasher Dish,,vasher Efficiency 325.75758 kWh Dishwasher Size Standard Annual Gas Cost S33.12 Electric Rate SO.12lkWh Gas Rate S1.00/Therm Is Outside Conditioned Space No Appliancesjand C66trols M Programmable thermostat? Yes Range?Oven Fuel Electric Convection Oven9 Yes Induction Range9 No Range!Oven Outside Conditioned Space? No Refrigerator Consumption 578 kWhlYear Refrigerator Outside Conditioned Space'? No 9 Building Summary EN #YProperty organization Inspeetlon status G enIe -165 Mailer Ct Energy Rating Service Inc Resuils are projected Soulhold NY 11971 }Hatt Wahl IAodet custom home 631-566.8439 Community.nda Builder R1020-1-16SAAIl_ERddJW Roberts Premier Development 465 Mal er Ct.Southold Notes MJW 06103/2021 465 MAILER CT HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -HERS INDEX,2020 NY ECCC -PROPANE.ELECTRIC -8 12.4:12 PITCH 4 BEDROOMS -2 STORY -FRONT FACES EAST -BASEMENT HOUSES BOILER,HOT WATER,1 AIR HANDLER.1 AC COILA FURNACE -ATTIC HOUSES BOILER,HOT WATER,i AIR HANDLER,1 AC COILA FURNACE -RETURN GRILLS 2 -INDOOR AIR OUALITY:6ATH FAN 65 CFM X24HRS -SOLAR PV NIA 10 RESNET HOME ENERGY RATING Standard Disclosure El y" ce For home(s) located at: 465 Mailer Ct, Southold, NY Check the applicable disclosure(s): Z1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: �QA. Mechanical system design IIB. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself *j D. Training for sales or construction personnel E. Other(specify) 3.The Rater or the Rater's employer is: JCA.The seller of this home or their agent (�B. The mortgagor for some portion of the financed payments on this home n C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home "V4.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is In the business of HVAC systems 1--lRater 1_JEmployer 1--[Rater Employer Thermal insulation systems PIRiter Enployer Rater Employer Air sealing of envelope or duct systems RlRater EmployerRater Employer Energy efficient appliances r]Rater j:]Employer +-113ater [:lEmpioyer Construction(builder,developer,construction contractor,etc) 1—[Rater l_�Employer I_]Rater [:jEmployer Other(specify):� _ M Rater []Employer Rater EjEmployer D5.This home has been verified under the provisions of Chapter 6, Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Rater Certification#:2572845 Name: Matt Wahl Signature: A4W Organization: Energy Rating Service Inc Digitally signed: 6/4/21 at 2:17 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality Control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at hftps://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 Builder Affidavit N Property Organization Inspection Status Ea1tg Keiz1e 465 Mailer Ct Energy Rating Service Inc Results are projected Southold,NY 11971 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1020-1-465MAILER-MJW Roberts Premier 465 Mailer Ct,Southold Development Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home.Builder agrees to allow the Home Energy Rating System(HERS)Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner.Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERSO Index Score:51 Builder Name:Roberts Premier Development Builder Signature: Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 6/4/21 at 2:17 PM Ekotrope RATER-Version 4.0.0.2686 Alf results are based on data entered by Ekotrope users Ekotrope disclaims all Ila bilky for the information shown on this report Generated by REScheck-Web Software Compliance Certificate Project 465 Mailer Ct Southold, NY Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,052 ft2 Glazing Area 10% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 465 Mailer Ct Southold,NY 465 Mailer Ct Southold,NY Energy Rating Service,Inc Matt Wahl Islip Terrace,NY 11752 631- 566-8439 energyratingservice@yahoo.com Compliance: 7.5%Better Than Code Maximum UA: 386 Your UA: 357 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code 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 minimum-code home. Envelope Assemblies Gross Area Ceiling 1:Cathedral Ceiling(no attic) 268 38.0 0.0 0.027 7 Ceiling 2:Cathedral Ceiling(no attic) 196 38.0 0.0 0.027 5 Ceiling 3:Cathedral Ceiling(no attic) 182 38.0 0.0 0.027 5 Ceiling 4:Cathedral Ceiling(no attic) 188 38.0 0.0 0.027 5 Ceiling 5:Cathedral Ceiling(no attic) 1,025 38.0 0.0 0.027 28 Wall 1:Wood Frame,16"o.c. 100 21.0 0.0 0.057 4 Window 1:Other 25 0.300 8 SHGC:0.30 Wall 2:Wood Frame,16"D.C. 100 21.0 0.0 0.057 6 Wall 3:Wood Frame,16"o.c. 109 21.0 0.0 0.057 6 Wall 4:Wood Frame,16"o.c. 46 21.0 0.0 0.057 3 Wall 5:Wood Frame,16"D.C. 86 21.0 0.0 0.057 4 Window 2:Other 9 0.300 3 SHGC:0.30 Wall 6:Wood Frame,16"D.C. 89 21.0 0.0 0.057 5 Window 3:Other 9 0.300 3 SHGC:0.30 Wall 7:Wood Frame,16"o.c. 94 21.0 0.0 0.057 5 Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 1 of11 Gross Area Cavity Cont. Assern,bly OT "UA. R,Valub -Value Pefimeter Window 4:Other 9 0.300 3 SHGC:0.30 Wall 8:Wood Frame,16"o.c. 105 21.0 0.0 0.057 6 Window 5:Other 5 0.300 1 SHGC:0.30 Wall 9:Wood Frame,16"o.c. 8 21.0 0.0 0.057 0 Wall 10:Wood Frame,16"o.c. 81 21.0 0.0 0.057 4 Window 6:Other 5 0.300 1 SHGC:0.30 Wall 11:Wood Frame,16"o.c. 26 21.0 0.0 0.057 1 Wall 12:Wood Frame,16"o.c. 112 21.0 0.0 0.057 4 Window 7:Other 36 0.300 11 SHGC:0.30 Wall 13:Wood Frame,16"o.c. 112 21.0 0.0 0.057 6 Wall 14:Wood Frame,16"o.c. 53 21.0 0.0 0.057 3 Wall 15:Wood Frame,16"o.c. 97 21.0 0.0 0.057 5 Window 8:Other 5 0.300 2 SHGC:0.30 Wall 16:Wood Frame,16"o.c. 142 21.0 0.0 0.057 8 Window 9:Other 10 0.300 3 SHGC:0.30 Wall 17:Wood Frame,16"o.c. 65 21.0 0.0 0.057 4 Wall 18:Wood Frame,16"o.c. 32 21.0 0.0 0.057 2 Wall 19:Wood Frame,16"o.c. 62 21.0 0.0 0.057 4 Wall 20:Wood Frame,16"o.c. 50 21.0 0.0 0.057 2 Door 1:Solid 21 0.290 6 Wall 21:Wood Frame,16"o.c. 12 21.0 0.0 0.057 1 Wall 22:Wood Frame,16"o.c. 24 21.0 0.0 0.057 1 Wall 23:Wood Frame,16"o.c. 103 21.0 0.0 0.057 2 Window 10:Other 64 0.300 19 SHGC:0.30 Wall 24:Wood Frame,16"o.c. 62 21.0 0.0 0.057 4 Wall 25:Wood Frame,16"o.c. 142 21.0 0.0 0.057 3 Window 11:Other 81 0.300 24 SHGC:0.30 Wall 26:Wood Frame,16"o.c. 50 21.0 0.0 0.057 3 Wall 27:Wood Frame,16"o.c. 254 21.0 0.0 0.057 11 Door 2:Solid 48 0.390 19 Window 12:Other 20 0.300 6 SHGC:0.30 Wall 28:Wood Frame,16"o.c. 233 21.0 0.0 0.057 13 Window 13:Other 8 0.300 2 SHGC:0.30 Wall 29:Wood Frame,16"o.c. 32 15.0 0.0 0.077 1 Door 3:Solid 21 0.390 8 Wall 30:Wood Frame,16"o.c. 50 15.0 0.0 0.077 4 Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 2 ofll . Cavity Assembly or R-Value RC"" " U-Factor UA— Wall 31:Wood Frame,16"o.c. 26 21.0 0.0 0.057 1 Wall 32:Wood Frame,16"o.c. 45 15.0 0.0 0.077 3 Wall 33:Wood Frame,16"o.c. 58 21.0 0.0 0.057 3 Wall 34:Wood Frame,16"o.c. 94 15.0 0.0 0.077 7 Garage Ceiling:All-Wood Joist/Truss 101 30.0 0.0 0.033 3 Basement Ceiling:All-Wood Joist/Truss 1,389 30.0 0.0 0.033 46 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 3 of11 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0%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 &Re .ID 103.1, Construction drawings and ;❑Complies Requirement will be met. 103.2 documentation demonstrate , ;❑Does Not [PR1]1 energy code compliance for the I �0building envelope.Thermal i [-]Not Observable envelope represented on ❑Not Applicable construction documents. j 103.1, Construction drawings and ;❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for I [PR3]1 lighting and mechanical systems. i❑Not Observable ��j •Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC j Commercial Provisions. i 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: [-]Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title:465 Mailer Ct Southold, NY Report date: 06/04/21 Data filename: Page 4 of 11 Section # Foundation Inspection Complies? Comments/Assumptions &Reg.IDI 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [F011]z ,protect exposed exterior insulation ❑Does Not V ;and extends a minimum of 6 in.below, grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls:❑Complies :Requirement will be met. [F012]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'•J Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 5 ofll Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Door U-factor. U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR211 ❑Not Applicable 303.1.3 'U-factors of fenestration products! :❑Complies Requirement will be met. [FR411 are determined in accordance ;❑Does Not u with the NFRC test procedure or �. 'taken from the default table. I T❑Not Observable '❑Not Applicable 402.4.1.1 -Air barrier and thermal barrier i i❑Complies Requirement will be met. [FR2311 installed per manufacturer's ;❑Does Not 1 instructions. j I 1❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built j. j❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting i❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRCj I❑Not Observable 400 that do not exceed code ;❑Not Applicable •limits. I 402.4.5 !IC-rated recessed lighting fixtures; I❑Complies Requirement will be met. [FR16] sealed at housing/interior finish i '❑Does Not !and labeled to indicate:52.0 cfm . leakage at 75 Pa. '.❑Not Observable ❑Not Applicable 403.3.1 'Supply and return ducts in attics I `'❑Complies Requirement will be met. [FR1211 'insulated>=R-8 where duct is ;❑Does Not >=3 inches in diameter and>_ ❑Not Observable . R-6 where<3 inches.Supply and ❑Not return ducts in other portions of i Applicable ;the building insulated>=R-6 for diameter>=3 inches and R-4.2 :for<3 inches in diameter. J j 403.3.2 Ducts,air handlers and filter ! '�❑Complies Requirement will be met. (FR1311 boxes are sealed with T❑Does Not ,joints/seams compliant with I International Mechanical Code or ! :❑Not Observable International Residential Code,as! ;❑Not Applicable 'applicable. 403.3.5 `f'Building cavities are not used as j E❑Complies Requirement will be met. [FI315]3. _!ducts or plenums. 1 '❑Does Not i❑Not Observable V..'.f ;❑Not Applicable 403.4 ;HVAC piping conveying fluids R-_ R- ❑Complies Requirement will be met. [FR17]2 tabove 105°F or chilled fluids ❑Does Not J ;below 55°F are insulated to>_R- 3 ❑Not Observable i ❑Not Applicable 403.4.1 Protection of insulation on HVAC :❑Complies :Requirement will be met. [FR2411 piping. + ;❑Does Not J :❑Not Observable ❑Not Applicable 403.5.3 1 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 2tR-3. ❑Does Not V' ❑Not Observable ?❑Not Applicable 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 6 of11 Section Plans Verified Field Ve &Re .ID rified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions 403.6 Automatic or gravity dampers are ❑complies :Requirement will be met. [FR1911 installed on all outdoor air ❑Does Not ,intakes and exhausts. i ` ❑Not Observable i I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 7 of1l Seetion Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1All installed insulation is labeled 1 '❑Complies [IN13)2 or the installed R-values ;❑Does Not provided. j 1 ;❑Not Observable I❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies see the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. (INl)1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per '❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and i I❑Does Not [IN2)1 in substantial contact with the j underside of the subfloor,or floor 1 ;❑Not Observable framing cavity insulation is in ;❑Not Applicable contact with the top side of sheathing,or continuous i insulation is installed on the ; underside of floor framing and y extends from the bottom to the ! ; top of all perimeter floor framing i members. i 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 1h of the ❑ Wood F] Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3)1 exterior,the exterior insulation E] mass E] mass '❑Not Observable Lgi requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per EComplies Requirement will be met. [IN4)1 manufacturer's instructions. j❑Does Not T❑Not Observable . ❑Not Applicable ' Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 8 ofll 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 402.2.6 EJ Steel Steel ❑Not Observable [1`11]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ; i❑Complies Requirement will be met. 303.2 manufacturer's instructions. ;❑Does Not [FI2]1 Blown insulation marked every I 1❑ 300 ft2. Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable UComplies [1`122]2 jinsulation include baffle adjacent j '❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [1`13]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 Requirement will be met. [FI17]1 ach 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 'Requirement will be met. [FI2711 determine air leakage with ft2 ft2 ❑Does Not either:Rough-in test:Total ❑Not Observable .leakage measured with a ,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 'Requirement will be met. [FI411cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated i ;❑Complies Requirement will be met. [F124]1 �by manufacturer at<=2%of ❑ design air flow, Does Not ,❑Not Observable ❑Not Applicable 403.1.1 :Programmable thermostats ;❑Complies .Requirement will be met. [FI9]2 f installed for control of primary I ❑Does Not 'heating and cooling systems and M ;❑Not Observable I initially set by manufacturer to _ ;code specifications. i❑Not Applicable 403.1.2y'Heat pump thermostat installedE] [1`11012 Requirement will be met. [1`110]2 on heat pumps. i j❑Does Not I j i❑Not Observable I '❑Not Applicable 403.5.1 ;Circulating service hot water ;❑Complies Requirement will be met. [1`111]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable I ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 9 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID I- 403.6.1jAll mechanical ventilation system t '❑Complies 'Requirement will be met. [FI25]z fans not part of tested and listed UDoes Not ;HVAC equipment meet efficacy and air flow limits per Table i t❑Not Observable R403.6.1. '❑Not Applicable 403.2 Hot water boilers supplying heat ; i❑Complies Requirement will be met. [FI26]2 ithrough one-or two-pipe heating 1 i❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable !,temperature based on outdoor I ;❑Not Applicable temperature. 403.5.1.1 `Heated water circulation systems ,❑Complies Requirement will be met. [FI2811 !have a circulation pump.The f ;❑Does Not system return pipe is a dedicated i return pipe or a cold water supply; t❑Not Observable pipe.Gravity and thermos- ❑Not Applicable tsyphon circulation systems are i not present.Controls for I circulating hot water system pumps start the pump with signal :for hot water demand within the occupancy.Controls i ;automatically turn off the pump t when water is in circulation loop is at set-point temperature and j no demand for hot water exists. ( ] 403.5.1.2 ;Electric heat trace systems ;❑Complies 'Requirement will be met. [FI29]2 :comply with IEEE 515.1 or UL ❑Does Not ;515.Controls automatically ' ;adjust the energy input to the ' :❑Not Observable j heat tracing to maintain the :❑Not Applicable ;desired water temperature in the i _ :piping. 403.5.2 ;Demand recirculation water '❑Complies 'Requirement will be met. [F130 J2 :systems have controls that ;❑Does Not manage operation of the pump I and limit the temperature of the '❑Not Observable 1 water entering the cold water ;❑Not Applicable {piping to<=1049F. 403.5.4 t Drain water heat recovery units ; ;❑Complies Requirement will be met. [FI3112 tested in accordance with CSA ;❑Does Not B55.1.Potable water-side pressure loss of drain water heat tNot Observable i recovery units<3 psi for '❑Not Applicable ;individual units connected to one i or two showers.Potable water- side pressure loss of drain water j 1 !heat recovery units<2 psi for (individual units connected to ithree or more showers. I 404.1 90%or more of permanent i r❑Complies Requirement will be met. (FI611 fixtures have high efficacy lamps. i❑Does Not ❑Not Observable i❑Not Applicable 404:f.1 'Fuel gas lighting systems have i -;❑Complies 'Requirement will be met. :[F(23'13:_`. no continuous pilot light. ;❑Does Not „q ;❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. E] [F1712 .Requirement will be met. [FI7lz i ;❑Does Not 1❑Not Observable i f❑Not Applicable 1 I High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 10 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 3033 ' .'I Manufacturer manuals for i 1❑Complies Requirement will be met. [-F11813 mechanical and water heating ❑Does Not systems have been provided. Observable ❑Not Applicable ' Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3.-Low Impact(Tier 3) Project Title:465 Mailer Ct Southold,NY Report date: 06/04/21 Data filename: Page 11 of11 MENU Single Floor (Sturd-I-Floor) v8. Subfloor with Underlayment APA Rated Sturd-I-Floor®(also known as"Single Floor")is a combined subfloor-underlayment product designed specifically for single-layer floor construction beneath carpet and pad. When other finish floor products are used, builders often install a separate underlayment grade of plywood over a subfloor of Rated Sheathing. Rated Sturd-1-Floor versus Rated Sheathing: What's the Difference? "Sheathing" is a generic term for either plywood or OSB panels that are used to construct roofs,floors and walls. But the differences between Rated Sheathing and Rated Sturd-I-Floor can be unclear, especially when their uses are similar or even interchangeable. Rated Sheathing refers to OSB and plywood panels that are qualified for roof,wall and subfloor applications,while Rated Sturd-I-Floor panels are a special panel intended for single-floor applications. What is Sturd-l-Floor? Sturd-I-Floor is a combination subfloor-underlayment produced from OSB or plywood. These panels feature a built-in underlayment that allows the convenience of using only Sturd-17Floor under certain finish flooring, especially carpet and pad.This single layer construction is a cost-saving and time-saving solution that works especially well with multifamily buildings, because Sturd-I-Floor is quieter underfoot when installed using the APA Glued Floor System. While Sturd-I-Floor is manufactured as a combination subfloor-underlayment that can be used without an additional layer under carpet and pad, some finish floorings, like vinyl or ceramic tile, also require the addition of an underlayment over the Sturd-I-Floor. What is APA Rated Sheathing? APA Rated Sheathing panels are an all-around construction workhorse intended for roof,wall APA APA APA and subfloor applications. Like Sturd-I-Floor, Rated Sheathing may be plywood or OSB. When used as a subfloor, Rated Sheathing RATED SHEATRRG RATED STURDd-FLOOR UNDERLA'YN91_HT typically requires installation of an additional 24116 24oc GROUP11 SIIE!)FOR SPACING 1E(POSURE 1 layer of underlayment on top of it before finish EXPOSURE 1 T&G NET59IM 4712 THICKNESS 0.322 IN. flooring can be applied.The underlayment THICKNESS 0.418 11H. EXPOSURE 1 �. 000 THICKNESS 0.705 IN. PS 1.09 requirements vary depending on the finish ®Q®SHEIK°' G 000 ® v ItIMCATEGORY flooring. vj PR7i6 TEGORY QPRP 00KUD-UM40R v 2Ra CATEGORY What is Underlayment? C Underlayment is a special grade of APA plywood that is attached on top of the subfloor to provide a durable and resistant layer under finish flooring. Underlayment's special face and inner-ply construction resist dents and punctures from concentrated loads. Underlayment is recommended for use with Rated Sheathing, but can be skipped if the floor system uses Sturd-I-Floor under carpet and pad. Basic Floor Construction Considerations Finish Flooring The type of finish flooring you plan to install can help guide you in choosing the correct subfloor. Rated Sheathing or Sturd-I-Floor may be used with an underlayment for vinyl, ceramic tile or fully adhered carpet.An underlayment is optional for Rated Sheathing or Sturd-I-Floor when used with hardwood. When using carpet and pad, the best option is Sturd-I-Floor,which allows for completely bypassing installation of underlayment. Underlayment can have a solid, touch-sanded or fully sanded face; its choice depends on the finish flooring. For example, underlayment with sanded face is recommended as a base for resilient floor coverings. A visual comparison of typical floor assemblies: Underlayment+ Rated Sheathing Floor System Vinyl flooring Underlayment / Subfloor sheathing F I-Joist floor joist APA Sturd•I-Floor System Carpet --- Carpet Carpet padPI .. _ Rated Sturd-1-Floor sheathing I-Joist floor joist i Sturd-1-Floor Application Sturd-I-Floor is designed to be used with the APA Glued Floor System,which uses an adhesive in addition to nails to help eliminate squeaks and nail popping, as well as increase floor stiffness. Sturd-I-Floor can be manufactured with square edges or with tongue-and-groove edges. Because use of tongue-and-groove panels eliminates the need for installation of blocking along long panel edges,floor construction moves more quickly.The system components are specifically designed for carpet and pad installation to help keep the floor quiet, making Sturd-I-Floor an ideal solution for multifamily buildings. Joist Spacing and Span Ratings Span rating is the maximum recommended center-to-center spacing in inches of the supports, such as 1-joists,that the panels will be attached to.The most common span ratings for Sturd-I-Floor are 20 oc(on center),24 oc, and 48 oc. Due to the wide variety of applications for Rated Sheathing, it has a different system for span ratings. Rated Sheathing's first number is the maximum span in inches for roofs, and the second number gives the maximum span on center for subflooring.The most common span ratings for Rated Sheathing are 24/0, 24/16, 32/16, 40/20, and 48/24. For More Information To learn more about the building requirements for floors and specific uses of APA-rated products, as well as the APA Glued Floor System, refer to the"Floor Construction"section of the Engineered Wood Construction Guide. Sturd-l- Floor may be also used for other applications, such as roofs;this use of Sturd-I-Floor is covered in the"Roof ISSUED FOR: ® DATE DESCRIPTION 5/28/21 DOB SUBMISSION • I� P J 1 MT r I ;; V ;;; .L \-�1 t , i ROOF MH 4' VTR I MH 4' V.TR -� I ® REVISIONS NO. DATE DESCRIPTION I I ou I 1 - I t 4 4'FiW I I _ — I I — I I I I I � M -L- lLt 465 M I C S th Id NY ] ] 971 1 I I I ICTM # 1000 07000 09 � I i 2'V BATH i 27/ I� O D I 2'VI 1 t I GS ep ,}Q PUt3L1C1'lATEf2IN STREET) I VENUE ---�- I W.C. I I _ EDCC P`�'`` k'rNT 1 r- _ u - Y��,_-._____-, cct1,c,curm S84047 ,q t�a �9. ° + 7`10-� 'I 11..E 1 FLOOR i I i Tub 'P.cof t�$2 _'__.. -... .- L 223- 2ND i 1 I _. 3.S 3'S 2'W I I I .� f �•. •�� X11 1 I T ,. S041" Y*w 4 4'CYV ' Fi� 11 2-V LOT 1 1 ! aC (7 O I� g gL01 -___ NOTE / _ NEW FlxTURES TO COMPLY W/ CODE / i � 6" DIAMETER 2'V _ 'T" ___2'V_ REOUPEAENTS FOR CMIF mss l j VCA' tt� ;! 2'VI j 1 I j r _ WATER SAVN13 PLUiVBNG Fvnj:ES WIN r �r°� +L PROPO'SFJ 2 ��CPJCLO , e i +'%ELLlrira ! i Z { ALL PLUMBNG WORK SHALL jruR i $TRI.O i rn i ,� t t 1 1 CONFORM TO RC PLUMBNG CODE �' -, y i n� X O t i BATH I TS 13ATH I 1 1 1 ffi-41=b ry �� -C o KITCHEN I I I I2v I2'V LNDRY ni, I ��} `" �. t l' �.___,. "',REFLECTIVE WHITE " U REFLECTIVE RED p 1 1 I 1 I I I 1 A I F�Jn Fr ` (� i �a�EtLri,G PANTONE A187 ,1_ ,,�, R' � � � 1I Pulp. ' L 1 W.C. I 1 W.C. i 1 1 ' Q) DW I WASHER - _ i i ,, c t� -� ro — 2'W SHOWER 2'W a"Q9ED►14I(`ryoc La 4, C f U co 1ST FLOOR � I:a. +� �r'r'�'�AcTso►a��� t+►rrL+£cP IrcwLP i c C.L.EI„ t5 , � N �10.ygR. x,apL PA• ST HOLE Q oo I 2'W 3'S 2'W 3'S 2'W 2'W JFK P1 CCS►i+t Oi PAD D 0 C . D ........... {— a's TO PR SYSTEM '""�, �.t:or , _ _ 584°53`20"tN ._._ _ _ ._. _. a99.T1` �, _.�,_r m e .. _p.ccr , r" o . .-- n °a b 3•S £C_18.t? 0 � zt.3' EI.21.2-I tn, , X_ O a> PLUP ��5�� D��� Eri \T:L/MG CD d r%Vl4 'T rr �� tt�r '� (� • �* (n C 7' RR'LrCxA'Pa c ;! .o t.�,� M w n vn f , ,,-, a, o_ VO a SCALE: N.T.S. LST P77+F c _._....� LOT 1 C ��x Erre 7. �-sC•r -4 14 , P 1a 5E.20 4J.+n C4,CL, ., P C 1"F?Ot�bS='D 2' TY. f � J" CHAPTER 11 [RE] ENERGY EFFICIENCY FR.1�E_ - !► � �`� SLC? Pfd, Zp �� TABLE N1102.4•.1.1 (R402.4.1.1) �; FF LL 23.5` LCAT @ 3 a` V�. y .�► AIR BARRIER AND INSULATiON INSTALLATION" LLF f L to � i 112 j Z n c it i bt.Etlt+G •�" w ' 'm o��exwATFq The construction type``" STROKE C>OMPONE14T AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA f 40 ,� designation shall be - s a�w:. RTA icAti w A continuous air barrier shat! be Instal Icd in the building `- — ��+ i,, "1",all",'111","IV"or"V" t� H; 7 envelope The exterior thermal envelope contains a _,R !` -• lT, to indicate the construction �9T 036276 General re uircments Jr insulation sha?! not be used as a scalinamateriat ", C] r , 4 continuous air barrier. Breaks or joints in the air barrier FE COR— -';i .yo�rn,6bert �� classification of the F stta": be seal^d. 0.rw. +� .r rr< '" ' - - - - - - OF LJ 1 structure under I Ile air barrier in any dropped toiling or soffits°Ian be trr, r'.CUR_ ' p section 602 of the BCNYS DESIGNATION FOR STRUCTURAL aligned% ith the insulatic, and any gaps ir. the air barrier �r FL.20tr' r.; I C•4.E I COMPONENTS THAT ARE OF The insulation in any dropped ceiling,sc fit shall be � THIS CERTIFIES THAT THESE PLANS VV�1E /9.f' PR�AR� UNDO MY DRECTION AND ceiling;attic scaled_ yligncd with the air b�CfiCr. � e _._ ._._. _ _ _ _ _ _ _ __ _ _ ___ _ _ _ _ _. _ _ _ _ _. _ _ _ _ _ sarE_ _ _. _ _ _ ._. _ _. __ _. _ " -_ ._ � � LOT TRUSS TYPE COE+ISTRUCTIOtV Access openings,drop down s'airs or knce wall doors tyun , , 'j P.Copl, S8 s•58'20�"J tr,�{u,�a "utiaA�ena�T►rE 25 SUPERVISION AND TO THE BEST OF MY VA r i NG s- T 217.78" PJAP Or&.4.yr SM"a LOT.. ate KNO conditioned attic spaces shall be sealed. +� EL.1i1-s' o rercoFcr�aLorA,"„ i WLEDGE, BELIEF AND PROFESSIONAL tt�!! FLOOR FRAMING INCLUDING ON PI-10-1-1c�•�„�� ov e,a:,c w nT>'a a-C+OU--"0 Tot%:i,"'eN rl:r no.4-?3 � �A, e1 ® GIRDERS AND BEAMS COMPLY WITH THE LATEST 1-av;ties within corners and headers of frame v ails rr 1 sLF:tykcctth"r,ur�scv-l. i PROVISIONS OF THE NEW YORK STATE orb Crr�ct t l,G 1 The junction of the fcundatirn and sill 'ate shall be scaled. shall be insulated b completely fillip. the davit riitNal m3terial having a T�ouT�� ; to a I' P= Y P - y g Y g LOT BYpr c*jlI S"O,�c � r�vr�tic uRtn ROOF FRAMING UNFORM FFiE � BU�IJC CODE Walls i-he junction of the top plate and the top of exterior walls thermal resistance of not less than, R-3 per inch. 0 �� NYBUC04041,11, VORS,P.C- s r'aT�R IK I AND THE NEW YORK STATE ENERGY shall' be realcd. Knee walls sha!I be sealed'. Exterior thermal envelope Insulation for framed%val!ssha'! be installed ir. � al`e � PoPOxgG4 � �[��� � . u !! CONSERVATION CONSTRUCTION CODE substantial contact and in continuous all nmentwith the_ air barn^r. 1 `--�------_d FT r'ratRn.T;FR�T j FR FLOOR AND ROOF FRAMING 0 i —...... � ._.�I aaeE,It;Lo-, !►+ara.r�vr��-t "Windows, sky?:ghts T"he spacc between framing and skylights,and the jambs of � ® A4F� "ggc � ! STANDARDS AND CODES DRAWING and doors windows and doors, shall be scaled. SITE ■ L" FLE'.+ATIV,SArin - f i s _ Fr'F'�ccn•° .0� � i i COVER SHEET Rini joists Rim j�.ist_ shall inclu le the air barrier. Rim joists shat, be insulated. SCALE: T-30 ar'E r9w�+I��tc TQ A`L.LS ipC w,r..�. fir;CKilerr Floor framing cavity insulation sha!! be installed to Floors including rna:ntain perinancnt contact with the underside a'subftacr docking. DRAWING INDEX CODE INFORMATION Minimum Uniformly Distributed Live Loads : Tabie 83015 cantilcvored The a;r barricr shall be In{tailed at any exposed edge of Al Itemati',�el'y,floor framing cavity T-01 COVER SHEET N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS 2020 Residential Code of New York State(publication date:November 2019) floors and floors above insulaticri, insuration sha'I be in contact with the top sideofsheath�ng or continuous A-01 ELEVATIONS N-02 AIR SEALING DETALS 2020 Building Code of New York State(publication date:November 2019) garages. insulation installed on.the urndcrs'ide of floor framin_ and extending from the 2020 PlumbingCode of New York State ublication date:November 2019 USE LIVE LOAD DEAD LOAD bottom to the tap of all perimeter floor framing mermbors. A-02 FOUNDATION 2020 Mechanical Code of New York State(publication date:November 2019) exposed �ear[h in unvcnted cra'�.�I spaces shall be tovereci Cr3tivt space ir.sulat,a,^,, where provided instead of fluor A-03 1ST FLOOR PLAN G-01 GENERAL NOTES 2020 Fuel Gas Code of New York State(publication date:November 2019) Exterior Balconies 40 psf 10 psf Cray;l space walls 2020 Fire Code of New York State(publication date:November 2019) with a Class 1 vapor retarder with overlapping joints taped. ir sutation, sh71i be permanently attached to thea.tls. A-04 2ND FLOOR PLAN G-02 GENERAL NOTES Decks 40 psf 10 psf 2020 Property Maintenance Code of New York State(publication date:November 2019) PROJECT: r Duct shafts, utility penetrations, and flue shafts opening to � A-05 ROOF PLAN 2020 Existing Building Code of New York State(publication date:November 2019 Passenger Vehicle Garages 50 psf as per plan Shafts, penetrations 2020 Energy Conservation Construction Code of New York State(publication date:November 2019) Roberts Premier exterior cls untcnditioned saacc shall be sealed. A-06 ROOF PLAN 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") ATTICS without Storage 10 psf 10 psf Bats to be installed in narrow cavities shall be cut to fit A-07 ELEVATIONS & SECTIONS ICC Al 17.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign Narro-oi cavities - or narrow cavities shall be filled writh insulation that crirstallaticn readify ATTICS with Storage 20 psf 10 psf eve opement LLC conforms to the avaHablc cavity spate. Air scalino shall be provided between the garage and TABLE R301.2(1) ROOMS other than sleeping rooms 40 psf 10 psf Gauge separation cond rioned spaces. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 465 Mallei'Ct. Recessed light fixtures installed in the building thermal Recessed I grt fixtures installed in the building thermal Sleeping Rooms 30 psf 10 psf Recessed lighting envelope shall be sealed to the finished surface. envelope shall be airtight and IC rated. WIND DESIGN SUBJECT TO DAMAGE FROM Southold, NY 11971 Stairs 4fl psf i0 psf ICE SHIELD LIMIT OF In exterior mil ls, batt in_ulaticn shall be cut neiltly to fit GROUND WIND BORNE SEISMIC WINTER MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf Plumb Ing and wi,-Ing - around raising and plumbing or insulation that oninstallaticn, read.ly SNOW SPEED(MPH) TOPOGRAPHICAL SPECIAL WIND DEBRIS DESIGN DESIGN UNDERLAY- FLOOD FREEZING ANNUAL DATE 5/4121 con`orms to a+.-,ailable space, sh311 extend behind piping and wiring. LOAD EFFECTS REGION ZONE CATEGORY WEATHERING FROST LINE TERMITE TEMP MENT HAZARDS WAVE INDEX TEMP T he air barrier installed at exterior walls adjacent to DEPTH REQUIRED ACTION ROOFS: 5hoti'rcr,+tub on exterior MODERATE 70 Flat or rise less than 4 inches per foot(1:3) 16 psf PROJECT N0. 21/025-Roberts showers and tubs s hall separate the wall from the shov.cr or Exterior v:a!!s adjacent to showers and tubs shalt bein_ulated. 20 psf 140 NO NO NO B SEVERE 3 FEET HEAVY 11 YES NA NA 618 521 DEG. Rise 4 inches per ft.less than 12 inches per 12 psf 10 psf wan tub DRAWN BY MS The air Barri^r shall be installed behind electrical and MANUAL J DESIGN CRITERIA El�ctrital.rphcne box , con�ntiunir_arion boxes_A"tr.rnativcly�,i;'r-sou td boxes sttaj4 - Compliance Statement: MS on exterior walls ALTITUDE HEATING DESIGN The proposed buiding design described here is consistent with the bulldrig he instalied. INTERIOR DESIGN DWG NO. t IVAC supply •� ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION TEMPERATURE TEMPERATURE plans, speoffiications, and other calculations submitted with the permit f sly and return regi er boo _that penetrate TEMPERATURE FIVAC register boo's building thermal envelope shall be sealed to the subflcor,w - FACTOR DIFFERENCE COOLING application The proposed building has been designed to meet the 2018 ECC 00 0 5000 all covering or ceiling penetrated by thL%boot. 40' N 125 DEG 84 DEG 1 70' 75' tD6 63' WB) 575 requ'rements in RESeheok and to comply with the mandatory regkements trlhere required to be seared, concealed fire sprinklers shall listed in the RESchedc Inspection Checklist ��� only be sea`fA in a manner that is recommended by tl7e COOLING WIND VELOCITY HEATING WND VELOCITY COOLING CONCIDENT WET BULB DALY RANGE VNNTER HUMIDITY SLA ER HUMiDIY Ccnccalcd sprinH,ors manufacturer. Caulking cr otficr adli=sivc sealants shall nQt -- TEMPERATURE be used to fill voids between fire sprrkier cover plates and DIFFERENCE SCALE SHT.N0. walls or c.eilings. 9 15 7.5 71.5 M 30% 45-55% AS NOTED ISSUED FOR: DATE DESCRIPTION GENERAL NOTESKe Materials 6" 1?OLIGH 5/28/21 DOB SUBMISSION Home Plans designed In compliance with International Residential Code(IRC)one and two family dwelling code. _ Wall PI aC II Iq N V t/e r I.DESIGN LOADS 11Mf�rE?5 CONTIN,SNINGLr OVrp i t=1 I i- I I VAl?11 I TYP. @ 3 GAPS r5 , Ix8 TOM 30PJ�P 1'IPGr VrNT N/ r3AJ%FLr First floor 40 p.s.f.live:load W/ Ph?6r MO[-t2 �301I?I7 & UAf1-�N WING 10 p.s.f.dead load :. FXTrPZIO?SHrATHING � QIJIMMrW5 FOP?90 MPH WINP LOAF INSTALL Ft E M- AAF 5MC5 5HVGLr5 CV65 "C" MIN, Second floor 40 p.s.f.live load o ` Ix6 TPIM r3OAPP INSTALL Pip mrr"519rC5 10 p.s.f.dead load GPAUr� EXTr1210P 5HFATHINC415-rO D3 I F/.,05P. Or PLYWOOP ATTACHFP fO 5TUP5 MTH 8d NAIL-5 @ 4 INCHF5 ON CFNTr1; Roof 30 p.s.f.live:load ,. FALSr POI:PJ�r�W/C23�F1XrP) 17 p.s.f.dead load AT PANrL rPGrS ANP 12 INCHrS ON CrNTrP AT INTrPMrPIAT� �'-Oyz" X 3'-Oyz" VCTAL POOF " 6Xl" r P1;OJFCTiON CONCF�T� MOCK INSTALL PrP Soil pressure 2000 p.s.f,(Site Verify) '.'.'.'.'.'.'�'.'.'.'Y�' ` �.,....��.�y� SUPPOI'T5,A1.1. PANrL rPGrS Apr f0 G� r3t-OCKrP WITH 2K PAIN1'11'USSrS C3rYON C3LACK Garage Slab 50 p.s.f.live:load �:Ci:GLLl1LJ MAT�0&, &T1 PZNAT� OF110N. �i(b" 0,5,3,OI?f'L'�AlOx C3I?ICK ATTACHFP f0 5TUP5 WiTH 8P NAL5 @ 9" O.C.AT t .WN rPGr5& Deck/Porch 40 p.s.f.live load 10 p.s.f.dead load 12" O,C, @ INSPWPIATr 5UPPOpf5, MJUC,5TUP 5FACIN6 " O,C, CI3(F19P) T-0 " X 3'-0Y2" Wind Speed 90 MPH t?OUGN W0012 W/IING 16 5/88 FAINT VU55r5 PrYONP N ALK Maximum Deflection Limits I, TYP, Floor=L/360 VVafis=L/240 �t?AMING Af 16 O.C. Exposed rafters with less than 3/12 pitch=L/240 c Exposed rafters with greater than 3/12 pitch=L 1180 FIN15 FP WOOP Seismic Class B 3y" X 10" Pf'OJrGTION NOTE: Verify design loads with local codes&site conditions. Check with local buildinginnnnn!wrwyx)i DAff / ��OWN IN%U AVON G`CKrT OI?rQUN, TiZU55 f3rAPIN6 dept,officials or specific loading conditions. �J TYP @ 2 WINPOWS Contractor is to verify that the soil&site conditions are in accordance with IRC 401.Soils 51-ON� OILING testing is not the responsibility of the designer. All design work is based on solid,well draining,and non-expansive soil with a min.bearing capacity of 2000 p.s.f. If sell and site REVISIONS conditions do not meet this requilrement,additional engineering by soils&structural engineer will be required prior to construction. Additional engineering is not the responsibility of the designer. 1301,pP & PN'T% NO. DATE DESCRIPTION 11.CONCRETEoo 5IPING, IN51r&L PEP, - A. Unless otherwise noted,all exterior slabs on grade(Including garage slab)shall MANF 5nC5 -' be 3500 p.s.l.&Interior slabs shall be 3000 p.s.l.(28 day compressive strength) , - - concrete on 4"compacted gravel fill,Interior slabs shall be placed on 4 mil. polyethylene vapor barrier. Petal II I�ef�%r�ihGe 5I.�SIL iC:m 8 B. All foundation walls and footings shall be 3000 p.s.l.(28 day compressive strength). 5p Or 5eCtf0Y1 betail C. Foundation walls,garage slabs and exterior concrete shall have 5%min./ 7% f7C.TAII.. 5YMf30L• 7 41t max.air entrainment. A 5FCON19 I L001' D. Provide 1/2"expansion joint material between all concrete slabs and abutting 5HrE r Pr'r& PrAWN ON All concrete or masonry wails occurring In exterior or unheated Interior areas. E. Provide slab saw cut control joints at 30'-0"O.C.max. CEILING III.FOUNDATIONS r� J G r30APP& (3ATTEN V4X8 Trim A. Verify depth of frost footings with local codes. I3U lid If1q 5eC1✓I oI l SIDING, INSTALL FG1' 1Y'FOP,2.1200p5 B. Unless otherwise noted,foundation walls shall be poured concrete,see MAW 5Pr65 IX6VIPh reinforced foundation details. SrCTION SYPJrjOL C. Provide termite control protection as required by IRC 324. � II" [3OX COLUMNs,\MTN 2 X,4 D. Foundation drainage Is to comply with IRC 405. A sump pump may be required 5Hrrf 5rCTION PrA,NW ON TKIM VPJP AT fOP ANP 130ffOM on level sites. Contractor is to verify that foundation drainage is installed as T`1' @ FI20Nf POVCH L7 III L_j 11 10 required by site. 14 LL��,, L' lu J I rl� I E. The finished grade shall slope away from foundation walls 6"min.In the first �0"lam II 1,06 - - LIGHT WrIGHT 101-0"run.Top of grade;at brick and stone veneer walls to be held 4"min,below _ Intl foundation. Verify weep holes to be open and not covered by finished grade. LIGHT W 164 _` ` _ _` _ _ _ '_ _" _ '_ I IT'I F I I¶II _" _ _ 51-ONr vr-W-P, Top of grade at siding or dryvit walls to be held 8"min,below top of foundation 11TLr & 5YMr30L or as req'd by siding or dryvit mfr. 51C110111 I I 1111ll F. Foundation walls that retain earth and enclose habitable or usable spaces below 2 _ i IL'S1 1 LDO� grade shall be dampproofed.Waterproofing shall be used if a high water table SHrrT Pr'r&'rMN Fr;OM APPPDX, . - APPK'Ox, and/or other severe soil conditions are known to exist. GPAPr - - - LE _ dPATION W.STRUCTURAL STEEL A. All structural steel shall conform with ASTM Spec.A-36. V.CARPENTRY 16'-O" ,MPr Dy 8'-O" TALL Ca A. Unless otherwise noted,all 2x4&2x6 framing lumber shall be Spruce Pine Fir `� z 6 COLl�Lr FNTPY Poor, GAPZAG5 POOP �p 2 U #2 or equal.All 2x8,2x10,and 2x12 framing shall be Southern Pine No.1 grade. S ) O 0_ Beams&headers shall have an allowable bending stress of 1300 p.s.l.for all I N Q` U 2x10's and 1250 p.s.l.for all 2x12's.Floor joists shall have a repetitive bending - - N U stress of 1500 p.s.l.for 2x10's and 1440 for 2x12's. All 2x dimensional lumber I LL TYVrr OU2N7 OVrI?5HrATHING I �.," W otherwise.eaders re to have a minimum of(2)cripple studs @each end unless noted W/ APP1110 1 A/rK 5TLI000 WP.AP OVrP I � >' U HOU5r WrAP( LAYl Pp5 MWr3M; ),N'PLY r °' B. All wall plates to be Spruce Pine Fir#2 or equal,min.Fc @ 425 p.s.l. GALVANIZrP MrTAL LITK OV'1?5TUCCO 8" VOLIMP CONCMTr 8" POUprP CONCMTr (n U C. Glulam beam design values are: Fb=2400 p.s.l., Fv ft 195 p.s.l., E= 1,800,000 V&AP, IN5TALL 06HTVVFIGHT 5TONr VEWF, FOUNPA11ON FOUNPA110N -F `� O p.s.l.Members with equal or greater design values may be substituted. '!!�'� U O Z Minimum(3)cripple studs at each end unless otherwise noted on plan. OVrp f rk MV,rp SPrC5 / _ c D. Laminated veneer lumber beams(L,V.L.)design base values are: Fb=2600 WALL SNrATNING �- - - 0 O p p.s.l., Fv=285 p.s.I.,E=1,900,000 p.s.l. Fb values may be less than 2600 p.s.l. I y N CA for beam sizes greater than 12"tall,verify specs with mfr.Members with equal or greater design values may be substituted. Minimum(3)Cripple studs at each W end unless otherwise noted on plan. Verify multiple member connection with Nevc-tion `� Q manufacturer. Front E. Girder trusses to have(1)2x4 cripple stud for every 2231 pounds of end METAL 5SP FLA5HING - C ° °' '1 6 � -^ . .. 7 00 reaction,in 2x4 walls&(1)2x6 cripple stud for every 3506 pounds of end ANGLED PI�rpTrp TYP @ EDGE - z .� ,�, U reaction, in 2x6 walls.See truss mfr.specs for loads. When bearing studs �9 I I I I I 1 'r> required exceed width of girder truss, provide Simpson T.B.E.Truss Bearing OF WOF TO PIVEEf WATFP CONTIN,SNINGLr OVrf? Scale/<} _ ( -0 ��► o No Enhancers,Install per rnfr.specs, Fi?OM 5fPr OF AP.ACFNf WALL t r:IPGE;VrNT ti/ f3APFLr ;>~ > <r N F. Provide solid bearing to foundation or beam below for all beams, headers& / Q girder trusses.Provide blocking between Joists. M, X SHINGLES CLA55"C" MIN, .��A '� b � G. Unless otherwise noted provide: C: i I INSTALL prr?MFS,SPECS 1. Double header Joists&trimmers at all floor openings. 2. Blocking between joists under parallel partitions. I / 3. All headers @ bearing partitions to be(2;2 x 12's unless noted otherwise. U, a- 4. 1 row of 1"x 3"cross bridging per joist span,or equal. r U 5. Floor construction:3/4"A.P.A.rated Stur1-1-Floor,20"o.c.T&G exposure 1 6. Provide fire-stopping In accordance with IRC R-602.8. / 7. Exterior walls shall be sheathed fully with7%2 plywood or o.s.b. For walls greater than 96"tall,additional plywood or o.s.b.sheets may be used to / ` E create full height sheathing.All seams to be backed w/blocking equal to stud size.Attach sheathing to studs w/8d nails at 4 inches on center atCO' /'�CT�, panel edges and '12 Inches on center at Intermediate supports. G ALTERNATE OPTION 7/1s" I ood or e.s.b.attached to studs with 8d nails \J Cjr �` , at 3 inches o.c.at panel ges&12 inches on center at intermediate supports,max.stud spacing 16"on center. Install weather resistant _r membrane per mfr.specs overall sheathing not water repellent. 8. All interior walls&ceilings are to be covered with Y2 , { pZ with metal corner reinforcing,tape,float and sand(3 coats- Garage @ , ceilings to be covered with gypsum board as noted.Gypsum board to be attached to studs with any of the following:5d nails,.120"wallboard nails, oef or#6 drywall screws 1 Y"long Wall board fasteners are to be 7 Inches on TpUss C'rA�ING center at all studs and pates. �. 9. If marble flooring Is used in areas not noted,floor system may have to be CEILING J` reevaluated to control joist deflection. Ix8 TI'I;Vi C�OAPP .9T 03627rD OQ` 10. All interior partitions to have studs @ 16"o.c. W/ PAN:Gr MOLD OF, N H. Interior trim and finishes to be selected by Owner. V`+ _ I0 TM, I30APP I. All wood trim and siding applied over weather resistant membrane to be THIS CERTIFIES THAT THESE PLANS WERE backprimed prior to installation. PREPARED UNDER MY DIRECTION AND VI.MASONRY SUPERVISION AND TO THE BEST OF MY A. Masonry veneer walls shall be separated from the water repellant sheathing by KICK OUT FLASHING W/ P.' KNOWLEDGE, BELIEF AND PROFESSIONAL an air space of a min,of 1"nominal. When the 1"space Is not free of mortar,a weather resistant membrane or building paper Is required over sheathing. N96F 50LPrMP JOINT5, %JUDGEMENT COMPLY WITH THE LATEST r3Uff 512%AGAIN5T PROVISIONS OF THE NeW YORK STATE B. Flashing shall be located beneath the first course of masonry above finished grade above the foundation wall or slab and at other points of support including UNIFORM FIRE PREVENTION, BUILDING CODE roof intersections&lintels. AND THE NEW YORK STATE ENERGY C. Weep holes shall be provided at a maximum spacing of 33"O.C. Weep holes SrC.ONP FLO01' CONSERVATION CONSTRUCTION CODE. shall not be less than 3/16"In diameter&shall be located Immediately above - flashing. VII.MISCELLANEOUS /� DRAWING A. Verify Insulation values per local code. I j I n r I a 5h I n PAM I I � � 8" X 8" rxS0012 S --- - - -- B. Unless otherwise noted,provide: C3(�X COLUMN, Sir ELEVATION 5HFFT#6 1. Install craft faced insulation baits in exterior walls or Install polyethylene Install Sid in Per Mfr 5nG'GS vapor barrier against inside of unfaced batt wall Insulation. GI Y 2. Insulating double glazing(U Value.50 max.)at all exterior lass areas. Interior and exterior glass areas includinc sliding doors,patio doors& windows shall be tempered glass as required by IRC 308 - -PJ C. The working drawings do not provide specific detail and workmanship requirements In areas.Including but not limited to flashing,caulking, painting, nailing,soils,dryvit,waterproofing,concrete curing placement and finishing. Builder is responsible for providing supervised workmanship in all areas of construction. PROJECT: D. It shall be the owner's responsibility to review materials and products specified on drawings(and match to existing building if applicable)and verify the same with contractor prior to start of construction. Roberts Premier E. Windows noted on plan will be Andersen. FK51r FLOOD' LLJ 1. Window grid patterns may vary with manufacturer. 41- , APppOX. D eve I o p e m e nt LLC 2. All egress or rescue windows from sleeping rooms must have a minimum = for OF FOUNPATION Gf?APr net clear opening of 5.7 square feet. The minimum net clear opening height dimension shall be 24 Inches. The minimum net clear opening 465 Mailer Ct. width dimension shall be 20 Inches as required by IRC 310. rr = -i 8" rourrp CONOM 3. Window glazing is to have Uo of not more than 0.50. I FOUNDATION I Southold, NY 11971 4. Install and flash windows and doors per manufacturers specs. All wall and APPPDX I i , Z roof penetrations shall be flashed and sealed. 1x6 V1911 130APP I L�r JJ N F. All exterior wall penetrations are to be flashed or caulked in accordance with _ Gr APr specifications provided by exterior wall surface manufacturer(i.e.brick,siding,or Q 8" FoLrEP CONCM'r L VJINPOVV WEl-L DATE 514/21 dryvit etc.). -' FOUNDATION G.Dryvlt Is to be Installed according to manufacturers specs. Refer to the dryvit GRAVEL FILL PROJECT NO. 21/025-Roberts builders reference guide"Building Successfully with Dryvit EIFS"or the most current specs available from Dryvit Systems, Inc. I I -41, Pf?AIN 1O DRAWN BY NIS H.Exterior siding to be Installed over weather resistant membrane per siding mfr PpGJN TiLE specs.Flashing on vertical&horizontal siding joints per siding mfr specs. CHECK BY, MS 1. Provide GFCI,AFCI,&-romper Resistance receptacles @ all locations req'd per I 2008 National Electric Code DWG N0. � C 5cal e%1 1 _ I I -Ol l SCALE SHT.NO. AS NOTED ISSUED FOR: DATE DESCRIPTION 5/28/21 DOB SUBMISSION 5/8" DIA,ANCHOP MOLT5 @ 6'-011 O.C.ANV 12" MAX.FPOM COPNEP5 (2) #4 MAP5 HOPIZONTAL i`r '+y:i a+�ti.r:•.� ••Lw s�1"•�a•'+r :ti A.P.A,PATFD 5T UP12+FLOOP #4 f3AR5 HOPIZONfA- , 20" O.C.f&G EXPOSUPE 1 NOTE; FOUNDATION PEINFOPCING 15 NAZI,5UBFLOOP r0)LOCKING f0 MF INSTALLED IN `• :. f• . • 2 x FLOOD JOISTS ACCOPnANCE w/ LOCAL s O • 11T'ICA1 FOUND,CONSTt UCT10N; r• 8" POUED CONCPIWALL KEED oFM,FVAr'Y FPOQIP •' r O :Y. 20"x8" PEEP POUPFP CONCPETI; 12Ef&SHOVIN BACKFILL "' nexcavated 2 17 _• '� FOOTING PEINFOPCFD W/ (3) #5 O AP_ACENT r0 FOUNPATION „ W-7'4" •� — ••��:::' 2 8y� PEB,A1z5 CONI.IN FTG,(TO PE,VIN, VJALL5 SHALL NOT'ME PLACED , P,C SLAB + ; 3'-0" BFLOW G2APEJ REVISIONS UN11L THE WALL HAS x6 10/10 4V,W,M `• > K• c, • SUFFICIENT 51CFNGM AND •y " COMPACTED FOPOUS _ PS (2)2x6 P,f,SILL PLATE ON TEPMItE - rr•... i ' .�. '.. • • . ° B � HAS BEEN ANCNOPFG TO THE •,, • 'a....- •..• .;r ,�•� . , .,, .. .:, r f ;••�:�• � ,, � � NO. DATE DESCRIPTION z PAVEL-FILL(95% WELL 0 g SHRED N/ 51LL IN5LILA11OW& 5/8 °. 2 x LLOCKWG Ar 48" O.C. FLOOD OP HA5 LFFN r PWFD .y O " cv AT FIPST JOIST CAVITY ,,:;.: To PP;VFNf DAMAGE BY THE t OMPACTI D) _ O •� DIA,ANCNOP BOLTS VJ/ 910"x1/4 ' a BACKFILL O MEANING PLATE @MAX.36" O.0 ° .' • :' j (TY°ICAL 12" FPOM W125 OF EACH NOTE;DEfAiI.Arn..IF5 ONLY'O 24" LONG #4 POMI-5 +� f +. PLATE 5ECTION) (EXTENI2 BOLT5 MI A. APPPDX, ° @ ' 10 -f f O ( 'f ?„ INTO CONCPFTE) 2 -O" O.C. O,C GPPDE FULL HEIGNf FOUNPA11ON W&1L5 :+ 15 (3) #5 BAP5,CON-W, w/ '5" CLFARPIMFN51ON 24"x24" •ti• I.� UNDISTUPMED APPPOVED ,.• (2)11-1/�}" M,L,GIPDEP 2)II-1/-1 M.L,GIPDEP (2)11-/4" M,L.GIPP A.F.A.PA11 D 511aPD-I-FLOOD ;i«• BEADING SOIL �4 :!:. •.iv�• r• i. w•;.�++ •}:� — — — --•-- — — vt.�r•}M•jLwy ert wr, 20" D.C.T&G FXP05UPE I •. ; •t•;• •;` 5-1/211191 ,STFFL COLUMNA �. CAVITY 5rPa U5FD FOP MFCHANiCS I,-8„ _ EGRESS WINDOW WELL BY ON 24"x2 'x12" DEEP Wi00 e- :• AS P 'SCAPE CODE OR EQUAL ?x FLOOD JCIStS � AS PER N.Y.S. CODE (MIN. 36' <4)#5 AP EACN WAY •tom �OUndation �'e inforc Inq WIDTH & DEPTH) 3,_ . P,C,FTG( OF 6) NAIL 5UBFLOOr TO BLOCKING " > TYPICAL SLAB° SFF NOTE #I j C 4" P.0 ;LAB 12 it �� _ 6x6 10/10 W.XV,, o �w rn O O 6 MIL VAPOP BAPJ?IFP N f3a5emen� l Scale I/211 - P -0" - F5 - 4" COMPAL11r2 POPOU5 P5 — '� �' - O • LOA9 BEARING WALL L• N COMPACTED) (2) 9-114" BM �O ; O - = ,_8,. �� FLU5H, TYP, In N 4 \Zco z a( ° „ SOLID BLOCKING 5TEFL BEAM, 5FE PLAN EGRESS WNDOW 45rA?\OP G -�� 6 - 6 5„ `< 2 x MLOCKWG AT 48 O,C, FOP 51ZE,5Ff FLU5H MINIMUM NET CLEAR OPENING- s 06 ° AT FR5r J015f CAVITY 'WITH BOffOM OF J015T5 MIN. 5.7 SO. FT. �. >6' x�6" _ „ „ r MINq�A N OPENING HEIGHT" 24' %: 24 24 24 24 24 24 24 4 i ' 2 x 6 TUPNED FLAT AT 48" O.C. ! `t E v PDEP \ <2)II-I/ M,L, PDEP � �''� o a Z X 10 FLOOD J015r5 - MItVIMUM OPENING WIDTH= 20' <2)11-1 �}" M.L,GI. " • J�pppOX ° ALIGN\MT112 x BLOCKING MAXA SILL HEIGHT= 44' AFF. �t — — @ 16 O.C. GpADE ANG 5PIKF TO PLATE °j 24"x24" =�� �r N 2 w NOT; PFf&APPLIE5 ONLY TO „ - \Z 5-L/ PIA.STEEL COLUMN 3-1/2 PIA.5TEFL COLUMN I �D P5 Z FULL HFIGHf FOUNDATION WALLS SFE TYPICAL CONCPE1E ON 4"x24"x12"DFFP W/ ON 36"x36"x18" DEEP W/ L� +• {tc ({t `t t r U<s1NDOW HFPPIEP P2 T41 (4) 51'EDw FPS-"WAY C 4)#5 k?�BA�EPGk t WAY P C, �+ �t• O 131ocklnq �Ietail for floor Joists ON SNEEf$6 _ P.C. tG<1YP OF 6) FTG<MFLO'NCOLUMN AMOVE _ - NO1F y - t_ _; O� O GAS I � r• � - o � � �, 4„ i, , 3'-5�'� _ I I'-I I,. MOILED ` � ,-3„ � ." .. � �� w Parallel to Foundation Wall Section N �_ TP5 U TP5 V Kl j• 1•"I:`f '1•'w T 1:'r/•'i.{"�•1r a �v ••<•w - y xe"� s` _ Scale 3��11 _ 1 -011Scale 3/�t� _ _�� 2 .• _ , N r ,,: •�"? op LO lel > ^ N --i'v LM X � � 2 *. 27'-C�" a• ,_2n -3" - ") `�' UNE OF GF < LIGHT WEIGHT ••. _ V) o a =L002 JOl5T5 5TONF Ar3V << + HIGH EFFICIENCY 6A5 FIPED BOILED Q °,.r o O •s PP.OV117F 14 IX FYI-�r'T11dG,�!8"TYPE " o• °- U STNDI4 require .' t s•,..4 -• amu' f• ti ••-�y.{!t ;:.v:.;a�j y, . '•••• �1�•. •�' ;L; "X" GYP,BD,ON WALL ANP eFILING i! a miMmam ui TNDI4 COPNER HOLD i ALL COMBL15110N NPI FPO)EXTEPIOIz& BEAM,5EE I end distance •• GOWN BY"51N,P50N" •; 4 5LAr3 PLAN FOP 51ZF5 when mu{tipleCFf VENT r0 EXIEPIOP AS PEP,M✓�NUF - y: •(�' C BFAPINCi GPADE MEAh4, 5EF �: 5PEC5. 2x members are •• - Unexeava�ed DETAIL UN SHEET#6 '� 2' 5LAM BFAPING used as shorn •• - 00 @ IS WALL COLLMN 51EFL TOP PLATE WFLP2 19 TO ;; 2 I3'-?„ I2' � " „ 22'-?4" TO PLATE BEAM AND COL UMN, 5FF � _ _ _ 0 AND PLATE „ „ 5CHEDI.I,E FOP TOP PLA1E SIZE ' ' One#4 rebar x r /r FC UP TOyz THICK PLATF5 ' ' or PT cable 4" COMPACTED POPOU5 TO BEAM y�" FOP UP TO I/,-- THICK PLATT S ' ' 1n shear cone �r GPAVEL FILL(95% WELL " 0 �v t FOP PLATE5111ICKEIZ THAN V,," 5CHE2LUE 40 STEEL(A5fM A-53, '• xle min.or 24" ` � •. i •� ;�''t �•: .'+..f! !•� {;••y� ' r�' .w::r:'`•� COM,PACTED) N ;ti (�JL `�' TYPE E OP 5_ GP.APE B) PIPE •• - �� COLUMN,5EE SCHEDULE FOP 51ZE '" '9j. X36276 pQ' 3,000 P,5,1,CONCPETF UNLF55 NOTED 011.1 VNI5F ON PLAN O +r nexcaval✓e i F ....o N Yrr. ;;..'..: ;• .:N�:,�. .,+�� �,-...�•' •�:• �. O NEW 4" P.0 SLAB 6x6 10/10 VJ,W,M, THIS CERTIFIES THAT THESE PLANS WERE FOOTING,51ZE NOTED ON PLAN,5EE SCHFDLLF + FOP PEINFOPCING 501.IA1;, OP PFCfANGU.AJ? 'I • ° PREPARED LINDER MY DIRECTION ° l�•.A° I I Q .• ': 4" CONIPACII 1 POPOUS r� SUPERVISION ON ANO 0 THE BEST OF MY STEEL GASF PLATE ANCNIOPFD Mtn.•.••" End GPAVFL-FILL(95% JVELL POUTED CONCPME SEAL TC FOOTING PAP WIT H(2) K" ebar lengt Distance*A' 't COMPAC1ED) KNOWLEDGE, BELIEF AND PROFESSIONAL DIA.WEDGE ANCHOP5 Af is 2xle ;:•(/z•mina L; GEMENT COMPLY WITH THE LATEST ' PROVISIONS OF THE NEW YORK STATE CN FOUNDATION UNIFORM FIRE PREVENTION, BUILDING CODE GPP,VEL FILL OPPOSITE COPNEPS, SFF n.° Tom comer �o `• •• 5CHEDLLE FOP BASE PLATT; 51ZF �' ' r' � � AS PEQ'D BY 5111; ti AND THE NEW YORK STATE ENERGY o r, FOP GApk,6F DOoP CONSERVATION CONSTRUCTION CODELINE a . a 5" MIN.CONCPFTE CO�Ek CORNER HOLD DOWN j LIEN WEIGHT d ° BFLOW PENFOPCING STONF MV DRAWING • ° Tri.' ! • :.iF: . I INDI511 IPME9 APPPOVED ° _ NOTE; LFI5TIK 9 A 2,000 (—III = AOJU5TAMLE COLUMM TO ME USED P,s,F,MW, —111—) 11—� 11-111-1 ) I-111=1 �I: ONLY WHEN IT mIir5 Tm M xvc, III- I I III-III-III-III Iii III- CAPN--ITY FOP FOOTING 51ZE A5 NOTED ON FoUNDA110N PLAN, fgpical Pearn and Column netail 5EECOLUMNPAPPEINFOPCiNG SCNFDLILF AS FOOTING 51ZF PROJECT: INDICATES COLUMN L Ad2, Scale 3/�•'� � � �'011 (2) #4 BAPS,(CONTtNLOUS 8„ 26'-I(}�,' 23'-7�„ • NOS; FO.INGA110N',NALL BAPS). FXTI;ND Roberts Premier I) 51ZE OF FOO'1N6 A5 NOTFP ON FOUWDATION PLAN To LF U5ED f0 5ELECT COLUMN COMPONFNT5 AND FOoT1NG PEINFOPCING, 2'-0" MIN.BEYOND JAMB •:•' - 2) FOP F0011N6 517E5 N01EP MOM THAN ONCF, FA3PICA1 OP TO HAVE OPTION OF VIMICH COLUMN 51ZE 10 U5F, UNLF55\1011;1 50 6" D eve I o pe m e nt LLC Of-WM5E: ON FOUNDATION PLAN.U5F COLUMN WITH MATC-I COMPONENf5 FPO)CHART, (2) #4 BAPS, ;XTFND I'-O" 3) PPOVIDE MIN DVV',nFTEP COLUMN FLOP FOOTING%ZL , UNLF55 OT M,,15E NOTED ON FOUNDATION PLAN, MF'IIOND JAMB AT BOTTOM OF �oundatlon Notes: 465 Mailer Ct. 4) MAXIMUMN COLUMN HCIGHr FOP T H15 5CHFl2U-, SHALL NOf EXCEED I O'-O", HEAPFP 5) LONG LEG OF MCTANGULAP PLATE5 TO ME 1N5TA✓LEP PAPALLEL\MfH MEAA"1 FLANGE UNLE55 NOTED OTT-UeIAA5E Southold, NY 11971 IY�' MIN,CONCPEr;'COVED, TYP, F oundation Plan I, SMOKE PF1I;CTOPS rO ME VVIPEP INTO HOUSE �CUPPFNr W/ Footin rreinforcin & Column Size Schedule (2) #4VEPTICA-[3M5ArFACH I ( SCa�e%}11 - 0 .011 BATA;2, TvP. -UP, OPNANPEACHDWr OUNIS, 'NF�ALL DATE 5/4/21 SOUND, 1""f'', c�EVFPY FLOOD AND EACH BEPPUOM, JAMP WITH MATCHING FOOTING FOOTING 517E STEEL COLUMN MAX.COLUMN MINIMUMFOOTING 50M PA5E I;ECTANGLILAP,BAS Or PLATE 51ZF DC21NEL5,11E BAP.5 fO HOPIZONTAL MIN,DIA. LOAD(Lf35) THICKNESS IZEINFOPCING LATE 517 F PLATE SIZE MAt25 AT FOUNDATION WNl-L AND 2, VENT MAIN EXHAUST FANS TO OUf511E, 11"ICAL, PROJECT N0. 211025-Roberts 24"x 24" 3" �,000 a" NGNF QUI'Fn 6"x6"xi i 4"x?"x 1" NONE P.EOUM- P NOPI70NfAL BAPS IN I APED DRAWN BY MS 3, 5ET TOP OF WINDOW OPFNING5 6'-6" AP>OVF FOUNDATION ?O"x 3C" 3" 12,500 8" (') #4'5 DOM 6"K6"x „ 4"x?"x " NONE r °ulrFn FLOCF UNLE55 NOTED OTHEPVd15E, CHECK BY. MS DI�C11GN5 �'qpical Concrete ,6"z�6" 3" 18,UJU 10" (3) #4'5 t�0•M 6"x 6"x " �+"x?„ x'5" NONE 1?EQUIpFD 4, UL APPPOVUT` GAS F,FOP,C M All?GOND.V Nr A5 PEQ'P, DWG NO. PROVIDE OUr51t2F AIP FOP COMBUSTION, GIt;CTI0N5 5, UL APPPOVEP GA5 WATF-P HFATEP,VFNr A5 P 0'D,PPOVIDF =t2" x 42" �" .?4.500 IU" (>) #4's GOM b"x b"x�•" '}„x"i"x�" NONE PFOI.6?ED Window Header Beta II PIP' C110N5 ` OUT5IPE AIIJ FOP CO.MBU5T10m, 56"x 36" 4" 18.000 10" (3) #4`s 6"x 6"x•(" 5"x 8" x 4" NONE AQUI'TG 5calc V 1 P-0" r11r--CTI0N5 6, UNLE55 NOTED OTHEPVVI5E,ALL INTEPIOP WA-1-5 APE 3y2" FOP 2 Y,4 FPAMING @ 16" O.C. SCALE SHT.N0. AS NOTED ISSUED FOR: rs oor 5. Wall �3racinq Note; - I, 5MOKE 12ETSCTOr5 TO PF WIf-P INTO HOU5S CU PIl W/ PATTFPY DATE DESCRIPTION PACK-UP, INTEPCONNSCT 501F ONS SOUM25, T-II;Y ALL 5OUN12, TYP, @ SXTSPIO'SHEATHING rP EQUIST5 t7MSNFOP 90 MPH WIND LOA SVSPY SLOOP AN2 SACH PSPWOM, 50'-6" 5/28/21 DOB SUBMISSION 2. VSNT t3AM.SXI IRI{ST SANS f0 OUTSf17S,1YPICAL. SXTEMOP 5HSATHING 15 r0 P 1%2 0.5,(3.OP rI YMOOl2 A1'rACHS12 TO 5TUt25 WITH 8d NAI1L5 @- 4 INCNSS ON CSNSP, 3, 5F-I,TOP OF WINDOW OrI:NIN65 7'-l0 %(j" APOVE FLOOD UNLE55 AT PANEL St2GS5 AN12 12 (NCI F5 ON CENTS Ar INTSPWPIATE " 5Ur'POPT5,ALL PANSL S12GE5 A�..S TO PS PLOCKEt2 WITH 2x II '3 15'-9.11 12'-811 10'-9 11 Nom[?O1HFW5S. MATT NAL. ALTSPNATS OPTION,71(l 05,P.OP,PLYNOOn ATTACHSI2 TO 5TUP5 WITH 8P NAIL5 @ 9" O,C,ATPANSL SI76E5& UNLS55 NOTSI2 OTHEPWISE, ALL INTI MOI'WALLS APS 3,112" FO:2 x 4 1211 O.C. ca INTEPMI PIA11' 5UrPO'.15• \W.5TUP 5rACING 16"O,C. FP.AMING @ 16"l .C. 8" PDX COLUMN OVSP, 6 X 6 PT,r05T, 5ECLM, TO PO;CH 5LK3 SXTENn COUNTSPTOP 181, I I Tyr.@ rPONr rOrCH PEYONP PEAT OF CAPINVT5 = _ N � II - - vm5H mm,&511255 OF - - n� X TW24} 40 2 E67, 55 (2> 2 X 1 x8 C.J, 16 O,C. I-IEA12Ef; '�='•' CAPINETS At ISLAM? 1 ItCN 31-,q l" FINISH PlMEN51ON `_° FIN15H 121MrN51ON I C 5)11-1/4" r I.L.HPE-(LP5Ft) 6-7 5/e." CEILING HEIGHT 01 - AT PErffTFk1 I ( ( O NIC_ Fort h II I as�,er 6e�croom REVISIONS_XQ rNr2l0 OVSr o0o NN TW10 O 1y1 HFIGr ;3'-OyO 27" bP, 2 " 12W d - '/8 9'-I yeCSILING H%Ht NO. DATE DES CRIPTION 5ET 51LL Ar Il I I I/8" A,F,F, AT CEll ONLY O O ii (TYPIC FOP 3) - - _ _ 2xIO FLOOP J5r 3" SN12 PANEL M ` `O I I'-6" APV 9'}0"O,C = r::;• 'ACE 5 v_ z M,10 A W/ �� ��� `"t: o 5y11 DES tIVAC �o •e ieii ;'5 FAN V-I YB" PLATE H6r, (2)2X10 - \ FLu5H PM,-n. 2 co N PANTPY T X 3 FVJG 080 \ \ \ U.L.AJ'PPOVSrJ ZSPO C�h)Zx�}\r�ST z (4) x4 P05T C .1-4 ...... .::. 1 „ ,1 CLSAPll 6A5 FIMI`LACE, CrEA PELOW I 6% 8 -O X 8 -O \ 3 33" PASS I 3311 PA5? 121" PA5S 36 ITrr C' N \ � ) WSrALL PEr MFr.5rSC5 t:'FV W. �6"x�z„ <2) " 1 Great t?oom _4 ...... 0 : ... LVL�v, Y,9/ y � I -N :..._.._.............. ....................._...................:::: SEE – — o Q>� #' --co —� Q O� 11- 4 Io'-�„ — - I3'-3„ — ,-3, t �'� a Il Mas Bath = x5'MTCHSS - I� Jlr� - `c` FINISH(?IMEN510N FINISH nl = J / CSPAJVIC TV �v V1FN51ON v 10'-I y8" C:IL, I TO 1_16K5 O N c'a o I I AN12 FAN APOVS � 1 SH ` -P w/ TEMP, N �, - N 7. A� NCLO�III Cabinet 1,aqout ;� _ �� / Jill 5cal o 3/811 _ ( �—0'' b in lnc1 I ` _� PSAP.ING Nall ° vvr ci / ` PAPTI110N - o n. / pDOm CT 811 PDX C 2)2x10 \ -1 1 0 2 11 q'-I " P �` C N o• U THE GUARPPAIL 5HALL MWTA MIN,51NGLS I ( COLUMN FLUSH PPJ, l Co 1 >- ►W- C 5)2x4 Il Z cu CONCENTrATS12 LIVS I-OAP OF 200 LDS, (3)20 P05T (3 IA" MI.L,HPP,(UP5Sr) L (2)II`I//�" N,L,N17P, Ur T> °` WOO?PAIL 2,K" 121A,MAX, ArPI-V?IN ANY PIPSCTION @ ANY PONT _ / - - - -- _ — `�-= 3 11 PAS - ' s= cc PNL GPIP PETUPN PAIL5 TO VVN.L ALONG ITS r0P & TNS PALU5TSP5 SHALL = " - � PESP 51NK o (2)2X10 FLU5N r . - p Q O - 8 W112E 5Orrir GP " , Or SWAINAti; @ NSb1 L rC>5T P.11:ST A MIN,HOP.IZONTALLY AP'PLIl t 5S POTTOM @ 9 -6 AIF C 27 2x't P05T 11 6'-7" U C Z LIVE LOA2 OF 50 r,5,F, \�z PAL, _ - dam it L N12PY CHU11;APOV PEAPING C p 5PACE PET'hVrtJ TO PE LS55 THAN \ \ - \ - I N ol,ler - U V ' jl l o c _ 00 -- - - -- 5 11 \ --� aunclrl,� o CIOv o \ - Fo er , 9 -1 y� �, ..� u 0 O - �., O , o 18,-Oy4' CEIL.NGT, (V SECOND FLOOD MII I 'I II �I \ 0 I \ 11 O PEAPING C) .x M = 8115H N , pry pp _ _..... \ I "� 13/x" 5SLF CL051N6 PAPTITION H q ill 10 -Iy� CEII ING HEfGHr /21—OII -— —— — — — — — \ � `,^ _ f ,1 '� s PEAI;ING rAPTiT10 ,i i, SVV1rCN I _ � Ur 2 r, '8 i 20 MIN,rATS17 tits 12UJP VENT 121rFCTLY N � `� o a, '� � II II II I I II q �' _ o l to OffWE o o \ , �Atsrn r ro L1�NT` C 2)14 M., W/ I 51q., FlLm _ 0 W0017 NAILING fNl2 PALUSTSrS \ 00111I I II I I _ J 2' 1011 — 2 \ , � I I II I I I "!� 13'-711 = _ J _ LI 2' — 3 I/2 PIA�TSSL COLUMN 21'-9Z�� �-1/2" CIA•5TEEL COLUM � �D ON FOYI r 51125 OF STAJPS \ �- �� �C \\ II I I o N � I \ OUTLINE Or FLOOr APovS 6 T P w 2 ." MAX. \\ 3'2" N °® _ _ \\ P-30 IN5UU.ATION PC-W% �?� (�ti SCO r G/'l - N3� <2)2X12 Ni2P, N \ 15 FIN15HEP%CONI2 FLOOr WOOF AIL / y, - \ J015T5 mow Wdm-THSM � 1•d � C I 171A,I IANf?GPIP, w/ 12E51GN LOAl2 OF 5o POUNG5 APPLIN2 AN121NG V�' man O LIIGNT WSIGNT C 2)2x�}POST 6' " X 8'-D'1 (2> 2 X I OVSP 159./FT,OF ATEA, _ 1/211 X yH- 11 — �J Z O 1 i z FLU5H PM 5rT CANTII rvw JOIbT5 * 0 i LANZING `� - STONL VSNESP O , \ 12 UPLS ENTf?1 P001? 1,1 PE ow nm/ f 30" X 2- y 11 - NOTE: v PorroM , 9 -I z O Porch \\ \\ 0 1 // �C55 THE SEPERATION FROM THEAGE AREA ALL BE RESIDE CE (� �1 \\ _ / -- & ITS ATTIC AREA. PROVIDE 5/8' �'9 036276 / - TYPE 'X' FRE RATED GYP.BD ON WALLS, CEILING ON GARAGE. T� _ N (2)2X4 f'1 U3Ph, _ 2)2XI2 PT PM, CEIL� Garage O � N \ _ O \ R314.2.3Attachedgarages. � DIRT ON N�S�WERE \ - 10"PO COLUMN ovSP, \ Heat detection ratfor the ambient UP 16 r15SP5 0 Q 6 X 6 P,T,P05T WPAPPEI2, ( r - \ SUPERVISION AND TO THE BEST OF MY outdoor temperatures shall be installed n SECU1�TO ro.'CN SLAP'JV/ _ \ 2x12 C.J, @ 16" O.C. new garages that are attached to or KNOWLEDGE, BELIEF AND PROFESSIONAL FIPSrFL-OOP \\ 51NPSON APU66 located within new and existingdwelfin s PROVISIONS COMPLY WITH R LATEST O 1_411 \\ _ = g UNFORM FRE PREVENTION, BULDNG CODE STAdP OPENING \ TT, @ WONT rOPCN � Heat detection shah be instated � a ()= z 1 1 V�JAGL nETA15NEAJ? central location and � accordance with ANO THE NEW YORK STATE ENERGY 11 "All the manufacturer s instructions I N051NG O' f2'- O' "9 8' O" 0 �� / ON 511EEt#q CONSERVATION CONSTRUCTION CODE NOT1 5TAIPtF ,TOVSPIFYFINI5NS[7 \\ 3'-211 ' 13'-711 I�'-311 2' " / 22' x+ " 4 DRAWING nooO CONS I G5 TO EN5UPE MAX, 11 \\ DIN PSEC.MF 5 rEP rSE�G DSO, P15S1:HNrAHT E5 NOT EXCSSI2 7 /� J ANP P15M5 I H PUN 120 NOr - s \\ f1= VArY PY M 3/j" r LAN121NG ® bj JJ ® O �� LANI2ING �� - _ r 0 N / 161-0" WS Y 8'-0" TALL Ur 114 PI \ - - GAPAG 1200r - - -" -' L IIGNT VVI;IGNt O VSNESr rAWL @ kc\ PROJECT: UN Fr5Vt OF PA5EM-Nr 4'-1O" il'-B'4' II'-8a" ST rENCLoSUrI Roberts Premier PASEMENT „ Development LLC 27'—011 23'-5 ,1-611 q1-2" ,1.611 465 Mailer Ct. ANCNOr SrAlrS 50'-6" Southold, NY 11971 TO SLAP 5f.air 12etail G }� DATE 514121 Scale 3/g" 1 ' -0 I i r5t Floor Plan PROJECT NO. 21/025-Robef�ts Scat eY41 1 - P-011 DRAWN BY MS NOTE: FLASHNG SHALL BE INSTALLED AT WALL AND NOTE• RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWTCH NOTE: NOTE: SYMBOL LEGEND NOTE: CHECK BY, MS 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE ISA 8313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAN & RAILING. TO BE ,� - g ALL EXTERIOR WALLS ARE DESIGNI=D AS 'TYPE I' EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO O SNG,� & MULTIPLE STATIM WOKE ALARMS 8 3 �� CELL SPRAY FOAM INSULATION N ALL CATHEDRAL SPACKLED-3 COATS MIN.) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. SELECTED BY OWNER (MAX RISER HGT cELIVGs. DWG N0. AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS CHECK FOR BEARING CAPACITY OF SOIL AND WATER WALLS & CEILINGS. iTYP) 8-1/4' & MIN. TREAD DEPTH SHALL BE p *R-38 OPEN CELL SPRAY FOAM INSULATION N ALL FLAT CEILINGS SHEATHING TO BE MIN 1/2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUJT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR BE CORROSION RESISTANT ITiQNMIJM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D 9') MIN. HEAD ROOM 6'-8'. HANDRAIL ON +� 1�30 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGONG REPAIR, V2' MDISTI.�tE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND AT LEAST ONE SIS OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH UNCONDITIONED SPACE BD. (TAPED & SPACKLED-3 COATS 8313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION,OR HANDRAIL HGHT NOT TO BE LESS THAN 75 CFM FAN CAPPED BY ALUM. 12' O.C. N FELD. EXTERIOR SHEATHING SHAM 8E IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. AWAY FROM THIS HOUSE. MAINTAIN MIN. 6' CLEAR 8_21 KRAFT FACED FIBERGLASS INSULATION N All EXTERIOR WALLS MInU.) BEU-UND AUL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO TI-E 34' 8 NOT MORE THAN 36' ABOVE FROM BOTTOM OF I�EW SIDING TO GRADE. SIMS & W.0 N BATHROOMS. (TYP) �- VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BULGING 8313.4.2 EXISTING BUILDINGS STAR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION UPPER TOP PLATE, WITH ALL PANEL EDGES HAVE A PERIMETER DIMENSION OF AT 4b HOLD DOWN SEE SHT N-01 RAKES TO RELIEVE 'STORMGUARD' LEAK BARRIER WING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL � INSTALLED IN �TO BE PROVIDE N CEILINGS EXPOSED TO IJNFEATED SPACES. OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERAflON, LEAST 4' & NOT GREATER THAN 6-1/4' _ HOLOOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MN. SIZE TO BE (2)2x6 UN.O. T.G. TEMPERED GLASS INSULATION BY 'OWENS CORNING' OR APPROVED EQ IA1 SCALE SHT.NO. RAKES. EXTEND UNIDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, � RELOCTION N W/ AMAX CROSS SECTION OF 2-1/4'. INSIDE THE EXTERIOR WALL LINE OF THE BULDNG. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED Second door Nob-- Wall Brae incl Note: ISSUED FOR: I, 5MOKF PF ,CTOIS TO CSF WIF:FP INTO H01,1`_F CUFMFNr W/ PATTFI?Y 50'-6" DATE DESCRIPTION BACK-UP, INTFkCONNFCT 50 IF ONF 5OUNG5, THFY ALL 5OUNP, TYP. c FX'FP210K 51­1EATHIN6 12FQUIP.FMFNT5 FOPP,90 MFH WMNP LOAp FVE;P:Y FI-00F,AMP EACH DEbl'.00M, 5/28/21 DOB SUBMISSION FX-F-PIOP.5HEA1HIN6 15 r0 n "%3L 0,5,C�,or,f LYWOOf7 2, VFNT PATH FXHAJ5T FAN5 TO OUT5117F, TYPICAL, ATTACHFP TO 5TU175 WITH 8J NAIL5 co 4 INCH'--5 ON CFNr;t? A1"PANEL F176E5 ANP 12 INCHF5 ON CEN11;P'A1'IN'I PPMEPlff; 3. SPT TOP OF 1MNI70W OPENINGS 6'-10 %" AI30VE FLOOI; UNI-ESS 5UPPOf?T5,ALL PANEL EP6G 5 A 5,V TO PlE r31 aO P WITH 2x �}'-6 �'-7T3" �'-7f;" 3'-I 111 6 1 411 6 1_(111 8'-1 11 2'-8" NOTFI2 OTHFr'WI5F, MATFM&, ALTFI:NATF OP11ON, 05P.OF FLYWOOP ArTACHEP TO 5TU25 WITH 817 NAIL5 @ 3" O.C.AT PANEL E126F5 4, UM[F55 NOTFI7 OTHFI2WI5F,Al L INTFFIOP,WA 15 A?F 3)2" POP:2 x 4 12" OL, @ INTFPZMEPIATF 511rPOPT5, MAX,5111?5PACING 16" O.C, FP.AMING @ 16" O.C. 50LIP PL.00KING, MATCH MAXIMUM R312.2 Window fall protection. FMIN,C 2) 2x12 HFAt7El ,EXTEND Window fall protection shah be provided in accordance with Sections — — —--- — — — — — — — — 1700P HEAVED,P7 PTH& THI�KNF55 R312.2.1 and R31222 TO CONTINUOU5 5TUP g I I CW2� -G12E55 In dwelling units, where the top of the sill of an operable window - opening is located less than 24 inches (610 mm) above the X -U finished floor and greater than 72 inches (1829 mm) above the finished r f hbuilding, rade or other surface below on the extend o the 9 the operable window shall comply with one of the following: ` 1. Operable windows with openings that will not allow a 4-inch-dameter � 11 n •','.' ':':.' .........: (102 mm) sphere to ass through the opening where I SFF CFIL.ING PpOFiLF F r..�. :: ..� ::::y:..� II}::::`...:`.: : P 9 . .......... • •"r "' "• >. .•••• • the opening is in its largest opened position. • 2 Operable windows that are provided with window tall prevention � • 51MPSON ST2122 511' Or FQJJ'L devices that comply with ASTM F 2090. I I I?_'-O" REVISIONS • 3. Operable windows that are provided with window open control ON PACK5I17F OF ;1,AMF �✓✓ALL, P 9 • INSTALL PFI MFP 5FFC5 MIN, :.'.'.':'::. ;; devices that comply with Section R312.22 • 5FF Flt; =Loop 2x8 c,�,@ 16"o,c, s>` NO. DATE DESCRIPTION •• 1000# LIPLIFT CAPACITY .;..'.'.'.'.:.::' 8312.2.2 Window opening control devices. I Bedroom _ FASTEN TOP FLATS TO HEAPEP Window opening control devices shag comply with ASTM F 2090. _ ✓✓/ C 2) I'OW5 OF 1617 51@12 , The window opening control device, after operation to release the I - 8'-1 yj" CEILING HEIGHT IF The 5PUCF 15 NEEPFP • NAIL5 @ 311 O.C.rY? ..... .'' „'' control device allowing the window to fully open, shall not reduce ( ® N • If SHALL OG(UP WITHIN 24 the net clear opening area of the window unit to less than the area 3FAPING '` �FA5TFN 5HFATHING fO HEAPED,W/ PPPPPP' ' OF MIC-HEIGHT. FLOCKING required by Section R310.2.1 I 1 „� z PAP11110N .. .......... 817 COMMON 0.G.ALVANIZFI7 '" 15 NOT P FQlaif?F17, " PDX NAIL5 IN 3" CV1CJ PATTEQ 5HOWN AN17 3" 06,IN ALL ~— O FI;AMI%(5nV5,PL.00KING AN I7 I g 21-8� 21_3 11 3'-111 / 2'-211 I'-8111 O , 51115) Tyr, d , — I C3)2 POST55 21- II L}rLO�/ZII C�)2x4 OST 6'-O" (MIN.) TO18'-O" MAX.)C �l': t" 6'-O" (MIN.) TO ?'-O" AIN, •. MIN:: •: 18'-O" C MAXJ FL t7Tl I —— — — —_ — — — — —— — Grew i;oom C 3)II"I/4" M.L.i�17I2, 5 - - W MIN.IN117TN 16 FOP ONF STO1`1 .... . •; .,, r_ ::• 5VLIC-Wf 5 ANP 24" FOP:U5F IN I BeiOW / THF FII25T OF TWO tiTOnY = 5Tf'UC'LA2E 5 — v " 2 I _ I 0 kz WALK IN / 2'-I ' 12'-011 _ —MIN,(2) 2x4 C?IPFLFS o� I L05Er 1 = �--C 1) CON11NUOU5 5TUt7 I � � D5� O O o Bedroom u N :::':'::'::';; '-`1,3" UP,.--IICKNF55 NOOG ... 1 11 `O - _ \� / 9 O 8'-I Yr," CEILING HFIGNT ST1`1 IC'IJ AL PANEL SNFATNING ,: :: : ::. ',:. C MdNJ x 12" o TO 5� 1TCHE5 / N `s SF �' �P,T,POTTOM FLATS ANCHOP2l3af, MIN, I _ fl 11 11 L J s� 2 X�O .. FMr�E�MFNT. IZ" MAX, ;:: 5 = C OU z rI T-C 2) /�"0<MINJ x 12" ANCNOP FFOM OPENING 1 11 I 151-411 ArTiC ALCF55 81_311 �, N J y POI-5, J" -VIN,EM,[V)MENT 1..� II I s _?� — , ° �°, °•. .° • .�°'�°.° ° ° •e ` OC� —1:V \\ Vnl_/]11 1 U ' d°... °. I @0017 C� A2 NG O d Mf& A @ N2 W&L P�-rAIS 13 @ CAMP, n��"AI� C @ 51b� C 2)2x4 Pvsr - w PAp I I I 2)II-I/4 M,L,Nl7P,i UPSET) _ OF 2 OnNING5 0r Or NTNG o - . — z �,�� E N - z 0 _ 5hear Wall PotaII @ Gara e ��, NOTE #I -' ► Bedroom a Q Z Scale /2 — I -O II 1 11 ` - - 8'-1 Y�" CEILING HrIGHT � � ,, � ., 31-I I I IN / O N _ �v cin oqer BeIDW LAUNPPyCHUTE & o _ a ` «) IELVFS a� " Q I I I o 18,-04" Cm, ` _" � , . � \ �, 2 HCIGHT a� T 111 \ v PLANT LEDGE 2'-10" 9� b 29, �' `T`'°� (U v N '-4' MAX T-4' MAX. I I I rn �, NLO p 3--O" APOVF > r\ I 1 ANI7ING . N A/P Q �? ' I S-Z i 11 61 1 " , 21 111 I O'-4 11 w- . � .o CC9 • O - v7 2)II-1/4 M,L,H17p,C UP5FT) - �M,I:,Hbl?,CtvP . ) Q1 it 0 0- C 3)2x4 FO ST C;)2x4 FO T '"` SE O (!5)2x41`051- N U 2x8 C„),@ 16" O.C. � A 21 I- I 1. 11 1r0 r - I ® A 21 2 O /, X2 5 1/2' DIA CARRAGE BOLTS 16' I O.C. STAGGERED (COUNTER SINK I C211 IXEb II G� C) BOLT HEADS) I 4 -OYz 4 -OYz I f p2 � STEEL PLATE BETWEEN'WOOD NALERS I I * / 0 REFER TO BUILDING PLANS FOR S12ES OF 2 I ` 1 STEEL PLATE AND WOOD MEMBERS. / `0 /� �+ Outer third of i I N''qT 036276 FLITCH PLATE BEAN DETAIL AIL span only SCALE: 1-1/2'=1'-0' _ - - - -- - - - - - - - - - - - - I Ilk, OP THIS CERTIFIES THAT THESE PLANS WERE N AND — — — — — -`J SUPERVISIONANDASND TO TMY HE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 1/4 Joist JUDGEMENT COMPLY WITH THE LATEST depth,Max. i PROVISIONS OF THE NEW YORK STATE 1/3 Joist 2"Min. I� UNIFORM FIRE PREVENAND THE NEW YORK 5TAT B ANG CODE depth,Max. RGY 1/3 Joist �`� - I CONSERVATION CONSTRUCTION CODE. depth,Max. 315'where a hmdrall 15 Installed on one Side and 27' �'-- --►i� 1/6 Joist where har4rsila gra provided on both aloes, r f I depth,Max. I DRAWING Handrail holght•5*38"'from tho ✓i Solid sawn joist and rafter notching and boring limits top of tho nosing to the top of'thd-1, I I rail - - - - �- - - - -- - - - - - -- - - - - - - - - - � opaNngs Ohl I not slow psaasgo of a sphere 11 11 . 1 1 4 Inches or more in dismater 1 Notch d I 1 1 Riscr� I I depth<1/4d Ail uaaf5 must be equal I 1 I i Hole edge 51-I�11 11 11 61-011 e'-�," _ I1 PROJECT: Type'1 handreus In depth and cannot pe k55 ( Outer 1/3 of distance>5/s" lZ 4 9 that 141/8"In depth or S' span only HoMra116 with a •If•the rlsar Is open I I I I Hole diameter Roberts Premie r <2/5d CIfCUIar Cro56 6Ctti0n I 1 Sped Single Stud Hole diameter I-�'-2" D eve l o e m e n t L L C 1-114'Minimum No9ings requirodon treads 1 1 1 1 0o ebd Stud -� p 465 Mailer Ct. dtarrleter-2 Its%than ti"In depth 1 ! 5trinecr Maximum diameter as Plate 50,-6" 2.1l4"Maximum �7, �- '-Hole edge>b/8" Southold, NY 11971 No&circldar Handrall Al rlmm must be equal i I prodred that the opi5cre arc ntn d Perimeter 4"Min. In hclthi and cannot P °� g 5�con�l Floor �I an R>scr between trcad5 does not DATE 5/4/21 6.1/4 Max exceed a-1/4`In height permlG the pas6aea of a SGaI e I I - 1 ' -01, (For Type 2-see NYS 315.2) 14-inch-d(a+reter sphere. PROJECT NO. 21/025-Roberts Stud notching and boring limits DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WTHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. MS N2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A � R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILING. TO BE NOTE: *R=38 OPEN CELL SPRAY FOAM INSULATION IN ALL CATHEDRAL DWG NO. ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE II' OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SPACKLED-3 COATS MIN.) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT SD SINGLE & MULTIPLE STATION SMOKE ALARMS CEILINGS. WALLS & CELNGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MN. 1/2' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS CHECK FOR BEARING CAPACITY OF SQL AND WATER 8-1/4' & MN. TREAD DEPTH SHALL BE a RR=38 OPEN CELL SPRAY FOAM INSULATION N ALL FLAT CEILINGS BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR BE CORROSION RESISTANT (MINIMUM 26 GAUGE) 9') MN. HEAD ROOM 6'-8'. HANDRAIL ON e RR=30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ 80 APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS ® 6' O.C. AT PANEL EDGES AND AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH UNCONDITIONED SPACE 8313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR o 75 CFM FAN 60. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. N FIELD. EXTERIOR SHEATHING SHALL BE HANDRAIL MORE NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MN. 6' CLEAR e RR=21 KRAFT FACED FIBERGLASS INSULATION N ALL EXTERIOR WALLS N NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. MIN.) BEHIND ALL TUBS, SHOW4 ERS, CONTINUOUS FROM BOTTOM PLATE TO THE 34' & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. SINKS & W.0 IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BULDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HOLD DOWN SEE SHT N-01 *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. BY'GAF' OR APPROVED EQUAL. AT ALL EVES & OVER FRAMING. SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR ALTERATION, HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY E)4STNG FIRST FLOOR ® SCALE SHT.N0. RAKES. EXTEND UNDERLAYMENT 24' PAST THE HOLDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN LEAST 4' & NOT GREATER THAN 6-1/4' WNDOW HEADER SIZES, MN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. W/ AMAX CROSS SECTION OF 2-1/4'. 111 AS NOTED ISSUED FOR: DATE DESCRIPTION 5/28/21 DOB SUBMISSION II'-lye" PLATE HEIGHT /�" GUTTERNEIGHT A30VE FIR5T FLOOR AF30VE FIR5T FI-OOR - - - - - - - - - T — II'-ly�" pLATFHEIGNT REVISIONS I— —I ABOVE FI1?15T FLOOR NO. DATE DESCRIPTION 2,10 Pk @ 16"O,C. 2x10 R,R,c 16"O.C. - 8;12 8;12 2x6 CS, 32"O.C. I n I I N I I N I I 8,12 8;12 1 - - - - - - - - - - 2x10 PR. 16"O.C. 2x10 R,R,(q IE' I'-O" OVERHANG, - TYPICAL AT WAU ENr7I I 2x6 C,1, 321 I I I 18'-04" GUTTERHFIGHT Ar30VE FIRS'FLOOR I I SECTION U103 SOLAR-READY ZONE I SOLAR READY R8103.1 General. New detached ono-and two-family dwellings, MIN. 300 S.F. — — — — — — — —— — — —— ings, and AS PER 2020 IRC multiple single-farrn1y dwellings (townhouses) with not less than 600 1 CODE SECT U103.3 square feet (55.74 m2) of roof area oriented between 110degrees and 270 degrees of true north shall comply with Sections U103.2 through U103.8. Exceptions: d 1. New residential buildings with a permanently installed on-site renewable 1 C0 I o t1 energy system. 2. A building with a solar-ready zone that is shaded for more than 70 � percent of daylight hours annually. 1 i -" iM 7 U � U U103.3 Solar-ready zone area. The total solar-ready zone area shal be not less than 300 square feet O (27.87 m ) exclusive of mandatory access or set back areas as 1 1 U Q required by the International Fire Code. New rnultiple single-family dwellings I N I C3 O (townhouses) three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet I � :" ` ca> (185.8 m ) per dwelling shah 1_4 have asolar-ready zone area of I `°-..-`" ` J r _ not less than 150 square feet (13.94 m ). The solar-ready zone shah be I I�" ly1 L r�DGF iv I L = composed of areas not less than 5 feet (1.52 m) in width andC� not less than 80 square feet (7.44 m ) exclusive of access or set back 1 1 �' I N c0 U L areas as required by the International Fire Code. I 1 C? o U103.4 Obstructions. 1 1 I 1 N I > cel Solar-ready zones shag be free from obstructions, including but not limited I 1 N I I N Q CO ". to vents, chimneys, and roof-mounted equipment. 1 � 0 1 o I °� •�"'...: -,„,„•, ._ _ 1121M r,5 AROUNt7 _ 1 '” U103.5 Roof load documentation. 11?GRMER 1 1 I � ) ill The structural design loads for roof dead load and roof live load shall beI I I o i O n O clearly indicated on the construction documents. O` C U IR � 4�� U103.6 Interconnection pathway. 1 �1� 5;12 6;12 1 Construction documents shall indicate pathways for routing of conduit or �� n y plumbing from the solar-ready zone to the electrical service 511- O 5 -� 1 ��� C��� N 1 ,`��ED ARC panel or service hot water system. ( 5 U103.7 Electrical service reserved space. I N SCS FALSE 1 x I QAC? The main electrical service panel shall have a reserved space to allow i70RMER �� installation of a dual pole circuit breaker for future solar electric i 2x10 R.?,c 16"O,C. 2x10 R.R.c I6" O.C. 9O installation and shall be labeled 'For Future Solar Electric.' The reserved J space shag be positioned at the opposite (load) end from the input feeder location or main circuit location. I 1 .. M U103.8 Construction documentation certificate. N A permanent certificate, indicating the solar-ready zone and other 1 ZZ — — — &12 I OUTLINE OF j, 036276 requirements of this section, shall be posted near the electrical L — — — — N 1 13UILPING r3ELOW Ofi N�� distribution panel, water heater or other conspicuous location by the 1 — — — — — —— builder or registered design professional. o I THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND TO THE BEST OF MY ALLOWABLE HOLES - Headers and Beams 1 N POOFNE OF SUPERVISIONKNOWLEDGE,BE°EF AND PROFESSIONAL L TOY'OF GLITTER �+ — I ROOF OVERHANG JUDGEMENT COMPLY WITH THE LATEST 1.55E TimberStrand® LSL Headers and Beams c 18'-0/1" A,F,F, 1 `r 92 �� v i& I PROVISIONS OF THE NEW YORK STATE O yN R �� UNIFORM FIRE PREVENTION, BUILDNG CODE �f 1 AND THE NEW YORK STATE ENERGY 2 x diameter of the 2 x diameter of the Ys depth largest hole(minimum) largest hole(minimum) Allowed hole zone I 1 CONSERVATION CONSTRUC110N CODE. - - - - - - - -- - -- -- -- - -I — 1'-O" OVERHANG, G C ° ° 0 8,12 8,12 1 TYPICAL AT 5OFFIT DRAWING • I- - - -- - - ---- - - - - - 1 9'-I y�" GUTTER HEIGHT � 1 HEADER MAXIMUM ROUND ABOVE FIR51 FLOOR 8" DEPTH HOLE SIZE 8 1 N 9%"-9y„ 3„ 1 N 1 \-9'-1 ye3" GUTTER IdNadf General Notes Ilya"-11 78' 3%' i A30VF FIR5T FLOOR 14"to 16" 4 • Round holes only See Illustration for allowed hole zone 2�/,y.12 PITCH TO MATCH 1111 HEIGHT OF TNF �y�:12 I 2x10 R.R,c�16" O.C. � 2x10 FR,�16"O.C. IIS • No holes In headers or beams In plank orientation. PIT01 ON FRONT OF PORCH 1 26 C,T,@ 2"O.C. 1 PROJECT: TM 18'-0yq" CAL5 f FL R HEIG� Roberts Premier Other iLeVel Trus Joist® Headers and Beams A30VE FIP,ST FLOOR - - - - - - - - - ~ - - - - - - - - - - - - - DevelopementLLC Micros J LVL CONNECTION OF MULTIPLE PIECES —— — —— — — J 1.3E TlmberStrando and Parallame PSL OF TOP-LOADED BEAMS(1) LSL hole zone hole zone 2 x diameter of the Y3 depth 19/4"Width Pieces: 465 Mailer Ct. largest hole(minimum) DO NOT cut,notch or drill • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. Foof P I 12" OVERHANG,TYPICAL Southold, NY 11971 holes in headers except as indicated in illustrations Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. AT(.AVLF ENr75 d oand tables. for 14"and deeper beams ° FF-15. • If using 12d(3Y4")or larger nails,the number of �C�I I/ I I ( I I I DATE 5/4/21 Microllarr�LVL and nailing rows may be reduced by one. Parallams)PSL HEADER MAXIMUM ROUND allowed hole zone DEPTH HOLE SIZE 3Y2'Width Pieces: PROJECT N0. 211025-Roberts DRAWN BY NIS middle Y span 4%' 1" a Minimum of 2 rows Y2"bolts at 5Yz" 13/4 24"o.c.staggered d 1.3E TimberStrande LSL allowed hole zone d 7%'to 20" 2" CHECK BY. MS See Illustration for Allowed Hole Zone (1)Load must be applied evenly across entire beam width.Otherwise,use connections for DWG NO. General Notes side-loaded beams. • Allowed hole zone suitable for uniformly loaded headers and beams only. Additional nailing or bolting may be • Round holes only L6 required with side-loaded multiple-member • No holes In cantilevers. beams.Refer to current product literature. • No holes in headers or beams in plank orientation. SCALE SHT. NO. AS NOTED ISSUED FOR: DATE DESCRIPTION 5/28/21 DOB SUBMISSION CENTEP,5HEET5 OF PLYWOOD OVEP,BEAM TO TIE J015T5 TOGrTNER 5TEEL BEAM,5EE PLAN FOR SIZE IX6 TPIM OM ( QUAL W/ 2" TRIM 2'-011 2 X 10 FLOGM 1575 PITCHED Ar30VE, @ 16" O,C, (2) #4 PAP,5,(CONTINUOU5 BLOCKING FOIJNPA11ON WALL PAP,5), EXTEND i 2'-0'' MIN.D> YONP-WJV LIGHIV%4Ht 5TON� 5ILL IN5TALL REVISIONS • WATEFTABLE, (2) #4 BAP5, EXTEND 1'-011 fPEP,MIFF,5PEC5 BEYOND JAMB AT BOrtoM OF NO. DATE DESCRIPTION NEAI7ER 5HIN6LE5 CLA55"C" MIN PLYWOOD SHEA'HING IX" MIN,CONCPJ TE COVER,TYP, INSTALL PEF MF,SPECS - - l 0P,053 2 x 4 5TUD5 At 16" O.C. METAL NANGEMS, Y2" GIA,BOLTS ASTM PuO�) @ 24" C 2) #4 VEP,tICAL P)W5 AT EACH 15# rJUILDING FE,T, MN, 06H1AWI6HT 5TONE VENEEP, C C ° R-15 BATT INSULATION INSTALL PEP,MFP,5PE 0 C. P AND BOVTOMI, IN5TALL BOLT5 2" JAMB WTH,VATCHING FOOTING IN5TALL PEF MFF.5PEC5 , FFOMI T & BOTTOM OF BEAM DOWEL5,TIE BAF5'0 HORIZONTAL 2x MP SHEATHING INSTAI.I.TYVEK NOuSE 2x BLOCKING, BUILD OUT . OND BAPS AT FDUNDA110N VJAI.I- ANG 6 BEAM FLANG -W E TY' ACH 51PF HOVIZON . BAF5 IN NE/-V7 P, �2/16 EXPOSUFE I VIOVX OIE O5EL AVHA E1V OF BEAM 51MP50N H-2,5A HUWICANE DrLA5HING t0 OP OFpGN 11E OF EQLWI IN5TALL SECOND LAYER OF TYVEK 2X10 FLGOP,J5t @ I6" O.C, ��p ical Concre-re 5rUCCo V✓P.AP OVEP,FIP5rLAYEP, Sec�lo� ALUMINUM GUTTER Scale >� II - � 'olI Window Header l2etail �rp 2 x 41P.T.PLATE i CONTINLOU5 HOOF STMUCTUFE SEE PLANS, 5/8 GIA,x 12 ANCHOp BOL r5 N ° 5'LF ADHE5IVE FLASHING OVEN SEE FOUNDA110N PEINFOMCING I X 8 tP\I,VI B19 FOIaNDA110N, l.N'FACE OF SHEATHING DETAIL FOP\5PACING <�) 2xBEAM LAP HOU5E MEMIBPANE OVEP ° 2" CON11N,SOFFIT VENT •I I2 ' • D I X TRI IVI 1319 p (2) 51MP501\1 LPC6 COLUMN ° CAP OP EQUAL, IN5T&L PE? r�IFI?, SPECS ' J m o off.' NTEPM:DIATE SWAP C��ING Section YZ DFYWAI.L rT� �- , 1.. U.L.A'PPOVEG FACTORY FINISHED GhYJJA-L 5cal e � -O' _r < O U 0 BUILT FLUE 16 0 Q U.L.A'PROVEG DIFECT VENC � O 0 14 GA5 FIP,EPLACE, INSTALL WOOD �� ' Q ., PEP,M,FF 5PEC5 < U PPOVInE ouT51GE N Alp Fop COMBu511ON N ..s "*° c? O �' CEpAfv11C TILE SUpFOUND ' > ^ N ., p. C? F1Lu5H CEpAA41C L,L,APPROVED ZERO I'-8" TILE HEAMTH CLEARANCE 6A5 DIRECT VENT FIpEPLACE, °� 0 O IN5tA1.L PEp WFP,5PEC5 U FLU5H CCMAMdC TILE HCAP,TH ED 4qC LOCKING BET✓ EN �� gC0 B ✓-, � JOISTS� 16" o,c, Fireplace Section 6' �,� * . , o I II S � it V ial e/2 -o Fireplace F N 51�P 9, 0362 7PED'NOOD CAP 76 Scale%' _ 'Ot Far HOU5E ;VIEW ME DO'NN OVEF 5TP.AIGHT FOF N+G�N FLASH TA'E,TAPE OVEp GIA60NAL CUT5\A/ 2Y" PFIMED CEDAJ? BUTYL FLA5HIN6TAPE(DUPONT 5TPN6HTFLA5H BAPG MOLLG THIS CERTIFIES THAT THESE PLANS WERE TAPE OM EQ.) OVEP\LAP NEAP FLA5HING TAPE 8" PREPARED UNDER MY DIRECTION AND 5TEP 8• SUPERVISION AND TO THE BEST OF MY TYr. KNOWLEDGE, BELIEF AND PROFESSIONAL (2) #4 BAR5,6'-C" LONG (2) #413N',5, 12'-O" LONG INSrA L BU1YL FLASPIING TAPE C DUPONr SrPAIGNr 1 JUDGEMENT COMPLY WITH THE LATEST CENTEM @Y3 OF G15tANCr @ Top AND BOTTOM OF FLA5H TAPE OP,EQJ OVEP,HEAD NAILING FLANGE I x 811?IMI BOAT D PROVISIONS OF THE NEW YORK STATE C 2) #4 BAP\5, '-C" LONG @ TOP TCS'AN19.POTTOM t31P6 FOUNGA110N WALL � & EXP05ED 5NEATHING,OVEPLAp TAPE 3" UNIFORM FIRE PREVENTION, BUILDING CODE ANG BOTTOM OF FOI ON WAIL VVW190W Op 190Gp---- / AND THE NEW YORK STATE ENERGY i BEYOND J/�VB CAPE ONTO NODE Iv1EMBPANE CONSERVATION CONSTRUCTION CODE. NAILING FLANGE i x 7,V," NIGH i STEP 6; REDWOOD BA5E (2) #4 BAPS, �pOUI'ED - _ �y OURED STEP 2: NAIL.-IND FLAN6E5 @ HEAD&JA:M135 ONLY TO DRAWING �'-C" LONG -nn `D z m `D z BE 5ET IN SEALANT,INSTALL WINDOW/ DOOM CONCRETE CON, CUT 45 DEG.ANGLE INTO HOUSE CENTER @Y=,or L N — WALL N :S MEMC3M. FROM TOP Or EACH CORNER, I1NIT GIpEC1LY OVEM NOI15E MEMr3PANE PEM I x 8 TRIM 130AW D15TANCE TOp -j FOLD MEMBRANE up TO INSTALL ,MIFF.5PFC51 BOTTOM or UNIT5 NOT TO BE 6 ANG 130ttOM1 FLASNINC TAPE OVEM NAIL-IND FLANGES 5FALED t0 ALLOW FOM DANAGE BELOW 51LI. VIAJ NGUSE BLOCKING @ TOP. FOUN ATION — � 5TEr 7: M19PLF, & BOTTOM _ _ STEP I: AFTER VJINGOVV/DOOR NAS BEEN INSTA LpG,TAPE OF COLUMN MAXIMUM IN5TALL HOU5E MEMBRANE OVEF OVER JAMB NAILING FLAN6E5 V✓/ PUM FLA9- IND �� = _ — I— 2y PRIMED CEDA? EXCAVATED _ _ SHEATHING, IN5-r&L INTO TAPE C 19UPONt 5TP.NGNT FI A5H tAPE OP EQUAI) BARD-- MOI LP AP.EA — — — MAXIMUM — — OPENINGS PEP IFP,5PE651 EX11rND 1APE 3" ABOVE WINDOW OP DOOR, ONTO I -8 WIDE x 8 _ — — ( -8 WIDE x 8 6 x 6 P,t,WOOP POst PROJECT: GFAVEL FILL — _ =I- EXCAVATED — = I r 5HEAT HIND C GEHIND HOu5E MEMIBP.ANE @ CUT) & 3 '/" x 7y" NIGH , THICK CONCI TE THICK CONCRETE 5TFP 5: I BELOW 5ILL FLA5HING ONTO HOu5E N EMBMANE W ANCHOR TO 5LAr3 MTN a FOOTING V AMA — — _ FOOTING WITH OVEM TOP OF FLEX'NW,APPLY BEG MEG NOGG BASE 51MP50N AD66 P05T Roberts Premier MAIN HOUSE I I--III— I I C 2) # 'AJ'15 GPA FILL —I — — <2) #4 BAPS OF SEA!ANT @ MEAR EDGE C INTEpIOR !;' STEP 4; BPSE.ANCHOP,HEADEP, FOUNDATION _ — U11NUOU5 CONTINUOUS 1` ! r ' Dev I I—III—I I III 51DE) OF 5ILL & UP JAMB TO pMEVENT ��°�-,; ;q; :: INSTALL F1.EXI3LE BUt'�l, FLASHING TAPE C DUPONT 'f0 P05T NIM SbVIP50N '` �x-,erior Column Nevation p DP.PJN T1L.E ' . -- — — r DRAIN TILE -T '>N`A11;p INFILTRATION @BACK OF 5LL . °.-';'` ,, .;>�:bt`• 9" FLEXWP.N'OR EQ,) OVER TOP OF ROUGH SILL LPC6 pOStCAP elo ement LL —II -- _ - I I 11- UND15T�1PBED & DOWN OVER FACE OF HOU5E MEMBPANE & 5ILL - � .a -- — uNDISTURBED I ,� ° '`�� \ 465 Mailer Ct. — _ APPROVED A'PMOVED t..tip ���x!:\ FLASHING,lrX1'END 6" UP JAMBS � Dear Porch 5ection BEARING SOIL )FARING 501L. ° it N01E; _ —I . II I I— I . N01�: LINE OF JAMB FLASNING'A°E�" OVEP\SILL Southold, NY 11971 �IIi tI• 11,,11. I IIT IIHI ,,! . . .•. FLASHING TAPE 5Ca1e%2" - I'-0" Scale V, I '-0" F DATION REINFOFCING IS TO BE INSTALLED IN •�� ••� �� •�� � •• F A110N MEINFOPCING IS TO PE INSTA.LED IN 6 ACCORDANCE WITH LOCAL CODE5 IF CODE ACCOP LOCAL CODE5 IF CODE 5TP 3; DATE 5/4/21 REQUIP,EMENT5 VVY FFOM DETAIL 5HOWN MEQUIFEMIE FFOM DETAII- SHOWN FOM MASONFY BFICK& 5TONE VENEER 1A/A.L5 ONLY, fqp ieal Window or Boor ATTACH CORP\0510N F15I5TANT 5ILL FLASHING ONTO PROJECT NO. 21/025-Roberts Grad earn netail # I Grade Beam Petal) # 2 FACE OF HOUSE MEMBRANE, MA5A5OWYWA.L DRAWN BY MS NAPALtOF Wrap beta it To INSTAL FLASHING THRouGH MASONRY BELOW 5ILL, SEE 5ILL FLASHING DETAIL a e 3181 I � 11 -011 Scale 381 I � � �_�I I CHECK BY, MS DWG NO. 6 SCALE SHT. NO. AS NOTED HOPIZONr& 51PING ISSUED FOR: 1211 IN5TALL PEP MANF TEC5 DATE DESCRIPTION 8 i i CON11N,SHINGLE OVEF -- SNINGLFS GLA55"C" MIN Ix8 MIM(30,N'P PIPGF VENT W/ PAFFLE W/ PAPGE MOW 5/28/21 DOB SUBMISSION wsrA><L PEC'nnFF 5pEC5 5HINGLE5 CLA55"C" MIN, \\\\ Ix6 TIM POAI;n 15# r UALPING FELT, MIN, Y�" pI.YWOOn OP,0513 SHEATHING IN5rf"/V.l. PEP,Mr-t;,5PEC5 SEE GENEPAL NOTE5 SHFET#1 2 x 4 5TUn5 Ar 16" O.C. APA,t?ATEn SHEATHING X2116 EXPO51-11?,E I PPOVIPE FLA5HIN6 AT VEPT1CAL P-15 C3ATT INSULATION I" NIIN,AIC?PASSAGE ANP HOOZONTAL JOINT5 -_ PEP,51PING M,P TrC5 A,P,A,PATI;P 5TUFP-I-F1LOOF P-38 PLOWN IN5ULA11ON 20" O.C.T&G EXP05UM I PLUIJ,INUM GUTTED - VJEATNEV FE515TANT 2 x 10 F-OOP.JO15T5 At 16" O,C, i . MEMNANE OVEP 5HEATHING W-n I I3PI196IN6 AT MIP5PAN PEP SIDING MFp,yl'ECS M ft? I' " VU55 PEAPING NOFIZONTA-51PING C LNG 2 POOF 5TPUCTUPE 5FF PLAN5 X 8 TPI 2" CUNTIN, SOFFIT VENT PPYWAA, ° . °. - 2 K,4 P.T.PLATE, CON•11NUOU5 =! IX T41M f3n� C 2) 2 X 12 HEAPED TV, @ C 2) #4 PA15 tOP ANP - ¢: I. � q� REVISIONS CAUL-K& FLA5H WINPOW5 13EAJ?I1\16 rAP.T111ON5 POffOM OVFP WINDOW 4 49 PEP MFF 5PEC5 OPENING,EXTEND 1'-O" 5/8" PIA,x 12" PLJCNOF r3OLT5 PEYONP WINPOV/JAMB 5FE FOUNPATION PEINFOPCING NO. DATE DESCRIPTION PETAIL FOP 5PACIN6 Y1" F`L1WOOP OP 05x3 SHEATHING FLA5H ANn CAULK WINDOW PIGI2 IN51-LATION TO FLOOD 5ECONP FLOOF - SEE GENEPA NOTES SNFET#I� 2 x 4 5TUP5 AT 16" O.C. PEP MFP•SPECS P-10 TNEPMAX or,EQUAL. O CEILING F-15 BATT IN5ULA11ON PPOVIPE FLASHINAT VEFI1CAL—� C P-13 MIN,) G BOTTOM OF ANP HOPIZONTPL JOINT5 A,P,A,,PATEP 5TUPP-I-FLOOD WINPO'N'NELL C 2) #h VEPI1CAL PAP5 At PEP 9PING MEP•5PEC5 20" O.C.r&G EXPO5UM 1 4" 0 DPAIN TO - EACH JPJAP.11E PAF5 L2.x 10 FLOOD JOIstS Ar 16" O.C. PPHN TILE TO HOPIZ_ONTAL PAP5 AT VWATHEP FE515TANr—� FOUNPA110N WALL ANP 8" X 8" EXTEPIOP h1FMr3pANE O\/FP SHEATHING bVItH POP61%Ar Mr 5rAN HOPIZONTAL PAF5 IN HEAPEF PEP 51PING MFP,5PEC5 (30X COLUMN, SEE WATEPp 00 ELEVATION 511EEr#6 HOPIZONrAL SbING—� P-19 BATT INSULATION BELOW PAD p FIM' �• CONCPETE SLAr3 IX TPIM DP, SES FOUNPA T10N �EVEI.rGP_� PINFOPCING DETAIL VAPOF r3AFPIFF FIFST FLOOD A110N Vr Yl PPYWALL a 6FAVEL FILL .00 c` 1.-8f1 x811 ° CAULK& FLASNVIINPO'Pl5—� = CONCPFTI FOOTING APPFOX, - - pFP MFF 5PEC5 ° rAME �o z APPPUX, C 2) 2 X 12 HFADEP t`1', e " I X 61191M @ PEAPING PAP1111ON5 — GFAPF . •° ` :; • IX6 TFIM 8" POUFED CONC?ET7; - O • .a ••. FOUN19A110N - 4 HOFLONrAL 51PING 2 — — — — — UNPI511aC'r3EP APpPOVFP INSTALL PEP,AVWF SPECS M E oU n�1N 11LF To 5UMP =1 11=1 11=11 I-1 11=111Tt—�111— r�EPp1NG 500 OP nAYLIGNr V/lr t III.;.I=1 I(-III:.I I I=I I= IN5ML TYVFK HOU5EW12AP OV P, o� Yl" PLY'NOOP OP 05x3 5HEATHIN6 Gp6VEL FILL W/ A17PIT10N/V TYVEK 5T1 ICCU VVPJV'OVEP,, U SEF GFNEPP� NOTES SNEEr#I 2 x 4 5TUP5 AC I6" O,C, HOU5E WP.AP(2 1,A"\5 WWPANE),APPLY ---- ----- ,"- iW- GALVANIZEP METAL LATHE OVEP 5TUCCO Z (D _ PFOVIPE FLA`'NING AT VPTICAL F-15 PATI IN5ULATION WP.AP, IN5TA,1-06HT'NEIGNT 5tONE VENEFP ? V C� ANP HOPIZOW&JOINT5 Sect ion C OVEP PEP MFP 5PEC5 r\i01rl� 5IdG �Ievation -r 0 cz 0 PEP,SIDING MFF 5pEC5 QA.P,'„PM12 5TUT-PLOOP O 020 O.C.r&G FXPOSLM I Scale -O Scale) I -OII co 1ATNr.P FESISTANT--� �� 2 x 1 O FLOOD J015T5 AT 16 O.C. MEM[J,ANE OVEP 5HEATNING WITH DPIPING AT M105PAN � � c 1 < M51PIN6 MP SPECS U0 HOC'IZONTAL 51PIN6 '�, z o HOPIZONTAL 51PING—, IN5rALL pEF MANE 5pEC5 '>s � O a N P-19 IN5ULAT1oN "`� r-1 Q r, le TRIM POPP CONT1N,5HINGLE OVEP •�°" s ,.,�,. _ W/ PIV,66 MOLD PIPE VENT W/ BAFFLE s E C7 :z 2 x 4 p,T,PLA E, CONTINUOUS Ix6 11'IM 60APP `n 0 5; 45NINGLE5 CLA55"C" MIN, .:' 0 D- IN5f&L.PEF MFP, 5PEC5 Q` `L UU APpFOX,GAF ° 5/8" PIA,x 12" ANC-10P r30LT5 5T FOUNPATION CTINFOPCING gC0 7'T PET/lL For,SPACING SRO PI(AIP IN5ULA11ON TO FLOOP P-1011 IFPMAX OP EQUALyel * Z C 0 3ELOV/GPADE d A MU55 r3E*ING SEE FOUNDACION CEILING j, 036276 �pQ� —� FOF N�� K'FIFOPCING DETAIL CONCI'ETF 51PT3 THIS CERTIFIES THAT THESE PLANS WERE a I -8 PREPARED UNDER MY DIRECTION AND ell SUPERVISION AND TO THE BEST OF MY CONC2F11; FOGTING e. <�' VAPOF f3APFIFF KNOWLEDGE. BELIEF AND PROFESSIONAL PAIN 11M TO 5UMP GPAVEL FILL c0 .RJDGEMENT COMPLY WITH THE LATEST OP PAYLIGNt WITH ' '° PROVISIONS OFT NEW YORK STATE UNIFORM FIRE PREVENTION. BUILDING CODE GPAVEL FILL AND THE NEW YORK STATE ENERGY n CONSERVATION CONSTRUCTION CODE. 11" PDX COLUMN5,WITH 2 X 4 1PIM VW AT TOP ANP POfl W1M DRAWING qs d•• ..°° •.. SECOND FLDOF @ P F O p O TYp P Nr CN 1 _ — UNP15TUTH?APpPOVED CEILING _ =1 I E---1 I I=1 I F1 I II 11=1 I I PFAFING 501EIx6 rFlrn III-1 I ISI I I-�I I—�11-1 11— 8 X EXTEPIO. X% PDX COLUMN, 5E.E EEI m EUKV ,�J SHEET#6 NOOZONTAL 51PIN6 IN5TA1 L PEP NIANF SPECS Section \—UNLE95 NOTFP OTNEPWISF ON PLAN, PPOVIPE; _! C 2) 2 x 4 5T U195 r3ELOW 2x NEAPEI25 2 I L rMV HOU5EWPAP OVEP SHEATHING C 3) 2 x 4 5tUP5 r3ELOW LVL HEADFPs PROJECT: Scale 3i�' ' 1'-0'' SPIKE JAMS STUD TO CON11N, 5TUn WITH IDUS1?IA}'N2 AYEPS M Mf�pANEAppLY� 16J NAIL5 @ 12" O,C, 50rA66FPFP _ GALVANIZED MCrAL LATK OVEP STUCCO Roberts Premier - - - WfAA.LIGHTWEIGHT 5TONF VFNFFP 2 x 4 STUDS( #2 S,P,F,) CONTIN OVEF ENP VVP.An,OF _ - _ - � _ � OVEP pFF MFP 5pEC5 Develope ment LLC HFA12EF FFOM TOP PLATE TO DOTTOM PLAS. APPFOX. FIFSr FLOOD UNLE55 NOTED OTNEFWI5F PFOVIPE; I" (1) FOP OPENINGS UP r0 2'-1" w1PE - Pppeox, 465 Mailer Ct. (2) FOP OPENINGS UP 1`0/V-1 I I WIDE GPAVE (3) FOP, OPENING5 UP TO-7'-2" WIPE 8" POUMP CONCPFTE I X 6 TFIM l�� — ��I l r�==-��I 8" FOUPEP CONCPETE _ Southold, NY 11971 (4) For OPENIN65 UP TO 9 -8 WIPE FOUNPA110N I I I I FOUNDATION �o G <50 FOP OPENINGS UP TO 11'-10" WIPE iv I L►_=JJ ILL`—1 I DATE 514121 — VJINPUW WELL DESIGN FEQUIPE VFNrs � TIT " pOUPEP CONCFETF PROJECT N0. 211025-Roberts WALL HFIGNT5 NOT r0 EXCEFP 9'-I Y3" NIGHGpAVEL FILL WALL PLATE5 SHALL I3E S,P,F. #2 FOUNPAT10N WALL 5TUP5 SNN.L PE 5.P•F. #2 OP rEtTEF '� -}" PAIN ro i i DRAWN BY MS PFF1--FC11ON-L/240 FOP, 11,4 P-5-F.WIND I.OAI9 PAIN TILE CHECK BY, MS fgpical 2 x 4 Window & DWG NO. Boor Jamb PAM �cft Sidi Flovation 7 Scale I %2" - P -0'' Scab%I I I _OI I SCALE SHT.NO. AS NOTED TABLE NIN RS0HED NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH OVERHEAD CORNER) ANCHOR BOLT SPECIFICATION ISSUED FOR: FASTENING SCHEDULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) NUMBER AND TYPE SPACING AND LOCATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDMONSXAS PER WFCM) DATE DESCRIPTION REM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER,b•r NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL Roof 5/28/21 DOB SUBMISSION 464 box(2112"x 0.113")or ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS 1 Blocking between ceiling joists or rafters to top plate 3_8d common(2112 x 0-131");or Toe nail CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3-1 Od box(3"x 0-128");or 3'-0 O.C. (1-3 story) 6• 33"x 0-131"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE max. 48d box(2'12"x 0.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER 2 Ceilingjoists to late 3-8d common(2112"x 0.131");or Perjoist,tae nail CONNECTORS N CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX, Jo top P 3-1 Od box(3 x 0.128 ),a 3-3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 'Slvl'SOPI'41 Od box(3"x or ROOF RIDGE HDU5-SDS25 Gelling joist no0-128"); �� • • 3 t attached to parallel rafter,laps over 3-164 common(3112"x 0.182"):or Face nail AT RAFTER TO RIDGE BOARD CONNECTION RAFTER partitions(see action R802.5.2 and TaE?f a 8802_5.2} BOARD/BEAM ._.._- -"'2-16D COMI�I�IS 43"x D.131"nails 4 Ceiling joist attachedto parallel rafter(heel joint} Tmble RB02.5. Face nail FOR RIDGE STRAP - (3)8D COMMON AT EACH END OF STRAP NAILS 0 6' O.C. ? ' ' '• w •,. . : , '.o • ,. • ' . ; (see Serttan R802.5-2 and Zeb12 P.E02-5..2) - FOR ALT.COLLAR TIE - (3) 10D COMMON NAILS AT EACH END FOR FULL LENGTH COLLAR TIE OF STUD Collar tie to rafter,face nail or 1114'x20 ga.ridge 41 Od box(3"x 0-12B");or PLAN 5 strap to 3-1 Did common(3"x 0-148");or Fare nail each rafter BLOCKING rafter 43"x 0-131"malls AT RAFTER TO RIDGE BEAM CONNECTION3-1 Bid box nails(3112'x 0.135");or 3-10d common nails(3"x 0.148");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 6 Rafter or roof truss to plate 41 Od box(3"x 0-128");or on apposite side of each rafter or truss) JOIST HANGER - (5)10D COMMON NAILS AT RAFTER 43"x 0.131"nails 'SMPSON` LM28 (3112"x 0.135");or 64 3-1 0d common(3"x 0.148');or ROOF 3' . x ' WASHERS 4-1 Toe Hall NOTE FOR CATHEDRAL CEILING & END NUT SETUP 4104 box(3"x 0.128");or RAFTER Roof rafters to ridge,valley or hip rafters or roof 4-3"x 1.131"nails AT SLOPING RAFTERS OR RAFTER TO CBLNG �� DOUBLE SILL PLATE o 7 rafter 3-16d box 311 "x 0-135" or HEADER CONNECTIONS PROVIDE SINGLE FOR SLAB ON to minimum 2"ridge beam i ) JOIST PSON' HDU5 (GRADE APPLICATIONS ) 2-164 common(31!p"x D-162");or SMPSON 1SSU28' ADJUSTABLE HANGER. 3-1 Od box(3"x 0.128");or Fed nail N ADDITION TO STRAPPING RIDGE. ROOF ,;a .. t 00 3.3"x 0.131"nails RAFTER .- Wall AT RAFTER TO TOP PLATE TO STUD CONNECTION CEILING BOLTS (TYPJ � ;. m REVISIONS 16d common(3112"x0.162, 24"o.c.face nail Hs (5) 10D COMMON NAILS AT EACH END OF STRAP TOP `10�T FIRST FLOOR ATTACHMENT •;•'9 � 1 r NO. DATE DESCRIPTION 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 16"a-c-face nail BY'SIuPSON' I (REOUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) PCONCRETE ' 3"x 4,131"nails .. 9 Stud to stud and abutting studs at intersecting wall 164 Bax(3112'x 0.135"];or 'SIMPSON' H8 FOUNDATION 'y:, corners 3"x 0.131"nails 12"o.c.face nail WALL (at braced wall panels) 16d common(3112"x 0.162") 16"a.c.face nail MOTE: STIR SECTION OIN 10 Built-up header(2"to 2'header with 112"spacer) 16d common(3112"x 0.162") 16"o.a each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED NOTES : 16d box(3112-x 0.135" 12"o.c-each edge face nail FROM EITHER ALL EXTERIOR OR ALL SINPSON HDU5-SDSZ5 5-8d box(21121'x 0.113");ar NTERIOR, BUT NOT A COMBINATION OF BOTH. -�� I USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM T EMBEDMENT INTO 11 Continuous handerto stud 48d common(2112"x 0.131');or Toe nail �2-16D COMMON CONCRETE W/ T SQUARE x V4' WASHERS AND END NUT SETUP. 41 Od box(3"x 0.128') AT STUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. 16d common(3112"x 0.162") 16'n.c.face nail FOR FULL LENGTH 2 ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 Tap plate to tap plate lodbox(3"x0.128");or TO STUD CONNECTION OF STUD HOLD DOWNS FOR SHEARWALLS. 3"x 0,131"nails 12"o.c-face nail (OILY APPLICABLE FOR TWO-STORY COrFI( 1RATIONS) BLOCKING 8.16d common(3112"x 0.162");or MTS 0 ENDWALL & OPE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 12-164 box(3112'x 0-135")-or Face nail on each side of enth an 13 Double top plates lice (minimum 24"lap splice length each FOR STRAP - (4) 8D COMMON NAILS P 12-104 box(3p x 0.128");or side of end joint) SHOE PL 12' MAMMUM FROM ENDS AND CORNERS. 12-T.8 0-131 nails AT EACH END OF STRAP 16d common(31f2"x 0-152") 16"a.c.face nail SUJBFLR Bottom plate to joist,rim joist,band joist or 1 FOR ALTERNATE - (14)VD COMMON NAILS • 14 blocking(not at braced wall panels) t6d box(312"x 0.135",:or 12•o-c-face nail � JOIST FLOOR a BLOCKING AT E N DWAILL 3"x 0.131"nails STRAP COPFIG. FOR EACH STRAP (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDt11ONS) 3-16d box(3112"x 0.135");or 3 each 16"o.c.face nail (TWO STRAPS TOTAL 'OST ' 15 Bottom plate to joist rim joist,band joist or 2-16d common(3112"x 0.162");or 2 each 16"o.c.face nail 4 RIDGE blocking(at braced wall panel) 43'x 0.131°nails 4 each 16"o-c_face nail �' • • ' ' :.• 4Bd box{217 'x 0.113");or TOP PL. '; 3 16d box(3i2'x 0.135"):ar FOR SECOND FLR - SHEATHING TO OVERLAP • • BLOCKING 2 BAYS 48d common(21/2"x 0.131');or Toe nail ADDITIONS FIRST & SECOND FLOOR & 4104 box(3"x 0.128"];or BACK � 48' oo. t s Top or bottom plate to stud 43"x 0.x R nails STUDS BY MN. 12' 5/8' DIA, THREADED ROD EMBEDDED 3.16d box(3111"x 0.135");or ALL STRAPPNGa, ANCHORS, HOLD DOWNS, (HIGH g(�(� EPDXY ADH12 1/2' INTO CONCRETE W/ ESIVE) & FOR SON ET ATTIC 2-16d common(3112"9 0.162");or & ADHESIVES TO BE INSTALLED AS PER TEMPERATURES (0 DEG. TO 40 DEG F) USE 3-1 Od box(3"x 0.128");or End nail 3-3"x 0.131"nails MANUFACTURES SPE(` ATIONIS. 'SIMPSONC AT (HCH STRENGTH ACRYLIC ADHESND 3 3-1 Od box(3" 0.128");or V 17 lap plows,laps of corners and intersections 2-16d common(3112"x 0.162");or Face nail NOTE: 0 a' 3-31 z 0.1311 nails NAILING & STRAPPING AT ALL STRAPPING TO BE 1 114'X20 GAUGE STEEL OR '• " 1-- Mid box(2112"x 0.11,3");or � � 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131");or Face nail EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON! EQUIVALENT - CS20 (COILED STRAP} FIRST & SECOND FL r - >- v 2-104 box�3"z 0.128");or 2 staples 1 14, SHOE PL, (ALL STRAPPNG SHALL BE INSTALLED PRIOR TO SHEATH NW Z 43 v 3-$d Box(2112 0113");or SUBFLR (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �; s 19 1"x 6"sheathing to each bearing 2-Bd common(2,X112'9 0-131 Face nail <L ");or AT STUD TO FLOOR ASSEMBLY Q1 2-1 od box(3"x 0.128•);or TO SILL PLATE CONNECTION (RIM JOIST o 2 staples,1"crown,16 ga-,1314"long 20 1"x B°and wider sheathing to each bearing 3-8d Bax(2112" <0.113');or Face nail FOR STRAP - (4) 8D COMMON MALS ,p� NAILING SCHEDULE 'B' r (WOOD FRAME CONSTRUCTION MANUAL) BI-OCKNG 2 BAYS '� Q 3-8d common(2112•x 0.131");or AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW PINGS °� t 3-1 Od box(s"x a-123");or BACK ® 48' oc. �"°�, O � 3 staples,1"crown,16 ga.,13J,"lung WRAP STRAPPING UNDER SILL PLATE SILL U6 " &WI. f O enin WHEN AN ATTIC FLOG OR ( LNG DIAPHRAGM IS USED TO BRACE THE GABLE - »" "`M"° (2112'x ) .a p g ENDWALL OR WHEN A HP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. 0 3-8d common 0.131";or .e'.• 00 4 staples,3.1 l3crown�86 go.,131 Ion �' ..�' ! al '' !� 2'-0" 2 (1) 2X4 1 1 1 1 A U"IN E5 CM r g 4" g '44NAIL SPACING FOR SHEATHING C� PRESSURE ZONES �> " "') Floor I a' 4'-0" 4 (1) 2x4 2 2 2 2 - > r`t. N 48d box(2112'x 0-113"),-air A / Q o0 r 3-8d common(2112"x 0.131');or Tae ,••;;' 6'-0" ZONE: 1 ZONE 2 ZONE 3 ZONE 4 6 (2) 2x4 or ('A 2x6 3 3 3 3 -,w e 5. 9 � 4 , 21 hist to sill,top plata or girder 3-1 Od box(3"x 0.128");or nail D E 3-3"x 0.131"nails 8'-0" C) di 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. t/) c_ 8d box(2112"x 1.113") 4"a-c-toe nail 10'-0" 10 (2) 2x6 4 4 4 4 o � 22 Rimjoist,band joist or blacking to sill or top 8d common(2112'x 0-131");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3. O.C. plate(roof applications also) 10d box(3"x 0.128");or 6"o-c-toe nail 3"x 0.131"nails 17-0" 12 (2) 2X6 5 5 5 5 B "..•. � V 3.8d box(211,2"x 0.113");air AT STUD TO FLOOR ASSEMBLY 'SIVPSW C E 2-8d common(2112'x 0.131");or TO SILL PLATE CONNECTION SP4 Notations : -�-0-�'- -�-A-�"- 23 1"x 6"subfloor or less to each joist 3-114 box(3" (0.128");13 Face nail RED 2 staples,t"crown,8' ga.,1314"long (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D MALS AT EACH END OF STRAPPNGS 0 Q Q O Q Q 3 ® ��� C0 d , 24 2"subfloor to joist or girder j__1-Gd box(3172'x0.135");or Blind andli nail FOR STRAP- (4)8D COMMON NAILS e ;. . .; --- A B. OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) S r G 2-164 common(311`)(0.1162") AT EACH END OF STRAP •' ° � A D 3-164 box(3'12'x 0-135")•or ''4 t C. NUMBER OF FULL WEIGHT KING STUDS AT EACH SDE OF HEADER 25 2"planks(plank&beam-floor&roof) 1 " At each bearing,face nail WRAP STRAPPING UNDER SILL PLATE '• "t, „'. "•. , 2-16dcomrrton{31 x0-162") t•• a�.'•' F 2 3-16d common(3112"x 0.162") '• D. WIMBER OF 10 NAILS END-NAILED THROUGH ADJACENT KING STUD TO END * � O 26 Band or rim joist to joist 410 box(3"x 0-128"),or End nail •' OF HEADER AT EACH SIDE Y 43"x 0.131"nails;or • E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 43"x 14 ga.staples,1174"crown ® 0 O (D ® ® O O Q Q ® S Nail each layer as follows:32"o.C. 5' J` 204 common(4"x 0.192");or at tap and bottom and staggered. •' F. NUMBER OF 16D NAILS END-HALED THROUGH ADJACENT JACK STUDS TO 0362?6 pQ' 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom END VIEW SECTION END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS} 27 Built-up girders and beams,2-inch lumber 3"x 0,131"nails staggered on opposite sides Or N y layers And: 2-20d common(4'x 1.192");or Face nail at ends and at each splice (Required for all New Construction THS CERTIFES THAT THESE PLANS WERE 3-8x box (1"na0s28");or SPLICING OF TOP PLATE o 2 0 and/or New Adcitlons) O PREPARED UNDER MY DIRECTION AND 3- MY 1, box(3112°l o_t 35•);or TYPICAL EXTERIOR WALL CONST' 3 1 3 3 1 3 Q 3 4 3 2$ Ledger strip supporting oists or rafters 3-16d common(31/2'x ");or);or SEE FLOOR PLANS SUPERVISION AND TO THE BEST SI NA O O O O O O O KNOWLEDGE, BI3EF AND PROFEssIONAL 9 pp gl 4-1 Od box(3 x 0.128");or At eachjoist or rafter,face nail 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS � � JIJDGEMENT COMPLY WITH THE LATEST 43"x 0-131"nails 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: GABLE ROOFS �"-^�I' HIP ROOFS PROVISIONS OF THE NEW YORK STATE BLOCKING LWORM FIRE PREVENTION, BULDNG CODE 29 Bridging or blocking to joist c"-114 box(3"x 0.128"),or2-8d common Foch end,toe nail NSU.. AS PER pLAPIS A=4 FEET N ALL CASES NAILING REQUIREMEAND THE NEW YORK STATE ENERGY(2112"x 0-131";or2-3"x 0-131")nails NTS ARE FOR 140-MPH 3- SEC PEAK GUST. NATION CONSTRUCTION CODE SPACING OF FASTENERS (4)8D COMMON NAILS 0 EA END SPACING IS BASED ON V2' SHEATHING & 8D COMMON NAILS DESCRIPTION NUMBERAND Intermediate OF STRAP (BY SMPSON) RATIO LIMITS = H/L 13 V2 Building Minimum 12 Building Minimum 12 ITEM OF BUILDING ELEMENTS TYPE OF FASTENERA b,t Edges" supporisc • Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length(ft.) DRAWING (inches) (inches) PLYWOOD NOT SHOWN TABLE R301.2.1.2 Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing JOIST HANGER BY SMPSON FOR CLARITY 12'-0" 3'-0' 12'-0" z-o' WAND-BORNE DEBRIS PROTECTION FASTEINING (see Table P.602.3(3)for wood structural panel exferforwall sheathing to wall framing] 6d common(2"x 0113')nail(subfloor,wall)l SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING ® 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d 30 37a"-112' 8d common(2112",<0.131")nail(roof);or RSRS-01 6 121 SEAMS 20-0" 5'-0' 20-0" 4'-0' (231,"x 0.113")nail(roof)t7 FASTENER SPACING tg Bid common nail(2112"x 9-131");or RSRS-01; 6 121 W10D COMMON NAILS 0 EA END OF STRAP 24'-0" 6'-0' 24'-0" 4'-V 31 732"-1" (231g"x 0-113")nail(roof)' OR H8 CONNECTOR (BY SMPSON) tOd common(3"x 0.148")nail;or 6 12 4 FOOT 6 FOOT 32 111x"- 1114" 8d con x 0-1311)deformed Hall 28'-0" T-0' 28'-0" V_q FASTENER TYPE PANEL SPAN TYPICAL EXTERIOR WALL ( NST. <4 FOOT <PANEL SPAN <PANEL SPAN Other wall sheathing1l SEE FLOOR PLANS PLYWOOD SHEATHING 111 "galvanized roofing nail, rlta"head �„ (SEE NAILING SHIEDIJLD 32'-0° 8'-0' 32'-0" 6'-{)' < FOOT <8 FOOT 33 112"structural cellulosic fiberboard diamstar,or 1114"long 16 ga.staple with r116'or 3 6 2- #6 PROJECT: 36'-0" 9'-0' 36'-0" T-0' �2" 16" 12" 9" sheathing CANTILEVER DETAIL (TYP) 1 crown WOOD SCREWS 34 2'_132"structural cellulosic 1314"galvanized roofing nail, 1116"head diameter, 3 6 - 40'-0" 1T-0' 40'-0" 8'-0' Roberts Premier fiberboard sheathing air 1112 long 16 ga_staple with 116 or 1 crown 50'-0" 13'-0' 55Q'-Q'" �' 0• 2 y2"#8 1112"galvanized roofing nail;staple galvanized, D eve l o p e m e nt L L C 35 12'gypsum sheathings 111x"long;1114°screws,Type W or S 7 7 TYPICAL EXTERIOR WALL CONST' HIDI••D �� SEE 60'-0" '16'-0' 60'-0" �-0• 16" 16" 12" WOOD SCREWS SEE FLOOR PLANS DETAILS THIS SHEET s 1314"galvanized roofing nail;staple galvanized, (9)10D COMMON NAILS ® EA ", „ 465 Mailer Ct. 36 Ig"gypsum sheathing`1 s s 7 7 70-0 19'-0• 70'-0 �-p' FOR SI:1 INCH=25.4 mm,1 FOOT-304.8 mm,1 POUND-0.454 kg, 1 !g"long;1 la"screws,Type W or S END OF STRAP (BY SMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR a 1,609 krnlh. SOUtIIOIC! NY 11 971 Wood structural panels,combination subfloor underlayrnent to framing DaSTNG STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" 16'-0' ' NEW 2ND FLOOR A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A33-FOOT MEAN ROOF HEIGHT. 6d deformed(2"x 0.120")nail;or g 12 Zu PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 3T 374"and less ed common{2112"x 0.131"}nail C.NAILS SHALL BE 100 COMMON OR 12d BOX NAILS. �} TMS ' Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED DATE 5/4/21 "141"- " 8d common(2111'x 0.131")Hall;or 6 12 lIl UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL 3B1 Sd deformed(2112'x p.120")mad 39 111x,- 1'.4` 10d common(3;x 0.148')nail;or 6 12 ct , bum PROJECT N0. 21/025-Roberts CAPACITY OF 490 POUNDS. 8d deformed(2'1.2' 0.120")nail 2 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE I Tabulated spice lengths assume top plate-to-top plate CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 716"(11.1 rnm)ANDA MAXIMUM SPAN For SI'1 inch=25.4 mm.1 toot�304.8 mm,1 mile per"aur=0.447 rNa:t ksl=6.ess MPs. comectiorxlsing 2-164 pals per foot. For shorter �+ a.Nails;ara smcothcomman,tax al d farmed shanks eroaptwhere atherwLaa stated.Nail&used for framirc and sheathing eonnectiansshall have rmintnum average bending yield strongths as Q 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH WN BY MS shown;a0 Iwo or shank monster atof Inch(204 common nail),a herw shank diarnatsr.s larger than 0.142 inch but not larger than 9.177 inch,and 100 ksifar shank dianetersof 0.142 inch N REMOVE EXISTING SHEATHING 2'-0' 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH moths, the nal spaangshal be reduced In order to ATTACHMENT HARDWARE PROVIDE,ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH provide an equivalent number of nalS, TABLE R301.2.1.2 OR BHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS CHECK BY. MS 0,1&ss. , ENSTNG FIRST FLOOR BE-OW NEW 2ND STORY b. Staples ars 16 gage wire and have a minimum /,winch on diarnater crown width. C. klaily shall ha spaced at not mote than 6 Inches on center at ah supports where spans are 48 inches orgreater. CONSTRUCTION. 2. Tabulated Spree lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK S H EARWAL L SEG. DETAIL (TYP) 33 feet. For mean roof he is of 15 feet or le STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THE) CORRESPONDING d. Four-foot byA-toator44ootby9-footpanslvshall heatpliodvertieally. 33" the WINDOWS. DWG N0. Q.Spacing of fasteners not included in this table shall be hasedon Tattle P602_3i tabulated values shall bepennitted to be multipled by 0.80. f. Fot wood stuoural panel roof sheathing attached mgabfs end roof tram ing and to intermOlate stlppons whhin 48 inches d roof edges and ridges.nalb shall be spaced am Inchesan venter where the uhimata dasgn wind speed iS lessthan 130 mph and shall be spaced r Inches ft c A 253.here the uhimata design wind sperm h 130 mph argreater but lou titan 140 mph. ■ OAD PAT■ ■/ FRAMING DETAIL g.Gypsum sheathing shallconform b ASTM C1396 antl shall he installed In acxordanoe wtth GA 253.Fiberboard sheathng Shap conform to ASTM C208. L H h. Spacing of 1aSlaners an floor sheathing panel adges applies to panel edgab.supportad by homing mamb4a and raquirad bbckhg and at float perimd%ra any.Sparing aT}aa4anars on roof .. 01 sheathing penal edgesapptisato paneledgas supported byframing members and tequired braking,9lockingot roof or1lWrrrheathr+g panaledgaa pefpendkulartoii framing membetsrlead notbopravdedex0aptasrequuedbyatharprovwonsofthiscode.Flowperimeter sha11besupportedbylramirgmember&orsoldtb iing. I.Whore a rafter is tastoned toan adjacent paralel=ilin3 joist in a rdance with thio achedute,pros-oda two toe malts on ono aide of the rafter and tae naAy from the telling JoW to top plate In acoardancewnh thlaschedule.The tae nailon the oppwhe side d the rafter shall not be reputed. j. RSRS-01 is a Rout Sheathing RingShank nail meeting,:he specifications in ASTM F1667. _....__ SCALE SHT. NO. AS NOTED ISSUED FOR: DATE DESCRIPTION . , 5/28/21 DOB SUBMISSION tl .W s --� V'1110":'01 yp�yTtllE^ SP�`1LIr� 'Alln��. Ttl'Y����tl II��iI� iTI".� L EXTER.'IO INMATcD Y1,+Ll F•LY'��GGD f 02 i�ili 51C�€S Y r:L) -'_ FORCH PAFTE ATIx IrtSI�`_►1'I�I►� — Ix LEDGER Ohl TG? Cf- 1K 1 BARPIER 11,'00D 1. . .���p 1p11q+ ' , �6f'J� 5IICAT�i�rlc � 1 '� `'�,+• I '` 1!00D€RJ..l. f l+,h r 1+15 %SdUTH(IT---PJaR Of et ils+' i a.: I • :.,,V 5E ,1_t'"I'.!` - r` ATP Rk�CESSTD a a 1 ri 1 i r• w alp/OF 1 q q 1: 1 _ DIADI"XI PAP T + , REVISIONS y E NO. DATE DESCRIPTION 17 ' e i r !--KIICE'MR.11 ;'t j !i fLXPANP,!`' TC,^,wll �,[LPIT 4pIT'iF1..,Ili:�IERSGR,.flw ��.a . ! r —TRIY AS REQ UIR.=] I F!"1I"NrErlNc SECTlPaN THRID STAIR AY SECTM IM VA n ATTIC ACCESS CIETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO COVTIIWOUS EEO OF S ALMT — ELECTRI uA.l WIRE r. p CO�Til�IUOUSF��OFAai�Slar co d c�. CG-NTINUGUSBEAD 1 ,_... .._.. OF SEAlMT - � fi)P FLAIE z � FL00RGRUE a PLL1 ,B:h,G'hPAPE -•-- -- -- � F14'cR VX'T600T �� : U " Ftl '�� ►;- EPAI`;Dl'�G F �Iti`IEkIA1T ------ _ ! _ �- FLOOR TRUSS o rn, au�EF�c �,� E; -- i 9 ASSEI, 911 _., co T�?PLgE .. ----------- y co NSLI=QDFUXS; Wall TU> EXPArNMINIG FOAM 1��y t,++�I' r�y .° .,Y U o N COVIWOUS BDO � t N ! ^' ouc- 4F SE 1AIJT 1 Q 0 'r,.H;B"n-!lis! ,,�:Y,a 1 t Cc VIAL!STUD T;IrOUi-ASL?�,�� o a CO`aTII` I.�DUS EEA C.' , =- OF SEMANT '" Ir'�r r� YPS��I'1 t�� llopa - :- - ED 'R A.SA,I EApRIE `V: =-- -M� M.. �5�l! SCO0i T �..___.-x_._.�._.........._.-...-_--rte.7 tl I •"` . T 03626 yOQ F-4:1 97 FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL Or FLOOR E� THS �Tr IES THAT T SE PLANS WERE PREPARED UNDER MY DIRECTION AND I " SUPERVISION AND TO TFE BEST OF MY , JUDGEMENT COMPLY WITH TFE LATEST I ti q L, R a 91 a d KNOWLEDGE• BELEF AND PROFESSIONAL 1[r',T PROVISIONS OF TFE NEW YORK STATE ! Ir a..�,Y 1t J E�e-.e•1' UNIFORM FIRE PREVQ�ITnn`I, D�IG CODE p+ h 19 19h_ . 1 1r- T d - AND THE NEW YORK STATE ENERGY ,,' �,___ _____ r�; r�� : I`;ST�1L1■R:IS'D I`�SULTI �a CONSERVATION CONSTRUCTION CODE. C," TO Fl i ,'.4 1 I SIE I BET f DRAWING !: P';7'Rw.FO �,I S'AL GOTH SID`SALO t�G s=TEP;,p,� � INSULATION — �' E�:�ytSC�'`:SFI�!h►�v�+Lh��T. ,�``� AIR SEALING 1 � _ F — DETAILS 11l'NTAIN E, ' ,SIT z""CE: F0�LE�aS'H M,�{ r" ! NSULAWI _,_,.. . .-..... I°1', —O ST`. :. tib , C' , n 1 uF ' Irrr:li!1 b TJRFI F'f Cf 1FC1 L!" T ft,. 1RF = FID- �. �' , - 4E�lTrM�IR.SP_'ngr•E � _ a r.1. 1�FI_ .a'r, PROJECT: 'TLS ri L fi Ir 'f } r`" i 1'1-� 1,',r7.1 a� r AT . Ih:.�JLd1i�711i.4 j .: E 15 INSTALL 1■1!I$]I� - a f I .�T-CV I�WLAT'C1�7 �ba• Y r-, . ■ Sf r . ,~�1 -� r - Roberts Premier III"SUI�TIO` 1'I�P �.LY TO ff - la �•1 t`� --a•.,. 1 «:� r 4 '� 1> C r` �� �_Y r.���l C!D'."IEe1TINSJL�,IING s, =- ��', �, � � p r�l=���-�_�- Development LL i 1- ,. 'I, i ( II i 1 V , ,,;' '•.,'°. ^l:.r`Illki I V-fiGIL� '+' _ r 'i' , 1 R' p ,,. ' rl I_�_� "�` •k � I I .� .tl tl 1 465 Mailer Ct. r ' ! 'r _ :F n f , Y. ICJS _�Ilw,l Ls. i �.E.. � ! 6 , Ii -' � �� R�jy �•r�' `^1 '1 �`' Y ,�f ,- •`'{ � ;' ', �, ;' � I ' Southol NY 11971 .i � .: _ _ 't_ �'t° !`� 1 I^ t Y 1, , '4 ! f `' Itl r 1 . 1�I!1 ll�i Ipl 4 I':. ` .,� .'�A `r ..:''A " ` 1 o CPAla�d'TH + 1�} ''P fY P }1 'rr1'' t ! �fi ,r11i l 1 ," �. t -� -� � 4 d' i Mai 1 .DNI DATE 5!4121 ,, 1 PROJECT NO. 21/025-Roberts DRAWN BY MS f<.u',',� EX-AI`Q1i*IG F00 SEALANT AT P ^IVETER � '� 4 �`+, �`` __._.._ �'� t 1 t;•l�REhM g -:--,. . �a^c= - C!"I�tTit1!_� � �Ch:C OF SES'A,#," CHECK BY. MS t Ft�� f a �� DWG NO REf SED LIC TIta r FIYTt" F rr i Ij� LAI i r 1- 11,r P'IC�:�I I I f E, TrF Iia IN �'li�ll I ,' ,,r II�a ,i■ _ N-02 .Ar N0 SCALE SHT• NO. SHOWER DETAIL_ TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED ISSUED FOR: 1 Work performed shal comply with the fobwing F. L911 Bdtsc a These general notes mess otherwise noted on plans or specifications. 1 Sinal be of structural grade steel 2 Al windows shat have rmstlatFtg glass, a shale glass with storm windows or equal.Sizes Indicated on plans are DATE DESCRIPTION b. airing Code as specified on the architectural drawings. 2 Washers shat to placed under the head of lag bolts bearing on wood Length of lag bolts shad be minimum 2/3 real only,Balder a oomconsa with window manufacturer to opendeting area exact s¢est(gradfl000pening,eta At least one widow Iran each bedroom area shat have a net dear operrng area of 5.7 Sq,Ft(gads boor 5.0 Sol}Ft)with a net a Ali applicable local and state codes,ordinances and regulation& depth of members bengi bolted together. dear height of 24',a riot dear opening width of 20', and a sl height of 44'or less above the floor for egress 5/28/21 DOB SUBMISSION d In areas where the drawings do riot address methodically,the contractor shal be bound to perform in strict P. Alterim Stnichxai Members canplance with manufacturer's specifications and/or recommendations. 1 No structural member shall be gritted.notched cut blocked out or relocated without prior approval by the purposes. Glazing n dons and freed glazed panels immediately adjacent to doors a within id ti the floor.which may 2 On-site verification of al dimensions and conditions shall be the responsl�ity,of the general contractor and Architect Do not after sizes of members noted without approval of Architect be to and to frequent aril recurrent accidental human impact shat be tempered as per Residential Code of New York his subcontractors G.Buft-nn Beams: State and tical codes and ordinances a Noted dimensions take precedence cover scale. Never scale directly from drawings. Contractor d'o ld t Built-up beams or joists famed by a multiple of 2 x members shall be Interconnected as folows. consult Architect In case of question a Members 9-VC and less in depot glue and nternai w/2 rows 16D nails at 12' as staggered DIVISION 9-FINISHES 4.The general notes and typical detak;appy throughout the job unless otherwise noted or shown, b.Members greater than 9-V4'In depth or multiple 3 x members through bolt with VT diameter machine bolts at A.General 5.Discrepancies: The contractor shal compare and coordinate all drawings; when In the opinion of the 24'ac.staggered t Al gypsum walboard shat be nstaled in accordance with the provisions of the Residential Code of New Yak State and contractor, a discrepancy exists he sh eed promptly notify the Architect In writing, before proceeding with the H, Cuttinc of Beams. Joist wd Rafters: local codes and ordinances(as appbable). work or he shall be responsible for the same and any Indirect results of his action. t Cutting of wood beams,joists and rafters shal be Wed to cuts and bored holes not deeper than V6 the depth of 2 Gypsum waboard shal not be installed until weather protection for the installation Is provided Storage should be In 6.Omissions: Architectural drawings and specifications shad be oamsidered as part of the conditions for the waft h the event that certain features of the construction are not fury shown on the drawings,currentthemember andshall not be located In the((idols of V3 of the span Notch depth of the ends at the member shag not accordance with manufacturer's instructions. exceed V4 the depth of the member. Holes bored or out into joist shall not be closer than 2 Itches to the tip or bottam 3.Al edges and ends of gypsum wallboard shal occur on the framing members except those edges which are nato aat state and local codes,ordinand*s,regulations or agreements as wel as current acceptable tiding of the joists and the diameter of the hole shal not exceed V3 the depth of the joist The tension side of beams,joists Pape to the framing members Ai edges of gypsum walbowd shal be In moderate contact except In concealed practices shall govern,and their construction shal be of the same character as for similm conditions that are and rafters of 4 inches or greater nominal thickness shat not be notched,except at ends of members. spaces where fire resistive construction Is not required shown or noted. l Foes in Stud bearing Nals or Shear Nals: 4.The sizes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and advances (as 7.The Architect will not be responsible for and will not have control over construction means,methods, t Notches or bored holes to studs of bearing wags or partitions shat not be more than V3 the depth of the stud apple"). tedr*pn sequences or procedures,cr for safety precautions and programs h connection with the work,and and Biocldng 5.Provide moisture resistant drywall cement board at tubs and showers as shown on detals In architectural drawdrhp will not be responsible for the falure of the Client or his contractors, subcontractors, or anyone performing t There shag be not less than one line of bridging In every eight feet of span in floor,attic and roof tranft The 6.Fre-resistive construction: Garage doings and wags when adjacent to a dwel'ng unit shat be of rated construction any of the work,to carry out the work in accordance with the approved contract doc ment& bridging shag consist of not less than one by three inch lrrber double raced at each end or of equivalent metal according to the U- Design specified on the drawings when units are designed under NYS standards as Indicated on the 8.Any and al drawings and spedficatkos for sftework, pkunbng supply or waste,electrical circuitry,aril bracing of edtual rigidity. Mtdspan bridging is not required for attic or roof trwnng whore joist depth does not drawings.(5/8'type X wags and c clings) heating,ventlafing,fabricated trusses, and air conditioning systems are not a part of the professional services provided to the Gent by the Architect tries Included trader their agreement Any discrepancies with these exceed twelve inches norinel Block sold at all bearing supports where adequate lateral support is not otherwise provided documents by any of the above fisted services Included shown in doaments prepared by others should be indicated proms Be so stud wals at maximum Intervals of eight foot wfth mh nun of 2 x sold material with tight Joints. DIVISION 15 -MECKANCAL Provide 2 x frestops at mid-point vertically of stud wall. Bridging as required by fba truss manufacturer's printed In wrttng to the Architect Immediately. instructions. AA Heating Ventilation and AI Conditio�xc 9.Pita to application for bulding permits, the Contractor will furnish the Architect with two sets of shop t AI work shad be in ful accordance with al current codes and regulations of the governing agencies. REVISIONS drawings of d prefabricated components, one set to be retained by Arohitect, the other set to be returned to K Lintel Schedule, 2 Mechanical subcontractor to submit shop drawings indicating dict layouts,condenser bcatim duct sizes,etc. to contractor after review, Remo requiring shop drawings hcludo but are not Wed to roof trusses, floor t Uriess otherwise shown,provide 1 Intel with 6'mnmtm bearing for each 4'of wall thickness. Architect prior to nstalatim Mechanical subcontractor to review structural shop drawings and notify the Ardited of any NO. DATE DESCRIPTION trusses,stairs,cabinets,vanities,eta Should the design or configurations of any prefabricated component be 2 Lintel Schedule: mescal and structural and design intent conflicts prior to cxtnstructbn modfled dung construction from previously approved shop drawPtgs, the Architect shall be funished prior &Al work shag be done n n a neat and wa v ice manner and so as to not needlessly hamper that portion of the work to fabrication,with revised shop dtawh;s Incorporating the rovision. If the Architect Is not provided with the Spam Size of V2 or a 2-2x6 performed by others. above infdxmatioo,the dent shall defend,indemnify, and hold harmless the Architect from any dam a suite Up to 4'-0' 3 V2 x 3 V2 x 4'-T to 5-0' 4 x 3 V2 x 5/166 or 2-2x8 B.PUribinix whatsoever, Including but not knifed to, all payments,expenses or costs included,arising or alleged to have V-T to 6'-0' 5 x 3 1/2 x 5/16 or 2-200 t Ali work shad be In furl accordance with al current codes and regulations of governing agencies. arisen from prefabricated items. 2 Al work shag be date n a neat and workmanlike nn ke maer and so as to not needlessly hamper that portion of the work c 10. The oncitiahs and assumptions stated h these specifications shag be verified by the contractor for 6'-T to 8'-0' 6 x 3 V2 x 3/8 a 2-2x12 performed by others conformance to local codes and condition In the event of a discrepancy between these specifications and L PhnNsOd 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any pkmttng, bcal codes or conditions, the contractor shat notify the Arcnitecl in writing of the discrepancy and special t Al plywood shall be Doug fir or equal it shag be manufactured and graded In accordance with HVAC,structural and design Intent conflicts prior to construction. Arc itectitg requirements shall be appled to insure the buldreg's structural integrity. DOC PS 1-95 for Construct o and Industrial Pivwood It These requirements may be superseded by more stringent hformation contained within 2 Each plywood sheet shat bear the'APA'trademark DIVISION 16 -ELECTRICAL the drawings. The more stringent shal be followed 3.AI end joints shat be staggered and shall butt along the center lines of framing members. 12 Sol conditions shat conform to or exceed the following conditions: 4. The face gran of the plywood shat be laid at right angles to the joists and trusses and parallel to the studs. 1 AI work shat be in fill accordance with all applicable Naticnat State and Local codes and shal comply ply with the Bearing Capacity. Mn 2000 lostfield verified under al footings and reinforced slabs. 5.Nails shat be placed 3/8'mk*run from the edge of the sheets. The minimum nal penetration into framing requirements of the serving Water Table: Win 2'-0'below bottom of all concrete slabs and footings. Footings,foundations, wads, and members shall be 1 V2'for 8d nals and 13/8'for 'IOd naffs. power and telephone companies. slabs shall not be placed m or in Marine Clay, Peat and other agaric materials. 6. AI floors shat be naffed as per nailing schedule. 2 Al work shal be done in a neat and workmanlike manner and so as to not neediessy hamper that portion of the 13.Live Loads. Roof: 20psf. Floor:41)psf(except steeping room 30psf). Exterior Baronies, 60psf. Stair Landings: M Comer Bracing work 40psf. Wind Loact 15psf. Garage:50psf. Maximum foundation lateral pressure: 400811, Dead Loads: 10psf. performed by others. Decks: 40psf.Attics without storage 10psf.Attics with stag 20psf. Guardrails &Harxrais t Unless otherwise noted brace exterior canes of budding with 1 x 4 diagonals,let into studs,or with 4 x 8 fie 200psf. plywood sheet of thickness to match that of sheathing,a with metal strap devices Waged h accordance 3. Installation: 14.Bottom of footings shall extend bekrw frost line of the locality and mirth m 3'-0'below existing grade to lling schedule a Al equipment installed outdoor and exposed to weather shad be weatherproof. undisturbed sol a sol compacted to 95 Y, dry density having a bad carrying capacity as specified in Note 12, r>a 2 Lap plates at al comers b.Bottom of receptacles and switches shat be located 5'above canter top unless otherwise noted on drawings. as verified by a sols Architect icensecl n the locality where project is bang built a Receptacles shall be installed vertically at 12' above Trish floc and 12'-0'oa horizontally. Al receptacles within 15.Ali foundation wall backfill underdistance stabs where distace from edge of wall to edge of undisturbed sol I 6'-0'horizontally of a sink lavatory or tub shat be wired to a ground fault interrupted clalt. porous,sol compacted In 6'la any density t Al na6ng shat comply with rmaiktg schedules (see attached schedle)and exceeds W.but less Unarm 4'-0',shah cxd,sist of dean, yens to 95 Y al state and local bur codes,a maufacturer'a recommendations. d Wal switches to be 48'above floor. or provide *4 repair at 2'-0' cc,T-0'beyond edge of undisturbed ad and T-0'into foundation wag e.Al smoke detectors to be kine voltage and wired in a manor such that the activation of one wl activate all Each irt St Fre 000g 16.Frd� draining granular backfl (SM a better)shat be used against foundation wall consistent with the 0. floor level to have at least one smoke detects. Each bedroom to have its own smoke detects in addition to a smoke arctrtectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf Ootids per 1 Fre stopping shall be provided to cut off all concealed draft openings tooth vertical and horizontal)with Z detector located in a hallway outside the bedrooms. cubic foot). If badkfl pressures exceed 40pcf,then walls must be designed for actual pressures by a nominal kurriber or 2 Itidvhesses of T nominal lumber with broken lap joints or other approved material. t A line voltage carbon monoxide detector shat be boated at each level of the dwelling ,ndUding the basement or registered Professional Architect lo"d In the locally where project is being bull P.Akmmtcelar. V.Uibalanced fl riot to exceed T-0'unless otherwise noted and substantiated by Ardmitecting calculations. 1 Al rafters and joists framing from opposite sides shal lap at least six(3)Inches and be naffed together with Backfill shall hot be placed against wags Intl stabs-on-grade and framed floas are in place and have reached mh(3)10d face naffs.( (see attached ming schedule for stperceedrmg requirements) their design strength Proper precatAbis shal be taken to brace foundation wags when badkffkhg. Where 2 When framing end to end joists shat be seared together by metal straps. E U 0Partitions badkfl is required on both sides,backfl both sides simtitarmusly. . 0 1 Generat a- o DMSIQN 3 -.CONCRETE a Provide sold bbdiing at 4'-0'o.a between the joist and first interior paralel joist Qin U b.Spices of the top and bottom portion of dabble tap plates must be staggered a minimum of 4'-0'. General: a Spices shag occur only directly over studs. Z� Q, U d Structural variations ate slowed U substantiated by Arcitectina calculations. Stamped by professional Architect �a 1 The connote properties shall be as flows licensed to practice tion where construction is t place. One set of caloulations to be curried to �' Q Jam_ Mn.Comp. Strength Mn Aaxewto size Pr lice h the jurisdiction sing Pia gr 0 28 Days(PSD Architect for approval prior to c onstructim L a O Footings 3,000 V2'-T 4' T e Lap top plates at corners and intersections U s_ Slab-onGradde 3,000 V2'-1r 4' V2' 2 Bearing Wags suppatng one floor or more: Wags 3,000 V2'-T 4' V2' a Partitions must be constructed of minimum 2 x 4 studs spaded 16'ac.of type krrber specified CD CD Garage Slabs & exterior slabs 3,500 V2'-T 4' T w/ 6% Ii Ifa cable top plate of less than 2-2 x 6's or 3-2 x 4's is used floor joists shat be air entrainment centered directly over and below bearing wall studs with a tolerance of no more than T unless substantiated by .:.. '° w 0) Z/5 Architectng calculations. C 2 Concrete work shad conform to all requirements of ACI-318 specifications for struchral concrete for btridinps, a Bearing stud weds must be sheathed with a minindm V2'gypsum board fastened according to drywd 3.Ai reinforcement, ardsmor bolts,pipe sleeves and other Inserts shall be positively seared in place and manufacturer recarmrrterdation ,.: U o 0 boated ecoording to the appropriate architectural drawings and details R Wood Roof Trusses , > N I Timber trusses shat be designed in accordance with accepted Architectng practice&0ftilatiom joint strength information B.Renfacro Stent (alowable bad per square inch or per net slow" edge distance,allowable end distances)bad test data and other m h I Reinforcing steel shat be intermediate grade new blet defamed bars grade 60 conforming to ASTM& -e X M hfamation as necessary anal be submitted to tical authorities for approval prior to fabrication, Each truss shat be 615. Welded wire fabric shall conform Ito ASTM A-185. See arcitectural drawings for sizes and locations seared at bearing with one'rafter tie'metal type anchor at each end 2 Detailing, fabricating and placing of reinforcement shal be In accordance with ACI-318-99 Manual of 2 Scissor Trusses Marwfachrer to calculate horizontal trust of trusses subjected to design bads and to Include this con s_ >- ldt cit Code Reda jderrments for Structural Concrete information with shop drawings Each truss to be seared at one end with a metal'rafter tie'type anchor and a ^� O q IL 3.All reinforcing bars which intercept parporcdictlar elements sinal terminate n hooks, placed two 0 inches truss s truss connector, 'mon' or approved equal,at the other end to tie down to truss while permitting the L) truss to move outward without deflecting the wait dear from outer face of element 4.The contractor shag notify the buidirng official at least fdxty-eight (48)hours prior to each concrete par. dimensions3.Thus diagrams and truss layout plan show design intent only Truss manufacturer shat verify al spans, No concrete shal be poured into footings contanitg standing wale a mud E Footings shall be dewatered leel pitches.eta Fabricator must sulxnit two sets of d�rrmponent shop drawings and truss layout ting prior to placement of concrete. No concrete shat be placed untl al reinforcing has been installed by the Pplan, each sealed by a professional Architect registered n the Jurisdiction where the construction is taking place, to � "q contracts and inspected by the buidirt,a official a county approved licensed Inspector. 4. prior to fabrication, one for Architects records and one to be returned to contractor after review. `�� gCO: 4.Truss shop drawings indicating calc labors, bad ra bad test data,horizontal thrust and any other Information C? - 5 aMkhinum protective cover forreicfacing steel shat be as follows required shall be sealed by a professional Architect registered In the jurisdiction where construction Is taking place and Footings� S' be submitted to budding officials prior to fabrication C.)� 'P b.Beams and columns: 2' 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. r- 2 c.Slab: 3/4'Mte mesh to be plaoad at mid-depth of slab) &Roof Truss Bracing: Instal permanent bracing for all wood roof trusses as specified below. Flow al d Wals-1 V4'at Interior face. 3' at exterior face. recommendation spedfied in Brag wood Trusses: Comrmentary and Recommendations BWT-76 published by the c C.Foundation: I Footing depths are shown on the architectural drawings Foothgs shat bear a m'i i mdm 0'of T- into Truss Plate h lane Inc. original undisturbed sol and a mt>Fuxm of 3'-0'below finished grade. Where required step footings to ratio a Top Chad Plane Properly installed plywood sheathing with staggered joints and correct neiitg shard adequately brace the top chord plan. However, when gable end trusses are used,continuous 2 x 4 braces should be '9 036276 of 2 horizontal to 1 vertical �' midspa at 3 p installed at a 45'angle to the truss fre 2 Where conditions develop requiring changes n excavations, such changes shall be made as directed by the rning These braces should occur points on each gable encu n F Q fi Architect, between roof donter-line and wall on each side of center-line and at center kine of roof. &AI footing excavations shat be inspected by the building official or county approved Inspector prior to the b.Web Member Plane: Provide continuous 2 x 4 braces at 45dieg angle from the bottom dad of the truss. This brace placing of any concrete. Same shal be given forty-eight(48)hours notice for this observation. sire cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nal this brace to all members it THIS CERTIFIES THAT THESE PLANS WBPIE 4. Sol investigation and report Al earth work, compaction and supervisions shal be done according to the crosses, instal this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss PREPARED UNDER MY DIRECTION AND recommendations of the sol hvestigatlon report prepared by a iaensed geotecnical Architect Concrete slab system SUPERVISION AND TO THE BEST OF MY and footing calculations are based on a 2000 psf value. If on-site test boring indicate lesser values,notify a Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three rows KNOWLEDCF, BELIEF AND PROFESSIONAL Architect in writing,so that necessary structural modifications can be made. mnhxm are required boated at the V4 points of the truss span Securely nag these braces to all members that it JUDGEMENT COMPLY WITH THE LATEST 5.Slab-argrade shallbe 4' stick reinforced with 6 x 6 W14 x W14 WWF and shat be placed on 6 ml crosses. PROVISIONS OF THE NEW YORK STATE INFORM FRE PREVENTION; BOLDING CODE vapor barrier on 4'gushed stabs. S. Wood Floor Trusses: 6. orb an-grade at rushesinal be 4'thick unless otherwise noted l Floor trusses to be manufactured aril installed n strict accordance with manufacturer's recommendations. Al ANDTHE NEW CONSERVATION CONSTRUCTION STATE E CODE 7.instal anchor Straps porches per mfg recommenunless helLr from noted s and intervals as per plans �, joist depth and spacing to be verified by mardufacturer&Shop drawings Indicating calculations,loading,bad THE NEW YORK STATE ENERGY test data and any other information required shad be sealed by a professional Architect registered h the jurisdiction MfD RAW I N G Nrri m embedment for anchors shall shal be as specified by manufacturer. where construction is taking place. Truss manufacturer shag verify al spans,dimensions,bearing points spadirma,eta & Beam pockets shat be formed Into dxxhcrete wags to provide a oon*xuous level flat sold bearing surface Fabricate must subrnit two sets of complete shop drawings and truss layout plan,each seated by a professional for al beams, Architect registered In the jurisdiction where the construction Is taking place,to Architect prior to fabrication, one for GENERAL NOTES DIVISION 6- W� Architect's records and one to be returned to contractor after review. 2 Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A.Lumber Gracia American Softwood Lumber Standard exposure to the elements. Always store upright,especially if stacking Grading shal comply with DOC PS 20-70 ' 'and applicable Western Wood Products Association standards. DIVISION 7-THERMAL AND MOISTIFE PROTECTION I Al lumber steal bo, unless otherwise noted,No.2 grade. Douglas Fr-.arch with the following minndm structural values. A Roofing a Extreme floor bending stress: 2 x &WIDER Fb 875 PSI l Floergim Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30* asphalt saturated felt underlayment b.Horizontal Shear.Fv - 95 PSI mess otherwise noted Instal according to man ufacttrees instructions. PROJECT: a Compression perpendicular to grah: FoL ° 625 PSI 2 Cedar Shakes: *2 grade red-label cedar shakes (18' 1 x .45'D over one layer 30*&&f umderiayment Instal with 4 d Compression parallel to grah Fc - 1300 PSI V2'weather exposure. Appy an 18'wide strip of 30* asf.over each course of shakes,9'from bottom edge of shake e.Modulus of elasW.. E - 1600,000 PSI extending over top of shake and onto sheathing. f.Moisture content 1.9 x maximum. a Eave Ftasfft See note B-4, belowRoberts Premie r B. Flagt= 2 Other species may be used provided substituted species shall meet or exceed requirements noted above. 1Al canter flashing,and coping when of metal shat be of not less than no.26 US. gauge carosion-resistant 3.Moisture content Al kmber 4'and deeper shat have moisture content not greater than 19 z air cried knber is metal D eve l o p e m e in t L L C desired but not necessary. lumber may be kin dried,however dying process must be slow and regulated to cause a 2 Flash al exterior openings and al building canes with approved material to extend at least 4'behind well covering miirmtm amount of checift comparable with air dried stock. Cover al exposed plywood at bxuilft comers with waterproof fwiding paper. 465 Mailer Ct. 4.All exterior lumber and lumber in contact with masorry or concrete shall be pressure preservative treated in 3. Stop flash at all roof to wall conditions Flash and caulk wood beams and other projections through exterior wads or Southold, NY 11971 accordance with AF&PA standards and stamped'Grand Contact 0.40 lbs/cubic foot'. roof sWaoe& 5.Grade stamps shat appear on all lurnber. 4.Eave flashing shall consist of two layers of 15*a.s.f.cemented together in addition to required naling from the edge 6.Store ag krrhtuer above grade and protect frau exposure to weather. of the cave tic the roof to overlay a point 24 Iriches inside the Interior wag kine of the DATE 5/4/21 B. Fitch Beams: C.Attic Ventlatiorc t Fitch beams shal have a minimum ftn- 15000,E-1t4 with V2'bolts boated not closer than 2'from the top and 1 Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened bottom edge uriess otherwise noted There shall be a bolt top and bottom 2'from each and(see typical titch plate ventilating openings protected against the entrance of moisture and rah n accordance with PROJECT N0. 21!025-Roberts bolt pattern detail. NYS and local codes and ordinances. See details on architectural C. Joist Hangers: plans for laxations and detals. DRAWN BY MS I Al ptrkts, joists and beams not framed over supporting members shal be supported 2 Joist hangers shat be prime qualty steel which conforms to ASTM-A525,min. 22 gauge. Products aomptable DIVISION 8-DOORS AND MIMNS CHECK BY. MS shat be Simpson Kant-Sag,or equivalent D. Bolts in Wood Framing: I Windows in bu*kW located n wind-borne debris regions(120 mph wind one or wM+ one mile of to ocean bav DWG N0. t Al bolts In wood framing shad be stendard mad"bolts with standard malleable Ion washers or steel plate and shag have glazed openings protected from wind-bane debris or the building shag be designed as a partially washers, enclosed buldng n ao wdance with the Building Code of New Yak State.Glazed opening protection for wnd-bome 2 Steel plate washer sizes shall be as follows: debris shat meet the requirements of the Large Missile Test of ASTME 19996 and of ASTMS 1686 a V2' and 5/8'Dram bolts -2-V4' sq.x 5/16' b.3/4'Dia.botts-2-5/8' sq. x 5/16'. Wood structural panels with a III mm thidumess of 7/16 Inch(11.1 mindm in)and a maxspan of 8 feet 2438 mm)shal3.Each boil hole in wood shall be dried V16'larger than diameter of bolt be permitted for opening protection In one-and two-story buildings.Parcels shal be precut to cover the glazed 4.For sl anchors,see typical details cum architectural drawings, openings with attachment hardware provided. Attachments steal be provided in accordance with Table R3=12 or SCALE SHT.NO. shat be designed to resist the components and cladding bads determined in accordance with the provisions of the Residential Code of New Yak State. AS NOTED �_�� R30t212 PROTECTION OF OPENNGS. 2 The glazed areas need not be hstaled n roans where Exception 1 is satisfied and artificial light Is side-Figed,and shah provide a clear width of not lass then 32 Yahes(813 mm)where measured R3122 Window et otection. a One-eighth-Inch(32 rum)coat of surface-bondng cement complying with ASTM C887 provided ttmt ls onp� a Nt10t14 1A4013)Gertiiicate Ovlandat k ISSUED FOR; between the face of the door and the stop,with the door open 90 degrees fL57 rad).The dear height Window fail protection shall be provided h accordance with Sections 1131221 4.Arry material pemetteed for waterproofing h Section 84062. Whd ora h lou/dings bested n whall be 4 debris regions shat have glazed opeV in protected Wit of producing an average An hatbn of 6 footcandles(65 ka)over the area of the roan at a height of of the door opemg shat be not less than 78 Inches f1981�n height measured frau the top of the 5.Other approved methods a material& A Permanent cert(%+w thail be cels bo by the budder or other approved party end posted on a ASCE 7,debris a the burote shat be indborne de ri partially enclosed bukfig Yin accordance with op, co npy with these rmhnm h Ex tion.Pargng of unit ma wets Is not r approved for direct wall h the apace where the furnace ls boated a e sin roam c an approved location beide the t DATE DESCRIPTION ASCE 7.Qlazed opeenYhg Protection fa Windlborno debris ahtd meet the requteoments of the Large �Inches(762 trrrJ above the Hoar levet threshold to the bottom of the st Other dons &hal not be required to dweing urita when®the tap of the ail of an operable window is heated lase than 24 itclhea cep �Y eytted where a material is 3 Ilse of srroom and patio covers,as defined h Seotbn 8202 excess of 40 percent of the exterior dimensions.Egress doors&hal be ready openabb from inside the dweing without the use of a key or (610 mull above the**hW floor and greater than 72 Inches(1629 rmJ above the finished grade a application to the masa ry Concrete walls shell be dempproofed by applying any one of the Isted �t heated on et electrical panel, ct certificate shell not cover a obstcert the vbhall I of the Mlsste Test of an approved hnpact resisting standard a ASTM E 1998 end ASTM E 1886 referenced surroom wells are open,or are enclosed ally by Insect screening special knowledge a effort other surface below on the exterior of the buikfig,the operable window&hal comply with ore of the darrpPrccfrg materials or any ane of the waterproofing materials listed h Section 84062 to tie story service dsccrhhect label a other required labels The dertiflcate shat Indicate the thersh Garage door f w exterior of the wall predominant R-values of Insulation Installed n a on caflngs,roofs,walls,foundation components such as 5/28/21 DOB SUBMISSION glazed opening protection fa wrttdrane debris shall meet the requirements of an approved 8303.3 Bathrooms, PZU Floors and landings at exterior door& 1 Operable wixbws with openings that wl not &lbw a 4inch-diameter(102 min)aptwe to pass slabs baserrremt walls crawl space walls and thous,and ducts outside condtianed spaces U-factors of i pact-resLsthg standard a AMIDA-%kk 115. Bathrooms,water closet compartments and other similar rooms shall be provided with aggregate gazing There shall be a landing or floc on each side of each exterior door.The width of each bndw shall be through the opening where the opening is h its largest opened position SECTION R408 U DER-FLOOR SPACE fenestration and the solar heat gain coefficient (SHGCI of fenestration,and the results from any area n windows of riot lossthan 3 square feet(0.3 m),one-W of which must be openable. not less than the door awed Every lending shall have a dimension of rat less then 36 how (914 2 Operable windows that are provkfed with window fail prevention devices that comply with ASTM F required duct system and balding envelope air leakage testihp perfomhed on the buidrp VuRrere there is Excep5m Wood structural panels with a thickness of not less thhan 7/16 fah and a span of not more mum)measured n the direction of travel The slope at exterior landings shat not exceed V4 unit vertical 2090. 8408.1 Venttatbrt more ore for each component,the certificate&hal heicate tte valve nONerY1g the largest than 8 feeta W be permitted fa opening protection Panels shal be precut and attached to the framing Exceptbrc n 12 urts horizahtal(2 percent).Exceptiar Exterior balconies less than 60 square feet(5.6 m)and The under-floor space between the bottom of the floor!data and the earth under an area The certificate shal hdcate the types and effiderxles of heating,coaFhg and service water 3.Operable windows that are provided with window opeenkhg oontrd devices that dxhmpy with Section Y�din0(except surrounding the opening contahN the product with the glazed opening.Parole shall be prod rlbd as !the glazed areas shal not be required where artificial light and a local exhaust system are provided shy accessible from a door are permitted to have a landing less then 36 inches(914 min)measured In R312.22 space oexwpieed by a basement)shal have ventilation openings througfh foundation wells or exterior hea*V equipment Where a gas-fired tnventeed room heater.electric furnace.a baseboard electric required for that'anocrage method and del be seared with thhe attachment hardware provided. The ft**Km beal exhaust rates shall be ddetermineed h acaxdance with Section M1507.Exhauxst atm the drection of travel heater is Installed In the residence.the certificate shall indicate' s fired unvented room heater, walla The miimm net area e>f venHation operings shat be not less then 1 square foot(0.0929 m)fa �` - Attacrrents shat he designed to resist the Component and cladding bads detWW0d In accc ordance from the space shsl be exhausted each 150 square feet(14 m)of under-floor 'electric furnace'or baseboard electric heater.as appropriate.Ane anal rat be hdoated for with either Table 113012(2)a ASCE 7,with the 1131222 VVixbw opening contig devices. apace area,unless the ground auface is covered by a ' permanent corrosiarfiesistant attachment hardware diAOfly to the outdoors. 113at3.1 Floor elevations at the r ed egress doors Class 1 vapor retarder materiel Where a Class 1 retarder material is used the rniirnm ret area gas-vied unweented roan heaters,electric furnaces and elea tc baseboard heaters, provided and anchors permanently hstaled on the building.Attachment h accordance with Table Windrow ratio g contig devices shat coney with ASTM F inflow The ry ops opening t redo device vaPa Landings a viished floors at the required egress door shell be not more then 1 V2 Inches (38 nhmJ after wing the window to fully open,sinal not reeduce the net of ventiatbn opeNrgs atm!ba not less then 1 aquere foot(0.0929 m)fa each 1500 aqunre feet(140 R301212 is permitted for bulchgs with a mean roof height of 45 toot or less where the ultimate design operation to release the ow ur device alio N1103.1(8403.1)Controls Ovlandatory). wind speed,V,ls 180 rmphror less 11303.4 Mectharical ventilation ower than the top of the ttreishold dear operig arae of the window ink to less than the area required by Section 1131021 m)Of under-fba space area One such ventieting opering sinal be within 3 feet(91•t mr'rJ of each Where the all nfi ration rate of a dweMv a it Is 5 ak changes Per her or less where tested with a Exoeptia:The lending or floe on the exterior side shall be not more then 7 3/4 hoes(1%mN comer of the b dkft At least one thermostat shall be provided fa each separate heating and 000bV system blower door at a pressure of 02 below the top of the threshold provided the door does not swing over the landing or floc.Where R3132 One-anal two-famy dwetngs aurtarhatic fire spftW system One-and two f TABLE R3012.i2 VVPOBORNE DEBFtlS PROTECTION FASTENNG S( U_E FOR WOOD STRUCTtF4AL In w.o(50 Pa)In aocadance with Seeotbn Nf1024.127991685),the dwekhg aril&hal be ovided with exterior a floors �" The th mostat contrreng the rimarastat PAN�Sa,b,es,d pr leucines serving the required egress door are not at grade,they&hal be provided � olrg primary hr9athp s seoltrg system of the Whole-Inhouse mechhanicai ventlatbn h acoadance wtth Section M150T.3 with access to ode vng a height of three stories above grade&hal be equ#sped thoughout with tri automatic sprhider fa urhder-floor ventlation. gr by means of a ramp h accordance with Section R3n8 or a stairway h dweffer unit&hail be capable of ��• The niirxrn net area of vantiailon openYhgs shell be not less than 1 selusare foot(0.0929 m)fa each sat contr the aa�rdance with Section R31t7. sprtnider systems shall bedesigned and Installed 150 square feet(14 m)of under floor area One veenfiation opening shall be within 3 feet (915 mm)of points at � ent him and coatis he a day scedule to the can different et back or set 8303.5 Opening location In acro Design and actio tion 04 or NF residential vie a at different tithes of the da FASTBV�i TYPE FASTEt�6•'i SPACNCi finches) each caner of the txsiding Venitatbn P� y.This Memrastat shat icl,de the capablty to set back a h a000rderca wfth Sootbn P2904 a NEPA 13D. oPemishgs steal be covered fa their height and width with any of Panel span Goes tion 4 feet)(4 feet to li feet)(6 feet to 8 feet) Outdoor Intake and exhaust openngs shal be boated n accordance with Sections 8303.5.1 and 8311.3.2 Floor elevations for other exterior doors temporarily operate the system to maintain zone temperatures of not less than 55 F(13 C)to not 11314.1 General the foiowig materials provided that the least dnensiorh of the covering shat not exceed/inch(6.4 No.8 Screws 16' 10' 8' 11303.52 Doors other than the required egress door anal be ovided with a floors not more than T � greater than 85 F(29 C).The thentroatat shall be programmed hltlety by the man flachrer with a No.10 Screws 16' 12' 9' Pr baa Smoke alarms shd aonm*with NFPA 72 and Section 8314 heating temperature aetpokht of not greater then TO F(21 C) and a cookq temperature setpont of not 11303.5.1 Intake openings. 3/4 inches f196 rrrN below the top of the threshdd t Perforated sheet meta)plates not less than 0.070 Inch fl8 min)tfeck. loss than 78 F(26 C). a THs table ls based on 180 mph sitimate de hit Mechanical and gravity outdoor air intake openings sinal be boated rat less than 10 feet(3048 mm i Ex eptbn A top larding is not required where a stairway of rat more then two risers Is boated on the R314.11 Listngs, 2 Expanded sheet metal plates not less than 0.047 Inch(l.2 mrJ tick sign wind speeds,V,and a 83-foot mean roof from any hazardous or noxious contaminant,such as vents,chimneys,pl mbing vents, streets,alleys, exterior side of thhe door,provided that the door does rat swing over the stairway. Smoke alarms and be fated h accordance with UL 217.Co mbiratbn arrhdke and 3.Cast-Fon grl or grade. b Fasteners&hal be Instated at opposing ends of the wood structusral panel.Fasteners shell be p>�g lots and loads g docks.For the purpose of this section,the exhaust from dwelling unit toet 4.Extruded bad-bearing brick vents. N1103.12 gT4MIZ Pleat Pump Supplementary Heat Mtandatory). P carbon monoxide alamts&hal be ilsted h accordance with ill 217 and UL 2034. Heat s ha ry located not leas then 1 ixcn frau the adore of Me roarha.bamooma and kitchens deal not be considereed as hazardous a roxaua R31t3.3 Stam and aaeerh doors 5.Hardware obth of 0.035 hon(0.89 mrJ wire a heavier. Pump vhg suspplernenta electric-reslstance heat shall have exxmtrols that ex t during a Anchors shelf penetrate though the exterior wail covering with an enhbedmert length of not less then defrost,prevent stpplermental heat operation when the heat pump co mpressa can meet the thea 2 Inches into the tpuldrtg frame.Fasteners &hal be boated not less titan 2/Inches from the edge of Exceptions: Storm and screen doors anal ee pernithed to swing over exterior stairs and lendings 113142 Where required 6.Corrosion-resistant wire mesh,with the least dnhereion being/inch q.2 rum)thick. bad � concrete blood or oacrete. t The 10-foot(3048 mm)separation is not required where the intake opening Is located 3 feet(914 Smoke alarms shat be provided h accordance with this section. Exception:The total area of ventilation openings shall be permitted to be reduced to/of the mW or greater below thhe contaminant sarce. 11311.7 Stairways. under-floor area where the ground surface Is covered with an approved Class I vapor retarder material d Panels attached to masonry or masonry/stucco shat be attached using vbration-resistant anchors 2 Vents and chimneys serving fuel-turning appliances&hal be terminated h accordance with the R3117.1 Width and thhe required openings are placed to provide cross ventilation of the agoras.The installation of Nt103.39 Oi403.3.3lDuct teisthg(Mandatory). having an ultimate withdrawd Smoke New crostrtbe pr Ducts shall be essure tested to detemite ak leaks dpapaddty o1 rat less then 1500 pounds ovisiae of Chapters 16 and 24. Stairways dial he rat less than 36 Inches(914 mrJ h dear wMth et sl poets above the permitted able lowers&hal not be ohibiteed pr ge by ore of the folowig methods: epploable gr smoke alarms s'hd be provided h dweltrg writs. °Pa a REVISIONS 3. Clothes dryer exhaust ducts shall be terminated h accordance with Section M1502.3. handral height and below the required headroom height Handais shall not project more than 4 1/2 1Rougn-h teat Total leakage dhail be measured with a preasue dfferentiei of 0.1 inch w.g(25 Pa) 8303.52 Exhaust openings. inches(114 nm)on either side of the stairway and the dear width of the stairway at and below the 831422 Afteratixhs,repairs and additions. R408A Access across the 83029 Flame spread Index and smoke-developed index for wall and celing fleshes system,hdu dng the manufacturer's all handier a nclosue it installed at the tine of the test Exhaust ak&hal not be dratted onto wakwaysie 11303.6 Outside oPenig protection Air exhaust and hancret height hdudrg treads and landings,shall be not less then 91 v2 Yctes(787 nrrJ where a Where aiteratiors,repels a editions reequting a permit occrsr,a where ane a mare sleeping roans Accu shall�Provided to et under-floor spaces Access operWngs though the floor&hal be a �� �feast NO. DATE DESCRIPTION Flame spread and smoke developed indexes for wail and ce&hg thishes shall be h accordance with intake openings that terminate outdoors shell be protected with corrosiarresistant screens,louvers a handrai is Installed on are aide and 27 Inches(698 mm)where handrads are Registers&hal be t provided on both fides. ere added a seated h existing ddweelrgs.the Fhdvidual dwehg unit shell be ercNpped wdtr snake miirhrn of 18 Yxces by 24 irchhes(457 min by 610 mmJ.Operinps tlxougr a perimeter wall shall ba rat aped a otherwise sealed Sections R3029.1 �s having an opening size of rot lose than/Inch(6 mm)and a maxirrnm opening size of/nch(13 Except=Thhe width of spiral stairways shall be h accordance with Section RM7.10.1 alarms boated as r ed for new dweings. less than 18 inches by 24 hales(407 mm by 610 mnl Where any portion of the thoutgh-wall access � 2Postccrstruction test Total lealkage sinal be tmeasureed with a pressure dffereerttiel of 0.1 Inch w.g(25 muhh),h any dmerefon Openings shall be protected aganst local weather conditions.Outdoor at exhaust Ex tions: is below grade,an areaway not leas than 16 fides by 24 hdhes(407 mm by 610 mm)sited be - - - Wei ant Flame spread Index and intake openings shall meet the provWars for exterior wall opening proteobves In accordance with R31t72 Headroom t weak ovided Thhe bottom of the areeawa shelf be below thhe threshold of the aces& Pr across s seed system nciuding Me marxufactuner's air handler enclosure.Regsters&hal be taped Wal and cerYng fri9hmes sinal have a flame spread index of not ttvolvkg the exteerior surfaces of dweeligs such as the cenrhont of moo a the � Y Thoutgh� greater than 200. > a otherwise sealed duing the test Exceptiax Flame spread Index nequlrerrhents for flrishtes sinal rat appy to trim defined as picture milds, ��' Tie head'oorm In starways steal be not less then 6 feet 8 nde,(2032 mrJ measured vertioay from addtbn a replacomhent of windows a dons,a the addition of a pack a deck,ars exempt from thine access openings shat not be located under a door to the residence.See Section Mt305.t4 fix access chair pais,baseboards and ex re ui to doss and windows or their frames or to materials that are less PM3.7 Interior stairway illumination Interior stairways steel be provided with an wiffkial light source to the sloped line adjdrM the tread nosing a frau thhe floor surface of the landing or platform on that requirements of this section requirements where mechanicell equipment 1s located under floors IuxNnate thhe landings and treads The kint source shat be capable of Ilydinathg treads and landings portion of the stairway. 2 hstalatlot%alteration or repairs of plumbing a mechanical systems are exempt frau the requirements Exceptlonx then/Inch(0.91 trim)h thickness comer ted to the surface of wall a eeings It these materials exhibit to levels of rot less than 1 foot-candle(11 lux)as measureed at the center of treads and landings. Exceptions: of ft section R408.5 Removal of debris. flame spread index valva not greater titan those of paper of this thickness cemented to a Tie shall be a wall switch at each floor level to control the IgM source where the stairway has six 1 Where the noshgs of treads at the snide of a fligtht extend under the edge of a floor opening through The under-floor grade shall be cleaned of al vegetation and organic material. Al wood forma used for lA du ct ak-leakage test shall not be required where the ducts and sin handers are located entirely noncomlxpstible baoking amore risers Wtnioh the &tai passes, lite floor opening&hal be slowed to project horizontey Into the required 11314.3 Location. placing ccrcrete sal be removed before a balding is occupied a used for any purpose.AI wiWn the budding themel envelope 830292 Slrrdke-developed Index Exception;A switch is not required where remote,central a automatic control of ignting le provided headroom not more than 4 3/4 i rhes(O mal �S mo ke alarms shall be Installed h the following locations. carstructbn materials shal be removed before a b uldrq Is occupied a used fa any purpose. 2A duct nr�eakage test shall not be required fa ducts serving heat a energy recovery ventilators 2 The headroom for spiral stairways shall be h accordance with Seection R311.7.10.1 1 In eadb R4Oa6 Fhlshed grade. Wort and as"flristres shall have a amcke-developed index of not greater than 450 row that are not Integrated with ducts serving hheatirg a cooing system& 8303.8 Exterior statwaY I�nTilatiOn 2 Outside each separate sleeping area h the Ymmedlate vicinity of the bedrooms The frisked grade of tander-floor orrface and be pemitted to be heated at the bottan of the Exterior stairways shall be provided with an artifkcal lighht source located at thhe top landing of the 83117.3 Vertical rise. 3.On each additional story of the dwelling,including basements and hhabitable attics and not footings:hhowever. where there h evidence that the groundwater table can rise to withn 6 Inches(152 830210 Flame spread Index and ed I dex foroped hoes fa Insulation tcludfhp A written report of the results of tine test dhsl be signed by the party conducting the test and Flame spread dad arrrdke-developed Index for Insulation stinal be h aocardance with Sections 830210.1 stetway.Exterior atatrwaya provking aocass to a basement fran the outdoor grade level ahnaN be A fBght of stats ahhaN not have a vertical rise lapger thner 147 inches(3734 rrhrh)between floor levels a crawl spaces and aithablable attics.n dwellings a dwelrg orbits with spit levels and without an rum)of the finished fba et the balding pernroter a where there Is evidence that the surface water provided to the buid#q offioal provided with an arti tial light source located at the bottom lendiing of the stairway krdng& Intervening door between the adjacent levels, a smoke alarm Installed on the upper level shat suffice does not ready drain from the bolding site.the grade h the under-floor space shel be as high as the though 830210.5 for the adjacent lower level provided that the lower level is less than one fill story below the upper outside finished grade,unless an approved drainage system is provided NW3b.1 03403.5.UHleated water ckalation and temperature rmaintenance systems akridatay). 830210.1 hsu lation. 6304.1 Minimm area R311 A Weldne. Heated water ckaiation systems shat be h accordance with Section NiM.5.11 Heat trace temperature Insulation materials,hduding facings,such as Habitable roans sinal have a floor area of not less than 70 square feet(6.5 m). The waklne across winder treads shall be concentric to the curved direction of travel through the tum 4vSmoke alarm shat be installed rat less than 3 feet(914 rmm)haizontay from the door or R40a7 FbW resistance vapor retarders and es,cr wit s ea a meed aft s hall ha Exceptlorc Kitchens, and located 12 hdes(305 mm)from the side where the waders are narrower.The 12-iah(305 mN �� Fa buldings located h flood hazard areas as established h Table R3012(1) son ors and systems and be In accordance with Section N1110 a res Autaress controls,temperaiue wtthir fba-ceing easemnbiles,roof-calling assenheles,wd assembfies orawl spaces and attics stnail have Pr aim aersas and gaups snail be accessible.Marconi controls shat be ready accessible. a flame spread Index not to exceed 25 with an aoCotmpanyig smokes-developed index not to exceed sihheension and be rneasureed Pram the widest pont of the dear stair widtit at the wa surface of of a bathroan that contains a bathtub a war trews this woe/d event t of a armhoke 83042 Miinum dimensions. the winder.if winders are ad cent within the mann recited bV Section 11314.3 space shall be provided with flood openings h accordance with _ ja fight,the pont of the widest dear stork width of the t Wass enclosing fibs under-floc N1103bt1(84035.1'OCUalatfon 450 where tested h accordance with AtiTM723. Habitable roans shat be not less than T feet 034 mN h any horizontal dimension adjacent winders sad be used R314.4 hteran nectlon Section 832222 Heated water 3.6.1 ion latIon sly to la be Provided with a ekcuiation pump The system return pipe and Exceptiore: Exceptiorc Kitchens. Where more than one smoke alarm is required to be Instated within an Individual dweing uric h 2 The finished grand level of the under-floor space shat be equal to or higher than the outside t Where such materiels are Instated h concealed spaces,the flame agreed Index and smoke-developed supply plop. ty syphon circ lation systems Index Mtahanis do not appy to the facings,provided that the facing Is metaled h substantial contact Stai7tr Stair treads and risers Ex ead grand level r a least ore aide. be a sed return with the unexposed surface of the ceeArN>,floor or wsl finish 11304.3 Fleignt effect on loan area Staff treads and risers stet meet the requirements of ills section Fa the accordance with Section 11314'3„the alarm dovkes shat be htercomecteed h such a roamer that the pipe a a COId water traVi and therm Portbne of a roan with n Purposes of this section, Exceptbr:Under-floor spaces that meet the emments of FEMA steal be prahbited.Contrds fa cYa/etYhg hot water system pumps sad start tine pomp based on the 2 Cellose fiber d surf!Ytsulf to that ls rat spray ll hied campyh8 with the nequterrhenta of Section 8k0 nheasurkg�s than 5 tee(1524 rmJ a n fired drttenakors and dhrtherhdoned surfaces&hal be exclusive of carpets rugs a rurrnera actuation of ahs salarm wvl activate sl of the alarms h the hdviduel ddwelrtg uet.Physical reqs Identification of a demand fa hhot water within the occupancy.The controls shell autamatioay tun off h8 Interco rection of smoke alarms&hal rat be requred where Isted wireless alarms are nstaled and et the pump when the water h the circulation loop is at the desired temperature and when there Is no 830210.3,shall rot be required to meet the amoke-developed index of not more thhen 450 and shall be � �than 7 feet(2134 mN from the finished fba to the f vis ed caing shall riot be alarms sound upon activation of ore alarm 1130211 Ftebbddng demand for hat water. required to meet nsmoke-developed index of not more than 450 whrere tested ih accordance with ��ed as con to the mi im m required habitable area for that room R3117M Aiswa. Exception:Interconnection of smoke alarms In existing areas eel rat be required where alterations or h ruble construction,fire-blocking shall be provided to cut off both vertical and horizontal CAN�C � The riser height shat be not more than 8 V4 nc as(209 mm)The risers1W be measured vertically r do not result h removal of Interior walla unless there is cacealed draft openings and to form en effective fre barrier between stories,and between a top 113051 Mnhxm t between leading edges of the ad cent treads.The greatest s oefrhd protide access+g the a ruo nee NtM5.12(R403.5.1aHeat trace systems. 3.Foam plastic Yhaulation sited dxxrh�y wdlh Section 11318 h� la riserteigrt within any fight ell stairs shall an attic,crawl on a basement avelable that could ovkde access tor hteroomealfon withart the story and the roof apace. Habitable apace,halwn s and �° a Electric heat trace systems shat comply with�515.1 a U-515. Controls fa;such systems shall y patlons of basements contakig these spaces&hal have a callus not exceed tine arrhalest by minora than 3/8 nob(9.5 mrJ.l�sers shhet be vertical a sloped Fran the rennove of htrerior flriahea 8314.5 Corbnetion alamrs, Flnebbolking and be provkied h wood-framed ccnstruction in the folowdng bdetionx autonetiCay adjust the energy heart to the heat tracing to maintain the desired water temperature h 8302102 Loose-fir hsdatiah height of not leas than 7 feet 12134 mN.Bathrooms,toilet rooms and laundry rooms shat have a calms underside of the rasing of the tread above at an angerot more than 30 degrees(0.51 radD from the Combination smoke and carbon monoxide alarms sial be peernitted to be used In leu of smoke alarms. t h ooraealed spaces of stuxd wall and partitions,hduudng furred spaces and parallel rows of studs a the rnabo h aacust the with the tit to t heen heated water ls used in the eked me Loose-fir insulation materials that cannot be mounted n the ASTM E 84 a UL 723 apparatus without a height of not less than 6 feet 8 Inches(2032 mm). vertloal Open risers are pemdtted provided thatthe openings boated more than 30 inches(762 mm),as staggered studs,as fobws Exceptbrts: measured vwtiealy,to the floor orgrado below do not per it the passage of a 4-nch-diameter(102 R314.6 Power same. tt Verticaly at the ceiling and floor levels N1103.6 OT403.61MechaNcal ventlation UAandat ) screen a arflldal supports shall campy with the flame spread and snake-developed knits of Section aY• t Far roams with sloped deikgs the required floor area of the room shat hhave a ceiling height of tat mN sphhereo Smoke elsmhs and receive their prirrhery power Fran the txldng wYing where such wing ls served from 12 Huxizontaly at Intervals not exceeding 10 feet 13048 trhrtl Tie shsl be ovided with veentlatbn that eeduterrents of Section M1505 a 830210.1 where tested h accordance wtlh CANALC S1022 buldh0 pr compiles with the r Exception Cellulosic Ryer hose-fl nsuietion shall not be r less than 5 feet(1524 mn)and not low than 50 percent of the required floor area shd have a ceding Exception& a commercial source and,where primary power hs Intern pted,del receive power from a batt 2 At interconnections between concealed vertical end horizontal spaces such as occr at sofftts,drop -t � U squired to be tested n accordance with CAW WkFg with other approved means of ventlaom Outdoor aY intakes and exhausts shall have eutomatb or d� height of not leas than 7 feet(2134 rrrN. t The spanks between adjacent treads ls not Mired on spial tairweya &hal be permanent and withast a dscorxtecting switch other than those required fa overorreent �ccve deings. o D.. U_C S102Z provided such Insulation complies with the requreKments of Sections RSM10.1 and 830210.3 2 The oe[hg hhsght above bathroom and toilet room fixhres shat to ouch that the fixture ls Capable 2 The riser height of spke stairways shall be In accordance with Section 113117.10.1 3.In co sealed betweeen stale gravity dampers that dose when thhe ventilation system ls rat operating eT dJ protection spaces strkgers at the top and bottan of the nn Enclosed spaces � U of being used for its Intended Purpose.A shower a tub equipped with a s owerhead shat have a Exceptiahs under stairs shall owpy with Section�7 N1104.1 03404.1)!ipMihp eeduipnhent Qvlendetory). R3021D.3 Cekiosb fiber loose-fl kwAtkn "V -- u ng height of rot leas than 6 feet 8 aches(2032 mm)above an area of not less than 30 fiches R3lt7.52 Treads. t Smoke alarms shat be permitted to be battery operated where Installed h buldngs without 4. to openings around vents,pipes ducts, cedes and rtes at calling and (loci levet with an approved Not less than 90 pemenenty Ighthg fixtures shal contain fflcacy tJ CeNubsb fiber boss-fl nsuiatbn shd comply with CPSC 16 CFR,Parts 1209 and 1404.Each package (762 min)by 30 Iches(162 min)at the ahowerhead The tread depth sinal be not less then 9 inches(229 m-0 The tread depth sell be measured matedeil to reset the free passage at flame and products of combustion The material fMg this annular Percent of the Installed ally hhighe � >- of such hsulatf V material shal be clserly labeled h accordance with CPSC 18 CFR,Parts 1209 and power. lenrps � 3 Beams,siders,ducts a other obstructions h beaenenta oorttatig habktatple space shhet be hhorizontaly between the vertical planes of the faexmrost projection ofadjacent treeads and at a right 2 Smoke alarms nstaled h accordance with Section R31422 apace dshhel not be required to meet the ASTM E 136 nequirementa 4 1404' per itted to project to within 6 feet 4 inches(1931 mini of the flr(shed floor. angle to the treads leading edge.Thhe greatest tread depth withinany flight of states shat not exceed 5.Fa thhe frobloddng of cinmeys and fireplaces, see Section R1003.19. - ,3 v 1130210.4 Exposed attic nsulatian 11305.11 Basements. the an&lest by more than 3/8 Inde(9.5 mm)d 6.Fiebdocidng of cornices of a two-f Portions of basements that do not carton hebltable apace or hallways &hal have a de&hg hheight of sT R err>tY dweln0 ls rued et the line of dw a frit separation � � ,� Exposed Insulation materials Installed on attic floors sat have a critical radiant flux not less than 0.12 not leas than 6 feet 8 Inches(2032 rm>). R3117.521 Winder treads 8302111 FrdAoddng materials. ,0 113151 General watt per square centimeter. Exception At beams,girders,ducts or otter obstructions, the ceing height shal be not less then 6 Wider treads shad have a tread th of not less than 10 Inches(254 mrJ measured between the Except as provided n Section R30ZTL Item 4,fieblockig sal consist of the foo materials.. ^ °"� •: cep _ Carbon naroxida alarms sinal campy with Section 11315 830210.5 Testing feet 4 itches(1931 mmJ Iran the frisked fba V trplares oshall haves n tretad depth of not less then 6 Inches(152 rum)at any pont within ttre dear 2 Tl(thidknes es of tirahr(254 rum)rrorriral limber wAth broken lap jdnta g O Tests fa attleal rodent flux shsl be made h accordance with ASTM E 970. 1 ION 8309 GARAGES AND CARPORTS width of the stork.MAthih an t of steps, tte largdst winder tread depth at the wslcine shell not 11315.11 Llstinga 3.One tfidkness of 23/32-tch(18.3 mm)wood structural panels with joints backed by23/32-i ch ) 6 830211 FYebbcking SEC Y figtn Carbon monoxide dorms ahsl be Nsted h accordance with 11l 2034. CorrnbYhntion 11 combustble constructiot,fire-bbckkhg ishell be provided to cwt oft both vertidxi and hortzontel 1 3025 DmOing-garage opens g and penetration protection. exceed the smallest wlhder tread by more than 3/8 nc h(9.5 mrJ.Consistently shaped winders at the carbon monoxide and smoke alarms shd be listed h axadarce with U-2034 and R3152 Where (18.3 mrJ wood structural panda O "- and penetrations though the wails or ating the dwelling from the +. T In combos draft and to form an�il be pr vie eater A of f bin staled and between a t celm0s seepar garage diel be waklne shat be allowed wihh the same fight of stars as rectangular treads and do not have to be pequiredd 4.One thickness of 3/4-inch(19.1 mrN particleboard with joints backed by 3/4-Inch(19.1 rum) of, stay and the roof space.Firebbdcing shat be provided In wood-framed construction h the following h accordance with Sections 83025.1 through R3025.3 within 3/8 Yah(9.5 min)of the rectangdar tread depth d �xr- bcatlona Exception The tread depth et eels stairways steel be in aoccrdence with Section R31iX10.1 Carbon mahoxkde alarms&hal be provided h atoadarae with Sections R3�21 and 831522 POar ,`_' 5.Ore-hof-Yah(127 min)gypsum board " U - 1 h oacealed sof stud wsls and rtitiore, 1130251 Opeering protection 83152.1 New construction 6.One-Quarter-high(64 min)cemerht-based miboerd '` '". ;� j space pa holudhg furred spaces and parallel rows of studs a 7.Batts a danicets of rmihere wog a fiber a other approved materials Instated n such a 11, .a ,t"- Operings from a private garage drecty into a roan used for deephg purposes shall not be penritted 113117.5.3 Noshgs. For naw construction,carbon monoxide alarms shal be provided h dwelling nits where either or both of + staggered studs,as folows: Other openings between the a and residence shall be with sold wood doors not less The radius of curvature at the manner as to be sear retained In ace. � a gar 96 equipped nosing abet be not granter then 9/16 fah f14 mN.A nosing projeectiat the folowhg conditlons exist sY d •, til Wertioely at tie oeelYhg end floor levels 8 Cellulose ihseiation Instslded as tested h eocadanCe wtth ASTM E 119 a U 263,for the Q °p n 12 Hbr¢attaly at hteorvals not exceedn(h 10 feet(3048 mrJ. than 1 3/8 Yctes(35 mrJ h Mackness sold a Fbneycomb-core steel doors not less tthan 1 3/8 not less than 3/4 Yhch fl9 mrJ and rat more than 1 V4 fates(32 mrJ shat be proviofed ori stairways t The dwevimg uit contains& fuer-fred applarce. s inches(35 ram)tick or 20-mi cite fie-rateed doors,eduipped with a rself-closing device. with sold risers.The greatest rosin projection shall rot exceed the smallest nosing projection by more 2 The tion _ X 2 At interconnections between co sealed vertical and horizontal spaces such as occ r at soffits,drop dwelYg nit has an attached garage with an opening that comwhicatea with lithe dweelrg erhit. aPP «d.._......_ •7^- ceings end cove ceinOs than 3//nim(95 miW between two stories,including the nosing at the level of floors and landings `1 >�` C 3.h cortcd co des between stat sttgera at the t and bottom of tthe run Enclosed spaces 830252 Duct penetration. Beverrq of noangs shat not exceed V2 nch 0PL.7 rmJ. R31522 Afterathns,repairs and addtions. SECTION 8807 ATTIC ACCESS , 9 Ducts n the garage and dicta penetrating the wsls or camps separating the dwevig from the garage Exception A nosing projection is not required where the tread depth is not less then 11 ides(279 Where alterations,r s a addtbns a R807.1 Attic access. cin) v under stats shall con*with Section 83027 epak requiring permit ocar,a where ore a more seePig roans 4.At openings around vents, pipes,ducts,cables and wires at as"and floor levee!,with an approved shell be constructed of aminirxm Na 26 gage(0.48 rnn)sheet steel or other approved material and mmJ. are added a created In existing dweings ,thhe individual dweMg uit shall be equuipped with carbon Bul"with combustible ung a roof construction shall have an attic aoam opening to attic areas � C7 - O0 material to resist the free passage of flame and products of carrhtwstion The material fling this arhxiar shall rot have openings into the garage 2 Where handrsl fltthgs or bendngs are used to provide oonlnaus transition between fights, monoxide alarms located as required fa new dwellings. that have a vertical height of 30 hones(762 rum)or greater over an area of rat less than 30 square � o-- U space saN not be required to meet the ASTMS 136 requirements transitions at winder treads,the transition from hendrsl to guard,a used at the start of a fight,thhe Exonp feet(2.8 m 1 Thhe vertical height shal be measured from the top of the oeAng training members to the 5.For the friot bkire ui ed to mo end fireplaces,see Section 111003.19 R302M Otter penetratbrhs. handrd height at the fittigs a bench shat be permitted to exceed 38 Inches(956 mm). 1 Work hvdvhg the exterior surfaces of dweings,such as the replacement of roofng or siding,a am ins oug- arced opening shad be not less than 22 hoes by tinder o roof nhenbers. Ther fr Penetrations though the separation required In Section 8302.6 shat be protected as required by the addition or replacement of windows or doors, or the addition of a porch a deck,is exempt frau 30 Inches(559 mm by 782 mm)and shat be boated n a hallway or other ready accessible beation 6.FYeblockhg of oombas of a two-tansy dwethg is required at thhe the of dweing unit separation Section R30Ms1 R31t7A2 Continuity. the requirements of ft section Where located n a wall the opening shat be not leas than 22 Yahes wide by 30 ides high(559 mm aED e 8302111 FYsoblockktg materials Handrails for stairways shad be continuous for the ful length of the fight from a point directly above 2 Installation,alleration or repairs of Pkmbing a mectrenical systems are exempt from the requkerments wide by 762 mm higJ.Where the no ess is located n a celrG nihi urn unobstructed headroom In the '��1• �C 8302.6 Dwelrg-garage fro aspers ioon. the top riser of the fight to a point directly above the lowest dw of the fight Harxtal ends sinal be of this section. attic space seal be 30 inches(762 mum)at same point above the access measured verticay from the 5 C O, / Except as provided in Section 8302.11 kern 4,fire bloc king dad owdet of the folowng materials. The garage shet be separated as required by Table 113026 Openings In garage wells shall coney with returned or shall terminate In newel posts or safety tarm mirk Handrah adjacent to a wall shd have a bottom of dais framing members See Seaton M1305.t3 ��?`Pe�� s ���G �� 1 Two-hdh(51 ses f Zinc Amber. Section R302.5.Attachment of gypsum board shall comply with Table R702-3-S The wd separation space of not less than 1 V2 Inches(38 min)between the wd and the harxtads. R315.3 Location d t 0 2 One ttidaess o of 32- ch nm)in)woo limber with broken lap joints provisions of Table 83026 shall not appy to garage walls that are penpendo ler to the adjacent Exceptions: Carbon rmonoxide alarms h ddweing units set be Installed outsida of each separate sleeping area h the . : y A 3.One thickness of 23/32-incl,CI63 mrJ wood structutrsi panels with joints backed by 23/32-ich diwelig unit wet 1 Handrails shed be permitted to be Interrupted by a newel post at the tum, Imediate vloiretf of the bedrooms.Where a fuel-buring appliance is bested within a bedroom or its R � � a 2 (16.3 mnJ wood structural Panels. 2 The use of a volutd, to ciA starting easing a starting newel shsl be slowed over the lowest tread attached bathodrn a carbon monoxide alarm shell be nstaled within the bedroom h areas where there has been a history of ice forming along the eaves causing a backup of water as * I O 4.One thickness of 3/4-Yah(19.1 mm)i particleboard with joints backed by 3/4 -inch(19.1 mrN SECTION 8310 AGENCY ESCAPE AND RESCUE OPENINGS designated n Table 1130120),an Ice barrier steel be Instsled for asphalt shingles,mets roof shingles, fJ � d R3lt7.8.3 Grip-size. R315A Combination alarms. mineral surfaced roll roofing,slate and date-type singles,wood shingles and wood shakes. Thhe Ice 6� 5.One-half-Inch M7 rm)gypsum board barrier ahal consist of riot fewer than two la 8.One-quarter-Inch(6.4 nm)cement-bated onboard 8310.1 Emergency escape and resdwe apering required Basements,hadtade attics and every sleeping Regaled hrarrdids shat be of one of the fotowhg types or provide equivalent p�aspablty. CombYhaHah carbon monoxide and smdce nlertns shat be pemitted to be used h leu 0f carbon ..�ry�dttnnerh sheet shd be used h place off nortn�al txxiaiiayment oagned extend fran t�� (,�� 7.Batts a b rine a of n m) wog- glass fiber a other approved materials insteted n eudh a room shet have not less than ore operable emergency escape and rescue opening.Where basements 1 Type L Handais with a circular cross section shat have an outside diarmeter of rat less than 1 V4 monoxide alarms, polymer � oontah one a more sleeping roans,an emergency escape and rescue opening shsl be required h hdhes(32 min)and not greater then 2 inches(51 i m).If the handrai Is not circular,it shall have a lowest edges ofd roof surfaces to a pont rat less than 24 how(610 min)Inside the exterior well manner as to be securey retaied h plaDe. line of the buWng. On roofs with slope equal to a greater than 8 unts vertical In 12 units horizontal, �17 X36276 4O each sleeping roan Emergeeroy escape and resale opeenthgs&hal open dkecty Into a pubic way,or to perimeter dimension of not less than 4 inches f102 mm)ami not greater than 6 V4 nc»tes (180 mmJ 11315.5 Power source. ,A' 8.Celt/ose Insulation Installed as tested h accordance with E 119 or U-26%fa thhe specific appication the foe barrier shal also be appled not less then 36 Inches(914 ern)measured n F Q j� Env a yerd a coot that opens to a pubic way.Exceptbrc Stam shelters and basements used oNy to with a cross section of drrensiorn of not more thenen 2 V4 ides(57 rmJ.C-dges shnei have a radius of Cdartxxt matoxkfe alarms steel receive they prirrrary power Iran the buldrtg wiig vfiere such wthg ls long the roof siope R3021i11 Botta a blankets of rrdneral a glass Liber.Batts a darkets of triers a glass fiber a otther house mechanical equipment rot exceeckg a total floor area of 200 square feet(1858 m 1 not less than 0.01 I ch(025 rtrN. served from a commercial source and where primary power ls nterr pted.&hal receive power from a from the save edge of the bulcfig ap IMI na is materials shat i e permitted f i compliance with the 10-foot nal or mml horizontal 2 Type L Handrab with a peerimeter greater than 6 V4 hdhes(160 min) del h ave a grasp"finger battery.Wiring shall be permanent and without a dscomdeting switch other than those required for Exception Detached accessory structures not contaYing conditio ed floor area approddng h walls oonstls sh�using rmittel rows of studs or staggered studs 8310.11 Opeerational constraints and opening control devices Emergency escape and rescue operings recess area on both aides of the profile.Thhe fnger recess srd begin wit ih a distance of 3/4 inch 019 overo Trent protection. THS CERTFES THAT THESE PLANS WERE shelf be operetional from the inside of the room without the use of keys,tools a special knowledge. mhN measured verticay from the tallest portion of the profile and achhieve a deepth of rot less than Exceptbms: 890524.1 Wind resistance of asphaft shingles. PRE,AR® �MY DIRECTION AND 83021112 Unfaced fiberglass. WNIndow opening control devices corpying with ASTM F 2090 shall be permitted fa use on windows 5/16 Inch (8 mm)within T/8 Inch(22 miW below the widest portion of the profie.This required ddepth 1 Carbon monoxide alarms shall be permitted to be battery operated where Waled h bulchgs W Mout Asphalt shingles shd be tested h acccrdence with ASTM D 71M Aspheit shingles shall meet the SUPERVISION AND TO THE BEST OF MY serving as a required emergency escape and rescue opening. shet continue fa not less than 3/8 Inde(IO mrJ to a level that Is not less than 1 3/4 inches(45 rm) commercial power. la sificatbn nequhements of Tabid 1190524.1 fa the appropriate ultimate design wind speed Asphalt llrhfaced fiberglass belt nstlntlon fused ms viebbcWrg&hal fl the eentie cross section of the wall cavity IWOSVL EDt , BELS AND PROFESSIONAL to a height of rat less than 16 rides(406 mull rneaskreed vertically.Where ptping,conduit a shlar below the tateat portion of thine profile.The width of the harhdai above the recess ahhsl be rat less 2 Carbon narcxide alarms Installed h accordance win Section 831522 algia padkagtg anal beep a label to Ytdcate oorrpterce with ASTM D T158 and the required ANT COM!'LY VNTH THE LATEST obstructions are es We than thine insulation shd be packed tightly erou he the obstruction 83102 Emergency eScape and rescue openings. than 1 V4 Inches (32 m mJ and not more than 2 3/4 I rhes(70 nmJ.Edges abet have a radia of not classification In Table R90524.1 the scope of ASTM D 71%shelf be tested and labeled to hdoate Emergency escape and rescue openings shall have mirimm dimensions as specified in this sectKn less than 0.01 inch(0.25 m ) compliance with ASTM D 3*1 and the required dessifleation n Table 890524.1 PROVISIONS OF TH= NEW YORK STATE UVIFORM FRE PREVENTION, BUILDNG CODE R3021tt3 Loose-ill Insulation material R3VZ1 Mrirxm opening ares, R311.7A4 Exterior plastic composite hancrds.Plastic composite exterior hencrais shall comply with the PRO�llON OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY SECTION M22M OI TANKS AND THE NEW YORK STATE ENERGY Loose-ti nsulation material shd not be used as a fiebbck unless spedflc*tested h the form and �•go.ay and escape rescue openings shelf have a net dear openirg of not less than 5.7 square requirements of Section R507.3 R317.1 Location required. M22012 Above-grand tanks. CONSERVATION CONSTRUCTION CODE reamer Intended for use to demonstrate its ablty to remain h place and to retard the spread of ire feet(0530 m 1 The ret dear opening dimensions requireed by this section shel be obtained by the Protection of wood and wood-based produots from decay steal be provided In the fobwing locations The maximum amount of fuel o stored above ground a inside of a buMrg shel be 660 gallons(2498 and hhot gases. normal operation of thhe emergency escape and reser»operIng from the inside.The net deer height RM18 Ramps. by the use of naturally durable wood a wood that is preservative-treated h accordance with AWPA U.The supply tank shhel be supported on rigid noncombustible supports to prevent setting a sifting operig shet be rat less than 24 hdhes(610 mrW and the ret dear width shall be rat less thhan 20 R3n&l Maxnxm slope. Ui fa the speciaA product preservative and end use.Preservatives shet be isted In Section 4 of Exception:The storage of fusel of used for space or water heating,above grand or holds btldi gs h R3021t2 FYeiblocklhg integrity Inches (508 mrJ. tine b Section R3tL2 stet have a The integrity os fie-blocks shall be maMained. Exceptbrc Grade tbor a below ode Ram'nps serving egress door required Y slope of not uncia than 1 ani AWPA Ut quanttiies exoeecirg 680 salons(2498 U shell comply win NEPA 31 AW I N G gr openings shall hhave a net dear operig of not less than 5 vertical h 12 units horizontal(8.3-percent dope).AI other ramaps shd have a maxim m slope of 1 unit t Wood joists or the bottom of a wood structural floor when closer than 16 ides(457 mm)or wood 830212 DraftatopPhhg square feeet(0.465 m). veertbad In 8 units horizontal 0125 percent). girders when dose than 12 Yahes(305 mN to the exposed ground h crawl spaces a uexcavated M220121 Tanks wiWn bulli gs, CODE NOTE S h oombustble construction Where there Is usable apace both above and below the concealed space of Exception Where it is techrk*hfessbde to comply because of site constraint,,ramps shelf hhave a area located within the periphery of the bulli g foundation. Supply tanks for use inside of buldings shall be of such size and shape to permit Installation and i floor cling assembly,dr whores ersl Ilse sable d ao that the ares of Me obrthe co space does rat 831022 Wbdow sl height slope of not more than 1 vertical h 8 units horizontal 2 Wood trams members that rest on co trete or masahy exterior foundation wale and are leas than rdemoval from dwe�hgs as whole units,Supply tams larger then 10 galons(38 U abet be placed not exceed 1000 assem feet(929 m 1 Drl The i pphg shat divide the ea of to apace Into pace dewy Where a window is provided as the eemergency escape and rescxue,oper a it S hll have a al height of 8 itches(2013 mm)from the BACK TO TO exposed grourhd less than 5 feet f1524 rill from any fire or flame either wiMih or external to any hseWurig ismaroe. not Mae than 44 ides M1B mull above the floor;where the all height is below grade,it shall be R31M2 Landings reputed 3.Sls and sleepors on a concrete a rmaso ry slab that is h direct contact with the ground unless equal areas.Where the asseembly Is denclosed by a floor membrane above and a caing membrane provided with a window wet ion accordance with Section There shell be a floor a lending at the top and bottom of each ramp,wheere doors open onto ramps, separated from such slab by an impervious moisture barrier. M2 OM Outside above-ground tanks. beelow,draftstoppmg steal be provided h floor-celno assembles under the foowhg circumstances: t ls sus under the floor frthmirtg and where ramps change dlrectlona The width of the kvmdhg perpendbu/ar to the rang elope anal be 4.Thine ends of wood gFdera entdoring exterior masonry a concrete wale having deareraes of less than Tanks hstealed outside above grand dahai be a mirimxm of 5 feet Ci524 mm from an adjokig property 2 Floor Is sus a exit undeed of truss-type open-web or pertaated merthbers 831023 VVhdow wells. not less than 36 Inches(914 mN. /Inch(12.7 rmrn)on tope,sides and ends. line. Such tanks shell be suitably protected from thhe weather and from physical damage.M2201.3 The horizontal area of the window well shhal be not leas than 9 square feet(0.9 m ),with a horizontal 5.Wood sichg,sheathing and wet framing on the exterior of a bulking having a deeavanee of leas than udergroud tanks. 8302121 Materials projeection and width of not less train 36 Inches(914 M J.The area of the wndow weel shall&lbw thhe 83118.3 Hlendrais required. 6 fiches(152 min)from the grand or less then 2 Inches(51 mm)treasured vertically from concrete R30P-1.1 Ma rials.ials shall be trot less than V2 iah(12T min)gypstm board 3/8 ich(9.5 mm) emergency escape end rescue openig to be fully opened. Handrails shelf be provided on not less than one side of ramps exceeding a slope of ane unit vertical n steps,porch dabs,patio Wabs and similar horizontal surfaces exposed to the weather. SECTION M1502 wood structural panels s other approved materials ad(17-7 m atuppsum Draftst/8 An shall be hstsled Exeeptbn The ladder a steps required by Section 831023.1 shat be pdemetted to encroach not more 12 nits horizontal(8.33-percent alopel 6.Wood structure members supportio moisture-pemeahle floors a roofs that are exposed to the CLOTHES DRYER E)4iAUST PROJECT: wood l tr the floor esnig members urease of rials a approved by the buDraf official.The Integrity le then 6 inches(152 wO into the required dimensions at the window wet weather,such as concrete or masa ry slabs,unless separated frau such floors or roofs by an M1502.1 Geeneral. the !lel to the shat ra ming mored SECTION RM GUARDS AND MWW FALL PROTECTION nhpervbuia moisture barrier. Clothes dryers shelf be exhhausted n accordance with the mardackma Instructions. Roberts Premie r 11310.2.3.1 Ladder and steps. 7.Wood funhg strips a other wood trarri g;members attached direectly to the Interior of exterior 830213 Fre protection of tlocra Window well with a vertical depth greater than 44 kches(tt16 miri)shall be equipped with a 83121 Guards, ma wale a concrete walls below ade exc t where an Floor adesere pus thirst are not required seksewhhere Yin this cede to be vie-resistance reteQ shell be affixed ladder a st usable with the window n the sorry or eP sapprowed vapor retarder ls appted exhaust systtem shall be stems perrharterhty ops fully open posftlon Ladders a steps Guards and be provided n accadarce with Sections R312t1 between the wall and the firing strips a framing memtera Dryer sys Independent of al other systems and shat convey thine mdsiure to the D e ve I o p e m e n t L L C provided wine V2 troch not equ gypsum wallboards cod ons,5/$ e-re st null wood hall be al required by this seection shsl not be required to campy with Sections R3T17 Ladders or rungs shsl outdoors ed R4013 Drainage. Exception:This section drat rat appy to fisted anti labeled co densi g(ductless)clothes panel membrane,or equivalent on the underside of the floor framing meember.Penetrations or openigs have h Inside width of not less than 12 inches 18 ticha shd project not less Men 3 fides a 11 Guards sheers r edryera fa ducts,wants,seleotrioel outlets.Igltthg,devices,dx,rerekes,wkees,speakers,aahapek piptg and ashlar from the wail and steal be spaced not more than 1s bees(457 mrJ on center verticdy for the hl Guards shat be heated ei«ng open-sided weWrg surfaces,hcludrg stats,ramps and landnog,that are sulace drainage anal be diverted to a storm sewer cahVeyerae a other approved pont of cctocilon 465 Mailer Ct. hhelght of the window weeL located more than 30 Inches(762 rmJ measureed vedbay to the floor or grade below at any point that doees not create a hazard Lots shhal be graded to drain surface water away from foundation wsls, W5023 Duct termnation. openings or pe netrations shall be permitted wiMen 36 Inches(914 mm)horizortaly to the edge of the open sidde.Insect screening shol not be The grade shat fd a mini um of 6 inches(152 tmJ within the fist 10 feet(3048 mrJ. Exhhaust ducts shed teen inate on the outside of the bulding.Exhhaust duct terminations shhel be h Southold, NY 11971 t Floor assembles located directly over a apace protected by an automatlo aprikler system h R31=2 Drainage. considered as a guard. Exception Where lot Ines,wals,slopes a other physical barriers prohibit 6 inches(152 min) of fall accordance with the dryer manufacturers nstalation hstruotbna If the manufaoturer?s hstruotbns do accordance with Section d direr NFPA to a other approved an autom tic sp in system Wndow wells shd be designed for proper damage by connectng to the buldrg's foundation drainage within 10 hoot(3048 m ),drains a swabs shat be constructed to ways drainage away frau the not specify a termor nation location,the exhaust duct&hal terminate rat less then 3 feet(944 mm)n any 2 Floor ce wit teS heated directly over a crawl space not Intended en storage a fuelm system reed by Seo R405.1 or by an approved alernative method 831212 Height structure.I pervious surfaces within 10 feet(3048 min)of the bui ding foundation shelf be sloped a direction from openings Into buikkhgs.Exhaust duct termhatfons shall be equipped with a bakdraft Z Floore8 Exceptio:A drainage system fa window wells is not recuired where the foundation Is on well-drained Required guards at opori-sided wal i g surfaces,ncl di g stake,porches,bebeNes a lan i gs,abet be mhirxm of 2 percent away from the bulding damper. Screens shall not be hstaled at the duct temination. DATE 5/4/21 3.Portions of floor assemble,sorbet be peemithed to be unprotected where ccmpyig with the fold so or sendgraveei mixture sob In accordance with the United So Classification System,Group I Soils, not leas than 36 noes MU min)h height as measured verticay above the adjacent wakig surface wtv as detailed h Table 8405.1 c the We connectig the leading edges of the treadds. R404•t6 1430HT ABOVE FilJSw I D GRADE• SECTION Mt5o3 PROJECT N0. 21!025-Roberts 3.l.The aggregate area of the uryxotedeid portions does not exceed 80 square feet 0.4 m)per stay Exceptions: Cacrete and mesorry foundation walls snap extend above ttha used grade adjacent to the RANGE WOODS 32 Fireeblockthp h accordance with Section 11302111 ls hstaleed slag the peefieter of the R310.4 Bars,grin covers and screens, t Guards on the open sides of stats shall have a height not less than 34 Inches(W4 min)measureed foundation at sl points a minimum of 4 Yahes(102 mm)where masonry veneer Is used and a minimum W503.1 General. unprotected patina c separate the Seaton 1130 Itl Is I sten the ng the p ri the toot assembly. Bars,griles,covers,screeons a siMar devices are pderrmitteed to be placed over emergency escape and verticay from a line correcting the leading edges of the treads. of 6 hdhes(152 wo eelsewheree. Range hoods shed discharge to the outdoors through a duct The duct aw,ig the hood shall have a DRAWN BY MS u Wood floor rtionnrentes using dhe unpr tribe a structural a lernber equal r s greater than resew oP bukhead enclosures,a window well that seerve such openings,provided that the 2 Where the top of thhe gusard serves as a handrd on the open sides of stats.the top of the guard smooth Interior surface,&hal be all tight stat be equipped with a badkdraft damper and shall be Co mposit mi ion m net dear opening size carrptes with Sections R310.t1 ,and such devices and be reteasade shat be not less than 34 inches(864 nrO and rot more than 38 Inches(965 mN as measured 404.17 BACKFILL PLACEM34T•. Independent ofd other exhhaust systems.Ducts serving range hoods sial not terminate in an attic or 2-Inch by 10-nth(50.8 mm by 254 mull nominal d&menskx%a other approved floe assembles Baekfl shhelf not be a asst the wd until the wet ha,sufficient stn space a areas hide the txl CHECK BY. MS deornonatra alert fie arnaraeu a reemovahle from the Inside without the use of a key,tool,special Ivawledge a force greater Mian wartloay from a Ire caxhectkg the leading edges of Mire treads placed g dertgthh and tons bear anchoreed ding. equiv P� that required for the norrmal operation of the escape and rescue openig to the floc above.a has bow sufficiently braced to prevent damage by the baddE Exceptbrc Where Installed h accordance wfth the manufacturers Instructions,and where mechanical a DWG NO, SECTION R3W LIGHT,VENTLATM AM) HEATING R312.t3 Opening Mtatbns. natural ventilation is otherwise Provided,listed and labeled ductless range hoods shhal rat be required to SECTION R311 MEANS OF EGRESS Required guards ahhet rot have openings from thhe waking surface to thhe required guard height that SECTION R406 FOUNDATION WATERPROOFING AND DAMIPPROOFNG discharge to thhe ouutdoaa 83031 Habitable roans slow passage of a sphere 4 Inches (102 min)h diameter. Habitable roans seal have an aggregate gig area of rpt less than 8 percent of the floor area of R31t1 Means of egress• Exceptions: R408.1 Concrete and masa ry foudation danpptoofhg. such rooms.Nature l have an and bee Glazi windows,skylights doors,lowers or other approved Dwefrhps sinal be provided with a means of egress h accordance with this section Thhe means of 1 Thhe triangular openings at the open aide of stair,famed by the riser,tread and bottom ral of a Except where requireed by Section R4062 to be waterproofed, ^_�^ openings to iia outdoor ati Such ll be the shsl in provided with ready access a abet otherwise be egress shall provide a contkxaus and u obstructed path of vertical and horizontal egress travel from sl guard,shsl not slow passage of a sphere 6 aches(153 mm)in diameter. fo ndation wall thhat retain earth and enclose Interior spaces and floors below grade &A be RM223(840223)Eave Baffle. (v- 1 op efy s to tfeple td the buMig ooapants The ep rovie area to the a cess shah be not less than Portions of the dwelling to the required egress door without requiring travel though a garage.The 2 Guards an the open side of stats shat rot have openings that slow passage of a sphere 4 3/8 dampproofeed from thhe higer of(a) the top of the footing a(b)6 Inches (152 min)below the top of For sk-permeable Insulations in vented attics,a baffle sihe l be installed adjaceent to soffit and save 4 percent of the floor area be V ccu a int requ red egress door shat open direectly i to a public way a to a yard a taut that opens to a pubic I Iles(111 mrd it diameter. the basemeent floor,to thhe fi ished grade.Masonry wets shelf have rot less than/Inch(9.5 mm) vents.Baffles shsl maintain an opening equal a greateer than the size of the vent The baffle steel way, portend cement pargltg applied to the exterior of the waL!The parging sal be dampproofed h extend over the top of the attic Insulation The baffle shsl be permitteed to be any solid material R3=4 Exterior plastic composite guards. accordance win ae of the folowYma SCALE SHT.NO. 1 The glazed dress need rot be openakle where the opening ls rot regaled by Section 8310 and a AM Egress door. Plestb composite exterior guards shall comply with the requirerments of Section 8317.4 t Bituminous coating. whole-house areas nel ventilation system ls installed h accordance with Section Maio Not lass then one egreas door shat be provided for each dweMg unit The egress door shall be 2 Three pounds per square yard(163 kg/m)of so*modified oeerent AS NOTED side-tinged and shelf provide a clear width of not less than 32 hdhes(813 MW where measureed