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Home My WebLink About48785-Z I J �OSufF01+ ? Town of Southold . - 12/21/2023 O G` P.O.Box 1179 o 53095 Main Rd 'yfj�lao��syi' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44834 Date: 12/21/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1930 Haywaters Rd, Cutchogue SCTM#: 473 889 Sec/Block/Lot: . 11-1.-6-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/15/2022 pursuant to which Building Permit No. 48785 dated 1/24/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to existing single family dwellin ags applied for. The-certificate is issued to Weber,Anton&Oppo,Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48785 7/28/2023 PLUMBERS CERTIFICATION DATED 12/13/2023 it#q lumbing&0eating 6 � 0 on ignature SUFFOI TOWN OF SOUTHOLD K�oa�� BUILDING DEPARTMENT N i 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#: 48785 Date: 1/24/2023 Permission is hereby granted to: Weber, Anton 31 Sunset Dr Manhasset, NY 110302011 To: Construct interior alterations to existing single family dwelling as applied for. At premises located at: 1930 Haywaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-6-16.1 Pursuant to application dated 12/15/2022 and approved by the Building Inspector. To expire on 7/26/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $588.80 CO-ALTERATION TO DWELLING $50.00 Total: $63 8.80 Building Inspector pF SOUj�,ol . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(&-town.southold.ny.us Southold,NY 1 1 97 1-0959 �yCOUNTV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anton Weber Address: 1930 Haywaters Rd city:Cutchogue st: NY zip: 11935 Building Permit* 48785 Section: 111 Block: 6 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peterson Electric License No: 4102ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel 50A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 10 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Electric Skylight , Central Vac Notes: Second Floor Inspector Signature: ate: July 28, 2023 S.Devlin-Cert Electrical Compliance Form Town.Hall Annex. Telephone(631)_765-18.02 54375 Maim Road Fax 3 -95(6 1}:Z65 02 P.O.Box 1179G ..: Southold,NY 11971=0959 ` BUILDING DEPARTMENT 'TOWN OF SOUTHOLD D E C ? 1 2023 ....... CERTIFICATION Date:... Building Permit No. Owner: 1 rJ ZA)tag,F (Please print) Plumber: T17y : �GU / � ✓/�/ �'� :.(Please print) I certify that the solder.used in the water supply system contains less than 2/10 of 1% lead. .441 (P umbers Signature) Sworn to before me Phis day NE Nota H Public, State of New York Registration#01CH6287106 Qualified Suffolk ounty 'ComniionExpes Aug.S,20 IS Notary Public,: 7761; county u�� p�apf SOUIyOIo ` # TOWN OF SOU O U SOUTH OLD BUILDING DEPT. 631-765-1802 INSPEC 710n ION [ ] FOUNDATION 1ST [ UGH 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: Q DATE INSPECTOR pP SO//Tyolo L�o '�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION rr [ ] PRE C/O [ ] RENTAL REMARKS: j2buA NA&—I 44ftr��1 A J 3 DATE INSPECTOR OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]7FUNDATION 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: �o. I� DATE �' �' �3 INSPECTOR SOUTyO� I , ky V �',� # # TOWN OF SOUTHOLD BUILDING E T. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: 16A Pl.- 1-cN o DATE INSPECTOR pF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTON [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ NNSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: ;utoyn,w LA O� cmo�f ' t� DATE 'Y�0 �bY� INSPECTOR of SOOj6N 1, # # TOWN OF SOUTHOLD BUILDING 6EPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION '] ] PRE C/O [ ] RENTAL REMARKS: 11r_C, DATE hA 7v INSPECTOR �Q� OE SOUIHp�o TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL he, REM KS: i (,A 4I264�nt b4t DATE 14172b INSPECTOR ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) c ------------------------------------ FOUNDATION (2ND) Cn i IL 4 H 5fs a3 0� h i' ak.. L Ga✓t w ROUGH FRAMING& PLUMBING Gov " t a 1�7r 6— INSULATION PER N. Y. - y STATE ENERGY CODE — - ` pin ✓ Ego ;&I tj FINAL ADDITIONAL COMMENTS ------- --- N x ~aO�g�FFOrK�oG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT t Town Hall Annex 54375 Main Road P. O. Box 1179,Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htips'://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT U/For Office Use Only l(� J II IUI I PERMIT NO. a -J Building Inspector: DEC 15 2022 BUILDING DEPT. Applications and forms must be filled out,in their'entirety.Incomplete TOINNOFSOUTHOLD applications will not be accepted. .Where.the Applicantis not.the owner,an, Owner's Authorization form,(Page 2),shall be completed: Date:o2/o7/2022 OWNER(S)bF.PROPERTYc.; Name: per a SCTM#1000-111.00-06.00-016.100 Project Address:1930 Haywaters_Rd Cutchogue, NY 11935 Phone#:516-532-7579 TEmail:tonyweberl@amail.com Mailing Add ress:1930.Haywaters Rd Cutchogue, NY 11935 CONTACT PERSON: Name:Anthony Weber Mailing Address:.1930 Haywaters Rd Cutchogue,, NY 11935 Phone#:516-532-7579 Email:tonyweberl@gmaii.com bESIGN PROFESSIONAL INFORMATION: Name:Michael Angelone PE Mailing Add ress:4 POND PLACE OYSTER BAY, N.Y. 11771 Phone#:516-922-2024 Email:angell.ss@verizon.net CONTRACTOR INFORMATI,ONt .I Name:Edward 'Gatto Mailing Address:275 Bayer Rd Mattituck NY 117952 Phone#:631-834-9180 Email:edward.gatto22@gmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure ❑Addition ®Alteration El Repair ❑Demolition Estimated Cost of Project: ❑Other finish an existing second floor $75,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 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 - this property? ❑Yes ANo IF YES, PROVIDE A COPY. I7 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on piemises and in building(s).for necessary inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section,210AS of the New York State Penal Law. Application Submitted By(print e : �� ❑Authorized Agent BOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF dA-SSAct.- ) kt otJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Ohe is the —" O Wde-k (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�J day of k C%t:1u eg, , 20�� Notary Public PAFFAELLA E A MARCIARI Notary Public-State Of New York PROPERTY OWNER AUTHORIZATION Ho.01MA4795921 (Where the applicant is not the owner) My COMMIMioni ExpiresuJul 31,2026 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i SgfFO[,�`o BUILDING DEPARTMENT- Electrical.Inspector Gym 1 1� lV/ ACqn TOWN OF SOUTHOLD z Town Hx - 54375 Main Road - PO Box 1179 APR 1 12023old, New York 11971-0959 Telepho1) 765-1802 - FAX (631) 765-9502 TOW �M-Autholdtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ' ELECTRICIAN INFOR ATION (All Information Required) Date: y-//- 3 Company Name: e t Electrician's Name: o -PAS' n License No.: q/0 2 - MC-- Elec. email: 4 Oh M4,e Elec. Phone Nod . - 3 EKreques an email copy of Certificate of Compliance Elec. Address.: �,S S i L I/�'' JOB SITE INFORMATION (All Information Required) Name: Address: 41 Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Ilt Block: Lot: t6. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Hk Dirt ash U G 7--a o?c3C-Jfvo i Square Footage: / .©p Circle All That Apply: Is job ready for inspection?: ❑ YES E�NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES EaN-O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals El 1 2 D H Frame Pole Work done on Service? Y N Additional Information: J PAYMENT DUE WITH APPLICAT N O�S�fQC BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 %A �' Southold, New York 11971-0959 �'A pl� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.Qov — seand(ubsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: 107 PP f Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets GFI's Surface } Sconces i H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer I AC AH Hood Service I Amps Have Used Special: Comments OVIIULA VUWJLY Vopt.VI Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name EDWARD GATTO Business Name rhls certifies that the 5earer is duly licensed EDWARD GATTO INC xythe County of suffolk License Number:H-34466 Rosalie Drago Issued: 03/01/2004 Commissioner Expires: 03/01/2024 1 i II '4�!�`D`� CERTIFICATE OF LIABILITY INSURANCE DATE(MmroD'n-M 12114/2022 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 poilcy(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 Ileu,of such endorsemen s. 3RocuceR UUNTAUT NAME: Katie Jackson Brian Micena PHONe 631-821-2200 FAx o: 631-821-2296 45 Route 25A ADo(�; Katie.Jackson@Amedean-Nabonal.com Suite D2 INSURERS AFFORDING COVERAGE NAIC# Shoreham NY 11786 INSURERA: United Farm Family Insurance Company 29963 NSURED INSURER B Edward Gatto Inc INSURER C: 275 Bayer Road INSURER D: INSURER E: Mattituck NY 11952 INSURERF: OVERAGES CERTIFICATE NUMBER: I 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. .T R ADDLSUBR TYPE OF INSURANCE POLICY NUMBER POLICY FF OLI p EXP LIMITS A X COMMERCIAL GENERAL LIABILITY 3102X4379 02/07/2022 02/07/2025 EACH OCCURRENCE $ 1,000,000 CLAIMS MADE a OCCUR PREMISES(Ea ocourrenoe) $ 100,000 MED EXP Any one poison) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT LOC 'PRODUCTS-COMP/OPAOG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBIN ED ISIN LE LIMIT d $ ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTYDAMA E AUTOS ONLY AUTOS ONLY t $ $ UMBRELLA LIAR HOOGU,, EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ WORKERS COMPENSATION OT H. AND EMPLOYERS'LIABILITY YIN TATUTE I E ANYPROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCWDED4 NIA (Mandatory In NN) E.L.DISEASE-EA EMPLOYEE $ Hyyeess dscdbo undr e E.L.DISEASE-POLICY LIMIT $ ESGI IeION OPERATIONS Gel )ESCRIPTION OF OPERATIDNs I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more epee Is nquind) :Zcsidantial Carpentry 'ERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 60903 Main Street THE EXPIRATION DATE THICREOP, NOTICE WILL 9C DELIVERED IN Southold, New York 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR¢EDREPREseNTATive a 1988-2015 ACORD CORPORATION. All rights reserved. NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) � 0 ^^^^^ 113528926 EDWARD GATTO INC 275 BAYER ROAD r 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 31826 08/06/2022 TO 08/06/2023 12/15/2022 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://WWW.NYSIF.COWCERTICERTVAL.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 STAT SUDANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:377987287 Generated by RESeheek-Web. Software Compliance Certificate Project 1930 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: 1930 Haywaters Ralph Michele Michael Angelone Cutchogue, NY 11935 RIM 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 angellss@verizon.net ° • Compliance: 2.7%Better Than Code Maximum UA: 150 Your UA: 146 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade ti-adeoffs are no longer considered in the UA or performance compliance path in'RESchec,k.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies AssemblyGross Area Cavity Cant.or Prop. • ° ° U-Factor UA UA Ceiling:Cathedral Ceiling 1,158 30.0 0.0 0.034 0.026 39 30 Wall(Side walls):Wood Frame, 16"o.c. 360 21.0 0.0 0.057 0.060 18 19 Window 1:Vinyl Frame SHGC:0.30 48 0.270 0.320 13 15 Wall(Rear Wall):Wood Frame, 16"o.c. 440 15.0 5.0 0.053 0.060 23 26 Wall (Front Wall):Wood Frame, 16"o.c. 1,006 15.0 5.0 0.053 0.060 53 60 Compliance Statement: The proposed building design described here Is consistent-with`,the,building plans,specifications, and other calculations submitted with the permit application.The proposed building has;tiee'n'.d"esiynQd'to-meet the 2018 IECC requirements in kEScheck Version: REScheck-Web and to comply with the mandatory requ!Tement Aisted`in N REScheck Inspection Checklist. Michael Angelone 12/10/22 Name-Title Signature' a,`i r Date. •i,, .' yr �y„ti. Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Pagel 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 Value Value Complies. Comments/Assumptions &Re .ID 103.1, :Construction drawings and ;❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the I building envelope.Thermal j❑Not Observable ; :envelope represented on ;❑Not Applicable construction documents. " I 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate J❑Does Not 403.7 ;energy code compliance for > [PR3]1 ;lighting and mechanical systems. °r ❑Not Observable Systems serving multiple ;❑Not Applicable dwelling units must demonstrate ; ;compliance with the IECC Commercial Provisions. S 302.1, !,Heating and cooling equipment is; Heating: ; Heating: (❑Complies 403.7 :sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;[--]Not Observable f Manual]or other methods ; Btu/hr ; Btu/hr I approved by the code official. ❑Not Applicable j Additional Comments/Assumptions: r 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ,3: Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 2 of 9 Section " # Foundation Inspection ; 'Complies? •.Comments/Assumptions, . &Req.ID 303.2.1 !A protective covering is Installed to ;❑Complies [FO11)2 protect exposed exterior insulation ;❑Does Not i and extends a minimum of 6 In. below ❑Not Observable ;grade. �❑Not Applicable 403.9 ;Snow-and ice-melting system controls!❑Complies [FO12]2 i installed. ;❑Does Not i ' ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) F2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 3 of 9 Section Plans Verified' Field Verified # Framing J Rough-In Inspection Complies. Comments%Assumptions. & Re .ID -Value;'.-, Value 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;table for values. ' � �❑Does Not , 402.3.3, 402.5 �❑Not Observable [FR2]1 ;❑Not Applicable I 303.1.3 U-factors of fenestration products JOComplies [FR4]1 'are determined in accordance ❑Does Not ;with the NFRC test procedure or( ')[]Not Observable I taken from the default table. ;• : j❑Not Applicable , 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. i ❑Not Observable 1 "Not Applicable 402.4.3 Fenestration that is not site built jElComplies j [FR20]1 :is listed and labeled as meeting „, `.'. .;. ",',' ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code . q❑Not Applicable ; limits. s 402.4.5 ,IC-rated recessed lighting fixtures,,',.. '; ,❑Complies [FR16]2 `sealed at housing/interior finish i❑Does Not land labeled to Indicate s2.0 cfm ,t IpNot Observable leakage at 75 Pa. "E]Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is t' `s❑Does Not >= 3 inches in diameter and>_ R-6 where<3 inches.Supply and ', j❑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. I ; 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ?❑Does Not ;joints/seams compliant with 1International Mechanical Code or UNot Observable International Residential Code,as` " ' '[]Not Applicable applicable. I 403;3.5' Building cavities are not used as ;.;❑Complies [FR15] ducts or plenums. ❑Does Not ❑Not Observable i, ❑Not Applicable 403,3.6(1, Ducts partially or completely _ ,❑Complies 2) .; : buried in ceiling insulation have i Complies Not [FR26]3 an insulation R-value not less i •i than R-8,the sum of the ceiling " :�❑Not Observable it 'UNot Applicable insulation R-value against and ; PP above the top of the duct,and against and below the bottom of the duct, is>=than R-19, excluding the R-value of the duct insulation. G ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 .3. Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing Rough-in Inspection Value Value Complies? Comments/Assumptions &Req.ID 403:3.7 Ducts declared to be within the ElComplies [FR28)3 conditioned space are either 1) '❑Does Not completely within the continuous G - 9 ❑Not Observable air barrier and within the building I'. thermal envelope, 2)buried I ❑Not Applicable within ceiling insulation in a, accordance with Section I R403.3.6 and the air handler is Ii located completely within the �j continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 j cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling l insulation R-value installed "? ' against and above the insulated . duct>=to the proposed ceiling !' Insulation R-value, less the R- ; Ivalue of the insulation on the 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 s above 105 QF or chilled fluids �❑Does Not below 55 QF are insulated to aR- j I3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC .' J❑Complies [FR2411 piping. i•• IE]Does Not ' []Not Observable + ;❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]z aR-3. ;❑Does Not ❑Not Observable I ;❑Not Applicable 403.6 ;Automatic or gravity dampers are; '❑Complies [FR19]2 I Installed on all outdoor air f ❑Does Not intakes and exhausts. ' ' �;❑Not'Observable ❑Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 5 of 9 J Section Plans Verified Field Verified # Insulation,Inspection Complies? Comments/Assumptions & Re .ID Value' : Value 303.1 'All installed insulation is labeled U ;❑Complies [[N13]2 or the installed R-values 111Does Not provided. f )❑Not Observable E]Not Applicable j 402.1.1. :,Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5. :mass wall with at least 1/2 of the ;❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.E ;wall insulation on the wall El Mass ❑ Mass ;❑Not Observable [IN3]1 I exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;,Wall insulation is installed per ;❑Complies [IN4]1 manufacturer's instructions. Does Not ' IONot Observable I ;. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 6 of 9 Section Plan Verified Field'Verified # Final Inspection.Provisions Complies? CommentslAssumptions &Re .ID Value Value 402.1.1. Ceiling insulation R-value. R- R- ElComplies ;See the Envelope assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1,'Ceiling insulation installed per 7❑Complies 303.2 manufacturer's instructions. [FI2]1 !Blown insulation marked every ❑Does Not 1300 ftz. ❑Not Observable I❑Not Applicable 402.2.3 ;Vented attics with air permeable ;❑Complies [FI22]2 !insulation include baffle adjacent i❑Does Not to soffit and eave vents that d {extends over insulation. '[]Not Observable • j❑Not Applicable j 402.2.4 ;Attic access hatch and door R- R- UComplies [FI3]1 insulation zR-value of the ;❑Does Not adjacent assembly. ' ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ElComplies [FI17]1 lath 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 Z Complies [FI27]1 :determine air leakage with ftz ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a ,❑Not Observable I pressure differential of 0.1 inch tlNot Applicable ;w.g. across the system including the manufacturer's air handler enclosure if installed at time of I 1 test. Postconstruction test:Total leakage measured with a ; :pressure differential of 0.1 inch I ;w.g. across the entire system I including the manufacturer's air handler enclosure. I 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 i❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to I ;❑Not Applicable ;occur during Framing Inspection, 403.3.2.1 ;Air handler leakage designated " . ;❑Complies [FI24]1 by manufacturer at<=2%of ;❑Does Not !design air flow. I „=❑Not Observable ;- ;❑Not Applicable 403.1.1 Programmable thermostats ' ElComplies [F[9]2 j installed for control of primary ` j❑ ; heating and cooling systems and k ) Does Not initially set by manufacturer to 3❑Not Observable code specifications. I ;J❑Not Applicable 403.1.2 j Heat pump thermostat installed ❑Complies I [FI10]2 on heat pumps. ' „ %>❑Does Not i s ❑Not Observable T❑Not Applicable 403.5.1 ;Circulating service hot water r .'. t❑Complies [Fl11]2 !systems have automatic or ;❑Does Not accessible manual controls. ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspectlon Provisions Complies? ' Comments/Assumptions &Req.ID Value Value 403.6.1 ;All mechanical ventilation system ' f❑Complies [FI25]2 fans not part of tested and listed r +❑Does Not HVAC equipment meet efficacy j and air flow limits per Table i I❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ;❑Complies [FI26]2 through one-or two-pipe heating 5❑Does Not I systems have outdoor setback control to lower boiler water E]Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems .;❑Complies [FI28]2 !have a circulation pump.The ;.` ; : i❑Does Not system return pipe is a dedicated return pipe or a cold water supply'' ❑Not Observable ; pipe.Gravity and thermos- 4❑Not Applicable 'syphon circulation systems are not present. Controls for i I circulating hot water system ', ; I pumps start the pump with signal I j ;for hot water demand within the ; occupancy. Controls automatically turn off the pump when water Is in circulation loop ; s is at set-point temperature and , no demand for hot water exists. 403.5.1.2 'Electric heat trace systems JOComplies [FI29]2 ;comply with IEEE 515.1 or UL .❑Does Not 515. Controls automatically ;❑Not Observable adjust the energy input to the F heat tracing to maintain the ;❑Not Applicable j f desired water temperature in the ? a piping• c r 403.5.2 `Demand recirculation water ' Complies [FIMI] systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ;❑Not Applicable piping to<= 1041F. 'E 7 403.5.4 I Drain water heat recovery units 1❑Complies [FI311z !tested in accordance with CSA # ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for f ,❑Not Applicable ; individual units connected to one } • ;; or two showers. Potable water- side pressure loss of drain water a heat recovery units<2 psi for !individual units connected to i three or more showers. ; 404.1 :90%or more of permanent i❑Complies [FI6]1 fixtures have high efficacy lamps.} ;❑Does Not EINot Observable ; j❑Not Applicable j 404.1.1 Fuel gas lighting systems have o " ;❑Complies [Fl2t no continuous pilot light. []Does Not ,❑Not Observable ;❑Not Applicable 401.3 ;Compliance certificate posted. ;❑Complies [F[7]2 ! ? ;❑Does Not B ❑Not Observable []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 .3 1 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 3033 Manufacturer manuals for ,;[]Complies [FI18]3 mechanical and water heating 'UDoes Not i systems have been provided. i "[]Not Observable J[]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) '3,1 Low Impact(Tier 3) Project Title: 1930 Haywaters Report date: 12/10/22 Data filename: Page 9 of 9 v 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Ratine Window 0.27 0.30 Door CoolingHeating & Heating System• Cooling System: Water Heater: Name• Date• Comments z�-ot_ 2020 RESIDENTIAL CODE OF NEW YORK STATE APPROVED AS NOT En SECOND FLOOR CLIMATIC &GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) DATE: '�2 45 B.P. INTERIOR 4"ROOF VENT-> NOT �� RENOVATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE SHIELD FLOOD AIR BY: ROOF NOTIFY DEPARTMENT AT SNOW DESIGN DESIGN REQ'D HAZARD FREEZING 631-765-1802 8AM TO 4PM FOR THE LOAD SPEED(MPH) CAT. WEATHERING FROST TERMITE DECAY TEMP. INDEX 25 130 g SEVERE T-0" MODERATE SLIGHT TO NASSAU:15 YES NO 599 TO HEAVY MODERATE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED USE&OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENTIAL OR POURED CONCRETE CONSTRUCTION CLASSIFICATION TYPE V- B 2. ROUGH-FRAMING&PLUMBINii TYPICAL CODE REQUIREMENTS: 3. INSULATION 1930 Haywaters -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) 4" FINAL-CONSTRUCTION MUST Cutchogue, NY 11935 BE COMPLETE FOR C.O. -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R302.10.1-R302.10.5 ALL CONSTRUCTION SHALL MEET THE -ALIGN ALL RAFTERS OVER STUDS REQUIREMENTS OF THE CODES OF NEW S.C.T.M -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 MOD YORK STATE. NOT RESPONSIBLE FOR 1000-111-06-16.1 -PROVIDE FIREBLOCKING AS PER SECTION R302.11 BATH DESIGN OR CONSTRUCMN ERRORS -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE WI SECTION R307&FIGURE R307.1 2" 2'v 2' PROJECT TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. �+ LA OCCUPANCY DR WEER: LOADS TABLE R301.5 DEFLECTION TABLE R301.7 MICHAEL ANGELONE PE LLC W.C. USE IS UNLAWFUL MICHAEL ANGELONE USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE DEFLECTION sHR C.O WITHOUT CERTIFICATE 4 POND PLACE 2ND FLOOR ('� ROOFS 12 PSF 25 PSF RAFTERS HAVING SLOPES GREATER LJ180 OF CUPANC r OYSTER BAY, N.Y. 11771 "REFER TO TABLE 301.6&301.2(1) THAN 3/12 W/NO FINISHED CEILING 2"W 3"S 2"W ATTACHED TO RAFTERS 1, TEL.:516.922.2024 FAX: 516.453.6002 C.O FLOORS(SLEEPING) 12 PSF 30 PSF INTERIOR WALLS&PARTITIONS H1180 FLOORS(NON-SLEEPING) 12 PSF 40 PSF FLOOR&PLASTERED CEILINGS U360 DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS j CONSULTANT: 1i1(;'"'1-1 A:.L C::1L.1c� OF U240 lei A.' YORK S i-ATE & TOWN CODES �u Tt' BALCONIES 10 PSF 60 PSF EXTERIOR WALLS W/PLASTER OR H1360 STUCCO FINISH tiS, REQUIRED AND CONDITIONS OF 9 PSF 20 PSF EXTERIOR WALLS-WIND LOADS'W/ 0240 SOUTHOLD TOM ZBA RJ M DRAFTING ATTIC WI STORAGE BRITTLE FINISHES SOUTHOLD TOA1 KAMM BOARD AND-D ESIGG NS ATTIC W/O STORAGE 9 PSF 10 PSF EXTERIOR FLEXIBLE FINISHES WALLS-WIND LOADS'WI LI120 AIR SOUTHOLD TOWN TRUSTEES �` l 50 PSF 'THE WIND LOAD SHALL BE PERMITTED TO BE VENT iJ.'t'.S.DEC r�. ,. • •. ,, ,.... GARAGE TAKEN AS 0.7 TIMES THE COMPONENT&CLADDING 1ST FLOOR RAILINGS 200#ILF LOADS FOR THE PURPOSES OF THE DETERMINING 7 0 L D L A N D E R S C T DEFLECTION LIMITS HEREIN. BUILDING SMITHT0WN, NY 11 787 TRAP PLUMBER CERTIFICATION ralph®rjmdesignsny.com ' DIAM. CAC.0 ON LEAD CONTENT BEFORE (516) 818-5368 FAX (866) 789-7930 CONNECT TO EXISTING N.c.D.H.s. CERTIFICATE OF OCCUPANCY t GENERAL CONDITIONS APPROVED SYSTEM NOTE: Contractor must verify SOLDER USED IN WATER �' all measurements and NEW FIXTURES TO COMPLY W/ NEW YORK STATE SUPPLY SYSTEM CANNOT conditions prior to beginning any work. 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE EXCEED 2110 OF 1% LEAD. Report all discrepancies to the Engineer in FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: D.E.C. REQUIREMENTS FOR CERTIFIED WATER P P g SAVING PLUMBING FIXTURES writing. Plans subject to approval by all -2020 RESIDENTIAL CODE OF NEW YORK STATE -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE governmental agencies having jurisdiction. -2020 MECHANICAL CODE OF NEW YORK STATE -2020 FUEL AND GAS CODE OF NEW YORK STATE W. The Engineer has not been retained for any -2020 PLUMBING CODE OF NEW YORK STATE C1JEC1'rtICAL Itd3F'ECT7Oc1 REQtiiR WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. field supervision or inspection. His 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH responsibility is limited t0 the accuracy Of the ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION 2 PLUMBING RISER DIAGRAM plan. The Engineer is further not responsible AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. SCALE: N.T.S. for any damage arising out of the contractor's 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. failure to execute the work exactly as shown ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE-WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT,AND BEFORE FINAL PAYMENT SHALL on the approved drawing(s). BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 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 WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO • � THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTOR'S EXPENSE. 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR T' OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, i - MATERIALS TESTING,REPAIR AND ALL MISCELLANEOUS ITEMS. Or^ 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS SEAL: SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR 23/ry.39' 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. N $705 9'0 0" - _-------------_-------_-_-_-- ------- ALL RIGHTS RESERVED NOT SCALE DRAWINGS 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND ---- _-_-_- I AL SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. All drawings, specifications, and copies 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR I � � � thereof furnished by the Architect and his SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. �.^ / i Consultants are and shall remain their 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, (�`'V i property. They are not to be used On this or AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION \, any other project unless written permission is AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. given by the Engineer and his Consultants. �l 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES / i © COPYRIGHT 2022 AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR"E"TYPE GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. 2 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK EX. I AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. STORY 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR DWELLING 4 12-15-22 Town Submission SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME i 3 12-07-22 Design Development ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. / 2 11-11-22 Design Development 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. ( 1 1 10-17-22 Field Measure 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. � I No. Date Remark 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTTRUCTION. / i o REVISIONS HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED 0 , I ,Q EX Title: o� GARAGE GENERAL NOTES c EX. I co co DRIVEWAY � & SITE PLAN L - 272.67 Drawn by: RM Checked by: MAA s, $�059'00» W "' <,' ,� Date: 11 25 20 Scale: As Note o No.: 20002 Drawing No. i EXISTING SITE PLAN SCALE: 1" = 20'-0" GENERAL SPECIFICATIONS FASTENING SCHEDULE BASED ON TABLE 602.3.(1) 2020 NYS RESIDENTIAL CODE SECOND FLOOR TABLE R402.2 CONCRETE WORK (R402-R407) NAILING SCHEDULE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INTERIOR 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION WIND-BORNE DEBRIS REGION MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fC) a EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: RENOVATION 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 rafter to top plate 4-8d BOX(2 2")or 3-8d common Toe nail TYPE OF LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE ACI 302'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION", LATEST VERSION 2 Ceiling Joist to top plate 4-8d BOX(2 2")or 3-8d common Per joist,toe nail ACI 311"RECOMMENDED PRACTICE FOR CONCRETE INSPECTION", LATEST VERSION BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT 2,500 2,500 2,500 C EXPOSED TO THE WEATHER ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST VERSION 3 Ceiling joist not attached to parallel rafter,laps over partition 4-10d BOX(3")or 3-16d common Face nail BASEMENT SLABS AND ACI 347"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", LATEST VERSION (see Sections R802.5.2&Table R802.5.2 TABLE 1:MINIMUM INSULATION THICKNESS GARAGE FLOOR SLABS INTERIOR SLABS ON GRADE,EXCEPT 2,500 2,500 2,500 C CONCRETE REINFORCING STEEL INSTITUTE"MANUAL OF STANDARD PRACTICE", LATEST VERSION 1930 Haywaters Rd 4 Ceilingjoist attached to parallel rafter heel joint Face nail FOR CIRCULATING HOT WATER PIPES(IEC R403.4) J P . joint) Table R802.5.2 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND d d ACI 305,306"MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER", LATEST VERSION Cutchogue, NY 11935 (see Sections R802.5.2&Table R802.5.2 TABLE 1:MINIMUM INSULATION THICKNESS FOR OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 1 3,000 3000 2. BASEMENT,FOUNDATION,EXTERIOR WALLS&OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE 5 Collar tie to rafter,face nail or 1%"x 20 ga.ridge strap to rafter 4.10d BOX(3")or 3-10d common Face nail each rafter CIRCULATING HOT WATER PIPES(IEC R403.4) PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE STRENGTH OF 3000 PSI @ 28 DAYS.PORCHES,CARPORTS&GARAGE CONCRETE SLABS SHALL HAVE S.C.T.M 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. 2 toe nails on one side and 1 toe nail on WEATHER,AND GARAGE FLOOR SLABS. ' TOTAL AIR CONTENT(%BY VOL.OF CONC.)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. 6 Rafter or roof truss to plate 3-16d BOX(31/2 )or 3-10d common opposite side of each rafter of truss FLUID TEMP.RANGE MINIMUM REQD.INSUL. MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE 1000-III-06-16"1 For SI:1 pound per square inch=6.895 kPa. APPLICABLE STANDARDS LISTED IN ACI 318 OF ASTM C 1157.(R402.2) a.Strength at 28 days psi Roof rafters to ridge,valley or hip rafters or roof rafter to 4-16d(3 2")or 3-10d common Toe nail ABOVE 105 o F R-3 b.See table R301.2(1)for weathering potential. 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185,LATEST REVISION. 7 c.Concrete In these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete In accordance with Footnote d. minimum 2"ridge beam 3-16d BOX 32" or common End nail o 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. ENGINEER' ( ) 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 WALL FRAMING 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 U specked compressive strength of the concrete is increased to CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE.IF MICHAEL ANGELONE PE LLC not less than 4,000 psi. DETERMINED BY THE ARCHITECT,THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE 8 Stud to stud(not at braced wall panels) 16d common(3 2"x 0.162") 24"o.c.face nail ASSESSED BY QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER.THE OWNER SHALL MICHAEL ANGELONE 10d BOX(3"x 0.128"),or 3"x 0.131"nails 16"O.C.face nail BEAR THE EXPENSE OF TESTING. BOX 31/2" " " " "x 0.135 ,or 3 x 0.131 nails 12o.c.face nail TABLE 2:MINIMUM INSULATION THICKNESS 9 Stud to stud and abutting studs at intersecting wall 16d ( ) MASONRY WORK(R404) 4 POND PLACE corners(at braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail FOR HVAC PIPES(IEC R403.5.3) OYSTER BAY, N.Y. 11771 16d common(3112"x 0.162") 16"o.c.each edge face nail INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 5301 ASCES/TMS 402 TEL.:516.922.2024 FAX: 516.453.6002 10 Built-up header(2"to 2"header with 2"spacer) 3 SHALL BE APPLIED TO THE FOLLOWING:-RESISTANCE OF R 16d BOX(3112"x 0.135") 12"o.c.each edge face nail 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99,LATEST 11 Continuous header to stud 5-8d BOX(21/2"x 0.113"),or 4-8d common Toe nail 31 " 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD REVISION,FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. 1.PIPING a DIAM.AND LARGER 3 16d common(3112"x 0.162") 16"o.c.face nail . HALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED CONSULTANT: . ,•-•..r" . 12 Top plate to top plate 2.PIPING SERVING MORE THAN 1 DWELLING UNIT 5.PIPING LOCATED UNDER A FLOOR SLAB GIVING DUE REGARD FOR STRESS,THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH 10d BOX(3"x 0.128"),or 3"x 0.131"nails 12"o.c.face nail ASTM 270 R607.1) 1' 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 6.BURIED IN PIPING 4. Face nail on each side of end joint PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS.min.24"Double top plate splice for SDCs A-DZ with seismic 8-16d common,or 12-16d BOX l each e o en SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED ` lap splice length h side d joint) i braced wall line spacing<25' UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. I RJ M DRAFTING 13 Double to late splice for SDCs D0,D1 or D2 and Face nail on each side of end joint(min.24" '' AND-DESIGNS P P P 12-16d(31/2"x 0.135") lap splice length each side of end joint) 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. f ).. I braced wall lisle spacing>25' 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED,NOT RAKED. i 14 Bottom plate to joist,rim joist,band joist or blocking 16d common(31/2"x 0.162") 16"o.c.face nail 7. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16"MAXIMUM INTERVALS " """`` ' Tn - 1t (not at braced wall panels) 16d BOX(31/2"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail Bottom late to joist,rim joist,band joist or blocking3-16d BOX 31/2"x 0.135" or 3 each 16"o.c.face nail DESIGN LOADS AND SPECIFICATIONS INCLUDING CORNERS,INTERSECTIONS AND PILASTERS.HORIZONTAL JOINT REINFORCING SHALL BE DUR-O-WALL OR EQUAL. 7 O L D L A N D E R S C T SMITHTOWN, NY i l 787 15 P J B. IN ADDITION TO REINFORCING INDICATED,GRADE 60#4 REINFORCING DOWELS ARE REQUIRED AT ( TABLE R403.1 ral h@r'mdesi nsn .com (at braced wall panels) 2-16d common(3112"x 0.162") 2 each 16"o.c.face nail 4-8d BOX 2112"x 0.113",or 3-16d BOX,or Toe nail GROUND SNOW LOAD 25 PSF a b 48"O.C.INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30"WHICHEVER IS P J g Y ( ) MIN.WIDTH&THICKNESS FOR CONCRETE FOOTINGS(INCHES) IS GREATER,AND ENCASED IN GROUT FILLED CELLS.FULL HEIGHT#4 BARS ARE REQUIRED AT 96" CEILING LIVE LOAD 20 PSF (516) 818-5368 FAX (866) 789-7930 3-16d BOX,or 4-8d common INTERVALS WITH FULLY GROUTED CELLS.BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION 16 Top or bottom plate to stud SECOND FLOOR LIVE LOAD 30 PSF SNOW LOAD STORYAND LOAD-BEARING VALUE OF SOIL(PSF) SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. 3-16d BOX(31/2"x 0.135"),or End nail FIRST FLOOR LIVE LOAD 40 PSF OR ROOF LIVE TYPE OF 2-16d common(31I2"x 0.162") Loao STRUCTURE 1,500 1 2,000 1 2,500 1 3,000 1 3,500 4,000 Contractor must verify all measurements and WIND SPEED 130 MPH LIGHT-FRAME CONSTRUCTION STRUCTURAL STEEL(BC2203-BC2205) 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 1 story-slab-on-grade 12x6 12X6 12X6 12X6 12X6 12X6 conditions prior to beginning any work. 1 story-with crawl space 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 18 1"brace to each stud and plate 3-8d BOX(21/2"x 0.113"),or 2-8d common Face nail WEATHER INDEX SEVERE I story-plus basement 18 x 6 14 x 6 12 x 6 112 x 6 12 x 6 12 x 6 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN Report all discrepancies to the Engineer in FROST LINE DEPTH 3 FEET 2 story-slab-on-grade 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 19 1"x 6"sheathing to each bearing 3-8d BOX(21/2"x 0.113"),or 2-8d common Face nail 2 story-with crawl space 16 X 6 12 X 6 12 x 6 12 x s 12 X 6 12 x 6 WHERE CONFLICTS OCCUR,THE MORE STRINGENT STANDARD SHALL APPLY: TERMITE MODERATE TO HEAVY writing. Plans subject to approval by all 2 story-plus basement 22 X 6 ,6 X 6 13 X 6 12 X 6 12 X 6 12 X 6 DECAY SLIGHT TO MODERATE 3 story-slab-on-grade 14 X 6 12 x 6 12 X 6 12 x 6 12 x 6 12 X 6 RESIDENTIAL CODE OF NEW YORK STATE governmental agencies having jurisdiction. FLOOR FRAMING 3 story-with crawl space 1g X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 WINTER DESIGN TEMPERATURE 11 3 story-with basement 25 X 8 19 X 6 15 X 6 13 X 6 12 X 6 12 X 6 BUILDING CODE OF NEW YORK STATE 21 Joist to sill,top plate or girder 8d BOX(21/2"x 0.113'"),or 3-8d common Toe nail ICE SHIELD UNDERLAYMENT REQUIRED YES LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER a,b THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES The Engineer has not been retained for any 4-8d BOX 2112"x 0.113" 1 story-slab-on-grade 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN 4"o.c.toe nail field supervision or inspection. His 22 Rim joist,band joist or blocking to sill or top plate ( ) N 1 story-with crawl space 15 X 6 12 X 6 12 x 6 12 X 6 12 x 6 12 x 6 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC-LRFD),AISC SPECIFICATION FOR p p roof applications also 8d common 21/2"x 0.131" or 10d BOX 6"o.c.toe nail CL story-plus basement 21 X 6 15 X 6 12 x 6 12X6 12 x 6 12 X 6 STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN(AISC-ASD)OR AISC SPECIFICATIONS responsibility is limited to the accuracy of the ( PP ) ( )' 1a 2 story-slab-on-grade 15 X 6 12 X 6 12 X 6 12 x 6 12 X 6 12 X 6 FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS(AISC-HSS). WHERE REQUIRED,THE P tY Y 23 1"X 6"subfloor to each joist 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail b c, N 2 story-with crawl space 20 X 6 15 x 6 12 x 6 tz x 6 12 x 6 1z x 6 SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ' AS PER PROVISIONS OF BC 2212. plan. The Engineer is further not responsible 2 story-plus basement 26 X 8 20 X 6 16 X 6 13 X 6 12 X 6 12X6_ p g 1� 24 2"subfloor to joist or girder 346d BOX(31/2"x 0.135"),or 2-16d common Blind and face nail TABLE R301.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE 3 story-slab-on-grade 20 X 6 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 ANSIIAWS D1.1"STRUCTURAL WELDING CODE-STEEL",LATEST REVISION. 3 story-with crawl space 26 X 8 19 X 6 15 X 6 1 13 X 6 12 X 6 12 x 6 for any damage arising out of the contractor's 25 2"planks(plank&beam--floor&roof) 3-16d BOX(31/2"x 0.135"),or 2-16d common At each bearing,face nail 3 story-with basement 32 X 11 24 X 7 19 x 6 1s X 6 14 x 6 12 X 6 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY.FIELD STRUCTURAL MEMBER ALLOWABLE failure to execute the work exactly as shown 26 Band or rim joist to joist 3-16d common(3112"x 0.162")or 4-10d box End nail CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CUTTING OR DRILLING,WHEN REQUIRED,SHALL BE CLEARLY NOTED ON THE DRAWINGS.ALL Y j j DEFLECTION 1 story-slab-on-grade 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 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 1 story-with crawl space 19 X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 STENCILED OR PAINTED. on the approved drawing(s). RAFTERS HAVING SLOPES GREATER THAN 3/12 U180 story-plus basement 25 X 8 19 X 6 15 X 6 13 X 6 12 X 6 12 X 6 27 Built-up girders and beams,2-inch lumber layers 24"o.c.face nail at top&bottom staggered WITH NO FINISHED CEILING ATTACHED TO RAFTERS 2 story-slab-on-grade 23 X 7 18 x 6 14 x 6 12X6 12 x 6 12 x 6 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOLTS SHALL BE MACHINE BOLTS CONFORMING 10d box(3"x 0.128"),or 3"x 0.131"nails on opposite sides 2 story-with crawl space 29 x 9 22 x 6 17 x 6 14 X 6 12 x 6 12 x 6 TO ASTM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS.THE FAYING SURFACES INTERIOR WALLS AND PARTITIONS H/180 2 story-plus basement 35 X 12 26 x 8 21 X 6 17 X 6 15 X 6 13 X 6 OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. 28 Ledger strip supporting joist or rafter 4-16d BOX 31/2"x 0.135",or 3-16d common 1 story At each oist or rafter,face nail 3 5to -slab-on-grade 3z x 1, za X 7 19 X 6 16 X f ,a x 6 12 x s g p pp g J ( ) FLOORS AND PLASTERED CEILINGS L1360 ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. 2-10d 3"x 0.128" box or 2-8d common Each end toe nail 3 story-with crawl space 38 X 14 28 X 9 23 X 6 19 X 6 16 X 6 14 X 6 29 Bridging to joist on blocking to joist ( ) ALL OTHER STRUCTURAL MEMBERS LI240 3 story-with basement a3 X 17 33 X 11 26 X 8 22 X 6 19 X 6 16 X 6 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36(FY=36 KSI) '' SPACING OF FASTENERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H1360 For SI:1 inch=25.4 mm,1 pif--14.6 Nlm,I pound per squarefoot=47.9 Nlm' 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.BOLTS TO BE 3/4"AND ASTM A-325 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,C a a.Interpolation allowed.Extrapolation is not allowed. Edges(inches)h Intermediate supports(inches)C'a EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L1240 b.Based on32-foot-wldehouse with load-bearingcenter wall that carries halfofthetributa attic, AND MEET IONISC SPECIFICATIONS,1IONS,SECTION TIONS TO BE L TEST REVISION. AISC 1 _i EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 to of ry SPECIFICATIONS,SECTION 1.17.ALL SPECIFICATIONS TO BE LATEST REVISION. WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING and footing rimingnd i inch f feet thickness (but tnot lash than 6 inches house,add thick). subtract 2 inches of footing width and 1 inch of footing thickness(but not less than 6 inches thick). 3 ,� 1 �� 8d common 6d common(2'1120 x 0.131 nail na'bfl000r,wall)I 6" 12" f NOTE:L=SPAN LENGTH,H=SPAN HEIGHT a PURPOSES OF THE ALL BE PERM DE LET BETAKLIMITS HEREIN TIMES THE COMPONENT AND CLADDING LOADS FOR THE 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. 30 /g -/ ( "" "") ( f)J 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. 1 g „-1„ „ „ J „ „ f b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF CANTILEVER - � l'�j L�n,r`f'*• p�! i C. 31 /p 8d common nail(2112 x 0.131 ) or RSRS-01 nail(roof) 6 12 c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED nt ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING MINIMUM DESIGN DEAD LOADS*AS PER TABLE C3.1 ASCE 7-10 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 518"DIAMETER STEEL BOLTS AT 16"O.C.,STAGGERED. EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED 1J60.FOR SANDWICH PANELS USED IN ROOFS OR 10d common(3„x 0.145„)nail,or 6„ 12„ COMPONENT LOAD S WALLS OFSUNROOMADDITIONSORPA71000VERSTHETOTALLOADDEFLECTIONSHALLNOTEXCEEDL1120. 32 1$"-1%" 8d common(21/2"x 0.131")deformed nail STRUCTURAL LUMBER (R502, R602, R802) - CEILINGS EXTERIOR WALL STRUCTURAL PANELS TO RESIST WIND PRESSURE GYPSUM BOARD(1/2-in.) 7.0 1. ALL FLOORS,WALLS,CEILINGS&ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN SEAL: MINIMUM NAIL SIZE MIN.WD STRUCTURAL WOOD STRUCTURAL WALL TO STUD NAIL SPACING TABLE R401.4.1 ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE NAIL PENETRATION PANEL SPAN RATING PANEL THICKNESS spaclNG EDGES FIELD PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa GYPSUMBOARD(5/8-in.) 9.0 OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE-7. SUSPENDED STEEL CHANNEL SYSTEM 2.o DO NOT SCALE DRAWINGS 6d common nail LOAD-BEARING 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE#2 OR BETTER WITH THE FOLLOWING (2.0"x 0.113") 1.5 INCH 2410 %" 16"O.C. 6" 12" CLASS OF MATERIAL (POUNDS PER COVERINGS, R 0 0 F, AND WALL MINIMUM STRESS GRADES: ALL RIGHTS RESERVED SQUARE FOOT) ASPHALT SHINGLES 2.0 All drawings, specifications, and copies 8d common nail 7 BENDING STRESS Fb=Base:875 Adj:1107 PSI 1.75 INCH 24116 /s" 16 O.C. 6n 12"" CRYSTALLINE BEDROCK 12,00o thereof furnished by the Architect and his (2112 x 0.131 ) GYPSUM SHEATHING,112-in. 2.0 SHEAR STRESS Fv=95 PSI INTERIOR GYPSUM WALL BOARD SEDIMENTARY&FOLIATED ROCK 4,000 PLYWOOD(per 1/2-in.) 1.6 MODULUS OF ELASTICITY E=1.6 x 106 PSI Consultants are and shall remain their SANDY GRAVEL WOR GRAVEL(GW&GP) 3,000 property. They are not to be used on this or GYPSUM BOARD FRAMING MEMBER SPACING OF FASTENERS RIGID INSULATION, 0.75 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY Simpson OR EQUAL. any Other project unless Written permission is GYPSUM BOARD THICKNESS APPLICATION SIZE OF NAILS TO WOOD FRAMING SAND,SILTY SAND,CLAYEY SAND,SILTY . ORIENTATION TO FRAMING SPACING NAILS SCREWS GRAVEL&CLAYEY GRAVEL 2,000 SINGLE-PLY SHEET WATERPROOFING MEMBRANE 07 (SW,SP,SM,SC,GM&GC) 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE(PTP)TIMBER. given by the Engineer and his Consultants. 1 „ CEILING EITHER DIRECTION 16"O.C. 7" 12" CLAY,SANDY CLAY,SILTY CLAY,CLAYEY BITUMINOUS,SMOOTH SURFACE ©COPYRIGHT 2022 LUMBER GRRADINADIN WALL EITHER DIRECTION 16"O.C. 8" 16" 5d cooler nails slLr,SILT 8 SANDY SILT(CL,ML,MH&CH) 1,500 b WATERPROOFING MEMBRANE 1.5 5. ALL LOAD G DIMENSION LUMBER SHALL T IDENTIFIED BYA GRADE MARK OR A G OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION CEILING EITHER DIRECTION 16"O.C. 7" 12" for Sl:1 pound persquare foot=0.0479 kPa FLOORS AND FLOOR FINISHES BODY THAT COMPLIES WITH DOC PS 20. 6d cooler nails a.where soil tests are required by section R401.1,the allowable bearing capacities of the soil WALL EITHER DIRECTION 16"O.C. 6" 16" shall be part of of the recommendations. b.where the building official determines that in-place soils with an allowable bearing capacity oflessthan1,500 CERAMIC OR QUARRY TILE(3/4-in.) 16.0 PLUMBING AND HEATING WORK(P2502, &R303.10) TYPE'x'ATGARAGE 1 Y8"long 6d Coated nails or equivalent drywall Screws. Psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soil Investigation. ON 112-In.MORTAR BED CEILING BELOW THE PERPENDICULAR 16"O.C. 6" 6" Screws shall comply with Section R702.3.5.1 4 12-15-22 Town Submission A HABITABLE SPACE HARDWOOD FLOORING,717-in. 4.0 1. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER PIPING SHALL CONFORM TO LINOLEUM OR ASPHALT TILE 1/4-in. 1.0 ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE 3 12-07-22 Design Development 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. 2 11-11-22 Design Development average bending yield strengths as shown:80 ksi forshank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not AS PER TABLE ASCE 2010 SECT.7.4 AND FIGURE 7-2 SUBFLOORING,3/4-in. 3.0 1 10-17-22 Field Measure larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. b. Staples are 16 gage wire and have a minimum�s inch on diameter crown width. FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. p 9 9 SLOPE CS GSL LIVE LOAD JOIST SIZES in. O.C. O.C. No. Date Remark c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. ( ) 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. REVISIONS 3:12 0.85 X 45 PSF 40 PSF 2X6 6 5 d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 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). 4:12 0.8 X 45 PSF 36 PSF 2x8 6 6 SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE Title: L 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 2X10 7 6 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 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 SCHEDULES 2x12 $ 7 wind speed is 130 mph or greater but less than 140 mph. 7:12 0.6 X 45 PSF 27 PSF 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 FRAME PARTITIONS 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS&PAY ALL FEES REQUIRED FOR HIS WORK. 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 WOOD OR STEEL STUDS,112-in.GYP.BOTH SIDES 8.0 ELECTRICAL WORK( E3401) AND CODE 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 FRAME WALLS 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 ZO PSF 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF shall be supported by framing members or solid blocking. EXTERIOR STUD WALLS: NEW YORK STATE,THE NATIONAL ELECTRIC CODE,THE LOCAL POWER CO.AND ALL 12:12 0.38 X 45 PSF 18 PSF 11.0 APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY 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 ( ) ( ) 2x4 @ 16-in.,5/8-in.GYPSUM, 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. INSULATED,318-in.SIDING ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION Drawn by: RM Checked by: MAA INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS Date: 11 25/20 Scale: As Noted j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. 2x6 @ 16-in.,5/8-in.GYPSUM, 12.0 ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY INSULATED,318-in.SIDING UPON COMPLETION. Job No.: 20002 EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. Drawing No. *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR 3. ALL ELECTRICAL FIXTURES,SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. PLASTER,ADD 5 ib/ft?FOR EACH FACE PLASTERED. VALUES GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A rim TABLE R402.4.1.1 T AIR BARRIER AND INSULATION INSTALLATION SECOND FLOOR r� COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA R403.1 Controls(Mandatory).At least one thermostat shall be R403.6 Mechanical ventilation(Mandatory).The building shall be provided RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS provided for each separate heating and cooling system. with ventilation that meets the requirements of the International Residential INTERIOR 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 RENOVATION � '�t� _ ,✓ r General requirements The exterior thermal envelope contains a used as a sealing material. b the builder or other approved art 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. 1�NO VATION g Y PP party P P 9 9 9 Y Y continuous air barrier, maintain different tern R403.6.1 Whole-house mechanical ventilation 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 e 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 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 R403.6.1. f The air barrier in any dropped ceiling/soffitde degrees Fahrenheit 13 C or u to 85 degrees Fahrenheit 29 C Exceptions:Where mechanical ventilation fans are integral to tested and 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 9 ( ) P 9 ( ) 9 Ceiling/attic gaps in the air barrier shall be sealed. ceiling/soffit shall be aligned with insulation installed in or on ceiling/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 branch I,n,-t*e.offs andjornts _.. i` --.f' 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. 1930 Haywaters Rd \ 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 Cutchogu e, NY 11935 fenestration,and the results from any required duct system and building Fahrenheit(26 C). R403.7 Equipment sizing and efficiency rating(Mandatory).Heating and 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 having supplementary electric-resistance heat shall have on building loads calculated in accordance with ACCA Manual J or other S.C.T.M frame walls shall be insulated by value for each component,the certificate shall list the value covering the pumps 9 PP rY 9 t The junction of the foundation and the sill plate 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 1000-111-06-16.1 �,:,a t.:�t },n In in,'an+a f�:rtia cn shall be sealed. o eration when the heat um material having a thermal resistance of cooling and service water heating equipment.Where a gas-fired unvented P 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 re uired b federal law for the eo ra hi R-3 per inch minimum. room heater,electric furnace or baseboard electric heater is installed in the q Y g g p c location walls shall be sealed. Exterior thermal envelope insulation for residence the certificate shall list"gas-fired unvented room heater,""electric where the equipment is installed. ENGINEER: Knee walls shall be sealed. p � g � R403.3.2 Sealing(Mandatory).Ducts,air handlers and filter boxes 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 LL`w- - -- - - `�► 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 PE LLC 9 Mechanical Code of New York State or Residential Code of New York serving multiple dwelling units shall comply with Sections C403 and C404 of MICHAEL ANGELONE alignment with the air barrier. baseboard heaters. State,as applicable. the IECC-Commercial Provisions in lieu of Section R403. The space between window/doorjamb and Exceptions: Windows,skylights& P � R402.4 Air leakage(Mandatory).The building thermal envelope 1.Air-impermeable spray foam products shall be 4 POND PLACE framing,and skylights and framing shall be sealed. g ( ry) g P P P Y P doors g g shall be constructed to limit air leakage in accordance with the permitted to be applied without additional joint R403.9 Snow melt and ice system controls Mandatory Snow-and ice melting systems,supplied through energy service to the building,shall include OYSTER BAY, N.Y. 11771 T i ca I Duct Sealing Detail 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 TEL.:516.922.2024 FAX: 516.453.6002 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(10 C),and no precipitation is installed to maintain permanent contact methods between dissimilar materials shall allow for differential additional closures stems shall not be required for falling and an automatic or manual control that will allow shutoff when the � Y q � CONSULTANT: with the underside of subfloor decking, outdoor temperature is above 40 degrees Fahrenheit(4.8 C). expansion and contraction. continuously welded joints and seams and orfloorframing cavity insulation shall Floors(including The air barrier shall be installed at any exposed R402.4.1.1 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. � top side of sheathing,or continuous The energy consumption of pools and permanent spas shall be in accordance cantilevered floor) installed in accordance with the manufacturer's instructions R403.3.2.1 Sealed air handler.Air Handlers shall have a insulation installed to the underside of and the criteria listed in table R402.1.1,as applicable to the manufacturer's designation for an air leakage of no more than with Sections R403.10.1 through R403.10.3. i, ( floor framing and extends from the Pp g g RJ M DRAFTING . bottom to the to of all erimeter floor method of construction.Where required by the code official, 2 percent of the design air flow rate when tested in AND-DESIGNS 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. by a readily accessible on-off switch that is an integral part of the verify compliance. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested heater mounted on the exterior of the heater,or external to and within _ 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 to determine air leakage by one of the following methods: 3 feet(924 mm)of the heater.Operation of such switch should shall 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 overlapping joints taped. to the crawls ace walls. 1.Rough-in test:Total leakage shall be measured with a not change the setting of the heater thermostat.Such switches shall 7 0 L D L A N D E R S C T Pp 91 P 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 S M I T H T 0 W N, N Y 1 1 7 8 7 Duct shafts,utility penetrations,and flue shafts system,including the manufacturer's air handier enclosure heaters shall not be equipped with continuously burning ignition pilots. Shafts,penetrations Testing shall be conducted in accordance with ASTM E 779 or ralph®rjmdesignsny.com opening to exterior or unconditioned space shall if installed at the time of the test.All registers shall be taped CONTINUOUS BEAD OF SEALANT be sealed. ASTM E 1827 and reported at a pressure of 0.2 inch w.g. (50 or otherwise sealed during the test. R403.10.2 Time switches.Time switches or other control methods that can (516) 818-5368 FAX (866) 789-7930 Pascals).Where required by the code official,testing shall be 2.Post construction test:Total leakage shall be measured automatically turn off and on according to a preset schedule shall be installed Batts in narrow cavities shall be cut to fit, conducted a es approved third party.A written report of the with a pressure differential of 0.1 inch w. 25 Pa across for heaters and um motors.Heaters and um motors that have built-in Contractor must verify all measurements and CONTINUOUS MINIMAL EXPANDING or narrow cavities shall be filled by results of the test shall be signed by the party conducting the g•( ) pump pump �' 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 provided to the code official.Testing shall be enclosure.Registers shall be taped or otherwise sealed Exceptions: conditions prior to beginning any work. conforms to the available cavity space. performed at any time after creating of all penetrations of the building thermal envelope. during the test. 1.Where the public health standards require 24-hour Report all discrepancies to the Engineer in 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. writing. Plans subject to approval by all During testing: 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. Exterior windows and doors,fireplace and stove p P P governmental agencies having jurisdiction. 9 9 9 9 envelope. be provided with a vapor-retardant cover or other approved Recessed lighting doors shall be closed,but not sealed,beyond the P P pp FOAM AT WINDOW PERIMETER envelope shall be sealed to the finished surface. thermal envelope shall be airtight an IC rated. Y 2.A duct air leakage test shall not be required for ducts serving heat vapor-retardant means. The Engineer has not been retained for any 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 neat) to fit field supervision or inspection. His Y control measures. o CONTINUOUS BEAD OF SEALANT around wiring and plumbing in exterior walls, 2.Dampers including exhaust,intake,makeup air, serving heating or cooling systems. heating,computed over an operated season, is from Plumbing and wiring or insulation that on installation readilyA written report of the results of the test shall be signed by site-recovered energy,such as from a heat pump or solar energy source, responsibility is limited to the accuracy of the backdraft and flue dampers shall be closed,but not the a conducting the test and provided to the code official. covers or other vapor-retardant means shall not be required. conforms to available space shall extend sealed beyond intended infiltration control P g plan. The Engineer is further not responsible behind piping and wiring. measures. CONTINUOUS BEAD OF ADHESIVE R403.3.5 Building cavities(Mandatory).Building framing cavities R403.11 Portable spas(Mandatory).The energy consumption of for any damage arising out of the contractor's 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, on exterior walls to showers and tubs shall separate the wall from and tubs shall be insulated. shall be open.the not be used as ducts or plenums. electric-powered portable spas shall be controlled by the requirements of CONTINUOUS BEAD OF SEALANT the showers and tubs. 4.Exterior doors for continuous ventilation systems R403.4 Mechanical system piping insulation(Mandatory). APSP-14. failure to execute the work exactly as shown 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 on the approved drawing(s). 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. of the test,shall be turned off. R403.4.1 Protection of piping insulation.Piping insulation R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting 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 systems shall not have continuously 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, ;:=tr ' r'r tt . l and shall shielding from soar radiation that can cause subfloor,wall covering,or ceiling penetrated by the boot. providehildi f l h ;- ,,�•,r°�G". ~ ' R402.4.2 Fireplaces.New wood-burning fireplaces shall have degradation of the material.Adhesive tape shall not be permitted. When required to be sealed concealed fire sprinklers 'r CEILING GYPSUM BOARD tight-fitting flue dampers or doors and outdoor combustion air.Where R403.5 Service hot waters stems.Energy conservation "'" ` shall only be sealed in a manner that is recommended by using tight-fitting doors on factory-built fireplaces listed and labeled in y gY �� IP AS AIR BARRIER Concealed sprinklers the manufacturer.Caulking or other adhesive sealants measures for service hot water systems shall be in accordance q , 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 9 ' CONTINUOUS BEAD OF SEALANT and walls or ceilings. fireplace. p t`. g R403.5.1 Heated water circulation and temperature maintenance y.. s, : '• ' .. . _:: =. • ,_:;�;�", systems(Mandatory).Heated water circulation systems shall be in N \i r ; r...,�,w• CONTINUOUS BEAD OF SEALANT R402.4.3 Fenestration air leakage.Windows,skylights and sliding ,r,.`• _ :_ ' '' 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 TABLE R403.6.1 A per square foot(1.5 Lls/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 CONTINUOUS MINIMAL EXPANDING cfm per square foot(2.6 L/s/m^2),when tested according to NFRC Automatic controls,temperature sensors and pumps shall be FOAM AT WINDOW PERIMETER FAN LOCATION AIR FLOW RATE MINIMUM MINIMUM EFFICACY AIR FLOW RATE MAXIMUM 400 OR AAMAIWDMA/CSA 101/I.S.2/A440 b an accredited accessible.Manual controls shall be readily accessible. o SEAL: Y R403.5.1.1 Circulation systems.Heated water circulation 4 Y2 GYP.BD.FINISH WITH ALL (CFM) (CFM!WATT) (CFM) independent laboratory and listed and labeled by the manufacturer. EXPOSED CAVITIES TO BE FILLED TO Exception:Site-built windows,skylights and doors. systems shall be provided with a circulation pump.The FULL DEPTH WITH INSULATION WINDOW UNIT AS AIR BARRIER Range hoods Any 2.8 cfm/watt Any p system return pipe shall be a dedicated return pipe or a cold HAVING A MIN.NOMINAL VALUE OF DO NOT SCALE DRAWINGS In-line fan Any 2.8 cfm!watt Any water supply pipe.Gravity and thermosyphon circulation R-3 PER INCH, IN ACCORDANCE ALL RIGHTS RESERVED 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 Bathroom,utility room 10 1.4 cfm/watt <90 zones 3 through 8,where open combustion air ducts provide Y P 9 �"POLYSTYRENE RIGID All drawings, specifications, and copies CONTINUOUS MINIMAL EXPANDING g p system pumps shall start the um based on the identification INSULATION R-3.0 BUILDING CODE,TYP. Y P P pump ( 1 thereof furnished b the Architect and his Bathroom utility room 90 2.8 cfm/watt Any combustion air to open combustion fuel-buming appliances,the y FOAM AT WINDOW PERIMETER appliances and combustion air opening shall be located outside the of a demand for hot water within the occupancy.The controls Consultants are and shall remain their HRV or ERV Any 1.2 cfm/watt Any shall automatically turn off the pump when the water in the pro CONTINUOUS BEAD OF SEALANT e The are not to be used on this or building thermal envelope or enclosed in a room,isolated from inside p p rty. y 2.8 cfm!watt the thermal envelope.Such rooms shall be sealed and insulated in no demand for hot water.circulation loop is at the desired temperature and when there is any other project unless written permission is A-when tested in accordance with HVI Standard 916 accordance with the envelope requirements of table R402.1.2,where Eave Detal l given by the Engineer and his Consultants. R403.5.1.2 Heat trace systems. Electric heat trace systems the walls,floors and ceilings shall meet not less than the basement 3 ©COPYRIGHT 2022 wall R-value requirement.The door into the room shall be fully shall comply with IEEE 515.1 or UL 515.Controls for such SCALE:N.T.S. 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 a accordance with Section R403.The combustion air duct shall be in accordance with the times when heated water is used in the CONTINUOUS BEAD OF SEALANT c insulated where it passes through conditioned space to a minimum of GLAZED WOOD MASS BASEMENT SLAB CRAWL SPACE occupancy. ;�{ , .. �,,,,.,. -.: , ., CLIMATE FENESTRATION SKYLIGHT" FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VALUE WALL R 8' R403.5.2 Demand recirculation water systems.Demand �` ,:1 1 4 12-15-22 Town Submission ZONE U-FACTOR" U-FACTOR R-VALUE , R-VALUE Exceptions: 3 12-07-22 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 of the following: DOUBLE TOP 2 11-11-22 Design Development 4 0.32 0.55 0.40 49 20 or 13+5" 8/13 19 10113 10,2 ft 10/13 pipes installed continuous to the outside. 1.The controls shall start the pump upon receiving a signal PLATE 1 10-17-22 Field Measure 2. Fireplaces and stoves complying with both section from the action of a user of a fixture or appliance,sensing R402.4.2 and section R1006 of the International No. Date Remark 5 0.30 0.55 NR 49 20 or 13+5° 13l17 309 15119 10,2 ft 15119 the presence of a user of a fixture or sensing the flow of hot SEAM AT 6 Option 1 0.30 0.55 1 NR 49 20+5 or 13+10' 15/20 30' 15/19 10,4 ft 15/19 Residential Code. or tempered water to a fixture fitting or appliance. EXTERIOR REVISIONS R402.4.5 Recessed lighting.Recessed luminaries installed in the 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 g g• 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 SHADED AREAS conditioned and unconditioned spaces.All recessed luminaries shall R403.5.3 Hot water pipe insulation(Prescriptive).Insulation for hot INDICATE HIGH SCHEDULES & CONTINUOUS SILL SEALER for SI:1 foot=304.8 mm be IC rated and labeled as having an air leakage rate not more than 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 y g � 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 s AT SEAMS IN NOTE FOUNDATION WALL AS 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. �j\` b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.Exception:Skylights may excluded from glazed wall or ceiling covering. 2.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. y SEAM AT EXTERIOR Drawn by: RM 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 tY• P SHEATHING Date: 11 25 20 Scale: As Noted " �- 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. \� 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 o o.: 20002 � i ��j�j \� 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�\� in climate zones 4 through 8 for skylights.The area-weighted average demand recirculation systems. AT 16"O.C. 1 though 3 for heated slabs. 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 f.Basement wall insulation is not 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 2 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. FIBERGLASS BATTS AFTER SPRAY FOAMING SEAMS SCALE:N.T.S. showers.Potable water-side pressure loss of drain water heat 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. AI r Seal Detail 4 SCALE:N.T.S. ELECTRICAL/ LIGHTING LEGEND SECOND FLOOR SYMBOL MANUF. MODEL# BULB REMARKS INTERIOR LEVITON DUPLEX RECEPTICAL, DECORA,WHITE(IN ADDITION TO THOSE REQ. BY CODE) RENOVATION _@ LEVITON QUAD RECEPTICAL, DECORA,WHITE LEVITON DUPLEX RECEPTICAL, DECORA,WHITE (SET @ PICTURE LIGHT) 12 DUPLEX, FLOOR OUTLET FL LEVITON 1930 Haywaters RdFLR Cutchogue, NY 11935 __Q LEVITON GFI, DECORA, WHITE INSTALL PER E3802 S.C.T.M F =@ LEVITON GFI, QUAD RECEPTICAL, DECORA,WHITE INSTALL PER E3802 1000-111-06-16.1 GFI =Q LEVITON GFI,WEATHERPROOF RECEPTICAL INSTALL PER E3802 ENGINEER: EX.GFl SPECIAL PURPOSE CONNECTION-APPLIANCE, ETC. MICHAEL ANGELONE PE LLC MICHAEL ANGELONE -�} LUTRON SINGLE POLE SWITCH, DECORA,WHITE POND PLACE OYSTER BAY, N.Y. 11771 (f} LUTRON THREE WAY SWITCH, DECORA,WHITE TEL.:516.922.2024 FAX: 516.453.6002 (�} LUTRON FOUR WAY SWITCH, DECORA,WHITE 56-0" CONSULTANT: _ 69 LUTRON THREE WAY SWITCH, DECORA, WHITE WI SLIDE DIMMER �} LUTRON FOUR WAY SWITCH, DECORA,WHITE W/SLIDE DIMMER C��RDG S o LUTRON SINGLE POLE SWITCH, DECORA,WHITE W/SLIDE DIMMER-6� l 0 ( SENTRY TIME SWITCH 7 0 L D L A N D E R S C T SMITHT0WN, NY 11 787 w 2668 �6 HALO LED 6" RECESS HIGH HAT-WHT.OR BLK. BAFFEL (IC/AT) ralph@rjmdesignsny.com o o (516) 818-5368 FAX (866) 789-7930 HALO LED 4" RECESS HIGH HAT-WHT.OR BLK. BAFFEL- INCANDESCENT(IC/AT) J 4 KITCHEN FAMILY MASTER Contractor must verify all measurements and - HALO LED RECESS HIGH HAT-WHT. OR BLK. BAFFEL- FOR SLOPED CLGS. (IC I AT) ROOM BEDROOM conditions prior to beginning any work. s HALO H7T/417 LED RECESS WALL WASH-WHT. OR BLK. BAFFEL- INCANDESCENT _ ___ —_ Report all discrepancies to the Engineer in writing. Plans subject to approval by all HALO H1499T LOW VOLTAGE RECESSED SPOT LIGHT 3'o" 16'4" 00 governmental agencies having jurisdiction. EVOLUTION MINILIGHT LED TRANSFORMER REQUIRED(FOR FUTURE CABINETRY) The Engineer has not been retained for any w field supervision or inspection. His `"O 75 W A BLUB WIPULL CHAIN � responsibility is limited to the accuracy of the- - � DRYER � 2668 plan. The Engineer is further not responsible - - LED UNDER COUNTER LIGHTING 0 for any damage arising out of the contractor's JUNCT. BOX OWNER TO SUPPLY FIXTURE CONTR.TO INSTALL T L�� N ° • Co Do failure to execute the work exactly as shown ' M ° N on the approved WALL 2668 pp owed drawmg(s). SCONCE JEM. BOX OWNER TO SUPPLY FIXTURE, CONTR.TO INSTALL Co EXISTING FIRST p 3's" 13'-0" " LAMAR 4-F401 FLUORESENT (WRAP AROUND) FLOOR - (NO WORK o PENDANT LIGHT FIXTURE SELECTED BY OWNER 00 CLO00 SET I i FAN / LIGHT WHIFV 08VQ5 ING *100 CFM* 1 SONE-V.I.F. - 4" HARD DUCT TO EXTERIOR BY ELECT. CONTRACTOR L_J 2068 2068 OUTDOOR FIXTURE OWNER TO SUPPLY, CONTR.TO INSTALL -IT7EXT • CLOSET �� HALO 70PS 60 W A-19 SHOWER LIGHT - DINING ENTRY E 0 YE R PWDF . 00 �' r M _ 2668 RP MOTION SENSOR-DOUBLE HEAD-WHITE 00 BEDROOM 2 SEAL: SMOKE/CO2 DETECTOR-DIRECT WIRED, INTERCONNECTED WBATTERY BACKUP `V DO NOT SCALE DRAWINGS ALL RIGHTS RESERVED All drawings, specifications, and copies 13'-2" o'-o" 00 14'-3" 5'-0" 11'-3^ thereof furnished by the Architect and his M Consultants are and shall remain their �O CEILING FAN/LIGHT-STYLE&COLOR BY OWNER property. They are not to be used on this or O• any other project unless written permission is BEDROOM #1 given by the Engineer and his Consultants. ©COPYRIGHT 2022 0 CABLE/TELEVISION OUTLET Z• � 1 ° ° N 4 12-15-22 Town Submission A 0 COMPUTER DATA OUTLET 3 12-07-22 Design Development 2 11-11-22 Design Development D< TELEPHONE JACK-CONFIRM SYSTEM WITH OWNER 1 10-17-22 Field Measure No. Date Remark NOTE: � FIRST FLOOR PLAN (NO WORK) REVISIONS FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO LOCATION AND TYPES OF RECEPTICAL LIGHTING, AND ANY SPECIAL OWNER REQUIREMENTS. SCALE: 1/4" = 1'-0" Title: EXISTING FIRST FLOOR PLAN & NOTES Drawn by: RM Checked by: MAA Date: 11 25 20 Scale: As Noted Job No.: 20002 Drawing No. Y2" GYP. BD. 0/ R-30 BATT INSULATION Y2" GYP. BD. 0/ R-30 BATT INSULATION 0 GYP. BD. CATHEDRAL 0/ R-30 BATT INSULATION PROPOSED FINISHED CATHEDRAL SECOND FLOOR R-15(BATTIGID INSULATION ION ® ® ® ® Clo 0 0 0 o R-5 (1") RIGID INSULATION R-15 BATT INSULATION Y2" GPY. BD o o Y2" GPY. BD EXISTING ROOF RAFTERS TO REMAIN i EXISTING FIRST FLOOR EXISTING FLOOR JOISTS TO REMAIN 0 b) BEDROOM #1 CLOSET HALL CLOSET CLOSET CLOSET EXISTING EXISTING FLOOR JOISTS TO REMAIN UNFINISHED BASEMENT CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 1/2"THICK SECOND FLOOR (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT REQUIRED TO BE FLUSH. GYPSUM BOARD. ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ROOF FRAMING RAFTERS SHALL BE AS SHOWN. �T n TOR ALL BATHROOM WALLS TO BE COVERED WITH 1/2"THICK 1_ TEX%_X CONTRACTOR TO VERIFY THE EXISTENCE AND STRUCTURAL ALL DOOR AND WINDOW HEADERS SHALL BE 2-2"X 10"S FOR SPANS WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. RENOVATION STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR TO 6%0",LARGER SPANS SHALL BE AS NOTED. TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO RENOVATION TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND ALL EXTERIOR SHEATHING SHALL BE 1/2"THICK EXTERIOR GRADE COATS JOINT COMPOUND. TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR PLYWOOD. PROVIDE 1/2"THICK RIGID POLYSTYRENE INSULATION UNDER ALL ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH ALL SUBFLOORS SHALL BE 3/4"THICK EXTERIOR GRADE PLYWOOD. NEW VINYL SIDING. PROVIDE METAL RAFTER TIES AT ALL RAFTER/TOP PLATE CONNECTIONS PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN AND METAL JOIST HANGERS AT ALL FLUSH JOISTIGIRDER CONNECTIONS. WALLS BELOW GRADE. 1930 Haywaters ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. Cutchogue, NY l 1935 (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) PROVIDE 1"X 3"CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING S.C.T.M EXTEND TO A MINIMUM DEPTH OF 3'-O"BELOW GRADE. IS INSTALLED. 1000-111-06-16.1 ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE 3112"(R-15)TYPE FIBERGLASS FOILBACK INSULATION &112"RIGID INSULATION (R-3.0) DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. ALL ROOF RAFTERS SHALL BE INSULATED WITH A MINIMUM 51/2"R-21 ENGINEER• TYPE FIBERGLASS FOILBACK INSULATION MICHAEL ANGELONE PE LLC ALL GLAZING SHALL BE LOW E4 AND CONTAIN A MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U.O.N. ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING MICHAEL ANGELONE PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND ALL EXTERIOR WALLS SHALL BE 2"X 4"S @ 16"O.C.WITH FIRE FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES 4 POND PLACE SPECIFIED ON THE DRAWINGS. OYSTER BAY, N.Y. 11771 TEL.:516.922.2024 FAX: 516.453.6002 CONSULTANT: CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR .,,,t..,�. .7 r. ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY RUBBISH REMOVAL. CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 f, ,K t `4 CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO PLUMBING CODE OF NYS&2020 FUEL&GAS COD OF NYS) ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. RJM DRAFTING . ARID-DESIGNS 'F ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB EXIST. PLATE CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL -` CI . DISCREPANCIES OR OMISSIONS TO THE OWNER. SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS I WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE 7 0 L D L A N D E R S C T CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON S M I T H T 0 W N, N Y 11 7 8 7 THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL d REAR WALL: ralph@rjmdesignsny.com COMMISSION AND O.S.H.A.REGULATIONS. STORAGE R-5 (1") RIGID INSULATON EXIST. EAVE STORAGE TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND R-15 BATT INSULATION (516) 818-5368 FAX (866) 789-7930 EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL RENTAL CHARGES,SAFETY,PROTECTION AND MAINTENANCE OF Y2" GPY. BD BE THE CONTRACTOR'S RESPONSIBILITY RENTAL EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER 22-1^ 13-8^ 18-s^ THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY 8'-01�2" Contractor must verify all measurements and FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS COOTS FOR CONSTRUCTION SAFETY. SAFETY,CARE OF CONTRACTOR TO $'-�" COMPONENTS SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS VERIFY ROOF AND conditions prior to beginning any work. VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE WINDOW SIZE EXTERIORS HAND RAKED FREE, DEBRIS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL Report all discrepancies to the Engineer in G G EW 2068 BE CONTRACTOR'S RESPONSIBILITY. L°AV LAQ/ DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN ANDo writing. Plans subject to approval by all FREE OF CONSTRUCTION WASTE WHERE POSSIBLE IN eGHrMEDIA R 00 M Z N W N _-_--, N governmental agencies having jurisdiction. I�I r I NEW 30X4� W I SKYLGHT , CONTRACTOR TO NEW ® X The Engineer has not been retained for any M NEW 206 i i COORDINATE MEDIA W M 06 BATHROOM 06 CONNECTIONS AND 0 QK. field supervision or inspection. His -06 46 I I LOCATIONS WITH a� ,yo I CLIENT responsibility is limited to the accuracy of the r N SHOWER 06 -06 -06 plan. The Engineer is further not responsible GUEST L MECH CL. 18'-9" for any damage arising out of the contractor's °P FLOORING SELECTED BY °° failure to execute the work exactlyas shown OWNER BEDROOM N CL. - DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS&AROUND ALL OPENINGS < toNEw 2os8 FLOORING SELECTED BY on the approved drawing(s). N W (2)2068 OWNER - INSTALL BRIDGING IN ALL FLOOR&FLAT ROOF JOISTS,CEILING JOISTS,&BEAMS.BRIDGING SHALL BE INSTALLED @ 8'.0"O.C.MAX&SHALL BE CONTRACTOR TO SOLID WOOD BLOCKING 2"X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING COORDINATE LIGHTING sss o AND SWITCHING WITH - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY&COMPLETELY BY CONTRACTOR of W CLIENTS. 2 4 v2^ �, SIDE WALLS: w 22'-1" 00 NEW 2X4 ON THE FLAT Cn - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK R-21 BAIT INSULATION .0ss SD 08s INSULATION: Y2, GPY. BD - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE TREATED PRESERVATIVE(PTP)LUMBER CEILING = R30 BATT INSULATION TV rNEW2668 - SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE SLEEPING AREA&AT EACH ADDITIONAL STORY ❑° '{ ' OF THE DWELLING,INCLUDING BASEMENTS&HABITABLE ATTICS,BUT NOT INCLUDING CRAWL SPACES&UNINHABITABLE ATTICS.SMOKE uainNc&vENnunoN cAtcuLAnoNs FRONT WALL: ALARMS SHALL BE INTERCONNECTED&BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RCNYS SECTION R314.EXISTING '1'.�•` '_ { BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITIONS TO RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM BEDROOM - 449 S.F. R-5 (1") RIGID INSULATION PER 14. 17.96 s.L Req'd(4%) 35.92 0. Req'd (8� R»15 BATT INSULATION ^ ASP 3 27.2 s.f. Provided 28.8 s.f. Provided {� ~' Y2 GPY. BD W6 '0s 8-0 ANDERSEN CXW135 (E) G - RCNYS-R314.4,EXCEPTION:SMOKE ALARMS INSTALLED TO SATISFY SECTION R314.4.1 ;SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO LIGHT 7.2 S.F. VENT 6.8 S.F. EXIST. EAVE EXIST. EAVE EXIST. EAVE SEAL: EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM IS NOT PROVIDE (4)65 W LED EQUIVALENT BULBS M CAPABLE OF BEING INTERCONNECTED TO THE EXISITNG SMOKE ALARMS. TO SATISFY MINIMUM LIGHT REQUIREMENTS MECHANICALLY a BENCH BENCH � a a DO NOT SCALE DRAWINGS - RCNYS-R314.4.1 HEAT DETECTION INTERCONNECTION.HEAT DETECTTION SHALL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS THE GLAZED AREAS NEED NOT �i �i BE INSTALLED IN ROOMS WHERE " STORAGE ALL RIGHTS RESERVED INSTALLED IN THE DWELLING UNIT.ALARMS AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, EXCEPTION 1 IS SATISFIED AND REPLACE EXIST WINDOW REPLACE EXIST WINDOW All drawings, specifications, and copies ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. THAT CAPABLE OFPRODUCINc �rH Cw135 EGRESS WITH CWI35 EGRESS g � p � p AN AVERAGE ILLUMINATION OF 6 thereof furnished by the Architect and his FOOTCANDLES (65 LUX) OVER Consultants are and shall remain their - CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA.WHERE A FUEL-BURNING APPLIANCE IS LOCATED THE AREA OF THE ROOM AT A WITHIN A BEDROOM OR ITS ATTACHED BATHROOM,A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10 FEET OF THE ENTRANCE TO HEIGHT OF 30 INCHES (762 MM) property. They are not to be used on this or BEDROOM OR SLEEPING AREAS.CARBON MONOXIDE ALARMS TO BE INSTALLED IN ACCORDANCE WITH RCNYS SECTION R315 AND SECTION 915 ABOVE THE FLOOR LEVEL. 06 any other project unless written permission is OF THE FIRE CODE OF NEW YORK STATE.EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR given by the Engineer and his Consultants. RENOVATION SHALL BE PROVIDED WITH CARBON MONOXIDE ALARMS AS PER APPENDIX J OF NYS RESIDENTIAL CODE. ©COPYRIGHT 2022 - ALL NEW INTERIOR TRIM&DOORS AS SELECTED BY OWNER(LION) - ALL BUILT-IN CABINET CONFIGURATIONS TO BE VERIFIED W/OWNER(LION) EXIST. PLATE A - PROVIDE ROD&SHELF AT EACH BEDROOM CLOSET&5 SHELVES AT ALL LINEN CLOSETS(LION) 4 12-15-22 Town Submission 3 12-07-22 Design Development 2 11-11-22 Design Development 1 1 10-17-22 Field Measure No. Date Remark SECOND FLOOR PLAN REVISIONS DEMOLITION NOTES SCALE: 1/4" = 1'-0" Title: 1. CONTRACTOR TO REMOVE ALL WALLS, CEILINGS AND FLOORS OR PORTIONS OF, LEGEND SECOND FLOOR AS SHOWN ON PLANS. CONTRACTOR TO PROVIDE TEMPORARY BRACING AND/OR SHORING AS REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND PROTECT SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY BRACING DENOTES POST ABOVE PLAN AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE NEW STRUCTURE HAS BEEN COMPLETED. DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) ® NEW (3) 2"X4" POST U.Q.N. & NOTES 2. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED BY NEW HEADER SCHEDULE OR TO REMEDY EXISTING DEFECTS IN SAME. ALL INTERIOR WALLS ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN ALTERATION, 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 0 N. 1. PROVIDE 2 JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & WINDOW AND CEILING TO BE PRIMED AND PAINTED SO AS TO ACHIEVE A UNIFORM ( ' ' ) ( ) D b RM Checked b FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W 5 8 GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN y: MAA FINISH IN KEEPING WITH THE QUALITY OF THE OVERALL RENOVATION. / / �� Drawn FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED WITH SDL STUD FILL W1 ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS Date: 11 25/20 Scale: As Noted 3. ALL EXISTING WOOD FLOORING TO BE REPLACED AS PER OWNER. 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. 7o No.: 20002 4. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM, AS REQUIRED. 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 6. CONTRACTOR TO CAP ALL EXISTING PLUMBING LINES AS REQUIRED FOR CORNERS. ORDERING. VENTILATION AREA. �_� EXISTING WALL TO REMAIN DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND THE BASEMENT LEVEL. 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. SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY 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 & CEI4-INGS AT ALL �-_---_-__--_J, EXISTING WALL/FIXTURE TO BE REMOVED HEATING AND PLUMBING SYSTEM. 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" 7. CONTRACTOR TO MODIFY AND UPGRADE ELECTRICAL PANEL, AS REQUIRED. ALL 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 ELECTRICAL LINES TO BE CAPPED IN WALLS TO BE REMOVED. CONTRACTOR TO 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" PROVIDE NEW OUTLETS, SWITCHES AND FIXTURES AS PER ELECTRICAL PLANS. 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 2"X6" STUDS AT ALL PLUMBING WALLS AND REPLACE EXISTING FIXTURES AS PER OWNER. 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 8. CONTRACTOR TO CAP ALL EXISTING MECHANICAL LINES AS REQUIRED FOR �� " 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS A� 2 6. ALL DOOR SIZES TO BE FIELD / DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND PLYWOOD ONE SIDE 8D NAILS 6" O/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 SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY VERIFIED WITH GENERAL STEEL DETAILS CONTRACTOR. AND 12" O/C FIELD 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE USE (3) 2"X4" POST FOR OPENINGS > 6'-0" - ON CONCRETE FOOTING NEW HVAC SYSTEM.