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HomeMy WebLinkAbout47763-Z :rte" . Fol�-coG� Town of Southold 2/12/2023 y� P.O.Box 1179 o - �' x. 53095 Main Rd W�'y.Jj01 Sao& Southold,New York 11971 CERTIFICATE OF' OCCUPANCY No: 43 845 Date: 2/12/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1750 Haywaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/24/2022 pursuant to which Building Permit No. 47763 dated 4/29/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including;deck,covered porch and"as built"recreation room in basement,to existing single family dwelling as applied for. The certificate is issued to Raad Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47763 12/14/2022 PLUMBERS CERTIFICATION DATED u ri d Signature �o�su�Foa oTOWN OF SOUTHOLD BUILDING DEPARTMENT 0 .4 TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47763 Date: 4/29/2022 Permission is hereby granted to: Raad, Richard 1750 Haywaters Rd Cutchogue, NY 11935 To: legalize as-built finished basement and to construct additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1750 Haywaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-6-18 Pursuant to application dated 2/24/2022 and approved by the Building Inspector. To expire on 10/29/2023. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $382.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $230.40 Total: $662.40 ilding Inspector SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(�D-town.southold.ny.us Southold,NY 11971-0959 �QIyCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Raad Family Trust Address: 1750 Haywaters Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47763 Section: 1 1 1 Block: 6 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Notes: New Back Wall and HW Heater Inspector Signature: Date: December 14, 2022 S. Devlin-Cert Electrical Compliance Form so TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 C,�,k INSPECTION FOUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING k��FINAL X-S , 64- FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: &4'atht, 0 u DATE INSPECTOR ho�aOF SOUIyo� } # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm `' 631-765-1802 INSPECTION [ F UNDATION 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: 4-u mom, `� �VL�- ►f•�v t(�s a Gl �I�i o� 0� �L s a At�% DATE ����� aa- INSPECTOR ho�NOF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cnuMv��'' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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: 0I1 d )S \ 1 SV A DATE INSPECTOR OF SOUIyo� * 'TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `y^ourmI�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fI 1Po�� '� pU I J� ak- 4v dvv'e K DATE 9' 'oda- INSPECTOR - -------- -- �o�apFSOUTyo� 47763 7✓V / wy # # 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: DATE INSPECTOR ` OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I I�yU "1 �n' D In olz -, 4p eA66-e, DATE 10"le' INSPECTOR -77 ho��OF SO(/T�o6 tv oj' # f TOWN OFSOUTHOLD BUILDINO DEPT. °ycoum, 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) 4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i4w DATE INSPECTOR l� O � �_ pF SOUK,° TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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 REM RKS: l I • Wt knQ Joe) DATE yrs INSPECTOR r C ` ,�•' �, •ate _-- - -- ��,,-E` F\ W TTI 14 4Z4 WU 1 �• 01 �(� ��• o` j�` 'r• oO O Y I- 40 T� „' P •ate tp V II P' o •,` i.F Or. AG/17��,v �� �ao �0 4' P We A� I A ; r. (7JG7�,Ja`r . i i �, ttYv • t.r t � Q A k 4 a� i j ki 1:25 .� • ir r 4 . ,? R' 1 ,I . v 4 a I'?.SC limey ol cj s t r" aa- 8 P t r, r tea.. m FIELD INSPECTION REPORT DATE COMMENTS n J� o FOUNDATION (1ST) -------------------------------- FOUNDATION (2ND) z �v u oldG o79- y ROUGH FRAMING& PLUMBING � , � lames op k - 1 0'1 10l e' 117,37v/a#ion Ort Gid- cru.// I* &04,=t 4-6 e-®ver - r INSULATION PER N.Y. STATE ENERGY CODE 1 fpill GV14 PMC CA kt dA AAm exO S FINAL ADDITIONAL COMMENTS cv7 S- l5- -Io. Sas mss alv �s - z f s-D o � b N CJ z x H x d �7 b H o�guffOC�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® E lin (1 I �j PERMIT NO. ��`� Building Inspector: / X J FEB 2 4 2022 Applications and forms must be filled-out in their entiretyI . Incomplete BUILDING Dtt'I. o applications will not be accepted. Where the Applicant'li not the owner,an TOWN OF sOUTHULD Owner's Authorization form(Page,2)shall be completed.- Date: ompleted.Date:02/07/2022 OWN ER($)OFPROPERTY: :" Name:Mary and Richard RaadSCTM#1000-111.00-06.00-018.000 Project Address:1750 Haywaters Rd Cutchogue, NY 11935 Phone#:516-984-785 Email:mraad5l @yahoo.com Mailing Address:1750 Haywaters Rd Cutchogue, NY 11935 CONTACT PERSON:' Name:Mary Raad Mailing Address:1750 Haywaters Rd Cutchogue, NY 11935 Phone M 516-984-785 Email:mraad5l @yahoo.com 'DESIGN PROFESSIONAL INFORMATION: Name:Michael Angplone PE Mailing Address:4 POND PLACE OYSTER BAY N.Y. 11771 Phone#:516-922-2024 -Fmail:angel1ss@verizon.net CONTRACTOR INFORMATION: Name: 1'ir1rC Mailing Address: a�5' � Phone#: _ Email DESCRIPTION OF PROPOSED CONSTRUCTION . El New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other rear'story addition and rear deck $75,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 nonconforming lot 280-124 this property? Dyes @No IF YES, PROVIDE A COPY. Check Box After Reading: the owner/contractor/design professional is responslble for all drainage and storm water Issues,as provided by. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees.to comply with all applicable laws,ordinances,b'llding code, housing'code and regulations and to admit•authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are. punishable as,p Class'A Misdemeanor.pursuant to Section 210AS.of the New.York State Penal,Law. Application Submitted By(print name): Q� �. T�'�J ❑Authorized Agent @Owner . 1 Signature of Applicant: Date: a -a STATE OF NEW YORK) COUNTY OFr-t c.'�/1����o,,��QQ�� ) M r.• 1K.V Ab being duly sworn,deposes and says that(s)he is the applicant (Name of)individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �3 day of 2 rt arq 20�� Notary Public DARLEPROPERTY OWNER AUTHORIUSH ZATIO Not Public NSta eRofNewYork NO.010R6318051 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Jan 20,2023 I, residing at V do hereby authorize to apply on my behalf to the Town of uthold Buy Ing Department for approval as described herein. (31 -93- 02 0 e y n ure Date ri t Owner's Name 2 Town BdAnnex 54875 MaiaRoad T 1)M1802 P.O Box 1179 SwAWKNrlW1400 SEP 1 .9 2022f B[KD=DEPASTMW]'T - TbWN OF$OUTSOLD BUILDING DEPT. i j,.iCATION FOR ELECTRICAL 1 SPEC TOWN OF SOUTHOLD REQUESTED BY n-Z-16,&: iv Company Name: d cj< Name: Lkxme No.: (�, - A;1 L✓ dress: Phone No.:. (o 1 . /�/ C(b 5 JOBSITB INFORMATION: (Indicates requ'rned Information) *Name. .�/�� i *Address: /'75 C �} i /ZS' • i *Cross Street - *Phone No.: Permit No.: �,17-j7 Cv S (. Tax-Map District 1000 Semn: w gam; Lot `BRIEF DESCRIPTION OF WORK(Please Print Clearly) Ptease Ord*AN That Apply) Is job ready for in n: YES/10 Rough In Ff W 'Do-you need a Temp Cerdlicate: " S t NO ramp biFormatlon(If needed) Service Slee: 1 Phase 3Phase 100 150 200 300 3W . 400 Other New Service: Re-wnrAm t Undoground Nw*w of Change of Servloe overhead dditionai In(onmeWn: PAYMENT DUE WrrH ON /Z i C1t,CT��i�h' L42 ey/� �L r .82" for kaspedon Form `d Cza a� ��a TOM IAB Anmx ,. T 1)765-1$02 "MNWWRoad t P.O.Banc 1179 SoudwKNY119714M DR. SE 1 9 2022 : BUUMMGDEPART i. TOWN OF SOUTHOLD BUILDNG DEPS'. AEPUCATION FOR ELECTM9 M iON TOWN OF SO OLD REQUESTEDBY . pany Nam: Name: License No.:Z dress: e No.: JOBSITE INFORMATION: (Indicates required inkmrrnation) � *Name: *Address: 0 e *cross Sires 'Phone No.: Permit Nei.: Z-117-i'7 & --E> �- rax-Map District~ 4000 Section: Biocte:q Lot: `BRIEF DESCRIPTION OF WORK(Piero Print Clearly) # Please Cir+ede M That Apply) Is job wady for inspeeon: �YES/� RotrBh!n Final 'Do-you need a Temp Certificate: YES/NO temp tnforrnedon Qfneeded) Servide SIM. 1 Ph a 3PhMM 100 450 200 300 350 400 Other New Service: Roamnect Undergrurd Nwnber cf Meters grange of Service Overhead ►ddltienal Information: PAYMENT DUE WITH APPLICATION 1 _ 82 {for kopedw F®an 25l� c �- l d.z . ,_-.,.,_. . ,I '.,. ., . r > L" .,: , � ��' . s , }., 1 u,r r yo1 I "_ I I 11 „_ ° , , .” T, .., fi1. ` '.:: ': - ... x � 11 1 I t a 'I + : ,.. _ � I I I � I I,, I � , , , - ,I , �, '' , q � ,�I r , , -:- :, a I'll1F.,f,,:. - l 1,' l - ,. F , .: �:...,. " .r:.. Y ,:'..,1 ,. ... „. '. > ,: ,. 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NOT I-ouNr>) _ LEACHING l'1 ::,"•-�- : � ri5 ppougc,NY 1 1788 PLIDLIC WATER root " IVa�R ;631.435.111 I F31_Q(:K G> 0 631,435.1022 TAX LOT 16.1 LEACHING _ www,bbVpccan POOLr i - _ --- -- �•®^�..-^-.-^.^.-.— -- ®..m ... PUFMIC WATER D WF_'LI_INC: B Tax Map: 1t5MVf 1000 SLCHON111 131.10CK 6 LUT 1S } PI�OPERTY =A \_ M- Ta CUTCHOGUE wa OF StAm K31J) _ SUF<"cAlli Iff1 my SAMMY& cbp� WATER SUPPLY w�ma+d.adelacam and.od� _c 2014 BBV PC 1�(731513I 1(1,=I A Pa 311' A14OW/( 2 �1tl ACR V CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) lk. ' 0222/2022 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 poliey(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; Katie Jackson Melissa Daley �rNE . 631-821-2200 No; 631=821-2296 85 Echo Ave E-MAIL ADDRESS: Katie.Jackson@American-Natiohal.com Suite 2 INSURERS AFFORDING COVERAGE MAIC# Miller Place NY 11764 -INSURER A: United Farm Family Insurance Company 29963 INSURED INSURER B Edward Gatto Inc INSURER C: 275 Bayer Road INSURER D. INSURER E: Mat ituck NY 11952 INSURER F: COVERAGES CERTIFICATE-NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP IND WVD POLICYNUMBER MMIDDNYYY-) (MM/DDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY 3102X4379 02/07/2022 02/07/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TCLAIMS-MADE R OCCUR 0 ENTED PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL$ADV INJURY $ 1,000,000 GGEEN'LAGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY[:]JEST LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ IF,accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUT ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A '(Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under .L. DESCRIPTION OF OPERATIONS below EDISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 1D1,Additional Remarks Schedule,maybe attached if more space is required) Residential Carpentry CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 50983 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, New fork 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED.REPRESENTATIVE / ©1988-2016ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 1501 a ,L] A A A A A A 113528926 EDWARD GATTO INC 275 BAYER ROADrr .` ., MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER EDWARD GATTO INC THE TOWN OF SOUTHOLD 275 BAYER ROAD 53095 MAIN RD MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11088153-0 67438 08/06/2021 TO 08/06/2022 2/22/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1088153-0, 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:IIWWW.NYSIF.COM/CERT/CERTVAL.A$P.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. EDWARD GATTO PRESIDENT OF EDWARD GATTO INC (A ONE PERSON CORP) 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 SU NCE FUND DIRECTOR,INSURANCE.FUND UNDERWRITING VALIDATION NUMBER:637115185 YORK Workers! OF INSURANCE COVERAGE STATE 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 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured EDWARD GATTO CONSTRUCTION INC (631)834-9180 275 BAYER RD MATTITUCK,NY 11952 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is speciacally limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 113528926 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"I a" SOUTHOLD,NY 11971 DBL 5125 32-4 3c.Policy effective period 08/18/2021 to 08/18/2022 4.Policy provides the following benefits: ® A.Both disability and paid family leave benefits F] 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 2/22/2022 By 1� � �y( /p�•� (Signature of insurance carrier's authorized representative or NYS Ucensed Insurance Agent of that insurance carrier) Telephone Number(866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 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 4B,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, DB 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 Now 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 Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.9. Insurance brokers are NOT authorized to issue this form, DB-120.1 (10-17) Certificate Number 676922 Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box"la"for disability and/or paid family leave.benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse �aa� z ay 2Z Suffolk County Dept,of Labor,Licensing&Consumer Affairs rl ' ' S HOME IMPROVEMENT LICENSE Name EDWARD GATfO _ Business Name This certifies that the nearer is duly licensed EDWARD GATfO INC :)y the County of Suffolk License Number:H-34486 Rosalie Drago Issued: 03/01/2004 Commissioner Expires: 03/01/2024 Generated by REScheck-Web Software Compliance Certificate Project 1750 Haywaters Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1750 Haywaters Ralph Michele Michael Angelone Cutchogue, NY 11935 RJM Designs Michael Angelone PE 7 Old Landers Ct 4 pond place Smithtown,NY 11787 oyster bay, NY 11771 5168185368 516-922-2024 ralph@rjmdesignsny.com angeliss@verizon.net �se� Using UA s .ff Compliance: 8.3%Better Than Code Maximum UA: 24 Your UA: 22 Maximum SHGC: 0.40 Your SHGC: 0.31 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. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or covity Cont. Ceiling: Flat Ceiling or Scissor Truss 120 30.0 0.0 0.035 0.026 4 3 Wall:Wood Frame, 16"o.c. 125 15.0 0.0 0.077 0.060 7 6 Door:Glass Door(over 50%glazing) 20 0.280 0.320 6 6 SHGC: 0.32 Window 1:Vinyl Frame SHGC:0.30 g 0.270 0.320 z 3 Floor:All-Wood joist/Truss 120 ,r0.00�0 0.029 0.047 3 6 Compliance Statement: The proposed building design described here isrcphr stent' hrthetb i cling plans,specifications,and other calculations submitted with the permit application.The proposed buildlg hZbeen` eslgne�d�oeet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandato/y'req�iir�"ments listec�irf t e REScheck Inspection Checklist. / 1 Michael Angelone r --' n. }`? ', � 04/16/22 Name-Title Signe are �{ ' ,{, ' Date 053 FES 5 3 FES5I Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Section Plans Verified.. Field Verified. . # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value . Va'lue , 103.1, ;Construction drawings and ❑Complies 103.2 (documentation demonstrate 313Does Not [PR1]1 ;energy code compliance for the C !building envelope.Thermal ❑Not Observable envelope represented on i.:> ", $❑Not Applicable ; ;construction documents. 103.1, 'Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for f' . 'a ❑Not Observable [ 3]1 Systems se ng mand aultiple nical systems. + :i❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 4 302.1, Heating and cooling equipment is; Heating: Heating: :❑Complies 403.7sized per ACCA Manual 5 based Btu/hr Btu/hr T❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: ❑Not Observable (91" Manual J or other methods j Btu/hr j Btu/hr approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) ?3 Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 2 of 9 Section # Foundation Inspection Complies?, Comments/Assumptions & 116q.11) , 303.2,1 !A protective covering is installed to ❑Complies [F011]2 i protect exposed exterior insulation ❑Does Not 6„ ;and extends a minimum of 6 in. below grade. T❑Not Observable ❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not u I ;❑Not Observable; UNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1 3'J Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 3 of 9 ,Section Plans Verified '; Field Verified # Framing%Rough-In Inspection . Complies? Comments/Assumptions. &Req.ID Value ::Value 402.1.1, !Glazing U-factor(area-weighted ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, I average). ❑Does Not ;table for values. 402.3.3, 402.5 I❑Not Observable (FR2]1 ❑Not Applicable I ; 303.1.3 ;LI-factors of fenestration products ".'. ;:.: %:y❑Complies ; [FR4]1 ,are determined in accordance ❑Does Not ;with the NFRC test procedureor I "% _' ❑Not Observable ;taken from the default table. (' )❑Not Applicable 402.4.1.1 .Air barrier and thermal barrier �,❑Complies [FR23]1 ;installed per manufacturer'sx l❑Does Not ;instructions. 1 : ` ,, ❑Not Observable ;❑Not Applicable 402.4.3 Fenestration that is not site built t.: :'; ' s❑Complies [FR20]1 is listed and labeled as meeting ..` ; ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC �'` 3❑Not Observable , 400 that do not exceed code j ' `` ~' "EINot Applicable ; limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16 z ,sealed at housing/interior/interior finish %: ,` 1. 9 ; ,; ❑Does Not ;and labeled to Indicate X2.0 cfm c• :,;.;`<`;., leakage at 75 Pa. r• ;,, [:]Not Observable '` ,`° ❑Not Applicable 403.3.1 ;Supply and return ducts in attics , ❑Complies 5.; [FR12]1 ;insulated >= R-8 where duct is ;`, , :`•:.'::- .}❑Does Not j>= 3 inches in diameter and >_ ;R-6 where< 3 inches. supply and ;.. : ;i❑Not Observable .return ducts in other portions of '' �❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 :' ;for<3 inches in diameter. 403.3.2 Ducts, air handlers and filter I' ❑Complies [FR13]1 ;boxes are sealed with ,. ❑Does Not ;joints/seams compliant withco 1 " J International Mechanical Code or 2, []Not Observable International Residential Code, as: ` ;> " ,„J❑Not Applicable j applicable. ' , F Building cavities are not used as ; ;,,❑❑Complies ducts or plenums.[FR15:]3` j1': ' Mp p Does Not ` 1❑Not Observable ; '❑Not Applicable 4033:6( 1 Ducts partially or completely ”' ` ❑Complies 2 +i,;' ;, buried in ceilinginsulation have . �., f ;#❑Does Not (FR26]3 an insulation R-value not less Not Observable ' than R-8,the sum of the ceiling ❑ insulation R-value against and #'- 4', '_❑Not Applicable above the top of the duct,and r i against and below the bottom of : ; "I the duct,is >=than R-19, ` excluding the R-value of the duct .� Insulation, S F• 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '!3, Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Rough-11h Inspection Complies? Comments/Assumptions & Re .ID Value Value - 403:3.7 Ducts declared to be within the '• ;;,..i❑Complies [FR21813 conditioned space are either 1) k, ❑Does Not • completely within the continuous air barrier and within the building 1❑Not Observable �• thermal envelope,2) buried ,. ;❑Not Applicable ; within ceiling insulation in i accordance with Section l E R403.3.6 and the air handler is 1 located completely within the . continuous air barrier and within I` is ! the building thermal envelope and the duct leakage is <= 1.5 i cfm/100 square feet of 1conditioned floor area served by �• ) the duct system,or 3)the ceiling „ insulation R-value installed I against and above the insulated } # duct>=to the proposed ceiling €' y insulation R-value, less the R- ' value of the insulation on the 403.4 ;HVAC piping conveying fluids R- R- ❑Complies [FR17]2 I above 105 QF or chilled fluids ;❑Does Not I below 55 QF are insulated to zR- UNot Observable 3. ❑Not Applicable 403.4.1 'Protection of insulation on HVAC ,. ❑Complies [FR24]1 piping. i ;❑Does Not 00 ❑Not Observable ' ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- R- '❑Complies [FR18]2 a11-3. :❑Does Not ![:]Not Observable ' , ❑Not Applicable 403.6 Automatic or gravity dampers are,' §❑Complies [FR19]2 y installed on all outdoor air ;" ❑Does Not i intakes and exhausts. ? 1❑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: 1750 Haywaters Report date: 04/16/22 Data filename: Page 5 of 9 Section Pians Verified Field Verified # Insulation Inspection " Value Value Complies? Comments/Assumptions. & Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values i ❑Does Not 611 ;provided. I !❑Not Observable 1 ; s❑Not Applicable j 402.1.1, ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 1 ;❑ Wood ❑ Wood '❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel U i ;❑Not Observable I ❑Not Applicable 303.2, ;Floor insulation installed per i '❑Complies 402.2.8 manufacturer's instructions and r ❑Does Not [IN2]1 ;in substantial contact with the I j []Not Observable CO) ;underside of the subfloor, or floor ;framing cavity insulation is in ❑Not Applicable contact with the top side of 1 Isheathing,orcontinuous 3 Insulation is installed on the r underside of floor framing and ,extends from the bottom to the top of all perimeter floor framing i t members. k 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the ;❑ Wood ❑ Wood i❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 ;exterior,the exterior insulation Mass E] mass ;❑Not Observable requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ;❑Complies ; [IN4]1 I manufacturer's instructions. +❑Does Not ❑Not Observable ' ❑Not Applicable j Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 33 1 Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 6 of 9 SectionPlans Verified Field Verified `-: # . Final Inspection°Provisions Complies? Comments/Assumptions & Req.ID Value Value 11 402.1.1, ;Ceiling insulation R-value. R- R- E❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel j❑ Steel 402.2.6 ❑Not Observable [FI1]1 ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. l ?❑Does Not [F12]1Blowninsulation marked every ; ❑Not Observable 300 ftZ. ?i❑Not Applicable 402.2.3 ;Vented attics with air permeable j❑Complies [FI22]2 ;insulation include baffle adjacent Does Not j to soffit and eave vents that !extends over insulation. 1, ",f❑Not Observable ; 7 , ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 :insulation zR-value of the UDoes Not adjacent assembly. : ; ;[__]Not Observable j :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = •,❑Complies [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 [17127]1 :determine air leakage with ftz ftz ;❑Does Not ;either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handier ,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 !handier enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ;,handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 'Air handler leakage designated ❑Complies [924]1 !by manufacturer at<=2%of +, 3❑Does Not ;design airflow. ;❑Not Observable ❑Not Applicable 403.1.1 'Programmable thermostats 30Complies ; [FI9]2 installed for control of primary ;❑ j Does Not $. . heating and cooling systems and a ;initially set by manufacturer to i❑Not Observable code specifications. y • . ;❑Not Applicable 403.1.2 )Heat pump thermostat installed ', ;❑Complies [FI 10]z jon heat pumps. !. ;❑Does Not 1 �❑Not Observable ❑Not Applicable 403.5.1 !Circulating service hot water !. ,,❑Complies [FI11]2 ;systems have automatic or 1, . . ;❑Does Not accessible manual controls. ❑Not Observable ; 3 . " ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 7 of 9 I Section Plans Verified Field Verified # . Final Inspection Provisions Value Value Complies? Comments/Assumptions, & Req'10 403.6.1 All mechanical ventilation system "[]Complies [FI25]2 ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ! Viand airflow limits per Table y❑Not Observable 111403.6.1. s❑Not Applicable 403.2 !Hot water boilers supplying heat {{ El Complies [F126]2 through one-or two-pipe heating i " a❑Does Not systems have outdoor setback control to lower boiler water I❑Not Observable temperature based on outdoor !, i❑Not Applicable ; temperature. 403.5.1.1 J Heated water circulation systems ❑Complies [FI28]2 !have a circulation pump.The ❑Does Not system return pipe is a dedicated }` I return pipe or a cold water supply ❑Not Observable !pipe. Gravity and thermos- I ', ❑Not Applicable syphon circulation systems are i not present. Controls for ;:} circulating hot water system pumps start the pump with signal i ifor hot water demand within the ioccupancy.Controls I automatically turn off the pump !when water is in circulation loop is at set-point temperature and 3 no demand for hot water exists. I 403.5.1.2 Electric heat trace systems .❑Complies [FI29]2 comply with IEEE 515.1 or UL i :i❑Does Not 515. Controls automatically > " ❑Not Observable adjust the energy input to the - heat tracing to maintain the j❑Not Applicable !desired water temperature in the .• ! piping. 3 403.5.2 Demand recirculation water ,_i❑Complies (F130]2 systems have controls that ❑Does Not manage operation of the pump I and limit the temperature of the ( ❑Not Observable `']❑Not Applicable r water entering the cold water ; PP !piping to <= 1049F. 403.5.4 !Drain water heat recovery units `" ❑Complies [F131]2 4tested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat I' ❑Not Observable recovery units<3 psi for �.' ?;'. :-'" ❑Not Applicable j individual units connected to one ( > 'or two showers. Potable water- 1 side pressure loss of drain water heat recovery units < 2 psi for ; {individual units connected to {three or more showers. 404.1 ;90%or more of permanent ;,, . ;�❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ( :. I]Not Observable j ;❑Not Applicable 404.1.1 Fuel gas lighting systems have i ❑Complies [F123]3 . no continuous pilot light. ❑Does Not r ❑Not Observable ' ❑Not Applicable 401.2 Compliance certificate posted. '}❑Complies [FI7] I ❑Does Not + 1 !❑Not Observable p." .;I❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 8 of 9 Section Plans Verified 'Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 303.`3 •; Manufacturer manuals for .,;,OComplies [FI18I3 I mechanical and water heating V- )EIDoes Not systems have been provided. I is JpNot Observable INotApplicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1750 Haywaters Report date: 04/16/22 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Window 0.27 0.30 Door 0.28 0.32 CoolingHeating & Heating System• Cooling System• Water Heater• Name• Date• Comments gad GENERAL NOTES GENERAL CONDITIONS FOUNDATION NOTES: • a CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR • BACKFILL BELOW F CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. ALL EXTERIOR WALLS SHALL BE 2"X 4"S @ 16"O.C.WITH FIRE ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING OOTINGS IF REQUIRED,SHALL BE DONE W/CONCRETE PROPOSED ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND HAVING A 28 DAY COMPRESSIVE COMPRESSIVE STREENGTH OF 3 000 PSI(ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT STOPPING. PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY RUBBISH REMOVAL. (141 v ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 - ALL FOOTINGS SHALL HAVE A MINIMUM OF T-0"'OF COVER DRAWINGS.ANY WORK. REQUIRED TO BE FLUSH. PLUMBING CODE OF NYS&2020 SPECIFIED ON THE DRCONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO I ADDITION FLEL&GAS COD OF NYS) ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. - PROVIDE WARNAK,IONE-KOTE'WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE CONTRACTOR TO VERIFY THE EXISTENCE AND STRUCTURAL ROOF FRAMING RAFTERS SHALL BE AS SHOWN. ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 112"THICK ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB - PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR GYPSUM BOARD. CRAFTSMANSHIP BY ALL TRADES CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND ALL DOOR AND WINDOW HEADERS SHALL BE 2.2"X 10"S FOR SPANS DISCREPANCIES OR OMISSIONS TO THE OWNER. - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR TO 6'-0",LARGER SPANS SHALL BE AS NOTED. ALL BATHROOM WALLS TO BE COVERED WITH 112"THICK SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS COMPLETELY BY THE CONTRACTOR i WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. AND OF WORKMANSHIP WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE REPLACED AS REQUIRED. ALL EXTERIOR SHEATHING SHALL BE 112"THICK EXTERIOR GRADE CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE • VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON 1750 HAYWATERS RD ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH PLYWOOD. TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO - ALL WOOD MEMBERS IN CONTACT W/CONCRETE TO BE PRESSURE OF 3000 PSI.AT 28 DAYS. COATS JOINT COMPOUND. WHERE APPLICABLE THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL TREATED PRESERVATIVE(PTP)LUMBER CUTCHOGUE ALL SUBFLOORS SHALL BE 314"THICK EXTERIOR GRADE PLYWOOD. TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND COMMISSION AND O.S.H.A.REGULATIONS. NY 1193 5 ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN PROVIDE 1/2"THICK RIGID POLYSTYRENE INSULATION UNDER ALL EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL - ALL NEW EXPOSED LABS ON GRADE,GARAGE SLABS,FOUNDATION WALLS AND FOOTINGS ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. PROVIDE METAL RAFTER TIES AT ALL RAFTERITOP PLATE CONNECTIONS NEW VINYL SIDING. BE THE CONTRACTOR'S RESPONSIBILITY RENTAL CHARGES,SAFETY,PROTECTION AND MAINTENANCE OF I (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) AND METAL JOIST HANGERS AT ALL FLUSH JOISTIGIRDER CONNECTIONS. RENTAL EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 28 DAYS S.C.T.M ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER 1 000-111.00-06.00-018.000 FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY •ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANI7ED(HDG)OR STAINLESS EXTEND TO A MINIMUM DEPTH OF T-0"BELOW GRADE. PROVIDE 1"X 3"CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS WALLS BELOW GRADE. SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY,CARE OF STEEL IN ACCORDANCE WI R317.3 OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS IS INSTALLED. EXTERIORS HAND RAKED FREE OF DEBRIS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL .PROVIDE GWB ENGINEER =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE BE CONTRACTOR'S RESPONSIBILITY. „ AT UNDERSIDE OF FLOOR FRAMING AT ENTIRE BASEMENT CEILING IN W/ ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND R302.13 MICHAEL ANGELONE PE LLC 31/2"(R•15)TYPE FIBERGLASS FOILBACK INSULATION &1/2"RIGID INSULATION(R-3.0) FREE OF CONSTRUCTION WASTE WHERE POSSIBLE MICHAEL ANGELONE ALL GLAZING SHALL BE LOW E4 AND CONTAIN A ALL ROOF RAFTERS SHALL BE INSULATED WITH A MINIMUM 5112"R•21 MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U,O.N. 4 POND PLACE TYPE FIBERGLASS FOILBACK INSULATION U.O.N. OYSTER BAY,N.Y. 11771 CONSTRUCTION NOTES: NEW 12` wIDE CONC. PAD TEL.:516.922.2024 FAX: 516.453.6002 ROOF: IST FLOOR: ESCAPE WELL & WINDOW 30 YR"ARCHITECTURAL"ASPHALT SHINGLES FINISH FLOOR ON T&G PLYWOOD SUBFLOOR BY WELL CRAFT 30#FELT BUILDING PAPER •r s ' �-�,t- 1.L..•-tet 1-..w_._ _..!T '.: . MODEL # 5600 (OR APPP,OVED EQUAL) • "�` �'•� •''" '�•-�•'••"••'� •�• • CONSULTANT: (STURDI-FLOOR)OR APPROVED EQUAL _ -_ 2 CDX PLYWOOD SHEATHING 2 X 10 FLOOR JOISTS @ 16"O.C.(UON-SEE PLAN) INSTALL PER MANUF. SPEC. 1 r -- -''--'- - - ---j 2 X 8 ROOF RAFTERS @ 16"O.C.(UON) INSULATION:SEE SCHEDULE WEIGHT BEARING PLASTIC LID - I '" ''`"•�' "' { "' ''Y^'"�`=' " � ��' I--- --- ---- ----'I 2 X 6 COLLAR TIES @ 32"O.C.(UON) "GYPSUM BOARD-TAPE&SPACKLE 3 COATS J - _ -- - - - -- _ ` _ ` ` ``` `- ---_ , "Y ` �---` y - - -- -- - --- - -- - - -- - - - - -- -- - � 2 X 6 CEILING JOISTS @ 16"O.C.(SEE PLAN) -- "` `-" "-"-`- -" - _ __ _ J ; JIB DRA INSULATION:SEE SCHEDULE 2ND FLOOR; - - -` _ _ `` - ` `-'- j yy } } 1i GYPSUM BOARD-TAPE&SPACKLE 3 COATS s„ FINISH FLOOR ON a T&G PLYWOOD SUBFLOOR CXW135 (EGRESS) N EX SHELF ® 51" Hr. EX I I (STURDI-FLOOR)OR APPROVED EQUAL 36 Y2"x42" R.O. EX FINISHED WALL' 2 X 10 FLOOR JOISTS @ 16"O.C.(UON-SEE PLAN) EX ELEC PANEL BASEMENT Y4' I- - - - - - - -- _ _ I GYPSUM BOARD•TAPE&SPACKLE 3 COATS i HORIZONTAL VINYL SIDING - � -- -- - - _I 17 0 LD LAN D E R S C, T . (REC. RM.) :i I"CONTINUOUS RIGID FOAM INSULATION INSULATION SCHEDULE: I 80" T DRYER �p I DRAFT RETARDER(TYVEK OR EQUAL) R-49 @ALL CEILINGS I '- I SMITHTOWN, NY 11 787 ® m Ex SHELF ® 51' Hr. N I I ralph®rjmdesignsny.com swacE/cos oEr. EX 26 � 3 �'CDX PLYWOOD SHEATHING R-21 @ CATHEDRAL CEILING I EX HOUSE �101 I o I I I (516) 818-5368 FAX (866) 789-7930 2 X 4 STUDS @ 16"O.C.(SEE PLAN) R-15&R-3 RIGID @ ALL EXTERIOR WALLS I I Eo _ I - INSULATION:SEE SCHEDULE R-30 @ FLOORS INDICATED ON SECTION I( x x tV EX WATER m " Do GYPSUM BOARD-TAPE&SPACKLE 3 COATS - ALL INSULATION TO BE INSTALLED AS PER J I up W X MAIN ( C,1!64 I Contractor must verify all measurements and 7R W i �� i° , - _ - - -- -- - - --- - - --` - ® I conditions prior to beginning any work. MANUFACTURER'S INSTRUCTIONS r- - -- -- - - X I ROOF SYSTEM: - - -- - - - ---- - ----- -- - - , - - Ex 2668 Bu ER " W'"' EX (3) 2x8 DHR HOR W N I Report all discrepancies to the Architect in THE NEW ROOF SYSTEM SHALL INCLUDE,BUT NOT BE LIMITED,TO THE FOLLOWING: ALL VALLEYS, I I _ EX EX x I I CL CL - -` - _ _ _ - 0--' 72- BOT. I W i writing. Plans subject to approval by all EAVES,RAKES,CRICKETS,ETC.,TO RECEIVE G.A.F."STORM GUARD"FILM SURFACE LEAK BARRIER I I - EX 2468 EX (3) 2x8 DHR HDR EX (3) 2x8 DHR HDR EX (3) 2x8 DHR HDR EX 275 GALI INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO RECEIVE G.A.F."SHINGLE-MATE" I 72" BOT. 72" BOT. 72" BOT. OIL TANK. 30#BUILDING FELT INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ROOFING SHINGLES TO BE I I ( - - ci ( governmental agencies having jurisdiction. 24' G.A.F."TIMBERLINE"ULTRA 30 YEAR ARCHITECTURAL SHINGLES,(AS SELECTED BY OWNER),INSTALLED I I I - - � a EX 2x8 F.J. 0 16" O.C. I The Architect has not been retained for an AS PER MANUFACTURER'S INSTRUCTIONS. ALL RIDGE AREAS TO RECEIVE"COBRA VENT"RIDGE I I I EX BASEMENT _�I y ---- -- --- -- _ -- -- o0 P ---- -� so Bor I 0 o U IR m I field supervision or inspection. His VENTING W/G.A.F."TIMBERTEX"RIDGE CAP SHINGLES. I I I ® m SME/00s DET. N N I I UP 1 I NEW o ® PUMP o vn� responsibility is limited to the accuracy of the 3R I I I C R A WLS A P C E00 10 CO plan. The Architect is further not responsible 2" THICK CONC. SCREED SLAB ON �inil I v=i X :i I I I p WELL COMPACTED POUROUS FILL ® C4 0� I x N I I I I 2 for any damage arising out of the contractor's I I I -� Q I z• W I eN I I LL: I X SHELF m 51" HT. EX CRAWL II PIN EXISTING FOUNDATION TO 3 I ACCESS U failure to execute the work exactly as shown i I N I d.0. I VERT GROUT SOLID W/E WITH #5 REBAR O.C. N - sR I on thea roved drawing(s). __ I E X GARAGE I I EPDXY GROUT (TYPICAL) _TC I I . .. � ' N EX SHELF O 51` HT. I•- --- --- - " - -T - - - r-- pp 2x4 STUD WALL 16" O.C. I SLAB I 2x10 ACQ 2x10 C R W/R-13 BATT INSUL I I -JI i I - - - -_ _�• - o -- _ _ o __ _ _� I ----- _- __ I I I LEDGER SEEI - - I LED $E� p _ - ...._ - -- _ - - - I I( DETAIL I IDETAIL i 2x6 ACQ LED R ` _ `) I I Q I I I I I I Q I PROVIDEEX D EW COYER FOR REMAIN.TO TYPE -X- 'GYP 3'4" PLYWOOD SUB FLOOR I I qq I SEE D TAIL I WOOD DECK ABOVE " BD. FIN. GARAGE SIDE 2x6 F.J. ® 16" O.C. I 2 �!I I a0 PIN EXISTING FOUNDATION TO i I I I OII - - I10 W/R-21 BATT INSUL I i PROVIDE 8" D A. I I 2 i NEW WITH #5 REBAR 12" O.C. 11 X X I I 'fh J. A-1 I ` I ! I NII IIN + A1> CONC. FOOTING I VERT. GROUT SOLID W/ i i �)I i I _ I �. I I I ( (TYPIC L) I (2) 2x6 ACQ I EPDXY GROUT (TYPICAL) ' II v - - I 1 I II ( - - PROVIDE 8"x16" VENT I SIMPSON STRONG-TE DTT1ZWITH INSECT SCREENS I II I I •�) I -I + `�.; r': <s` ;q 4� L_ -- .1 (TYPICAL AS SHOWN) I SE DETAIL 4 / A-2 II (2) 200 ACQ XII -�_ - I I I I 2x6 F.J. 0 16" O.C. 2x4 ACQ PLATE THUMDER N BOLTED INTO EX SLAB 0 C5• I " I 110 II W4'-7" 3'-8" ® x N 57 �. CRAWLSAPCE -� x L_ __- - -- - - - - - - - - _ ._ _ _- - -- - -- ---- _ _-- _ _ -_ N SEAL: I IID C5 5 3'-8" 8'-7" 3'-8" I I 2 I - ' I DO NOT SCALE DRAWINGS - I ALL RIGHTS RESERVED I I I I ®o a IDoAll drawings, specifications, and copies I I I I m ( thereof furnished by the Architect and his I Consultants are and shall remain their I ( I ! O property. They are not to be used on this or PROVID14" Dc I I any other project unless written permission is 2 PROPOSED FRAMING DETAIL N (Tv YPICAL given by the Architect and his Consultants. SCALE _, 3/4" = 1'-0" I _- -_- --- -_ - - _ _-- _ -= O COPYRIGHT 2021 ¢: PROPOSED - FOUNDATION PLAN- SCALE ��� '= 1/4" = l'-0" _===4 7 01-119-2 As-Builts 6 04-30-22 Town Comments 4'-6" 5'-6Y2" 4'-6 10'-4" 5 02-08-22 Town Submission 10'-8" DECK 4 11-03-21 Design Development 36" DEEP MONOLITHIC q 3 09-03-21 Design Development CONCRETE FOUNDATION 2 08-15-21 Existing Conditions 1 07-24-21 Field Measure No. Date Remark REVISIONS s F �� Icy 11 it"/ t Title: JAN 30z024� LEGEND PROPOSED ,0 t°It10F�®U PF D DENOTES POST ABOVE FOUNDATION PLA N DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) NEW (3) 2"X4" POST U.O.N. & NOTES 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. U.O.N. 1. PROVIDE 2 JACK STUDS AT ALL OPENING HEADERS UNLESS HEADER SCHEDULE ( ) ( ) E NOTE: FOR NEW DOOR & WINDOW ® NEW SIMPSON HO-5 OR EQ. HOLD DOWN FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL N0. W/ 1/2" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN Drawn by: RJM Checked by: MAA FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED, WITH SDL STUD FILL W/ RQXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS ate: 09/28/21 Scale: As Note 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR SIZE OF OPENING REQUIRED MEMBER Job No.: 20002 CORNERS. ORDERING. THE BASEMENT LEVEL. VENTILATION AREA. EXISTING WALL TO REMAIN 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" Drawing No. TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND WALL BOARD ON WALLS & CEILINGS AT ALL 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER PLANS FOR SIZE, CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT L---------_-J EXISTING WALL/FIXTURE TO BE REMOVED 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA BATHROOMS. 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6 -0 (2) 2 x 10 4. PROVIDE 1/2" CEMENT BOARD ON WALLS & 7. PSL'S MAY BE SUBSTITUTED FOR LVL'S OF SAME DEPTH TO ACHIEVE ADVANCED E-LOW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20" WIDTH / 24" CEILINGS AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" 5. PROVIDE 2"X6" STUDS AT ALL PLUMBING WALLS 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W/ Y2 DIA. ABOVE FINISHED FLOOR ® NEW WALL 5. SHOP DRAWINGS TO BE PREPARED . AND WAILS CONTAINING POCKET DOORS. BOLTS 012" O.C. STAGGERED FOR ALL HEADER POST NOT SP •CIFIED: FOR APPROVAL PRIOR TO ORDERING. "X6" WITH 1 2" 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS A=31 6. ALL DOOR SIZES TO BE FIELD 6. SHEER WALLS TO BE 2 / 10.SEE DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPENINGS < 6'-0" VERIFIED WITH GENERAL PLYWOOD ONE SIDE 8D NAILS 6" 0/C EDGE NEW CONCRETE FOUNDATION WALL CONTRACTOR. AND 12 0/C FIELD STEEL DETAILS USE (3) 2��X4" POST FOR OPENINGS�� 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE GS > 6'-0" F.-7 '_• ON CONCRETE FOOTING I I 2X4 WALL STUD U 16" O.C. DIA. STAINLESS STEEL LAG PROPOSED 3 1 2" R-15 BATT INSULATION BOLTS W/WASHERS TO EXISTING /-EXISTING SIDING 1 2" CDX PLYWD. SHEATHING HOUSE FRAME. STAGGER T8cB Ce? 12" O.C. NEW SIMPSON DTT1Z DECK TENSION HOLD DOWN ADDITION NOTE: DO NOT OVER TIGHTEN BOLTS Y2" GYP. DB. FIN. c� (j,500 LBS CAPACITY) W/%"0 HDG o THREADED ROD W/ NUTS &WASHERS; 2X4 PLATE w z 2, LOCATIONS - ONE AT EACH END FIN. FLOOR (24" MAX FROM END) 1750 HAYWATERS RD COPPER TERMITE SHIELD PLYWOOD SUBFLOOR `'�-` IPVC DECKING SELECTED BY OWNER CUTCHOGUE, NY 11935 FINISHED FLR. - CONI_ SILL SEAL - Z- FLOOR JOISTS N 12" 12" 12" 12" S.C.T.M ELEV. 0'-0" FIBERGLASS BATT • .T. DECK JOIST AS PER PLAN 1000-111.00-06.00-018.000 INSULATION a (1) P.T. 2"x12" FASTENED wl (2) METAL S.S; JOIST HANGER BY 'SIMPSON' (OR ENGINEER: a RIM JOIST 518 0 x 5 LONG HEAVY DUTY EQUAL) @ EA. JOIST FINISHED GRADE II�� (2) 2 X 6 ACQ PLATE S.S. LAG BOLTS @ 16" O.C. INTO MICHAEL ANGELONE PE LLC ,> aL z 1/2" ANCHOR BOLTS r,3 FOUNDATION DFLUSH BEAM. MICHAEL ANGELONE SLOPE MIN 6 WITHIN _ 1ST 10'-0" FROM WALL -I l a 32" O.C. MIN 1'-0" FROM 4 POND PLACE ! ( I I 1 ! I I 11 I III co CORNERS EACH WAY SCALE - 3/4" = 1'-0" OYSTER BAY,N.Y. 11771 -111 ! II III III , : 4 TENSION DETAIL 8 TEL.:516.922.2024 FAX: 516.453.6002 BITUMINOUS - = 2 DAMPROOFI��G - SCALE - 3/4" 1'-0" a` CONSULTANT: -I I I I I III III o .s}n : :.� NEW STEPS TO GRADE WITH � .. HANDRAIL III7. •d 2" P.C. SLAB OVER 6 MIL. � - - - - - - - -- - - � *¢ ' °' ys �2) #5 REBAR CONT. I I- !�,�+ ALL P.C. FTGS. TYP, _ POLYETHYLENE VAPOR ;" 2 `� JIB t�RA ;. Q.,z., BARRIER TW3046 E _ Tw3046 E ! EX 21131 DH ❑ ❑ w ❑ ❑ u "` : _ EX ( ) ( ) 0 I I I TO GRADE w �e�' �t - �'. -III II _ - - . 6 WELL COMP. POUROUS FILL -( EX �� ��� I ,._ " P.I.P. NC. FND. WALL OVER �� P.I Lm EQ E EX We O BATH `�-° NEW P.T DECKIN,_ 8 11- m 0011ST a ® -`- 7 OLD L A N D E R S CT „ ,� -� I ! I III III 10 x 24 CONT. P.C. FTG. W/ 2 x ( I I III I ( ! l ! ! l 11= µ I 1 CL Fµr-, _ pp,, to I L_OJ x SMiTHTOWN, NY 11787 �, t_�J EX 21041 DH EX 21041.DH EX 21041 DH N EX 211211 DH 4 KEYWAY I ( - - - - - - - - - - SHOWER EX L� MOD 9MASTERY' Ho R (516) 818-5368FAX (866) 789-7930 0 BATH o LC F:= == �_CO DU. SMOKE/Co TO BE LOCATED - OUTSIDE Contractor must verify all measurements and C11N QOD m CO A ARSEMUST BIE WITHIN �rilllri an w rk1 t x suou O2 D¢T AREA OF THE BEDROOMS. I 68 6� (D \ N 10 FEET OUTSIDE OF THE I conditions prior to beginning y work. 2 FOUNDATION DETAIL EX K 2 8 X POCKET � DOOR. w w EX KITCHEN ( Report all discrepancies to the Architect in SCALE = 3/4" = 1'-0" ------------------------------------ F= _ I 96" HT. >r, \ goo , 4 EX E 0 O writing. Plans subject to approval by all EX 14070 O.H. DOOR N W z N LW- RANGE X No x CL CL governmental agencies having jurisdiction. W tD D W O O 3 SMOWW2 0 The Architect has not been retained for any EX oco 00 ID EX DINING �- - _ CL N = - N a -- _ - 2L 2x,0 FLUSH 81 FOLD 96* HT, i _ { field supervision or inspection. His -(2) 2x10 Zi) X10- y,^V i 7 responsibility is limited to the accuracy of the ;R ON NEW W.I.C. NEW W.I.C[ . \ / plan. The Architect is further not responsible EX BED #2 I 1 N � REF for any damage arising out of the contractor's PVC RAIL CAP .�_ w 96' HT. I /EX\ I LK Ifailure to execute the work exactly as shown a I I I ( on the approved drawing(s). 1 0 1 8 II NEW HALL o I I EX Fwc51068 S' I M I I ON 1 I I " IX EQ. EQ. PVC BALUSTRADE @ 4" O.C. EX GARAGE - -- - - --- N " TYPE "x" / _ (2) 2x10 (2) 2X10 (2) 2X10 (2) 2X10 WALLS PER GYP. BD ON "C" LABEL RE OC TW3046 (E) TW3046 (E) lit 4" X 4" PT WOOD POST SECURED WITH N.Y.S. CODE F.P.S.C. MTL. / 0 O 211 OH INDICATED INSUL. DOOR 2-� 4 FR B o /�2 O I I I�-� _ a , SIMPSON HDG DTT2Z AS _ _ W iq o r I SEISMIC & HURICANE TIE � � ISI; I I ;� �- I � µ. ���. ; ,,-• PVC BOTTOM RAIL SIMPSON HDG - H2.5A �I I DRYER NEW SLOPE I TO G ADE I _ i W I �, LAUNDRI� I I 04 E PLAN FOR SIZE O WASHER = W PVC DECKING - PT GIRDER SE O 3 Y X I V N I I I - - --------- -- ' IMOD FAMILY § I I NEW DECK SEAL: P.T. DECK JOISTS PL I I N T84EX DECKING MY. � COLOR OWER DO NOT SCALE DRAWINGS w EX 2840 DH q I I ALL RIGHTS RESERVED LATTICE WITH INSECT > POST CAP SIMPSON HDG- BC4 6'-7" 7'-7 ''-9" Alldrawings, specifications, and copies SCREEN -' 15-11 thereof furnished by the Architect and his I 4" X 4" PT POST I I Consultants are and shall remain their I ( I I ;I property. They are not to be used on this or any other project unless written permission is Z COLUMN BASE SIMPSON HDG - CBSI 4s" LINEAR E? - A-4 XII I DIRECT VENT given by the Architect and his Consultants. W I GAS FIREPLACE SLOPE I I x I � • I� I �- I I w 0 COPYRIGHT 2021 12"0 P.C. FOOTING (2) 2X,o _ - ( X1 c2) 2X10 142Ch 24 7 01-119-23 _ 2 ilts cusr 1RAP CUT TRAP - -- 6 04-30-22 Tow B Comments 1 NOTE: 7 - _ 5 02-08-22 Town Submission HANDRAILS SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. PROPOSED FIRST FLOOR PLAN W W 4 11-03-21 Design Development SPHERE AT ANY LOCATION, IN ACCORDANCE W/NYCBC 2'85" 2'_1" 5'-6y2' 2'°1" 20_5" 3 09-03-21 Design Development SCALE = 1/4" = 1'-0" 14'-6y" 10'-8" DECK 2 08-15.21 Existing Conditions 1 1 07-24-21 Field Measure No. Date Remark 5 DECK DE= TAIL_ REVISIONS SCALE = 3/4 = 1 -0 LEGEND rte: PROPOSED FIRST DENOTES POST ABOVE FLOOR P LAN & NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) NEW (3) 2"X4" POST U.O.N. NOTES DOOR N HEADER SCFEPNDOWULE ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN a 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. (U.O.N.) 1. PROVIDE (2) JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & Drawn by: RJM Checked by: MAA FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W/ 1/2" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED, WITH SDL STUD FILL W/ ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS ate: Scale: s Noted 20002 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. SIZE OF OPENING REQUIRED MEMBER o o.: OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR ORDERING. VENTILATION AREA. EXISTING WALL TO REMAIN CORNERS. THE BASEMENT LEVEL. Drawing No. 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" r------------- g TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND WALL BOARD ON WALLS & CEILINGS AT ALL 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER " " L------------J EXISTING WALL/FIXTURE TO BE REMOVED PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT BATHROOMS: 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6'-O (2) 2 x 10 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA " CEMENT BOARD ON WALLS 7. PSL S MAY BE SUBSTITUTED FOR LVL S OF SAME DEPTH TO ACHIEVE 4. PROVIDE 1/2 & � ADVANCED E-1-OW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20" WIDTH / 24" CEILINGS AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12 NEW WALL GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" 5. PROVIDE 2"X6" STUDS AT ALL PLUMBING WALLS 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W/ Y2 DIA. B 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. AND WALLS CONTAINING POCKET DOORS. BOLTS 012" O.C. STAGGERED FOR ALL HEADER POST NOT SP CIFIED: FOR APPROVAL PRIOR TO ORDERING. 6. SHEER WALLS TO BE 2"X6" WITH 1/2" 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS 6. ALL DOOR SIZES TO BE FIELD10.5EE DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPEN NGS < 6'-0" NEW CONCRETE FOUNDATION WALL VERIFIED WITH GENERAL PLYWOOD ONE SIDE 8D NAILS 6" 0/C EDGE CONTRACTOR. AND 12 STEEL DETAILS 0/C FIELD 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE USE (3) 2"X4" POST FOR OPEN NGS > 6'-0" ON CONCRETE FOOTING I 2020 RESIDENTIAL CODE OF NEW YORK STATE SITE AND z DATA k6q PROPOSED I CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) EXISTING LOT AREA: ZONING REQ. NON-CONFORMING EXISTING CONDITIONS PROPOSED CONDITIONS ADDITION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICEREQ'D D HFLOOD AZARD AIR SNOW 1ST FLOOR - 1 , 912 S. F. LOT AREA MIN. LESS THAN 20,000 S.F. LOAD SPEED( DESIGN DESIGN FREEZING MPH) CAT. WEATHERING FROST TERMITE DECAY TEMP. INDEX 1841 9 S.F. .42 ACRES 18,419 S.F. .42 ACRES 25 130 NASSAU:B SEVERE: 3'-0" MODERATE I SLIGHT TO NASSAU:13 YES AS PER FEMA 599 TO HEAW MODERATE USE &OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENTIAL TOTAL = 1 , 912 S. F. FRONT YARD SETBACK 35 FT. 45.3 FT. 45.3 FT. 1750 HAYWATERS RD CONSTRUCTION CLASSIFICATION TYPE V-B TYPICAL CODE REQUIREMENTS: REAR YARD SETBACK 35 FT. 107.4 FT. 107.4 FT. CUTCHOGUE, NY 11935 -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS R702.1,R702.3 AND TABLE 702.3.5 AND TABLE 703.3(1) -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R302.10.1-R302.10.5 SIDE YARD SETBACK 10 FT. 11 .0 & 22.4 FT. 11 .0 & 1 3 FT, L RAFTERS OVER STUDS S.C.T.M -ALIGN AL PROPOSED LOT AREA: 1000-111.00-06.00-018.000 -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 -PROVIDE FIREBLOCKING AS PER SECTION R302.11 TOTAL @ BOTH SIDES 25 FT. 33.4 FT. 25.73 FT. -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE WI SECTION R307&FIGURE R307.1 1 ST FLOOR - 1 , 912 S. F. ENGINEER: PROJECT TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROPOSED REAR DECK - 209 S. F. MAX LOT AREA 20 % 11912 S.F. 10.3 % 21441 S.F. 13.2 % MICHAEL ANGELONE PE LLC LOADS TABLE R301.5 DEFLECTION TABLE R301.7 PROPOSED 1 STORY ADD = 120 S. F. MICHAEL ANGELONE USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE TOWN O E S O U T H O L D4 POND PLACE DEFLECTION APROPED AS NOTED OYSTER BAY, N.Y. 11771 ROOFS 12 PSF 25 PSF RAFTERS HAVING SLOPES GREATER U180 TOTAL - 21 241 S. F. Z 0 N E R - 4 D DATE: B.P.# TEL.:516.922.2024 FAX: 516.453.6002 "REFER TO TABLE 301.6&301.2(1) THAN HE TO W/NO FINISHED CEILING NONCONFORMING LOT NOTIFY BUILDING GL=DARTM4NT AT ATTACHED TO RAFTERS FLOORS SLEEPING 12 PSF 30 PSF INTERIOR WALLS&PARTITIONS H1180 O D E CONSULTANT: 765-1802 8 AM TO 4 PM FOR THE FLOORS(NON-SLEEPING) 12 PSF 40 PSF FLOOR&PLASTERED CEILINGS U360 FOLLOWING INSPECTIONS: DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS U240 INFORMATION TAKEN FROM S U R V E Y 1. FOUNDATION - TWO REQUIRED a. 10 PSF 60 PSF EXTERIOR WALLS W/PLASTER OR H1360 DATED MARCH 24, 2014 FOR POURED CONCRETE - I EXISTING 2 BEDROOM HOUSE 2. ROUGH - FRAMING & PLUMBING R.JM DRAFTING BALCONIES STUCCO FINISH 3. INSULATION A.ND�FSIGNS EXTERIOR WALLS-WIND LOADS`W/ LI240 PREPARED BY ' 9 PSF 20 PSF 1 4. FINAL - CONSTRUCTION MUST Y ATTIC W/STORAGE BRITTLE FINISHES BBV B\ / ( CHANGEIN BEDROOM C0UNT) 9 PSF 10 PSF BE COMPLETE FOR C.O.EXTERIOR WALLS-WIND LOADS•W1 U120 L�L� �/ ALL CONSTRUCTION SHALL MEET THE • ATTIC W/O STORAGE FLEXIBLE FINISHES REQUIREMENTS OF THE CODES OF NEW GARAGE 50 PSF 'THE WIND LOAD SHALL BE PERMITTED TO BE YORE{ STATE. NOT RESPONSIBLE FOR 7 0 L D L A N D E R S C T TAKEN AS 0.7 TIMES THE COMPONENT&CLADDING DESIGN OR CONSTRUCTION ERRORS. SMITHT O W N, NY 1 1 7 8 7 RAILINGS 200#ILF LOADS FOR THE PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN. ralph®rjmdesignsny.com (516) 818-5368 FAX (866) 789-7930 GENERAL CONDITIONS COMPLY WITH ALL CODES OF 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE v v v v v v v v v v v NEW YORK STATE & TOWN CODES FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AS R EO U I R E D AND CONDITIONS O F Contractor must verify all measurements and V�N ZaA conditions prior to beginning any work. -2020 RESIDENTIAL CODE OF NEW YORK STATE - BryRD eport a discrepancies to the Architect in -2020 MECHANICAL CODE OF NEIN YORK STATE -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE -- ^�BsSTEES Ming. Plans subject to approval by all -2020 FUEL AND GAS CODE OF NEW YORK STATE -2020 PLUMBING CODE OF NEW PORK STATE governmental agencies having jurisdiction. WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 6� 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH �o, The Architect has not been retained for any ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. field supervision or inspection. His 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. responsibility is limited to the accuracy of the 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE OCCUPANCY 0 R THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. plan. The Architect is further not responsible USE I S UNLAWFUL ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES /+ for any damage arising out of the contractor's HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT,AND BEFORE FINAL PAYMENT SHALL WITHOUT C E RT I F I CAT allure to execute the work exactly as shown BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. w 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT To REVISION AS PER ACTUAL �9 OF OCCUPANCY on the approved drawing(s). FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 71.4 � 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES RETAIN! STORM WATER RUPlOFF WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. PURSUANT TO CIIF, �_ t PTER 236 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO OF THE TOWN CODE. ATI FA TION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTORS EXPENSE. 69 2 s THE SATISFACTION ' S C •••'��:•••' °' �_ ' 9. THE CONTRACTOR SHALL CONDUCT ALL WORK 114 SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, 70.8 EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR + Q OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, , O MATERIALS TESTING REPAIR AND ALL MISCELLANEOUS ITEMS. r V� ELECTRICAL O`Cl 69.5 'lo Q, INSPECTION REGC1UlR!"M �;,1�-r,t`• . 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL.OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. O• + + {� u 70.5 70.9 o 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTORS ACCEPTANCE OF THE TERMS + 0 + SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR4 c.r R PLUMBER CERTIFICATION 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING + ON LEAD CONTENT BEFORE SEAL: PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7 .3 •' Gj• 7 .2 w CERTIFICATE OF OCCUPANcCY 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND :' :' SOLDER USED IN WATER SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ,� .O A ;.; ;_ : 9.6 Q� s8.o+- 6� 22 5 � ••;:;=;::;:•• 0 SUPPLY SYSTEM CANNOT DO NOT SCALE DRAWINGS 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR r tfl- : ;•;. o ALL RIGHTS RESERVED SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. 69.4 EXCEED 2/10 OF 1/o LEAD/. °�� /_ •••.2 70 + �� thelreof furnished b specifications,theArchitectd and copies 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, 9 y AND AS PER SITE CONDITIONS DEMAND,SHALL 13E DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION k Consultants are and shall remain their AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. 68.6 PLUM B�NC?1 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOWTYPES + W 69'2 ALL PLUMBING WASE property. They are not to be used on this or �.$ ���' `� &WATER LINES NEED any other project unless written permission is AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR"E"TYPE N. + �' TESTING BEFORE COVERING.. given by the Architect and his Consultants. GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. � 69.0 W 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK 69.8 �' w ©COPYRIGHT 2021 AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 0 69.9 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR 69.7+ 70 16.1 . 8 k + -/13 Blower door SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME N V ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 70.6 -� and duct«rork 6 04-30-22 Town Comments 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. + testing required. 5 02-08-22 Town Submission 70.0 6 2 J CSS 4 11-03-21 Design Development 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 70.5 18? ;;;• b 3 09-03-21 Design Development 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSEDCONTSRUCTION. (� 2 08-15-21 Existing Conditions HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED O O A Z0 0 e 0., 1 07-24-21 Field Measure 70 16• No. Date Remark CV REVISIONS �b !v o sT +N Title: >>\ 70.4 + 7° � 6� + W � GENERAL NOTES \ 0 68.1 67.9 S 87°59'00" W +-69. 02. 10' T & 7_0 4 ,� 68.8 .All exterior lighting SITE PLAN Installed,replaced or 71.6 7 6 repaired shall conform Drawn by: RJM Checked by: MAA + 70.2 + to Chapter 172 Date: 09/28/21 Scale: As Noted of the Town Code Job No.: 20002 Drawing No. Additional CertificationIWA May Be Required. TM SITE PLAN SCALE: 1" = 20'-0" GENERAL SPECIFICATIONS PROPOSED FASTENING SCHEDULE BASED ON TABLE 602.3.(1) 2020 NYS RESIDENTIAL CODE ADDITION TABLE 11402.2 CONCRETE WORK(11402-11407) NAILING SCHEDULE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS a,b,C WIND-BORNE DEBRIS REGION MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c)a EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF FRAMING This project is not located in a wind borne debris region. WEATHERING POTENTIALb ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', LATEST VERSION 1 Blocking Between ceiling joists or after to top plate 4-8d BOX(2 z")or 3-8d common Toe nail TYPE OF LOCATION OF CONCRETE CONSTRUCTION CONSTRUCTION', LATEST VERSION NEGLIGIBLE MODERATE SEVERE ACI 302"GUIDE FOR CONCRETE FLOOR AND SLAB 1750 HAYWATERS RD 2 Ceiling Joist to top plate 4-8d BOX(2 i")or 3-8d common Per joist,toe nail ACI 311'RECOMMENDED PRACTICE FOR CONCRETE INSPECTION', LATEST VERSION EXPOSED TO THE WEATHER BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT 2,500 2,500 2,500 C ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST VERSION CUTCHOGUE, NY 1193 5 3 Ceiling joist not attached to parallel rafter,laps over partition 4-10d BOX(3..)or 3-16d common Face nail ACI 347"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK', LATEST VERSION BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT c (see Sections R802.5.2&Table R802.5.2 TABLE 1:MINIMUM INSULATION THICKNESS GARAGE FLOOR SLABS 2,500 2,500 2,500 CONCRETE REINFORCING STEEL INSTITUTE"MANUAL OF STANDARD PRACTICE", LATEST VERSION S.C.T.M 4 Ceiling joist attached to parallel rafter heel joint Face nail FOR CIRCULATING HOT WATER PIPES(IEC 11403.4) g 1 P ( joint) Table 11802.5.2 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND d ACI 305,306'MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER", LATEST VERSION 1000-111.00-06.00-018.000 (see Sections R802.5.2&Table R80;!.5.2 TABLE 1:MINIMUM INSULATION THICKNESS FOR d 5 Collar tie to rafter,face nail or 1%"a 20 ga.ridge strap to rafter 4-10d BOX 3" or 3-10d common Face nail each rafter CIRCULATING HOT WATER PIPES IEC 11403.4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3000 2. BASEMENT,FOUNDATION,EXTERIOR WALLS&OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE ( ) ( ) PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THESTRENGTH OF 3000 PSI @ 28 DAYS.PORCHES,CARPORTS&GARAGE CONCRETE SLABS SHALL HAVE 2 toe nails on one side and 1 toe nail on WEATHER,AND GARAGE FLOOR SLABS. 2,500 3,000 d,e,f 3,500 d'e,f A COMPRESSIVE STRENGTH OF 3500 PSI @ 28 DAYS.CONCRETE SHALL BE AIR ENTRAINED. 6 Rafter or roof truss to plate 3-16d BOX(3112")or 3-10d common FLUID TEMP.RANGE MINIMUM READ.INSUL. TOTAL AIR CONTENT(%BY VOL.OF CONC.)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. ENGINEER' opposite side of each rafter of truss For SI:1 pound per square inch=6.895 kPa. MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE a.Strength at 28 days psi APPLICABLE STANDARDS LISTED IN ACI 318 OF ASTM C 1157.(R402.2) MICHAEL ANGELONE PE LLC Roof rafters to ridge,valley or hip rafters or roof rafter to 4-16d(3 Y2")or 3-10d common Toe nail ABOVE 105°F R-3 b.See table in these loco)for weathering m potential. 3• ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM Al 85,LATEST REVISION. 7 c.Concrete in these locations that maybe subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnoted. minimum 2"ridge beam d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent. MICHAEL ANGELONE 3-16d BOX(3 Y2")or 2-16d common End nail BELOW 55°F R-3 e.See section R402.2 for maximum cementitious material content 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted H specified compressive strength of the concrete is increased to CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE.IF 4 POND PLACE WALL FRAMING not less than 4,000 psi. DETERMINED BY THE ARCHITECT,THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE 16d common OF x 0.162") 24"o.c.face nail ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER.THE OWNER SHALL OYSTER BAY, N.Y. 11771 8 Stud to stud(not at braced wall panels) 10d BOX(3"x 0.128"),or 3"x 0.131"nails 16"o.C.face nail BEAR THE EXPENSE OF TESTING. TABLE 11403.1 TEL.:516.922.2024 FAX: 516.453.6002 9 Stud to stud and abutting studs at intersecting wall 16d BOX(3112"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail TABLE 2:MINIMUM INSULATION THICKNESS MIN.WIDTH&THICKNESS FOR CONCRETE FOOTINGS(INCHES)a,b MASONRY WORK(R404) corners(at braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail FOR HVAC PIPES(IEC R403.5.3) SNOW LOAD STORY AND LOAD-BEARING VALUE OF SOIL(PSF) CONSULTANT: 16d common(3112"x 0.162") 16"o.c.each edge face nail INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL OR ROOF LIVE TYPE OF 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530/ASCES/TMS 402 10 Built-up header(2"to 2"header with z"spacer) n RESISTANCE OF R-3 SHALL BE APPLIED TO THE FOLLOWING: LOAD STRUCTURE 1,500 2000, 2,500 3,000 3,500 4,000 , 16d BOX(3112„x 0.135 ) 12„o.c.each edge face Hall LIGHT-FRAME CONSTRUCTION 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99,LATEST 5-8d BOX 21/2"x 0.113" ,or 4-8d common 3.. 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD 1 story-stab-on-grade 12 x 6 12 X6 12 x 6 12 x 6 12 x 6 1z x 6 REVISION,FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. 11 Continuous header to stud ( ) Toenail 1.PIPING4 DIAM.ANDLARGER lstory-with crawl space 12x6 12x6 12x6 12x6 12x6 12X6 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED m- I 16d common(31/2"x 0.162") 16"o.c.face nail story-plus basement 1s x 6 14 x 6 12 x 6 12 x s 12 x 6 12 x 6 GIVING DUE REGARD FOR STRESS,THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH 12 Top plate to top plate 2.PIPING SERVING MORE THAN 1 DWELLING UNIT 5.PIPING LOCATED UNDER A FLOOR SLAB 2 story-slab-on-grade 12x6 12 X6 12 X 6 12 X 6 12 X 6 12 X s ASTM 270(R607.1) R.Jn'M DRAFTING 10d BOX(3"x 0.128"),or 3"x 0.131 nails 12 o.c.face nail lstory-wRhcrawl space 16X6 12X6 12X6 12X6 12X6 12X6 AND-DE IAGNS Face nail on each side of end joint min.24" 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 6.BURIED IN PIPING 2 story-plus basement 22 x 6 16X6 13 x 6 12 x 6 12 x 6 12 X 6 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. -« j Double top plate splice for SDCs A-D2 with seismic 8-16d common,or 12-16d BOX J ( 3 story-slab-on-grade 14 x s 12 x 6 12 x s 12 x 6 12 x 6 12 x 6 SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED !, lap splice length each side of end joint) 3 story-with crawl space 19 x 6 14 x 6 12 x 6 12X! 12 x 6 12 x s 13 braced wall line spacing<25' 3story-with basement 25x8 19X6 15x6 13X6 12x6 12X6 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. Double to late splice for SDCs DCI D1 or D2 and Face nail on each side of end joint(min.24" LIGHT-FRAME CONSTRUCTION WITH BRICK VENEERa.b 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. 7k 0.L D L A N D E R S C T P P P 12-16d(3112"x 0.135") la splice length each side of end joint braced wallliylespacing>25' P P g joint) � lstory-slab-on-grade lzxs lzxs lzxs 12x6 12x6 lzxs 1 story-with crawl space 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED,NOT RAKED. S M I T H T 0 W N, N Y 1 1 7 8 7 14 Bottom plate to joist,rim joist,band joist or blocking 16d common(3112"x 0.162") 16"o.c.face nail - I story-plus basement 21 X6 15 X 6 12 X 6 12 X 6 12 X 6 12 x 6 (not at braced wall panels) 16d BOX(31/2"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail N 2 story-slab-on-grade 15 x 6 12 x 6 12 x 6 12 x 6 12 x 6 12 x 6 7. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16"MAXIMUM INTERVALS ralph@rjmdesignsny.com z story-with crawl space 20 X 6 15 X 6 12 x 6 12 X 6 `12X6 12 X 6 INCLUDING CORNERS,INTERSECTIONS AND PILASTERS.HORIZONTAL JOINT REINFORCING SHALL BE 15 Bottom plate to joist,rim joist,band joist or blocking 3-16d BOX(3112"x 0.135"),or 3 each 16"o.c.face nail DESIGN LOADS AND SPECIFICATIONS 2 story-plus basement 26x8 20 x 6 16 x 6 13 X 6 12 x 6 12 x 6 DUR-O-WALL OR EQUAL. (516) 818-5368 FAX (866) 789-7930 2-16d common 31/2"x 0.162" 2 each 16"o.c.face nail 3 story slab-on-grade 20 x 6 `15X6 12 x s 12 x 6 1z x 6 12 x 6 (at braced wall panels) ( ) 3 story-with crawl space 26 X 8 19 X 6 15 X 6 13 X 6 12 x 6 12 x 6 8. IN ADDITION TO REINFORCING INDICATED,GRADE 60#4 REINFORCING DOWELS ARE REQUIRED AT 4-8d BOX(2112"x 0.113"),or 3-16d BOX,Or Toe nail GROUND SNOW LOAD 25 PSF 3story with basement 3z x 11 za x 7 1s x s t6 x s to x s 1z x s 48"O.C.INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30"WHICHEVER IS Contractor must verify all measurements and IS GREATER,AND ENCASED IN GROUT FILLED CELLS.FULL HEIGHT#4 BARS ARE REQUIRED AT 96" 3-16d BOX,or 4-8d common CEILING LIVE LOAD 20 PSF CAST-IN-PLACE CONCRETE 12 FULLY GROUTED MASONRY WALL INTERVALS WITH FULLY GROUTED CELLS.BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION conditions prior to beginning an work. 16 Top or bottom plate to stud SECOND FLOOR LIVE LOAD 30 PSF 1story-slab-on-grade 14 x s 1z x s 12 x s 12 x s 12 x s 12 x 6 p g g y 1 story-with crawl space 19 X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. 3-16d BOX(3 1/2"x 0.135 ),or End nail story-plus basement 25 x 8 19 X 6 15 x 6 13 X 6 12 X 6 12 X 6 Report all discrepancies to the Architect in FIRST FLOOR LIVE LOAD 40 PSF lstory-slab-on-grade 23X7 18X6 14X6 12X6 12X6 12x6 STRUCTURAL STEEL BC2203-BC2205 2-16d common(3112"x 0.162") WIND SPEED 130 MPH 2 story-with crawl space 29 X 9 22 X 6 17 x 6 14 X 6 1z X 6 12 x 6 ( ) writing. Plans subject to approval by all 17 Top plates,laps at corners and intersections 3-10d BOX(3"x 0.128"),or 2-16d common Face nail SEISMIC DESIGN CATEGORY C 2 story-plus basement 3s x 12 26 X 8 21 X6 17 x 6 15 x 6 13 X 6 18 1"brace to each stud and plate 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail WEATHER INDEX SEVERE 3 story-slab-on-grade 32 X 11 24 X 7 19X6 16 X 6 14 x 6 12 x 6 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN governmental agencies having jurisdiction. FROST LINE DEPTH 3 FEET 3 story-with crawl space 38 X 14 28 X 9 23 X 6 19 X 6 16 X 6 14 X 6 INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 19 1"x 6"sheathing to each bearing 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail 3 story-with basement 43 X 17 33 X 11 26 X 8 1 22 X 6 19 X 6 16 x 6 WHERE CONFLICTS OCCUR,THE MORE STRINGENT STANDARD SHALL APPLY: The Architect has not been retained for any TERMITE MODERATE TO HEAVY ForSI:Iinch=25.4mm,Iplf=14.6Nim,Ipound per square foot=47.9Nlm: field supervision Or inspection. His DECAY SLIGHT TO MODERATE a.Interpolation allowed.Extrapolation Is not allowed. RESIDENTIAL CODE OF NEW YORK STATE p p FLOOR FRAMING WINTER DESIGN TEMPERATURE 11 b.Based on 32-foot-wide house with load-bearing center wall that carries half of the tributary attic, BUILDING CODE OF NEW YORK STATE is limited to the accuracy of the and floor framing.For every 2 feet of adjustment to the width of the house,add or subtract 2 inches responsibility y 21 Joist to sill,top plate or girder 8d BOX(2112"x 0.113"),or 3-8d common Toe nail ICE SHIELD UNDERLAYMENT REQUIRED YES of footing width and 1 inch of footing thickness(but not less than 6 inches thick). THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES ( 4-8d BOX 2112"x 0.113") 4"o.c.toe nail SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN plan. The Architect is further not responsible 22 Rim joist,band joist or blocking to sill or top plate SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC-LRFD),AISC SPECIFICATION FOR roof applications also 8d common 2112"x 0.131" ,or 10d BOX 6'"o.c.toe nail STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN(AISC-ASD)OR AISC SPECIFICATIONS for any damage arising out of the contractor's ( PP ) ( ) FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS(AISC-HSS). WHERE REQUIRED,THE 23 1"x 6"subfloor to each joist 3-8d BOX 2112"x 0.113" ,or 2-8d Common Face nail b c * SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL failure to execute the work exactly as shown J ( ) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ' AS PER MINIMUM DESIGN DEAD LOADS AS PER TABLE C3-1 ASCE 7-10 PROVISIONS OF BC 2212. y 24 2"subfloor to joist or girder 3-16d BOX(3112"x 0.135"),or 2-16d common Blind and face nail TABLE R301.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE ANSI/AWS D1.1"STRUCTURAL WELDING CODE-STEEL',LATEST REVISION. COMPONENT LOAD s on the approved drawing(s). 25 2"planks(plank&beam--floor&roof) 3-16d BOX(3112"x 0.135"),or 2-16d common At each bearing,face nail ALLOWABLE CEILINGS 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY.FIELD STRUCTURAL MEMBER CUTTING OR GRILLING,WHEN REQUIRED,SHALL BE CLEARLY NOTED ON THE DRAWINGS.ALL 26 Band or rim joist to joist 3-16d common(3112"x 0.162")or 4-10d box End nail DEFLECTION GYPSUM BOARD 112-in. 7.0 FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK,EITHER STAMPED, 20d common(4"x 0.192"),or Nail each layer 32"o c.at top&bottom,staggered GYPSUM BOARD5/8-in. 9.0 STENCILED OR PAINTED. ::.. RAFTERS HAVING SLOPES GREATER THAN 312 27 Built-up girders and beams,2-inch lumber layers 24"o.c.face nail at to &bottom staggered erect L/180 SUSPENDED STEEL CHANNEL SYSTEM 2.0 , rr,, ». 10d box(3"x 0.128"),or 3"x 0.131 nails P g9 WITH NO FINISHED CEILING ATTACHED TO RAFTERS 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOLTS SHALL BE MACHINE BOLTS CONFORMING !fr. ,;_. ., ,, on opposite sides COVERINGS, ROOF, AND WALL TO ASTM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS.THE FAYING SURFACES INTERIOR WALLS AND PARTITIONS H1180OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. 28 Ledger strip supporting joist or rafter 4-16d BOX 3112"x 0.135",or 3-16d common At each joist or rafter,face nail ASPHALT SHINGLES 2.0 g P pp g j ( ) FLOORS AND PLASTERED CEILINGS U360 ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. 29 Bridging to joist on blocking to joist 2-10d(3"x 0.128")box,or 2-8d common Each end,toe nail ALL OTHER STRUCTURAL MEMBERS U240 GYPSUM SHEATHING,1/2-in. 2.0 r 9 9 1 9 SPACING OF FASTENERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H1360 PLYWOOD(per 1/2-in.) 1.6 4. ALL STRUCTURAL STEEL SHALL BE ASTM A 36(FY=36 KSI) RIGID INSULATION 112-in. 0.75 5• ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.BOLTS TO BE 314"AND ASTM A 325 a,b,c ."t DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER h c,a EXTERIOR WALLS-WIND LOAD WITH BRITTLE FINISHES U240 ' AND MEET AISC SPECIFICATIONS,SECTION 1.16,WELDS TO BE ETOXX AND MEET AISC Edges(inches) Intermediate supports(inches) L1120 SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 SPECIFICATIONS,SECTION 1.17.ALL SPECIFICATIONS TO BE LATEST REVISION. WOOD STRUCTURAL PANELS,SUI3FLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING EXTERIOR WALLS-WIND LOADSa WITH FLEXIBLE FINISHES _ BITUMINOUS,SMOOTH SURFACE 1.5 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. 6d common(2"x 0.113 )nail(subfloor,wall)i 6" 12" f NOTE:L=SPANENGTH,H=SPAN HEIGHT WATERPROOFING MEMBRANE 30 e"-z" J a.THE NAND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. 8d common(2112"x 0.131..)nail(roof) PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN FLOORS AND FLOOR FINISHES 31 1%2'-1" 8d common nail(2112"x 0.131") or RSRS-01 nail(roof) J 6" 12" f b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF CANTILEVER ( ) 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 518"DIAMETER STEEL BOLTS AT 16"O.C.,STAGGERED. a FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING CERAMIC OR QUARRY TILE 314-in. 16.0 SEAL: EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED 10d common(3"x 0.145")nail,Or 6" 12" WALLS OF UNROOMADDmONSOR PATIO COVE STHETOTALLOADDEF ECTIONSHALLN T6EXCEEDL0.FOR H CHPANELSUSEDINROOFSOR ON 1/2-in.MORTAR BED 8d common 2112 x 0.131" deformed nail STRUCTURAL LUMBER R502, R602 R802 DO NOT SCALE DRAWINGS 32 1%"-1�" ( " ) HARDWOOD FLOORING,717-in. 4.0 ( � ) EXTERIOR WALL STRUCTURAL PANELS TO RESIST WIND PRESSURE LINOLEUM OR ASPHALT TILE,114-in. 1.0 1. ALL FLOORS,WALLS,CEILINGS&ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN ALL RIGHTS RESERVED MINIMUM NAIL SIZENAIL PENETRATION MIN.WD STRUCTURAL WOOD STRUCTURAL WALL TO STUD NAIL SPACING TABLE 11401.4.1 a SUBFLOORING, 314-in. 3.0 ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE All drawin S specifications, and copies PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE-7. g p p s FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. thereof furnished by the Architect and his 6d common nail3 LOAD-BEARING JOIST SIZES in. O.C. O.C. 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE#2 OR BETTER WITH THE FOLLOWING 1.5 INCH 2410 /s 16 U.C. 6 12 PRESSURE ( ) MINIMUM STRESS GRADES: Consultants are and shall remain their (2.0"x 0.113") CLASS OF MATERIAL SQUOUNDS PER ARE FOOT 2x6 6 5 property. They are not to be used on this or (2 112"x 0.131 common nail 1.75 INCH 24116 %6" 16"O.C. 6" 12" CRYSTALLINE BEDROCK 12,000 2x8 6 6 SHEAR STRESS Fv=95 PSI BENDING STRESS Fb=Base:875 Adj:1107 PSI any other project unless written permission is (2 ") INTERIOR GYPSUM WALL BOARD SEDIMENTARY&FOLIATED ROCK 4,000 2x10 7 6 siven b the Architect and his Consultants. MODULUS OF ELASTICITY E=1.6 x 10 PSI g y SANDY GRAVEL WOR GRAVEL(GW&GP) 3,000 2X12 8 7 ©COPYRIGHT 2021 GYPSUM BOARD THICKNESS APPLICATION GYPSUM BOARD FRAMING MEMBER SPACING OF FASTENERS SIZE OF NAILS TO WOOD FRAMING SAND,SILTY SAND,CLAYEY SAND,SILTY FRAME PARTITIONS 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY Simpson OR EQUAL. ORIENTATION TO FRAMING SPACING GRAVEL&CLAYEY GRAVEL 2,000 NAILS SCREWS (SW,SP,SM,sc,GM&GC) WOOD OR STEEL STUDS,112-in.GYP.BOTH SIDES 8,0 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE(PTP)TIMBER. „ CEILING EITHER DIRECTION 16"O.C. 7" 12 CLAY,SANDY CLAY,SILTY CLAY,CLAYEY " " 5d cooler nails SILT,SILT&SANDY SILT(CL,ML,MH&CH) 1,500 b FRAME WALLS 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A WALL EITHER DIRECTION 16 O.C. 8'� 16 LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION 6 04-30-22 Town Comments CEILING EITHER DIRECTION 16"O.C. 7" 12" for SI:Ipound per square foot-0.0479 kPa EXTERIOR STUD WALLS: BODY THAT COMPLIES WITH DOC PS 20. 5 02-08-22 Town Submission $" 6d cooler nails a.where soil tests are required by section 11401.1,the allowable bearing capacities of the sob 11.0 WALL EITHER DIRECTION 16"O.C. 8" 16" shall be part of ofthe recommendations. 2X @ 16-in.,518-in.GYPSUM, 4 11-03-21 Design Development TYPE'X'ATGARAGE 7 „ b.where the building official determines that in-place soils with an allowable bearing capacity oflessthan 1,500 INSULATED 3/8-in.SIDING PLUMBING AND HEATING WORK P2502 &R303.10 5 „ „ „ „ 1 8 long 6d coated nails or equivalent drywall screws. psi are likely to be present at the site,the allowable bearing capacity shall be determined by a soil Investigation. ( r ) 3 09-03-21 Design Development 12.0 2 08-15-21 Existing Conditions 8 CEILING BELOW THE PERPENDICULAR 16 O.C. 6 6 Screws shall comply with Section 11702.3.5.1 2X6 16E ,,518-in.GYPSUM, 1. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER PIPING SHALL CONFORM TO 1 07-24-21 Field Measure HABITABLE SPACE'. P y INSULATED,318-in.SIDING ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum WARM ROOF SNOW LOADS: RESIDENTIAL CODE OF THE STATE NEW YORK. average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 No. Date Remark AS PER TABLE ASCE 2010 SECT.7.4 AND FIGURE 7-2 larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR 2• THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. REVISIONS b. Staples are 16 gage wire and have a minimum%6 inch on diameter crown width. SLOPE CS GSL LIVE LOAD PLASTER,ADD 5 ib/ftp FOR EACH FACE PLASTERED. VALUES c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 3:12 0.85 X 45 PSF 40 PSF GIVEN REPRESENT AVERAGES. IN SOME CASES THERE ISA 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. Title: d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 4:12 0.8 X 45 PSF 36 PSF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN.CONTRACTOR To MODIFY AS REQUIRED TO BE e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges,nails shall 5:12 0.74 X 45 PSF 34 PSF SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design 6:12 0.67 X 45 PSF 30 PSF ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. SCHEDULES wind speed is 130 mph or greater but less than 140 mph. 7:12 0.6 X 45 PSF 27 PSF 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS&PAY ALL FEES REQUIRED FOR HIS WORK. CODES g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. 8:12 0.56 X 45 PSF 25 PSF h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. 9:12 0.51 X 45 PSF 23 PSF ELECTRICAL WORK( E3401) Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor 10:12 0.48 X 45 PSF 22 PSF sheathing panel edges perpendicular to the framing members need not to be provided except as required by other provisions of this code.Floor perimeter 11:12 0.44 X 45 PSF 20 PSF 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF Drawn by: RJM Checked by: MAA 12:12 (0.38) X (45 PSF) shall be supported by framing members or solid blocking. 18 PSF NEW YORK STATE,THE NATIONAL ELECTRIC CODE,THE LOCAL POWER CO.AND ALL i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY Date: 09/28/21 Scale: As Noted from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION TO NO.: 000 INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY UPON COMPLETION. Drawing No. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. 3. ALL ELECTRICAL FIXTURES,SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. ' m2m i Mama= TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION PROPOSED R403.1 Controls Mandato At least one thermostat shall be R403.6 Mechanical ventilation(Mandato The building shall be provided COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA (Mandatory). (Mandatory). 9 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS provided for each separate heating and cooling system. with ventilation that meets the requirements of the International Residential ADDITION A continuous air barrier shall be installed in R403.1.1 Programmable thermostat.The thermostat controlling the Code or International Mechanical Code,as applicable,or with other approved the building envelope. Air-permeable insulation shall not be R401.3 Certificate(Mandatory).A permanent certificate shall be completed primary heating or cooling system of the dwelling unit shall be capable means of ventilation.Outdoor air intakes and exhausts shall have automatic General requirements The exterior thermal envelope contains a used as a sealing material. by the builder cr other approved party and posted on a wall in the space of controlling the heating and cooling system on a daily schedule to or gravity dampers that close when the ventilation system is not operating. continuous air barrier. maintain different tem R403.6.1 Whole-house mechanical ventilation s C, r where the furnace is located,a utility room or an approved location inside the temperature set points at different times of the day. system fan Breaks or joints in the air barrier shall be sealed. building.Where located on an electrical panel,the certificate shall not cover This thermostat shall include the capability to set back or temporarily efficacy.Fans used to provide whole-house mechanical ventilation shall The air barrier in any dropped ceilinglsoffit or obstruct the visibility of the circuit directory label,service disconnect label operate the system to maintain zone temperatures down to 55 meet the efficacy requirements of Table on fan .a 1750 HAYWATERS RD f > shall be aligned with the insulation and any The insulation in any drtopped or other required labels.The certificate shall list the predominant R-values of degrees Fahrenheit(13 C)or up to 85 degrees Fahrenheit(29 C). Exceptions:Where mechanical ventilation fans are integral to tested and insulation installed in or on ceilin /roof walls,foundation slab basement The thermostat shall be initially be programmed by the manufacturer listed HVAC equipment,they shall be powered by an electronically I Ceiling/attic gaps in the air barrier shall be sealed. ceiling/soffit shall be aligned with 9 ( CUTCHOGUE NY 11935 Eranch hne take-off,and10,r's _ �--- ; the air barrier. wall,crawlspace wall and floor)and ducts outside conditioned spaces; with a heating temperature set no higher than 70 degrees Fahrenheit commutated motor. ._ Access openings,drop down stairs or knee wall 21 C and a cooling temperature set point no lower than 78 degrees doors to unconditioned attic spaces shall be sealed. U-factors for fenestration and the solar heat gain coefficient(SHGC)of ( ) 9 P P 9 fenestration,and the results from any required duct system and building Fahrenheit(26 C). R403.7 Equipment sizing and efficiency rating(Mandatory).Heating and S.C.T.M ( Cavities within corners and headers of envelope air leakage testing done in building.Where there is more than one R403.1.2 Heat pump supplementary heat(Mandatory).Heat cooling equipment shall be sized in accordance with ACCA Manual S based 1000-111.00-06.00-018.000 t` �l pumps having supplementary electric-resistance heat shall have on building loads calculated in accordance with ACCA Manual J or other The unction of the foundation and the sill late frame walls shall be insulated by value for each component,the certificate shall list the value covering the P P 9 PP ry 9 I p completely filling the cavity with a largest area.The certificate shall list the types of efficiencies of heating, controls that,except during defrost,prevent supplemental heat approved heating and cooling calculation methodologies.New or replacement in fr;�.; �?, r, ,£`, shall be sealed. material having a thermal resistance of cooling and service water heating equipment.Where a gas-fired unvented operation when the heat pump compressor can meet the heating heating and cooling equipment shall have an efficiency rating equal to or Walls The junction of the top plate and the top of exterior load. greater than the minimum required b federal law for the ENGINEER: r�"` 1 a '' „- walls shall be sealed. R-3 per inch minimum. room heater,electric furnace or baseboard electric heater is installed in the 9 q y geographic location - i Exterior thermal envelope insulation for residence the certificate shall list"gas-fired unvented room heater,""electric where the equipment is installed. --�-,t Knee walls shall be sealed. p � g � R403.3.2 Sealing(Mandatory).Ducts,air handlers and filter boxes MICHAEL ANGELONE PE LLC 2 framed walls shall be installed in furnace"or"baseboard electric heater,"as appropriate.An efficiency shall not shall be sealed.Joints and seams shall comply with either the substantial contact and continuous be listed for as-fired unvented room heaters,electric furnaces or electric R403.8 Systems serving multiple dwelling units(Mandatory).Systems MICHAEL ANGELONE 9 Mechanical Code of New York State or Residential Code of New York alignment with the air barrier. baseboard heaters. State,as applicable. serving multiple dwelling units shall comply with Sections C403 and C404 of 4 POND PLACE Windows Exceptions: the IECC-Commercial Provisions in lieu of Section R403. skylights& The space between window/doorjamb and OYSTER BAY N.Y. 11771 R402.4 Air leakage(Mandatory).The building thermal envelope 1.Air-impermeable spray foam products shall be doors framing,and skylights and framing shall be sealed. shall be constructed to limit air leakage in accordance with the pp � R403.9 Snow melt and ice system controls(Mandatory).Snow-and ice TEL.:516.922.2024 FAX: 516.453.6002 T ical Duct Sealing Detail 9 permitted to be applied without additional joint melting systems,supplied through energy service to the building,shall include Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. requirements of section R402.4.1 through R402.4.5 seals. SCALE: N.T.S. R402.4.1 Building thermal envelope.The building thermal envelope 2.For ducts having a static pressure classification of automatic controls capable of shutting off the system when the pavement Floor framing cavity insulation shall be shall comply with Sections R402.4.1.1 and R402.1.2.The sealing less than 2 inches of water column(500 Pa), temperature is above 50 degrees Fahrenheit C),and no precipitation is CONSULTANT: installed to maintain permanent contact falling and an automatic or manual control thatt will allow shutoff when the methods between dissimilar materials shall allow for differential additional closure systems shall not be required for outdoor temperature is above 40 degrees Fahrenheit 4 8 C / with the underside of subfloor decking, expansion and contraction. continuously welded joints and seams,and p g ( ' )' Floors(including The air barrier shall be installed at any exposed or floor framing cavity insulation shallR402.4.1.1 Installation.The components of the building locking-type joints and seams other than the be permitted to be in contact with the R403.10 Pools and permanent spa energy consumption(Mandatory). above garage and edge of insulation. thermal envelope as listed in table R402.4.1.1 shall be snap-lock and button-lock types. The energy consumption of pools and permanent spas shall be in accordance �A top side of sheathing,or continuous gY P P P P RJ M DRAFTING . cantilevered floor) insulation installed on the underside of installed in acc)rdance with the manufacturers instructions R403.3.2.1 Sealed air handler.Air Handlers shall have a with Sections R403.10.1 through R403.10.3. and the criteria listed in table R402.1.1,as applicable to the manufacturer's designation for an air leakage of no more than AND-DESIGNS floor framing and extends from the bottom to the to of all perimeter floor method of construction.Where required by the code official, 2 percent of the design air flow rate when tested in { P p an approved third party shall inspect all components and accordance with ASHRAE 193. R403.10.1 Heaters.The electric power to heaters shall be controlled framing members. verify compliance. by a readily accessible on-off switch that is an integral part of the .,,,, ,._T A ., , . „• ,,,,... , within d l twn t t h f th Ducts shall be pressure tested heater mounted on the exterior oe heater,or external an CEILING GYPSUM BOARD Exposed earth in unvented crawl spaces shall Where provided instead of floor insulation, R402.4.1.2 Testing.The building or dwelling unit shall be R403.3.3 Duct testing(Mandatory). 7 0 L D L A N D E R S C T AS AIR BARRIER Crawl space walls be covered with a Class I vapor retarder with insulation shall be permanently attached tested and verified as having an air leakage rate not to determine air leakage by one of the following methods: 3 feet(924 mm)of the heater. Operation of such switch should shall 1.Rough-in test:Total leakage shall be measured with a not change the setting of the heater thermostat.Such switches shall S M I T H T 0 W N, N Y 1 1 7 8 7 overlapping joints taped. to the crawl space walls. exceeding five air changes per hour in climate zones 1 and 2,CONTINUOUS BEAD OF SEALANT and three air changes per hour climate zones 3 through 8. pressure differential of 0.1 inch w.g.(25 Pa)across the be in addition to a circuit breaker for the power to the heater.Gas-fired ralph®rjmdesignsnq.com Duct shafts,utility penetrations,and flue shafts system,including the manufacturer's air handler enclosure heaters shall not be equipped with continuously burning ignition pilots. (516 818-5368 FAX 866 789-7930 Shafts,penetrations opening to exterior or unconditioned space shall Testing shall a conducted in accordance with ASTM E 779 or if installed at the time of the test.All registers shall be taped CONTINUOUS BEAD OF SEALANT ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 be sealed. or otherwise sealed during the test. R403.10.2 Time switches.Time switches or other control methods that can PascalsWhere required by the code official,testing shall be 2.Post construction test:Total leakage shall be measured automatically tum off and on according to a preset schedule shall be installed \--CONTINUOUS MINIMAL EXPANDING or narrow cavities shall be filleedd by results of thea test t shall be signed by thea party conducting the Contractor must verify all measurements and Batts in narrow cavities shall cut to fit, conducted d approved third party. written report of the with a pressure differential of 0.1 inch w.g. (25 Pa)across for heaters and pump motors. Heaters and pump motors that have built-in conditions prior to beginning any work. FOAM AT WINDOW PERIMETER Narrow cavities insulation that on installation readilythe entire system,including the manufacturer's air handler time switches shall be in compliance with this section. test and d at a y to the code official.Testing shall n enclosure.Registers shall be taped or otherwise sealed Exceptions: Report all discrepancies to the Architect in conforms to the available cavity space. performed at any time after creating of all penetrations of the during the test. 1.Where the public health standards require 24-hour building thermal envelope. writing. Plans subject to approval by all WINDOW UNIT AS AIR BARRIER Air sealing shall be provided between the Exceptions: pump operation. Garage separation garage and conditioned space. 1.A duct air leakage test shall not be required where the ducts and 2.Pumps that operate solar-and waste-heat-recovery pool heating systems. governmental agencies having jurisdiction. During testing: PP air handlers are located entirely within the building thermal R403.10.3 Covers.Outdoor heated pools and outdoor permanent spas shall CONTINUOUS MINIMAL EXPANDING Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building 1.Exteriorwindows and doors,fireplace and stove The Architect has not been retained for an Recessed lighting envelope shall be sealed to the finished surface. thermal envelope shall be airtight ht an IC rated. doors shall be closed,but not sealed,beyond the envelope. be provided with a vapor-retardant cover or other approved y a FOAM AT WINDOW PERIMETER P p g 2.A duct air leakage test shall not be required for ducts serving heat vapor-retardant means. field supervision or inspection. His intended weatherstripping or other infiltration or energy recovery ventilators that are not integrated with ducts Exception:Where more than 70 percent of the energy for Batt insulation shall be cut neatly to fit control measures. serving heating or cooling systems. heating, P over an computed operated season is from responsibility is limited to the accuracy of the P around wiring and plumbing in exterior walls, 2.Dampers irlcludin exhaust,intake,makeupair, A written report of the results of the test shall be signed b site-recovered energy,such as from a heat um or solar energy source, CONTINUOUS BEAD OF SEALANT Plumbing and whin backdraft and flue dampers shall be closed,but not pump gv plan. The Architect is further not responsible 9 9 or insulation that on installation readily P 9 Y gy, conforms to available space shall extend the party conducting the test and provided to the code official. covers or other vapor-retardant means shall not be required. sealed beyJnd intended infiltration control for any damage arising out of the contractor's CONTINUOUS BEAD OF ADHESIVE behind piping and wiring. measures. R403.3.5 Building cavities(Mandatory).Building framing cavities R403.11 Portable spas(Mandatory).The energy consumption of failure to execute the work exactly as Shown Shower/tub The air barrier installed at exterior walls adjacent Exterior walls adjacent to showers 3. Interior doors,where installed at the time of the test, shall not be used as ducts or plenums. electric-powered portable spas shall be controlled by the requirements of CONTINUOUS BEAD OF SEALANT on exterior walls to showers and tubs shall separate the wall from and tubs shall be insulated. shall be open. �- the showers and tubs. 4. Exterior doors for continuous ventilation systems R403.4 Mechanical system piping insulation(Mandatory). APSP-14. on the approved drawing(s). and heat recovery ventilators shall be closed and Mechanical system piping capable of carrying fluids above 105 R404.1 Lighting equipment(Mandatory).Not less than 90 percent of the Electrical/phone box The air barrier shall be installed behind the sealed. degrees Fahrenheit(41 C)or below 55 degrees Fahrenheit(13 C) permanently installed lighting fixtures shall contain only high-efficacy lamps. on exterior walls electrical or communication boxes or air-sealed 5.Heating and cooling systems,if installed at the time shall be insulated to a minimum of R-3. �- boxes shall be installed. R404.1.1 Lighting ) of the test,shall be fumed off. R403.4.1 Protection of piping insulation.Piping insulation equipment(Mandatory).Fuel gas lighting systems shall not have continuously C�' HVAC supply and return register boots that penetrate 6.Supply and return registers,if installed at the time exposed to weather shall be protected from damage,including that Y y burning pilot lights. HVAC register boots �) building thermal envelope shall be sealed to the of the test,shall be fully open. caused by sunlight,moisture,equipment maintenance and wind, subfloor,wall covering,or ceiling penetrated by the boot. and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. R402.4.2 Fireplaces.New wood-burning fireplaces shall have 9 P P � When required to be sealed concealed fire sprinklers tight-fitting flue dampers or doors and outdoor combustion air.Where _ � •�� CEILING GYPSUM BOARD g g p R403.5 Service hot waters stems.Ener conservation ` shall only be sealed in a manner that is recommended by using tight-fitting doors on facto built fireplaces listed and labeled in y Energy I�;, c< i• � '` ; AS AIR BARRIER Concealed sprinklers g g g ry- P measures for service hot waters stems shall be in accordance the manufacturer.Caulking or other adhesive sealants y ► t . accordance with UL 127,the doors shall be tested and listed for the with R403.5.1 through R403.5.4. } shall not be used to fill voids between fire sprinkler cover fireplace. g ',- , . t• ; CONTINUOUS BEAD OF SEALANT and walls or ceilings. R403.5.1 Heated water circulation and temperature maintenance systems Mandato Heated water circulations stems shall be in tL,=,•� '�: ��R ry =t``` `` CONTINUOUS BEAD OF SEALANT R402.4.3 Fenestration air leakage.Windows,skylights and sliding y (Mandatory). Y glass doors shall have an air infiltration rate of no more than 0.3 cfm accordance with Section R403.5.1.1.Heat trace temperature �, r TABLE R403.6.1 A per square foot(15 Us/m^2) and swinging doors no more than 0.5 maintenance systems shall be in accordance with Section R403.5.1.2. . WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY '^ Automatic controls,temperature sensors and pumps shall be SEAL: �-CONTINUOUS MINIMAL EXPANDING cfm per square foot(2.6 Lls/m 2),when tested according to NFRC accessible. Manual controls shall be readily accessible. o FOAM AT WINDOW PERIMETER FAN LOCATION AIR FLOW RATE MINIMUM MINIMUM EFFICACY AIR FLOW RATE MAXIMUM 400 OR AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, R403.5.1.1 Circulation systems.Heated water circulation J Y"GYP.BD.FINISH WITH ALL (CFM) (CFM/WATT) (CFM) independent laboratory and listed and labeled by the manufacturer. EXPOSED CAVITIES TO BE FILLED TO DO NOT SCALE DRAWINGS Exception:Site-built windows,skylights and doors. systems shall be provided with a circulation pump.The a FULL DEPTH WITH INSULATION ALL RIGHTS RESERVED Range hoods Any 2.8 cfm/watt Any p system return pipe shall be a dedicated return pipe or a cold WINDOW UNIT AS AIR BARRIER Y P P P P HAVING A MIN.NOMINAL VALUE OF All drawings, specifications, and copies In-line an Any 2.8 cfm/watt Any water supply pipe.Gravity and thermosyphon circulation R-3 PER INCH, IN ACCORDANCE R402.4.4 Rooms containing fuel-burning appliances.In climate systems shall be prohibited.Controls for circulating hot water ±" WITH SECTION AJ 104 OF NYS thereof furnished b the Architect and his Bathroom,utilityroom 10 1.4 cfm/watt <90 zones 3 through 8,where open combustion air ducts provide Y P g 2 POLYSTYRENE RIGID y 9 P P BUILDING CODE TYP. /-CONTINUOUS MINIMAL EXPANDING system pumps shall start the pump based on the identification INSULATION(R-3.0) Consultants are and shall remain their / Bathroom,utilityroom 90 2.8 cfm/watt An combustion air to open combustion fuel-burning appliances,the y of a demand for hot water within the occupancy.The controls roe The are not to be used on this or FOAM AT WINDOW PERIMETERappliances and combustion air opening shall be located outside the P y' property.m'' y HRV or ERV Any 1.2 cfm/watt Any building thermal envelope or enclosed in a room,isolated from inside shall automatically tum off the pump when the water in the any other project unless written permission is 2.8 cfm/watt the thermal envelope.Such rooms shall be sealed and insulated in circulation loop is at the desired temperature and when there is given by the Architect and his Consultants. /-CONTINUOUS BEAD OF SEALANT requirements table R402hno demand for hot water. accordance with the envelope re ues of .1.2,were © A-when tested in accordance with HVI Standard 916 P q R403.5.1.2 Heat trace systems.Electric heat trace systems Eave Deta COPYRIGHT 2021 the walls,floors and ceilings shall meet not less than the basement shall comply with IEEE 515.1 or UL 515.Controls for such LE:N.T.S. wall R-value requirement.The door into the room shall be fully CONTINUOUS BEAD OF ADHESIVE systems shall automatically adjust the energy input to the heat TABLE R402.1.2 gasketed and any water lines and ducts in the room insulated in tracing to maintain the desired water temperature in the piping INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENET' accordance with Section R403.The combustion air duct shall be in accordance with the times when heated water is used i the 6 04-30-22 Town Comments �-CONTINUOUS BEAD OF SEALANT insulatedwhere it passes through conditioned space to a minimum of 5 02-08-22 Town Submission b GLAZED WOOD MASS BASEMENT` SLAB' CRAWL SPACE` R_8 - occupancy. { CLIMATE FENESTRATION SKYLIGHT FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VALUE WALL R403.5.2 Demand recirculation water systems.Demand 4 11-03-21 Design Development ZONE U-FACTOR U-FACTOR a� R-VALUE RVALUE Exceptions: R403.5.2 09-03-21 Design Development SHGC R-VALUE R-VALUE. R-VALUE &DEPTH R-VALUE recirculation water systems shall have controls that comply with both 9 P 1.Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. of the following: DOUBLE TOP 2 08-15-21 Existing Conditions 4 0.32 0.55 0.40 49 20 or 13+5' 8/13 19 10113 10,2 ft 101132.Fireplaces and stoves complying with both section 1.The controls shall start the pump upon receiving a signal PLATE 1 07-24-21 Field Measure � from the action of a user of a fixture or appliance,sensing� 9 R402.4.2 and section R1006 of the International No. Date Remark 5 0.30 0.55 NR 49 20 or 13+5 13117 30 15119 10,2 ft 15119 the presence of a user of a fixture or sensing the flow of hot SEAM AT Residential Code. REVISIONS 6 Option 1 0.30 0.55 NR 49 20+5 or 13+10° 15120 309 15119 10,4 ft 15119 or tempered water to a fixture fitting or appliance. EXTERIOR 2.The controls shall limit the temperature of the water entering SHEATHING CONTINUOUS BEAD OF SEALANT 6 Option 2 0.28 0.55 NR 60 23 cavity 19121 309 15119 10,4 ft 15119 R402.4.5 Recessed lighting.Recessed luminaries installed in the the cold water piping to not greater than 104 degrees F(40 C). Title: building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaries shall SHADED AREAS R403.5.3 Hot water pipe insulation(Prescriptive).Insulation for hot INDICATE HIGH �-CONTINUOUS SILL SEALER for SI:1foot=304.8 mm be IC rated and labeled as having an air leakage rate not more than SCHEDULES a.R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation, 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a water pipe with a minimum thermal resistance(R-value)of R-3 shall DENSITY SPRAY - FULL WIDTH OF MUDSILL be applied to the following: FOAM INSULATION the installed R-value of the insulation shall not be less than the R-value specified in the table. 1.57 psf(75 Pa)pressure differential.All recessed luminaries shall be CODES �-FOUNDATION WALLAS AIR BARRIER sealed with a gasket or caulk between the housing and the interior 1.Piping a inch(19.1 mm)and larger in nominal diameter. AT SEAMS IN b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.Exception:Skylights may be excluded from glazed wall or ceiling covering2.Piping serving more than one dwelling unit. SHEATHING&RIM . fenestration SHGC requirements in climate zones 1 though 3 where the SHGC for such skylights does not exceed 0.30. 3.Piping located outside the conditioned space. JOIST CONCRETE SLAB AS AIR BARRIER c."15119"means R-15 continuous insulation on the interior or the exterior of the home or R-19 cavity insulation at the interior of the basement wall."15119"shall be R402.5 Maximum fenestration U-factor and SHGC(Mandatory).The 4.Piping from the water heater to a distribution manifold. SEAM AT EXTERIOR Drawn by: RJM Checked by: MAA permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. area-weighted average maximum fenestration U-factor permitted using 5.Piping is located under a floor slab. P Y p SHEATHING Date: 09/28/21 Scale: As Note tradeoffs from Section R402.1.5 or R405 shall be in 0.48 in climate zones 4 6. Buried inpiping. 10113 means R-10 continuous insulation on the interior or the exterior of the home or R-13 cavity insulation at the interior of the basement wall. d.R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate Zones and 5 and 0.40 in climate zones 6 through 8 for vertical fenestration,and 0.75 7.Supply and return piping in recirculation systems other than WOOD STUDS Jo No.: 20002 1 though 3 for heated slabs. in climate zones 4 through 8 for skylights.The area-weighted average demand recirculation systems. AT 16"O.C. \�, maximum fenestration SHGC permitted using tradeoffs from Section R405 in Drawing No. �\ ��� e.There are no SHGC requirements in the Marine Zone. climate zones 1 through 3 shall be 0.50. R403.5.4 Drain water heat recovery units.Drain water heat SILL PLATE /-,-\7/.\��\�f\��\� f.Basement wall insulation isnot required in warm-humid locations as defined by Figure R-301.1 and Table R301.1. recovery units shall comply with CSA B55.2.Drain water heat recovery units shall be tested in accordance with CSA B55.1.Potable g.Or insulation sufficient to fill the framing cavity,R-19 minimum. water-side pressure loss of drain water heat recovery units shall be NOTE: Typical Air Sealing Detail " �• less than 3 psi(20.7 kPa)for individual units connected to one or two EXTERIOR WALL CAVITY SHALL BE INSULATED WITH h.The first value is cavity insulation,the second value is continuous insulation,so 13+5 means R-13 cavity insulation plus R-5 continuous insulation. 2 SCALE:N.T.;i. showers. Potable water-side pressure loss of drain water heat FIBERGLASS BATTS AFTER SPRAY FOAMING SEAMS Trn3mQ d I.The second R-value applies when more than half of the insulation is on the interior of the mass wall. recovery units shall be less than 2 psi(13.8 kPa)for individual units connected to three or more showers. Air Seal Detail �4 SCALE:N.T.S. PROPOSED ADDITION 1750 HAYWATERS RD CUTCHOGUE, NY 11935 REMOVABLE S.C.T.M ALLOW FOR AIRWAY COVER BOX 1000-111.00-06.00-018.000 TABLE P3201.7 ABOVE INSULATION PROVIDE INSULATION DAMS BLANKET SIZE OF TRAPS FOR PLUMBING FIXTURES TO PREVENT LOOSE-FILL METAL CAP FLASHING ROOF SHEATHING INSULATION FROM FALLING ENGINEER: @ PIPE MIN.2"'INSIDE PLUMBING FIXTURE TRAP SIZE DOUBLE TOP PLATE ROOF RAFTER TAIL THROUGH ACCESS PIPE&SOLDIER MINIMUMMICHAEL ANGELONE PE LLC LAPSEAM @EXTERIOR (INCHES) MOLDING MICHAEL ANGELONE _ 9f ° DBL.FRAMING METAL BASE- Buthtub(with or without shower head and/or 1"112 LOOKOUT LEDGER a<o o 4 POND PLACE FLASHING SLEEVE _ whirlpool attachment) 0 ° SEALENT @ ROOF& Bidet 1-114 FINISH FASCIA ° 16M. OYSTER BAY, N.Y. 11771 PIPE PENETMTION Clothes washer standpipe 2 0�0% ° ' WALL SHEATHING TEL.:516.922.2024 FAX: 516.453.6002 BUILT-UP ROCiFING Dishwasher(on separate trap) 1-1/2 FASCIA BACKER 3/4"PLYWOOD F.R.T. Floor drain 2 FRIEZE BOARD LOOKOUT CONSULTANT: WEATHERSTRIPPING SEAL GAP BETWEEN FRAME AND SIDING ROUGH OPENING WITH CAULK, WOOD NAILER sink(one or two traps,with or without 1.112 SOFFIT PANEL ° °° BACKER,ROD OR FOAM dishwasher and food waste disposer) 2"X4"STUDS WOOD JOISTS(SEE PLAN FOR SIZE) Laundry tub(one or more compartments) 1-1/2 CONTINUOUS SLOT WOOD BRIDGING Lavatory 1-114 SOFFIT VENT PULL DOWN STAIR Shower based on the total flow rate through METAL SCREENING NAILED STAIR PANEL RJM DRAFTING ( g OVER SLOT VENT showerheads and bodysprays) CONTINUOUS SLOT SOFFIT VENTS AN[)-DESIGNS Flow rate: 5.7 gpm and less 1-1/2 More that 5.7 gmp up to 12.3 gpm Z More that 12.3 gmp up to 25.8 gpm 3 More that 25.8 gmSMI p up to 55.6 gpm 4 O L D L A N D E R S C T THT0WN, NY 11787 For SI:1inch=25.4 mm ralph@rjmdesignsny.com NOTE: 516) 818-5368 FAX (866) 789-7930 P3103.1 VENT PIPES TERMINATING OUTDOORS.VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN ACCORDANCE WITH ONE OF THE METHODS Contractor must verify all measurements and IDENTIFIED IN SECTIONS P3103.1.1 THROUGH P3103.1.4. conditions prior to beginning any work. P3103.1.1 ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR P3103A.3 Report all discrepancies to the Architect in SHALL TERMINATE NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 IAM)ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER writing. Plans subject to approval by all IS GREATER. P3103A.2 ROOF USED FOR RECREATIONAL PURPOSES. WHERE A ROOF IS TO governmental agencies having jurisdiction. BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR The Architect has not been retained for any SUNBATHING DECK,OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM)ABOVE THE ROOF. SIMPSON STRONG TIE 36" field supervision or inspection. His P3103.1.3 ROOF EXTENSION COVERED. WHERE AN OPEN VENT PIPE MODEL LSTA9 @ 16"O.C. TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A (8)10d COMMON NAILS responsibility is limited to the accuracy of the ROOF-MOUNIFED PANEL(SUCH AS A SOLAR COLLECTOR OR PHOTOVOLTAIC PER MANUFACTURERS SPEC. PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF ELEMENT(SUCH AS AN SIMPSON STRONG TIE MODEL CS16 plan. The Architect is further not responsible ARCHITECTURAL FEATURE OR A DECORATIVE SHROUD),THE VENT PIPE SHALL J (14)10d COMMON NAILS PER MFR'S SPEC. ° ° for any damage arising out of the contractor's TERMINATE NOT LESS THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE. TOP ° ° ROOF \ SUCH ROOF ELEMENTS SHALL BE DESIGNED TO PREVENT THE ADVERSE PLATES RAFTER \\ failure to execute the work exactly as shown EFFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT. THE PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF \ on the approved drawing(s). ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA FOR ,e CONTINUOUS RIDGE VENT \ THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA OF THE 300#ASPHALT SHINGLES \ PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE.SUCH VENT ° \ TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS AND ° #15 BULIDING FELT \ PROVIDE ICE&WATERSHIELD --_-- \ BARRIER UNDERLAYMENT AT ~- RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. P3103.1.4 SIDEWALL VENT TERMINAL. VENT TERMINALS EXTENDING THROUGH 112"PLYWOOD SHEATHING PERIMETER OF ROOF AND TO THE WALL SHALL TERMINATE NOT LESS THAN 10 FEET(3048 MM)FROM A LOT WINDOW EXTEND 36"MINIMUM INTO ROOF BEYOND INTERIOR WALL LINE OF T� LINE AND NOT LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE HDR RIDGE(SEE PLAN FOR SIZE) �• AY. . `" •E ELEVATION WITHIN 10 FEET(3048 MM)IN ANY DIRECTION HORIZONTALLY OFDO NOT RESTRICT BUILDING IN CONFORMANCE W/ � THE VENT TERMINAL. VENT PIPE SHALL NOT TERMINATE UNDER THE RIDGE R905.2.7.1 AS PER RCNYS OVERHANG OF A STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT AIR FLOW VENTS. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT ROOF (TYPICAL AT ALL PERIMETER EI s RAFTER ROOF RAFTERS RAKES&EVES OF ROOF) PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE (SEE PLAN FOR SIZE) 2 HDR SUPPORT OPENING AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. O s; 'Lr '� P3103.2 FROST CLOSURE.WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE JACK STUDS • `' DESIGN TEMPERATURE IS 0 F(-18 C)OR LESS,VENT EXTENSIONS THROUGH A 1/2"GYPSUM BOARD a'" �,r >. ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT SEAL: INSIDE THE THERMAL ENVELOPE OF THE BUILDING. DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED All drawings, specifications, and copies thereof furnished by the Architect and his Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is given by the Architect and his Consultants. @ COPYRIGHT 2021 TYPICAL ICE BARRIER DETAIL 7 SCALE:N.T.S. 6 04-30-22 Town Comments 5 02-08-22 Town Submission 4 11-03-21 Design Development PLAN VIEW-TYP. 3 09-03-21 Design Development 2 08-15-21 Existing Conditions 1 07-24-21 Field Measure USE A MINIMUM OF No. Date Remark TWO 8d NAILS THIS DOUBLE TOP REVISIONS 2"X4"STUDS SIDE OF RR. PLATE • 2"X4"STUDS @16"O.C. • °° NOTE: Title: @16"O.C. TOTAL FOUR BOTTOM OF ALL DOOR — GYPSUM BOARD 8d NAILS BUILT UP AND WINDOW HEADERS EACH FACE 274"FILLER INTO RR. TO LINEUP WOOD GIRDER STEEL BEAM 274"BASE BLOCKS GUSSET PLATE DETAILS — 2"X4"STUDS PLATE 16"O.C. BOTH SIDES NUTS AND " HEADER SEE PLAN FOR SIZE OF COLUMN BOLTS 274"BASE TWO 8d NAILS o 2"X4"BASE 2"X4"FILLER PLATE INTO PLATES WOOD POST STEEL Drawn by: RJM Checked by: MAA BLOCKS WALL STUDS Date: 09 28/21 Scale: As Noted PLATE INSIDE CORNER EIGHT STUD AILS @16"O.C. COLUMN 10 No.: 20002 INTERIOR W'ALLASSEMBLY(TYP.) OUTSIDE CORNER BUILT-UP CORNER POST TIE#H7 @ 16"O.C. Drawing No. COLUMN DETAIL A­sC .T.S. E, F' PROPOSED SIMPSON HDU5 SOLID POST GYPSUM WALL BOARD ADDITION HOLDO m HOEDOWN INSTALLED IN ACCORDANCE HOEDOWN N HDU5 WITH CHAPTER 7(INTERIOR) 0 5/8"THREADED ROD GYPSUM WALL BOARD o THROUGH HEADER 16D NAIL @ 24" O.C. INSTALLED IN ACCORDANCE CD 00 WITH CHAPTER 7 1750 HAYWATERS RD BLOCK16D NAIL @ 24" O.C. WOOD STRUCTURAL PANEL EACH BAY _ o INSTALLED IN ACCORDANCE CUTCHOGUE, NY 1193 5 -4 WITH TABLE R602.3.1(1) JOIST HANGER EACH JOIST • S.C.T.M • WOOD STRUCTURAL PANEL 8D NAIL @ 6"O.C.ON ALL FRAMING MEMBERS AT 1000-111.00-06.00-018.000 8D NAIL @ 6"O.C. INSTALLED IN ACCORDANCE PANEL EDGES AND 12"O.C. —11/4"20 GA GALV (ALL PANEL EDGES) WITH TABLE R602.3.1(1) ON ALL FRAMING MEMBERS STRAPPING EACH JOIST 518"HILTI HIT-Z ROD W/ •• ° GP����� 8D NAIL @ 12"O.C.ON ALL _ MIN 7112"EMBEDMENT& NOT AT PANEL EDGES ENGINEER: .o ; •p p't; SIMPSON HDU5 FRAMING MEMBERS NOT AT • ° HOLDOWN MICHAEL ANGELONE PE LLC HILTI HIT HY-200 PANEL EDGES o ' • �`' SOLID POST MICHAEL ANGELONE _ (a) OUTSIDE CORNER DETAIL (b) INSIDE CORNER DETAIL 4 POND PLACE SCALE:N.T.S. SCALE:N.T.S. OYSTER BAY,N.Y. 11771 TYPICAL CANTILEVER HDU5 HOLDDOWN HDU AT CANTILEVER EXTERIOR CORNER FRAMING TEL.:516.922.2024 FAX: 516.453.6002 A 1 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. CONSULTANT: NOTE:TYPICAL AT ALL CORNERS U.O.N. ROOF FRAMING ` RJM DRAFTING DOUBLE TOP PLAT AND-DESIGNS TYP REQ'D CONNECTORS(SEE SHEET RC-1) I k SIDING AS SELECTED BY 7 0 L D L A N D E R S C T OWNER SMITHT0WN, NY 11787 15#FELT BUILDING PAPER OR EQUAL ralph®rjmdesignsny.com GALVANIZED METAL FLASHING (516) 818-5368 FAX (866) 789-7930 CORNER POST CASE HARDENED,GALV.THROUGH BOLTS WI 2"X 6"PTPT RAIL CAP CRIPPLE STUDS Contractor must verify all measurements and WASHERS @ 16"O.C.,STAGGERED 2"X 4"PTP TOP RAIL conditions prior to beginning any work. SIMPSON HDU5 F>< 2"X 2"PTP BALUSTRADE 4"O.C. Report all discrepancies to the Architect in HOEDOWN PLANK DECKING-SEE PLAN @ P P LSTA 21 BOTH SIDES writing. Plans subject to approval by all 4"X 4"PTP WOOD POST SECURED WITH TOP.STUD STRAP SEE FLOOR SIMPSON HDG DTT2Z AS INDICATED HEADER STUD governmental agencies having jurisdiction. TO FLOOR DETAIL SEISMIC&HURICANE TIE The Architect has not been retained for an ° ° ° ° ° ° ° 2"X 4"PTP BOTTOM RAIL SIMPSON HDG-H2.5A y SUBFLOOR >< ° ° ° ° ° ° ° DECK JOISTS @ 16"O.C. field supervision or inspection. His -SEE PLAN - 2"X 6"PTP WOOD DECKING PTP GIRDER-SEE PLAN FOR SIZE HDUS SHEARWALL HOLDOW responsibility is limited to the accuracy of the 518"THREADED ROD—,,,,,, -f—FLOOR FRAMING AS INDICATED ON PLAN PTP DECK JOISTS-SEE PLAN plan. The Architect is further not responsible — PROVIDE'SIMPSON'#DDT2Z TENSION FOR SIZE&SPACING NO UPLIFT CONNECTION for any damage arising out of the contractor's CONNECTORS ANCHORED TO EACHOTHER VIA W REQ'D 1/2"0 GALV THREADED ROD W/NUTS& Q failure to execute the work exactly as shown WASHERS"' POST CAP SIMPSON HDG-BC4 Y GALV.JOIST HANGERS AS MFG'D BY'SIMPSON' I 4"X 4"PTP POST on the approved drawing(s). TOP PLATES LEDGER BOARD-SEE PLAN o ? COLUMN BASE SIMPSON HDG- CBS SIMPSON HDU5 GALV.METAL FLASHING MEMBRANE HOEDOWN 12"0 P.C.FOOTING -' '4 112 CDX PLYWOOD SHEATHING - NOTE: HANDRAILS SHALL NOT ALLOW THE PASSAGE OF A 4"DIA. CS20 COILED STRAPPING , SPHERE AT ANY LOCATION,IN ACCORDANCE WINYCBC DWELLING SCALE:N.T.S. FLOOR TO FLOOR HOLDDOWN FLUSH LEDGER DETAIL TYPICAL WOOD PLATFORM SECTION UPLIFT CONNECTIONS AT WALL OPENINGS 5 SCALE:N.T.S. p SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. "TENSION CONNECTORS TO BE INSTALLED AT MIN TWO(2) 8 LOCATIONS WITHIN T-0"OF EACH END OF DECK AS PER R507.2.4 NOTE: -UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN SEAL: ADDITION TO CONNECTIONS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES -ALL CONNECTORS AS MANUFACTURED BY"SIMPSON" DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED ADDITIONAL FRAMING FULL-HEIGHT BLOCKING All drawings, specifications, and copies CONTINUOUS RIM MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG thereof furnished by the Architect and his OR END JOIST BRACED WALL PANEL BRACED WALL PANEL Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is given by the Architect and his Consultants. ©COPYRIGHT 2021 8D @ 6"O.C. TOE NAIL 3-81)NAILS 8D @ 6"O.C. ALONG BRACED AT EACH BLOCKING WALL BOTTOM BARS,SEE ALONG BRACED WALL PANEL MEMBER 6 04-30-22 Town Comments HDU8 APPLICABLE SECTIONS (2)STUDS MINIMUM WALL PANEL 5 02-08-22 Town Submission UPPER-LEVEL EXTERIOR WALL SHEATHING 4 11-03-21 Design Development WALLSTUDS 3 09-03-21 Design Development o 'o 2 08-15-21 Existing Conditions SINGLE SHOE BRACED WALL BRACED WALL BRACED WALL 1 07-24-21 Field Measure 2041 PLATE PANEL PANEL PANEL No. Date Remark a'- a - _ 4 CS 20 COILED STRAPPING @ 16"O.C., REVISIONS _ SUB-FLOOR PROVIDE MIN 3-10D BOX NAILS @ EACH END OF STRAP INTO STUD(TYP @EACH STUD) Title: _ II 3-16D @ 16"O.C. 3-16D @ 16"O.C. 3-16D AT EACH ao - j lI II I II I I I I I THREADED '; ALONG BRACED ALONG BRACED BLOCKING MEMBER ° a " 1 ROD I FLOOR JOISTS BOX BEAM WALL PANEL WALL PANEL Ik DETAILS SIMPSON STRONG-TIE HDU8 with SDS SCREWS TERMITE SHIELD OVER SILL SEALER INSTALL a a INSTALLALL CORNERS AND . a° (2)STUDS MINIMUM WHERE INDICATED ON PLANS a GRADE 2-16D NAILS EACH SIDE N ADDITIONAL FRAMING PROVIDE&INSTALL MASONRY INFILL AT Drawn by: RJM Checked by: MAA _ __ CONTINUOUS RIM EXISTING BRICK SHELF TO ALIGN WITH TOP s"cLR Date: 09/28 21 Scale: As Noted DOUBLE TOP OR END JOIST MEMBER DIRECTLY BELOW OF EXISTING FOUNDATION WALL Jo o.: 20002 I -T 7", 'D' D' 'D' PLATE BRACED WALL PANEL FULL-HEIGHT BLOCKING ,� Typ, ' HDU8 @ 16"O.C.ALONG 5/8 HILTI HIT-Z ROD @ 72 O.C.W/MIN 7112 FIGURE R602.10.8(2) BRACED WALL PANEL EMBEDMENT&HILTI HIT HY-200 Drawing No. ALL THREAD LOWER LEVEL BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOORI CEILING FRAMING ROD WALL STUDS • ..RN, (� TYPICAL STEPPED FOOTING DETIAL 18 HDU8 HOLDDOWN �A­sc ACED WALL PANEL CONNECTIONS TYPICAL ANCHOR BOLT DETAIL " SCALE:NTS SCALE:N.T.S. N.T.S. SCALE:N.T.S. GENERAL NOTES GENERAL CONDITIONS FOUNDATION NOTES: CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. ALL EXTERIOR WALLS SHALL BE 2"X 4"S @ 16"O.C.WITH FIRE ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR - BACKFILL BELOW FOOTINGS IF REQUIRED,SHALL BE DONE CONCRETE PROPOSED SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND HAVING A 28 DAY COMPRESSIVE COMPRESSIVE STRENGTH OFF 3,000 PSI PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND RUBBISH REMOVAL. (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT STOPPING. FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY - ALL FOOTINGS SHALL HAVE A MINIMUM OF T-0"OF COVER ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS SPECIFIED ON THE DRAWINGS. CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO ADDITION ANY WORK. REQUIRED TO BE FLUSH. PLUMBING CODE OF NYS&2020 FUEL&GAS COD OF NYS) ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. - PROVIDE'KARNAK,ONE-KOTE'WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE CONTRACTOR TO VERIFY THE EXISTENCE!AND STRUCTURAL ROOF FRAMING RAFTERS SHALL BE AS SHOWN. ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 112"THICK ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB - PROVIDE 6 MIL POLY ETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR GYPSUM BOARD. CRAFTSMANSHIP BY ALL TRADES CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND ALL DOOR AND WINDOW HEADERS SHALL BE 2.2"X 10"S FOR SPANS DISCREPANCIES OR OMISSIONS TO THE OWNER. - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR TO 6'-0",LARGER SPANS SHALL BE AS NOTED. ALL BATHROOM WALLS TO BE COVERED WITH 112"THICK SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS COMPLETELY BY THE CONTRACTOR WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. AND OF WORKMANSHIP WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE REPLACED AS REQUIRED. ALL EXTERIOR SHEATHING SHALL BE 112"THICK EXTERIOR GRADE CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK 1750 HAYWATERS RD WITH PERIODIC CHECKS ON ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH PLYWOOD. TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS DONE IN A SAFE SENSIBLE MANNER, - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE OF 3000 PSI.AT 28 DAYS. COATS JOINT COMPOUND. WHERE APPLICABLE THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL TREATED PRESERVATIVE(PTP)LUMBER CUTCHOGUE NY 1 193 5 ALL SUBFLOORS SHALL BE 314"THICK EXTERIOR GRADE PLYWOOD. TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND COMMISSION AND O.S.H.A.REGULATIONS. ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN PROVIDE 112"THICK RIGID POLYSTYRENE INSULATION UNDER ALL EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL - ALL NEW EXPOSED SLABS ON GRADE,GARAGE SLABS,FOUNDATION WALLS AND FOOTINGS �- ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. PROVIDE METAL RAFTER TIES AT ALL RAFTER/TOP PLATE CONNECTIONS NEW VINYL SIDING. BE THE CONTRACTOR'S RESPONSIBILITY RENTAL CHARGES,SAFETY,PROTECTION AND MAINTENANCE OF RENTAL EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 28 DAYS S.C.T.M (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) AND METAL JOIST HANGERS AT ALL FLUSH JOIST/GIRDER CONNECTIONS. ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE THE CONTRACTOR SHALL PRESENT THE BUILDING OWNER 1000-111.00-06.00-018.000 FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANN THECY.ALL GLASS THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY -ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED(HDG)OR STAINLESS EXTEND TO A MINIMUM DEPTH OF 3'-0"BELOW GRADE. PROVIDE 1 X 3 CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS WALLS BELOW GRADE. SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY,CARE OF STEEL IN ACCORDANCE W1 R317.3 OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS IS INSTALLED. EXTERIORS HAND RAKED FREE OF DEBRIS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL .PROVIDE z"GWB AT UNDERSIDE OF FLOOR FRAMING AT ENTIRE BASEMENT CEILING IN COMPLIANCE W1 ENGINEER: =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM BE CONTRACTOR'S RESPONSIBILITY. DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND R302.13 MICHAEL ANGELONE PE LLC 3112"(R-15)TYPE FIBERGLASS FOILBACK INSULATION &112"RIGID FREE OF CONSTRUCTION WASTE WHERE POSSIBLE MICHAEL ANGELONE ALL GLAZING SHALL BE LOW E4 AND CONTAIN A INSULATION(R-3.0) MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U.D.N. ALL ROOF RAFTERS SHALL BE INSULATED WITH A MINIMUM 5112"R-21 4 POND PLACE TYPE FIBERGLASS FOILBACK INSULATION U.O.N. OYSTER BAY, N.Y. 11771 CONSTRUCTION NOTES: � � TEL.:516.922.2024 FAX: 516.453.6002 ROOF: 1ST FLOOR: '>=SCAPE WELL & WINDOW 30 YR"ARCHITECTURAL"ASPHALT SHINGLES FINISH FLOOR ON 4"T&G PLYWOOD SUBBY WELL CRAFT CONSULTANT: FLOOR MODEL # 5600 (OR APPROVED EQUAL) �� 30#FELT BUILDING PAPER (STURDI-FLOOR)OR APPROVED EQUAL Z"CDX PLYWOOD SHEATHING 2 X 10 FLOOR JOISTS @ 16"O.C.(UON-SEE PLAN) INSTALL PER NG PL SPEC. WEIGHT BEARING PLASTIC LID 2 X 8 ROOF RAFTERS @ 16"O.C.(UON) INSULATION:SEE SCHEDULE -- ---- ---- -- -- ---- -- ---- -- ---- -- - -- 2 X 6 COLLAR TIES @ 32"O.C.(UON) !.'GYPSUM BOARD-TAPE&SPACKLE 3 COATS 2 X 6 CEILING JOISTS @ 16"O.C.(SEE PLAN) - -_ 1 Q�R DRAFTING -- - - -- -- - - - - --- INSULATION:SEE SCHEDULE 2ND FLOOR: ESIGNS Z"GYPSUM BOARD-TAPE&SPACKLE 3 COATS FINISH FLOOR ON 4'T&G PLYWOOD SUBFLOOR CXW135 (EGRESS) /EX SHELF 0 51' HT. i EX (STURDI-FLOOR)OR APPROVED EQUAL 36 Y2%42" R.O. EX FINISHED 2 X 10 FLOOR JOISTS 16"O.C. UON-SEE PLAN _LEX PANEL EI SLAB L BASEMENT � __________ _ _ _ ___ WALL: 2'GYPSUM BOARD-TAPE&SPACKLE 3 COATS 24- L - --- - - - -- - --- -- -- HORIZONTAL VINYL SIDING ) J I 7 0 L D L A N D E R S C REC. RM. T z"CONTINUOUS RIGID FOAM INSULATION INSULATION SCHEDULE: I 80" HT. DRYER I SMITHTOIiPN, NY 11787 DRAFT RETARDER EK OR EQUAL ® M EX SHELF 0 51" HT. ralph®rjmdesignsny.com ) R-49 @ ALL CEILINGS I SMOKE/=�. Ex 26 � I I Ex HoRAP (516) 818-5368 FAX (866) 789-7930 i USE CDX PLYWOOD SHEATHING R-21 @CATHEDRAL CEILING I TRAP li O 00 2 X 4 STUDS 16"O.C. SEE PLAN ,� 00 _ @ ( ) R-15&R-3 RIGID @ALL EXTERIOR WALLS INSULATION:SEE SCHEDULE R-30 @FLOORS INDICATED ON SECTION I 1 " " N EX WATER o m = 1-"GYPSUM BOARD-TAPE&SPACKLE 3 COATS • ALL INSULATION TO BE INSTALLED AS PER I X DP W x MAIN INN LO I Contractor must verify all measurements and z MANUFACTURER'S INSTRUCTIONS -- --- - -- -- -- -- - - - - ----- J �R W ® conditions prior to beginning any work. X j Ex 2668 ❑ H..W.H. I Report all discrepancies t0 the Architect lri ROOF SYSTEM: - - XBUER W = (--- -- -- -- -- - --- -`-- --- - '1 X EX EX (3) 2x8 DHR HDR cn THE NEW ROOF SYSTEM SHALL INCLUDE,BUT NOT BE LIMITED,TO THE FOLLOWING: ALL VALLEYS, I I I L CL - - _ _ _ _�__ 72" eor. - I W I writing. Plans subject to approval by all EAVES,RAKES,CRICKETS,ETC.,TO RECEIVE G.A.F."STORM GUARD"FILM SURFACE LEAK BARRIER I 1 - - Ex 24s8 EX (3) 2x8 DHR HDR EX (3) 2x8 DHR HDR EX (3) 2x8 DHR HDR EX 275 GAL INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO RECEIVE G.A.F."SHINGLE-MATE" I I I - - 72" eor. 72" eor. 72" BOT. OIL TANK. I I � o � 1 governmental agencies having jurisdiction. 30#BUILDING FELT INSTALLED AS PER MANUF'ACTURER'S INSTRUCTIONS. ROOFING SHINGLES TO BE 24' - - _ EX 2x8 F.J. @ 16" O.C. I The Architect has not been retained for an G.A.F."TIMBERLINE"ULTRA 30 YEAR ARCHITECTURAL SHINGLES,(AS SELECTED BY OWNER),INSTALLED I _- _ -- EX BASEMENT o of 80" BOT I y - -- - - ---- - AS PER MANUFACTURER'S INSTRUCTIONS. ALL RIDGE AREAS TO RECEIVE"COBRA VENT"RIDGE I I I � _ � o � O � 0 m I field supervision or inspection. His VENTING Wl G.A.F."TIMBERTEX"RIDGE CAP SHINGLES. I I I I ® m "Cq 3R 1 �? SUMP 7)z I responsibility is limited to the accuracy of the UPI I CR A WL~S'AP ® PUMP O 1 � I 00 W 00 W I I plan. The Architect is further not responsible 1 ( 2" THICK CONC. SCREED SLAB ON N W I v=i N WELL COMPACTED POUROUS FILL @ w o I W x I I for any damage arising out of the contractor's _ a I 24. w I I I I ) � I X SHELF 0 51" HT. EX CRAWL UP I S^y.� failure to execute the work-exactly as shown N I PIN EXISTING FOUNDATION TO 3 ACCESS gR I y I I N I I d.0. ' 1 NEW WITH #5 REBAR 12" O.C. y X EX GARAGE I I VERT. GROUT SOLID W/ ROUT (TYPICAL) N on the approved drawing(s). I EX SHELF 051" HT. I--- - - -- --- - -- ---O2x4 STUD WALL 16" O.C. ISLAB I 1 - - --- - - - - --- --� I 1 1 11 I - _ 1 I W/R-13 BATT INSUL I J I - • D EI `I _ = . s EX BELCO DOOR TO REMAIN. r ----- -I 2xSEE D TAD 1L R 1 -- - --- - ---- - --- ---- --� I I I I I 1 I PROVIDE NEW COVER FOR .,np 1 I J %* TYPE 'X" GYP. I I I I _ I �4 PLYWOOD SUB FLOOR 2 �I I a 1 - WOOD DECK ABOVE ". T = + '•"= BD. FIN. GARAGE SIDE 2x6 F.J. 0 16" O.C. I a0 PIN EXISTING FOUNDATION TO ( 1 1 I 4 I PROVIDE 8" D A. I I 2 I NEW WITH #5 REBAR 12" O.C. W/R-21 BATT INSUL I p`-1 1 1 I CONC. FOOTI G I VERT. GROUT SOLED W/ (TYPIC L) - EPDXY ROUT (TYPICAL) I (2) 2x6 ACQ I 1 I I I I I -- - LO ' . R6VIDE 8"x16" VENT W'` I Imo. I WITH INSEcr scREENsI SIMPSON STRONG-TIE DTT1 Z 3> CAL AS SHOWN) I I SE DETAIL 4 / A-2 I II oI I w j J iI iI I 2x6 F.J. @ 16" O.C. I X� 2x4 ACQ PLATE THUMDER � � IW I .r BOLTED INTO EX SLAB Q CY :. 4'-7" 3,_8„ Q `° © I I EX I 'I� �b I I W ,` .� ' � r .�,� -:t' �.. o $ I I 11 I N ® I I CRAWLSAPCE I I IIIA D.J. O.C. L- - - -- -------- -- -- -- - 2x10 ACQ @ 16" o ---- -- -- J 11 II I _I C4 SEAL: L-- ---- -- -------- -- ------ -- -- -------- I I I Iio 5 X 3'-8" 8'-7" 3'-8" I 2 I " - �' I DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED 15-11" 1 1CY I to All drawings, specifications, and copies 66 I 1 � 0 1 0, thereof furnished by the Architect and his 06 I i t N I Consultants are and shall remain their Q I I N I property. They are not to be used on this or 1 I 2 `X® I PROVIDE 14" DIA. vl ( any other project unless written permission is 2 PROPOSED FRAMING DETAIL I _ N _ - I, CONC. G , I 1 --- -_ o given by the Architect and his Consultants. - - - -r J `I -- �- (TYPICAL) (� 1 ©COPYRIGHT 2021 SCALE = 3/4" = 1'-0" , PROPOSED FOUNDATION PLAN O SEE DETAIL - N - - -- --- - �/ - �s-71 1 - -- - - ) SCALE = 1/4" = 1'-0" 1 6 04-30-22 Town Comments 4'-6" 4'-10y2" 4'-6" 10'-4" 5 02-08-22 Town Submission 10'-8" DECK 4 11-03-21 Design Development 3 09-03-21 Design Development .> 2 08-15-21 Existing Conditions 1 07-24-21 Field Measure No. Date Remark REVISIONS TAR_ Title: LEGEND PROPOSED F] DENOTES POST ABOVE FOUNDATION P LAN DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) HEADER SCHEDULE ® NEW (3) 2"X4" POST U.O.N. NOTES 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. (U.D.N.) 1. PROVIDE (2) JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & WINDOW ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN Drawn b PJM Checked b MAA FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W/ 1/2" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN y= y FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED, WITH SDL STUD FILL W/ ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS Date: 09/28/21 Scale: As Note 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR SIZE OF OPENING REQUIRED MEMBER Jo No.: 20002 CORNERS. ORDERING. THE BASEMENT LEVEL. VENTILATION AREA. [ ] EXISTING WALL TO REMAIN 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" Drawing No. TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER ---"- ------� ` WALL BOARD ON WALLS & CEILINGS AT ALL EXISTING WALL/FIXTURE TO BE REMOVED PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT BATHROOMS. 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6'-0" (2) 2" x 10" 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA 4. PROVIDE 1/2" CEMENT BOARD ON WALLS & 7. PSL'S MAY BE SUBSTITUTED FOR LVL'S OF SAME DEPTH TO ACHIEVE r ADVANCED E-LOW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20" WIDTH / 24" CEILINGS AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" NEW WALL GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" 5. PROVIDE 2"X6" STUDS AT ALL PLUMBING WALLS 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W/ Y2 DIA. 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. AND WALLS CONTAINING POCKET DOORS. BOLTS @12 O.C. STAGGERED FOR ALL HEADER POST NOT SPECIFIED: FOR APPROVAL PRIOR TO ORDERING. 6. SHEER WALLS TO BE 2"X6" WITH 1 2" 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS 6. ALL DOOR SIZES TO BE FIELD PLYWOOD ONE SIDE 2 NAILS 6" 1 C EDGE 10.SEE DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPENINGS < 6'-0" NEW CONCRETE FOUNDATION WALL VERIFIED WITH GENERAL / STEEL DETAILS CONTRACTOR. AND 12" 0/C FIELD 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE USE (3) 2"X4" POST FOR OPENINGS > 6'-0" ON CONCRETE FOOTING 2X4 WALL STUD @ 16" O.C. DIA. STAINLESS STEEL LAG PROPOSED 3 1/2" R-15 BATT INSULATION BOLTS W/WASHERS TO EXISTING XISTING SIDING 1/2 CDX PLYWD. SHEATHINGxzzz 2 HOUSE FRAME. STAGGER T&B @ 12 O.C. NEW SIMPSON DTT1Z DECK TENSION HOLD DOWN ADDITION NOTE: DO NOT OVER TIGHTEN BOLTS Y2" GYP. DB. FIN. `V (1,500 LBS CAPACITY) W/s"X71 HDG 0 THREADED ROD W/ NUTS & WASHERS; 2X4 PLATE FIN. FLOOR n J 2 LOCATIONS - ONE AT EACH END °- 0 0 0 (24 MAX FROM END) 1750 HAYWATERS RD COPPER TERMITE SHIELD PLYWOOD SUBFLOOR FINISHED F LR. CONT. SILL SEAL FLOOR JOISTS N _ VC DECKING SELECTED BY OWNER CUTCHOGUE, NY 11935 - - - ELEV. o'-o" FIB12" 12" 12" 12" ERGLASS BATT S.C.T.M INSULATION P.T. DECK JOIST AS PER PLAN 1000-111.00-06.00-018.000 (1) P.T. 2"x12" FASTENED w/ (2) METAL S.S. JOIST HANGER BY 'SIMPSON' (OR RIM JOIST 5/8" O x 5" LONG HEAVY DUTY ENGINEER. FINISHED GRADE l - - (2) 2 X 6 ACO PLATE EQUAL) @ EA. JOIST S.S. LAG BOLTS @ 16" O.C. INTO MICHAEL ANGELONE PE LLC SLOPE MIN 6" WITHIN z 1/2" ANCHOR BOLTS r,3:z%F0UNDAT10N DETAIL FLUSH BEAM. MICHAEL ANGELONE 1ST 10'-0" FROM WALL I III III III III - - 32 O.C. MIN l'-O" FROM SCALE = 3/4" = 1'-0" 4 POND PLACE II r-0 CORNERS EACH WAY 4 TENSION D E T A I � OYSTER BAY, N.Y. 11771 01 TEL.:516.922.2024 FAX: 516.453.6002 BITUMINOUSI_ III I I III I -- = 3 4" - 1'-0" DAMPR001-ING ao -- SCALE / colvs>ULTArrT: -1 I ISI I IF.-r III III o a o < IFE1III F (2) #5 RE13AR CONT. - A�_ 2 P.C. SLAB OVER 6 MIL IN ALL P.C. FTGS. TYP. _ I I- POLYETHYLENE VAPOR ;' 2 RJ`M DRAFTING . BARRIER EX 211211 DH TW3046 (E)- TW3046 (E)I EX 21131 DH a I_ - - - - - - - - - ❑ AND-DESIGNS , -III = I I 6" WELL COMP. POUROUS FILL �o EX I L. 8" P.I.P. CONC. FND. WALL OVER = in _ I I I I III III III L� EQ E in� EX BATH �,� � W m we O �� 10 x 24 CONT. P.C. FTG. W/ 2 x Fµr CL FAN r 4" KEYWAY III . I III III III III- � � I � � SMITHTOWN, NY i l 787 7 0 L D L A N D E R S C T EX 21041 DH EX 21041 DH EX 21041 DH EX 211211 DH SHOWER MOD M ASTER o - - - - - - -- - o ralph®rjmdesignsny.com EX La 96' HT. LC li5* a SINK (516) 818-5368 FAX (866) 789-7930 BATH I I SM0m � M F SMOKE/CO TO BE LOCATED \ 0 \ m x O OUTSIDE THE IMMEDIATE I Contractor must verifyall measurements and %WE/CO2 DET AREA OF THE BEDROOMS. 2 FOUNDATION DETAIL x 1 I O N o CO ALARMS MUST F WITHIN UJ EX 2868 2668 5 10 FEET OUTSIDE OF THE to I conditions prior to beginning any work. POCKET �. DOOR. '- SCALE = 3/4" - W W EX KITCHEN Report all discrepancies to the Architect in ao~ ao I I 96` HT. EX 14070 O.H. DOOR " W a " DW g pp y W \ 11 � X E 00 writing. Plans sub ect to approval b all xIL "o CL CL LD - W a D D W O RANGE governmental agencies having jurisdiction. O 4 511o1�/cot oEr. 00 Ex o 0 0 to -------- The Architect has not been retained for any C L "__ - (2) 2x1 o FLUSH EX 3068 E X DINING - BI-FOLD 96" HT. I - I field supervision or inspection. His -(z) 2x,o - �2) x,� - - -- N T�� �2� i responsibility is limited to the accuracy of the DN NEW W.I.C. NEW W.I.C� '` plan. The Architect is further not res onsi 1 PVC RAIL CAP I I 7R I 3R N \/ I p p be EX BED #2 Wss- Hr. 0I I /\ I REF for any damage arising out of the contractor's /EX\ I LKYUGH�T failure to execute the work exactly as shown I I I 30NEW HALL I 8 I I I I on the approved drawing(s).I � I I < EX GARAGE I DN D I I I 96' HT. I X EQ. EQ. EX FWG51068 PVC BALUSTRADE @ 411 O.C. L- I _ I I- -- Q N - ---- " TYPE 'x' / (2) 2x10 (2) 2x10 (2) 2x10 (2) 2x10GYP. BID 4" X 4" PT WOOD POST SECURED WITH WALLS PER "C" LABEL - _ _ i� j'* RE OC TW3046 (E) TW3046 (E) r• s e INDICATEDN.Y.S. CODE F.P.S.C. MTL. / D co O 211 DH INSUL. DOOR O `� 4 FR 131:11) #2 SIMPSON HDG DTT2Z AS IN SEISMIC & HURICANE TIE I_ei I C L 1 NEW TO ADE I I I I rX I 1i •� PVC BOTTOM RAIL - SIMPSON HDG - H2.5A I DRYER "I I T LAUNDRI- x M W I I SLo PVC DECKING PT GIRDER SEE PLAN FOR SIZE v 1 WASHER U O Afi P.T. DECK JOISTS 84 P -J I 1 MOD FAMILY W --------- -- 1_--. L I o NEW DECK SEAL: N SMOM/cot WT. N TREX DECKING - - -11 I COLOR BY OWNER w � W11 I x I I N DO NOT SCALE DRAWINGS of IIII I LATTICE WITH INSECT � POST CAP SIMPSON HDG -BC4 EX 2840 DH 6'-7- 7'-71 1 -9" ALL RIGHTS RESERVED I W SCREEN15-11" I I All drawings, specifications, and copies I IJ thereof furnished by the Architect and his II 411 X 411 PT POST Consultants are and shall remain their I I I iI property. They are not to be used on this or o Z COLUMN BASE SIMPSON HDG - CBS 2 �I I I .I any other project unless written permission is ILINEA W 11 1 DIRECT VENT �oPE I I given by the Architect and his Consultants. I� I GAS FIREPLACE i i W I @ COPYRIGHT 2021 I 12"O P.C. FOOTING (2) 2x10 ( x12 (2) 2x10 .34 L_---------J N C124 24 1 O CUST TRAP CUST TRAP - --- I 6 04-30-22 Town Comments NOTE: w 5 02-08-22 Town Submission HANDRAILS SHALL NOT ALLOW THE PASSAGE OFA4" DIA. 1 PROPOSED FIRST FLOOR PLAN $ ,o j 4 11-03-21 Design Development SPHERE AT ANY LOCATION IN ACCORDANCE W/NYCBC 2'-5" 2'-1" 5'-6)'2" 12-1" 2'-5" 3 09-03-21 Design Development SCALE = 1/4" = l'-O" 14'-6)/2"" q 1 10'-8" DECK 2 08-15-21 Existing Conditions Ir I1 07-24-21 Field Measure 5 DECK DETAIL RNo. E Date Remark REVISIONS SCALE = 3/4" = l'-0" Title: LEGEND PROPOSED FIRST DENOTES POST ABOVE FLOOR PLAN & DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) ®HEADER SCHEDULE NEW (3) 2"X4" POST U.O.N. NOTES 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. (U.O.N.) 1. PROVIDE (2) JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & WINDOW ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN Drawn b PJM Checked b MAA FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W/ 1/2" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN y ecy FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED, WITH SDL STUD FILL W/ ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS Date: 09/28/21 Scale: As Noted 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. SIZE OF OPENING REQUIRED MEMBER o o.: 20002 OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR CORNERS. ORDERING. THE BASEMENT LEVEL. VENTILATION AREA. 0 EXISTING WALL TO REMAIN 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" Drawing No. WALL BOARD ON WALLS & CEILINGS AT ALL F -� TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET SS REQUIREMENTS5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER � , PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE " L____________J EXISTING WALL/FIXTURE TO BE REMOVED 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA BATHROOMS. UP TO 6 -0 (2) 2 x 10" 4. PROVIDE 1/2" CEMENT BOARD ON WALLS & 7. PSL'S MAY BE SUBSTITUTED FOR LVL'S OF SAME DEPTH TO ACHIEVE ADVANCED E-LOW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20" WIDTH / 24" CEILINGS AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" � GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" " 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W Y2 DIA. ® NEW WALL 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. 5. PROVIDE 2X6 STUDS AT ALL PLUMBING WALLS BOLTS ®12" O.C. STAGGERED /, AND WALLS CONTAINING POCKET DOORS. FOR ALL HEADER POST NOT SPECIFIED: Am2 a (I FOR APPROVAL PRIOR TO ORDERING. 6. SHEER WALLS TO BE 2"X6" WITH 1/2- 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS 6. ALL DOOR SIZES TO BE FIELD 10.SEE DETAILS SHEETS FOR WOOD FRAMING STRAPPING CONCRETE AND USE (2) 2"X4" POST FOR OPENINGS < 6' 0" PLYWOOD ONE SIDE SD NAILS 6" 0/C EDGE � � - NEW CONCRETE FOUNDATION WALL VERIFIED NTH CONTRACTOR. AND AND 12" O/C FIELD STEEL DETAILS 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE USE (3) 2"X4" POST FOR OPENINGS > 6'-0" ON CONCRETE FOOTING ROOF RAFTERS & CEILING JOISTS PROPOSED ❑ SUPPORTS FOR <3:12 SLOPE DESIGNED AS BEAMS NOT RAFTERS .... [802.3] R905.2.7.1 ICE PROTECTION. IN AREAS WHERE THE AVERAGE DAILYTEMPERATURE IN JANUARY IS 25' F (-4C) OR LESS OR WHEN TABLE ❑ RAFTER TIES-1x4, 4ft. O.C. .... [802.3.1] R301.2(1) CRITERIA SO DESIGNATES, AN ICE BARRIER THAT ADDITION ❑ RIDGE BOARD MIN. 1x MUST BE FULL DEPTH OF CUT RAFTER .... [802.3] CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED O11 HIP & VALLEY RAFTERS OF 2x MATERIAL AND FULL DEPTH OF CUT RAFTER .... [802.3] TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN D 0 0 R S C H E D U L ❑ ATTICS>30in. HIGH & > 30sq.ft. REQUIRE ACCESS-MIN. 22in. x 30in. OPENING [807.1] SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND 1 .... EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES ❑ HEADERS & TRIMMERS >4ft. MUST BE DOUBLED ....[802.9] (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ❑ HEADERS & TRIMMERS >6ft. MUST BE HUNG WITH HARDWARE .... [802.9] LU o Cn a a ATTIC VENTILATION 1750 HAYWATERS RD W o w_ o 0 } o J El VENT EACH ENCLOSED ATTIC AND RAFTER BAY .... [806.1] CUTCHOGUE NY 11 U) o X "- U) a- > a w o o ❑ 1/8in> TO 1/4in. MESH SCREEN OVER OPENINGS ....[806.1] , 11935 UJ w z Q w w > w U, Q NOTE: ICE DAM MEMBRANE TO z z _ w = w cn (n � cn 1-- 2i w w ❑ NET AREA OF OPENINGS MIN. 1/150th. OF VENTED AREA OR ....[806.2] o w v a 1- E2 z ~ ¢ v a- v ¢ o � �' ❑ 1/300th IF 50%-80% OF VENTING NEAR TOP OR VAPOR BARRIER .... [806.2] EXTEND MIN. 24 IN. INSIDE o � � > o Z = REMARKS oa- � ozo o � S.C.T.M EXT. WALL LINE z EXISTING 1000-111.00-06.00-018.000 w Cn w ENGINEER: o D1 3068 F.P.S.C. "C" LABLE PR DB MICHAEL ANGELONE PE LLC D2 3068 P MICHAEL ANGELONE U' D3 (2) 2068 FRENCH P D 4 POND PLACE D4 (2) 2068 FRENCH P D OYSTER BAY,N.Y. 11771 05 2668 PR TEL.:516.922.2024 FAX: 516.453.6002 . CONSULTANT: NOTE:ALL INTERIOR DOORS TO BE:SOLID CORE MASONITE -6 PANEL COLONIAL by FONTRICK or EQUIV. ALL HARDWARE OIL RUBBED BRONZE NOTE:DB KEYED ALIKE R.JM DRAFTING J AND-DESIGNS W WINDOW & FW EXT. SCHEDULE coJ z C3 I ��� o i ® ® j O 1 7 OLD LANDERS CT _ i I SMITHT0WN, NY 11 787 0 SCYi� o ~ I Q 1 I wz ww > o pFw- I d' Z a� UJCjW �>¢ wY og I ` O cn a wL� >: aw I WINDOW CATALOG Cl) o .. � � � w c� I I ralph®rjmdesignsny.com ----------------------------------------- --------- F- w Y Q a v> o „ z (0 L-------------------- ' 0 v NUMBER _ o �";, o a a z o o� i H j (516) 818-5368 FAX (866) 789-7930 � MANUR T.B.D. w I L of I X w EX BASEMENT z Z I IF- EXISTING I Contractor must verify all measurements and RIDGE EXISTING RIDGE -- ---EXISTING RIDGE- X (f) a w conditions prior to beginning any work. M i o I i Report all discrepancies to the Architect in Ix W1 MOD MASTER TW3046 (E) Y DH I 1 o __ ' O ; writing. Plans subject to approval by all rCD O x I EXISTING RIDGE 1 W2 TW3046 (E) Y DH 1 0 z N® I ' governmental agencies having jurisdiction. W3 NEW LAUNDRY TW21032 N DH =iO 1-- NEW 2x12 RIDGE W/CONT VENTING EXISTING RIDGE 1 g g g X wa NEW HALL FW3168 N FWH PR OB L w® ; The Architect has not been retained for any I w® W5 MOD BED #2 11N3046 (E) Y DH I field supervision or inspection. His 1 EXISTING RIDGEI I W6 TW3046 (E) Y DH i - - - - -- -- - 1 o ; responsibility is limited to the accuracy of the W7 MOD FAMILY CN24 Y CA L/Rc3 I P� � plan. The Architect is further not responsible o ws CUST TRAP N PW I for any damage arising out of the contractor's I o �, W9 CN24 Y CA L/R i F+s, (0 (0 �+ � failure to execute the work exactly as shown w10 CUST TRAP N PW ® on the approved drawing(s). I cl� X I I 36' WATER do ICE I X w 1 TYP. ® OVERHANGS �j I w I 1 - NOT SEE ELEVATIONS FOR GRILLE DETAIL . I -� -~-- ------ INDOW TYPES: I O ----- ---------------------------- AW-AWING NOTE:ALL WINDOWS DBL.PANE LOW E W1 ARGON GAS. CA-CASEMENT I T----------r---------- ------- ------------------------- --------- r ------ (E)=EGRESS MEETS OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE DH-DOUBLE HUNG S G SIDE AREA OF 5.7 sq.R.,CLEAR OPENABLE WIDTH OF 20'AND CLEAR OPENABLE HEIGHT SL-SLIDING 1 OF 24'.COMPLIES R310 INTERIOR I I 1 PW-PICTURE WINDOW I � T-TRANSOM 1 NOTE:CONTRACTOR TO VERIFY SIZES FOR.ALL REPLACEMENT WINDOWS PRIOIR TO I A ` ORDER. INSULATE&FOAM AS REQ'D BOW-BOW UNIT EXTERIOR I BAY-BAY UNIT I C7 FWD-FRENCH WOOD DOOR SKY-SKYLIGHT &a I REPL-REPLACEMENT WINDOW I LJ CONTRACTOR SHAL SUPPLY HURRICAN PLYWOOD PANELS AS REQUIRED BY BLDG.DEPT.(IF REQUIRED) ' r'• :%:i�"` - fix'. N SEAL: 1 I I x I 1 1 I w I ' DO NOT SCALE DRAWINGS ' --------------------------------- ----------------------------------- �- E STING R.R. ® 16" O.C. EXISTING R.R. ® 16" d C. ALL RIGHTS RESERVED I I All drawings, specifications, and copies I thereof furnished by the Architect and his Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is ir o given by the Architect and his Consultants. © COPYRIGHT 2021 X `° 1 N ® I 1 I 1 1 I I L---------- -----------�---- 6 04-30-22 Town Com ments1 -- - 5 02-08-22 Town Submission 2 PROPOSED ROOF PLAN ' '-- -------- -- - 4 11-03-21 Design Development 3 09-03-21 Design Development SCALE = 1/4" = 1'-0" FULL WATER & ICE 2 08-15-21 Existing Conditions 1 07-24-21 Field Measure No. Date Remark REVISIONS LEGEND Title: PROPOSED SECOND FLOOR ❑ DENOTES POST ABOVE PLAN & ROOF DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) 13 NEW (3) 2"X4" POST U.O.N. HEADER SCHEDULE PLAN 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. (U.O.N.) 1. PROVIDE (2) JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & WINDOW 0 NEW SIMPSON HD-5 OR EQ. HOLD DOWN Drawn b RJM Checked b MAA FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W/ 1/2- GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN y y FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED, WITH SDL STUD FILL W/ ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS Date: 09/28/21 Scale: As Noted 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. SIZE OF OPENING REQUIRED MEMBER Jo o.: 20002 OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR CORNERS. ORDERING. THE BASEMENT LEVEL. VENTILATION AREA. O EXISTING WALL TO REMAIN 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2 x 8' Drawing No. TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER ------------' WALL BOARD ON WALLS & CEILINGS AT ALL __ __ PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT BATHROOMS. 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6'-0" (2) 2" x 10" L-- - -----J EXISTING WALL/FIXTURE TO BE REMOVED 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA 4 & 7• PSL'S MAY BE SUBSTITUTED FOR LVL'S OF SAME DEPTH TO ACHIEVE ADVANCED E-LOW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20 . PROVIDE 1/2" CEMENT BOARD ON WALLS WIDTH / 24' CEILINGS / ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" NEW WALL . GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" 5PROVIDE 2"X6" STUDS AT ALL PLUMBING VI' 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W/ Y DIA. 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. BOLTS ®12" O.C. STAGGERED ID FOR APPROVAL PRIOR TO ORDERING. AND WALLS CONTAINING POCKET DOORS. FOR ALL HEADER POST NOT SPECIFIED: Alm3 a 1 6. ALL DOOR SIZES TO BE FIELD 6. SHEER WALLS TO BE 2"X6" WITH 1/2' 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS 10. VERIFIED WITH GENERAL PLYWOOD ONE SIDE 8D NAILS 6" 0/C EDGE SEE DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPENINGS < 6'-0" NEW CONCRETE FOUNDATION WALL CONTRACTOR. AND 12" 0/C FIELD STEEL DETAILS USE (3) 2"X4" POST FOR OPENINGS > 6'-0" ON CONCRETE FOOTING 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE PROPOSED ADDITION MATCH EXISTING ROOFING MATCH EXISTING SIDING do TRIM VERIFY IN FILED VERIFY IN FILED 1750 HAYWATERS RD CUTCHOGUE, NY 11935 S.C.T.M - - - - - - - - - - 1000-111.00-06.00-018.000 Z - - - L ---- - ----- ------ --- - - -- - - -- - - -- -- - - - - - -- - - -- -- - -- - --- - -- -- Lii ENGINEER: 36" HIGH RAILING 50# MIN. LATERAL LOAD MICHAEL ANGELONE PE LLC O H do BALLASTER SPACING NOT TO I 0 0 rEiEw YORK STATE BUILDING CODE MICHAEL ANGELONE Q 00 W + = 4 POND PLACE 00 OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 FAX: 516.453.6002 CONSULTANT: ACO STEPS TO GRADE W/36" HIGH RAILING NEW DIRECT VENT FIRE PLACE 50# MIN. LATERAL LOAD e & BALLASTER SPACING NOT TO RJM DRAFTING EXCEED K O.C. AS PER ^A'�E/-SIGINNVlS.a NEW YORK STATE BUILDING CODE HW iii TYPICAL ROOF CONSTRUCTION: 7 0 L D L A N D E R S C T MATCH EX/ ROOF SHINGLES PROPOSED REAR ELEVATION S M I T H T O W N, NY 1 1 7 8 7 15 # BLDG. FELT ralph®rjmdesignsny.com %"" CDX PLYWOOD SHEATHING SCALE = 1/4" = 1'-0" 2"x10" R.R. 0 16" O.C. (516) 818-5368 FAX (866) 789-7930 2"x4" COLLAR TIES 0 4'-0" O.C. Contractor must verify all measurements and ----- -- TYPICAL CLG CONSTRUCTION: conditions prior to beginning any work. 2"X10" 16" O.C. R-30 BATT 1NSUL. P P Report all discrepancies to the Architect in r, - - FIRE-BLOCKING AND BRIDGING AS REO'D. 0 writing. Plans subject to approval by all z _ _ — Y2" GYP. BD. FIN. V) governmental agencies having jurisdiction. w The Architect has not been retained for any Y2" PLY. SHEATHING VERIFY IN FILED field supervision or inspection. His O TYP. WALL CONSTRUCTION: MATCH EXISTING SIDING do TRIM I � _ ER EW W.I.C NEW HALL 15 # FELT UNDERLAYMENT — - - - - _ _ _ _ _ _ _ _ Q 2"x4" sTUDs o 1 s" o.c. - - -— responsibility is limited to the accuracy of the 00 w MIN. R-13 BATT INSUL. -- - --- -- --_--- -- -- ---- N + = Y�" GYP. BD. FIN. — —— —— —— — w plan. The Architect is further not responsible 00 36" HIGH RAILING MIN. LATERAL LOAD o for any damage arising out of the contractor's ipHo & BALLASTER SPACING NOT TO F- I PROVIDE (2) 2'X6' ACO EXCEED a O.C. AS PER SILL PLATES NEW YORK STATE BUILDING CODE failure to execute the work exactly as shown —SILL SEAL & COPPER TERMITE SHIELD " ANCHOR BOLTS 30" O.C. MIN. l'-0" o 00 + on the approved drawing(s). _ FROM CORNERS EACH WAY _I NEW --�fa: - _ _ :r`�'.r' —ate .>- ir_�:ar' �s�r� 00 IL=1—�—I 1=1 11=1 I I CR A WLS A P CE -III=1�III=III=I — 11: MY — = TYPICAL FLOOR CONSTRUCTION:E X � - fill _/4' T&G PLYWOOD FLOORING I I I I I� I I I I I I — 1 2"X8" F.J. 0 16" O.C. I hd II I I I��II�IIII�II�II II �IIIIIIII� J� � I=I I�I I�I I� R-30 BATT INSUL. FIRE-BLOCKING AND BRIDGING AS REO'D. �I�I� ILII II�II�II�II�II I �II�II�II�II �]+ L `j^�y 5 �- =1 J= _ II 2 PROPOSED SIDE ELEVATION A-A PROPOSED SECTION SEAL: SCALE = 1/4" = 1'-0" SCALE = 1/4" = 1'-0" DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED All drawings, specifications, and copies thereof furnished by the Architect and his Consultants are and shall remain their EXIST. FLOOR JOISTS property. They are not to be used on this or any other project unless written permission is SOUND BATTS given by the Architect and his Consultants. ©COPYRIGHT 2021 GYP. BD. MATCH EXISTING SIDING k TRIM 6 04-30-22 Town Comments ' TOP PLATE VERIFY IN FILED 5 02-08-22 Town Submission ° o I 4 11-03-21 Design Development FIRE BLOCKING 3 09-03-21 Design Development R-13 INSULATION. — — — — — — — — — — — — — 2 08-15-21 Existing Conditions 2x4 STUDS 0 16" O.C. X ——— — — —— — 1 07-24-21 Field Measure GYP. BD. w No. Date Remark $ i WOOD PANELING lb _ ❑ REVISIONS 6 MIL VAPOR BARRIER ON Lo - 2x4 STUDS OR VAPOR p BARRIER PRIMER I 1w Title: \ _ 4"ACTUAL + o "MIN. 0 PROPOSED ' ELEVATIONS ACO BASE PLATE jCAULKING Drawn by: RJM Checked by: MAA e FINISHED FLOOR LINE Date: 09/28/21 Scale: As Noted Jo No.: 0002 METAL STUD BOTTOM TRACK Drawing No. 1 4 EXISTING BASEMENT WALL DETAIL �. 3 PROPOSED SIDE ELEVATION0, EMM SCALE = NTS SCALE = 1/4" = 1'-0"