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HomeMy WebLinkAbout45739-Z �o�OSUF��I py Town of Southold 5/4/2022 P.O.Box 1179 0 corn 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43039 Date: 5/4/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 935 Old Shipyard Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.-5-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2021 pursuant to which Building Permit No. 45739 dated 1/27/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition and alterations to an existing single family dwelling as applied for. The certificate is issued to Crenshaw,Dorothy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45739 9/2/2021 04 PLUMBERS CERTIFICATION DATED 9/28/2021 a^tecavag�) th0 ' d ignature .�� FFOt/(coGy TOWN OF SOUTHOLD O BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY 0 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#: 45739 Dater .1/27/2021 Permission is hereby granted to Crenshaw, Dorothy 252 7th Ave 5X New York, NY 10001 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 935 Old Shipyard Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-5-21 Pursuant to application dated 1/11/2021 and approved by the Building Inspector. To expire on 7/29/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $428.80 CO- ON TO DWELLING $50.00 T tal: $478.80 -Building Inspector 1 ®��OF SOV��®l Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCc�town.southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD. CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dorothy Crenshaw Address: 935 Old Shipyard Ln city:Southold st: NY zip: 11971 Building Permit* 45739 Section: 64 Block: 5 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Altype Electrical Service License No: 3556ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 1 Transformer 2 UC Lights 24' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches Q 4'LED Exit Fixtures Pump Other Equipment: (4) Pucks, Gas Oven, DW, Micro, Hood, Fridge, Mini Fridge, 20OW Tranny, 60W Tranny Notes: Kitchen Addition and New HH's in Vaulted Ceiling / Inspector Signature: t Date: September 2, 2021 S.Devlin-Cert Electrical Compliance Form pF SQ�T yolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 TV �� r C0UN -, ZI BUILDING DEPARTMENT ?o10iLp,i� t2 7o?Z TOWN OF SOUTHOLDQQL� $ CERTIFICATION Date: Building Permit No. S 7 3 Owner: _IXemo y CP-'�;;6mNN,,> (Please print) Plumber:_�cp e C.,e7 v,.g_, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature). Sworn to before me this 5,�e zz day of 20 .L v�- Notary Public, County CHRIStE HAUCICK -". Notary Public,State of New Yoik Flo.4831950,Suffolk County Comrroission Expires May 31,2®.,10 OF SOUTyo/- _ ---- -- - - --- h `o # * TOWN OF SOUTHOLD BUILDING DEPT. o`�courm e�' 765-1802 INSPECTION [ F DATION 1ST [ ] ROUGH PLBG. [ O.UNDATION 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 REMA S: V�A5 0vx oyt �o 1A k4 tcA, nv� h l DATE INSPECTOR f���4 4box OF SOUlyO # TOWN OF,SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] -FOUNDATION 1ST [ ] ROUGH PLBG. ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o�v DATE 3 yU INSPECTOR laf so 5-7 301 * # TOWN OF SOUTHOLD BUILDING DEPT. 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 REMARKS: DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC - 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 CC/ /O REMARKS: GMS h C40046,14 o DATE L I INSPECTOR Li 5 TOWN OF SOUTHOLD BUILDING DEPT. °`yrnoFm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE"& CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 2 2 INSPECTOR �` • p ,V J � • i � + ;�'�. _ / •'ii\iia` �. Y+i�.. 4n. ��- _• r .. .,.t �, r=:._. a + 4 �1`+. ��� .. i ,� } 4*<°--� �� t� �� - �,, ,� ���.,_. ,, �' ^'_ / M�, , , �� ,.. -�,: -. •, � >� x:� r %A '� � � �� �. �+ d- � � .. ,� �.. ,.� r��, q t:� - ' ' ..j • `4 ,.. r ._,Y,' l��iP+�\�_— � pp � F � ±�6 l } sem. 4S j�:. �,7 y 5 r . - . r � t ,.., ... ___ R: �..rz : � ���„ .., ,,,�' ,1 a s _ x A � � u ��� Gil I�.l►�G yfullw F; 1 i �,4 f^ c; ..--� �»�, arm. :,• _ t �A n ZZZ� �i� s COMMENTS FIELD INSPECTION REPORT 'DATE FOUNDATION(1ST) ak�c, k0l IV -------------- FOUNDATION(2ND). uv�nr- �J �A ROUGH FRAMING;& PLUMBING \y. fry . . " INSULATION.PER N.Y. y STATE ENERGY CODE .FINAL .001 . x 46 ADDITIONAL CO NT . S cx 1 y O z DocuSign Envelope ID:A13B8280-D751-416D-8EA5-1A6ABC5096C4 r Sl1FFOlk TOWN OF SOUTHOLD—BUILDING DEPARTMENT o Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 htips://www.southoldto3nny.jzov Date Received APPLICATION FOR BUILDING PERMIT For office Use Only4v Ip \ PERMIT N0. q Building lnspecto . S2 '` JAN 2021 Applications and'forms'rnust be°filled out in theirtentirety Incomplete. ,' . ;applications will;not be accepted. Where the Apphcant.is not the owner,an Own_er`s Authorization;form(Page 2)"shall be completed '. Date: 01/11/2021 OWNERS)OF.PROPERTY Name: ScTM#1000- . . Dorothy/Larry-Crenshaw„ _ _. ., �/- S.— Project Address: 935 Old-Shipyard Lane Southold,.NY 11971 Phone#: g17-881-9623 Email:dorothy@crenshawcomm.com Mailing Address: 935 Old Shipyard Lane Southold, NY 11971 CONTACI',PERSON s Name: Eric Schaefer Mailing Address: 3 Bayberry_Lane Smithtown,:NY, 11787 Phone#: 631-495-5039 Email:ericschaefer23 a@yahoo.com ..DESIGN PROFESSIONAL, NFORMATION xr Name: Victor Cuneo Architect PC Mailing Address: 154 Laurel Road East Northport, NY 11731 Phone#:631-261-2744 Email:victorcuneoarchitect@gmail.com COi11TRACTOIIJNFORMATION .. Name: EW Schaefer Contracting,_ Inc. Mailing Address: 3 Bayberry Lane Smithtown, NY 11787 Phone#: 631-495-5039 Email: ericschaefer23@yahaoo.com DESCRIPTION,OF PROPOSED,CONSTRUCTION El New Structure ®Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes []No 1 DocuSign Envelope ID:A13B8280-D751-416D-8EA5-1A6ABC5096C4 .. PROPERTY INFORM T 61 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 this property? ❑Yes ®No IF YES,PROVIDE A COPY. IN Check Rox After Reo ading:.4The wner/contractor/design professional is responsible for all drainage and storm water issues as Aroyl by Chapter Z36 of the Town[ode'= PPUCATIMIS HEREBY IVIADE.to tFie Building Department for the issuani:6.6f a Building PermiC pursuantao the Bu tdmg Zorie ordinance of the Town of Southold;5uffolk,County New York and other applicable Laws,Ordinances or Regulations,for the constrii ti n_of,buildings, additions;alteratiors or for removal or,'demolition as herein described The appUcant a"grees to comply with`all applicable laws,ordinances,budding code `;housing cod'e'an'& ietions and to admit authorized inspeeiors.on oremises.end inbuilding(s)for necessary inspections False-statements madee hereur are,,.--" punishable as a, A misdemeanor pursuant to;Sectiori210.45rof the New York State:Penal Law. Application Submitted By(print me): Eric Schaefer igAuthorlzeO Agent ❑Owner Signature of Applicant: Date: 1 STATE OF NEW YORK) COUNTY 0 F EL&& ) Eric Schaefer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (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 y l day of� ,2021frIjIlLN z Votary Publiso,taryFublic,StateofNew`.',ork No.01 VE6295387,Suffolk County Commission Expires March 6,2621 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Dorothy Crenshaw residing at 935 Old Shipyard Lane Southold, I, NY 11971 do hereby authorize Eric Schaefer to apply on my behalf to the Town of Southold Building Department for approval as described herein. DoeuSigned by: 1/10/2021 �bV'b� �YtIn,SIA.aW OwneVlSleffffure Date Dorothy Crenshaw Print Owner's Name 2 - � f o�q�FFOt�coG BUI' DI G DEPARTMENT- Electrical fnspector yam► TOWN OF SOUTHOLD MAR i 5. 2021 C*: '` Town Hall Annex- 54375 Main Road - PO Box 1179 N oy Southold, New York 11971-0959 ' Telephone (631) 765-1802 - FAX (631) 7659502 rogerr southoldtownny.goy -.seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL. INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Dater Company Name:_ Name: Aq License No.: Phone No: 516 0request an email copy of Certificate of Compliance ' Address.: 9 ,tJl, I . JOB SITE INFORMATION (All Information Required) Name: t � � 7 Address: ( ;tSELEZAV Cross Street: Phone No.: B1dg.Permit#: 3 .. - email:� C gps c rut N( Tax Map District: 1000 Section: .�; Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly), Check All That Apply: Is job read for ins ection?; e t y p 1[�'YES []NO [Rough Ir` OFinal Do you need a.Temp.Certificate?: ( YES Issued On Temp information: .,(AII information required)` . Service Size ❑ ❑ Ph 1 3 Ph Size: A #Meters Old Meter# ., Q New Service ❑ Service Reconnect ❑Underground.a Overhead # Underground.Laterals -01 2 []H Frame Opole Work done on.Service? ❑Y [:].N Additional Information: PAYMENT DUE WITH APPLICATION go Electrical Inspection Form 2020.x1sx PERMIT# Address: Switches Outlets WA ` t GFI's �I Surface Sconces H H's UA Fans Fridge HW Exhaust Oven [� � W/D Smokes DW . Mini . . 1 -� Ma Carbon :.. :.. Generator Combo Cooktop Transfer" . %AC AH.. Hood.. / . Service Amps. Have Used Special:` �` W Comments 5 f W NYSIF New York State insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS'COMPENSATION INSURANCE ^"^^"^ 113200312 E W SCHAEFER CONTRACTING INC Am 3 BAYBERRY LANE SMITHTOWN NY 11787 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER E W SCHAEFER CONTRACTING INC TOWN OF SOUTHOLD 3 BAYBERRY LANE 54375 MAIN ROAD SMITHTOWN NY 11787 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11107353-3 926368 02/18/2020 TO 02/18/2021 12/21/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1107 353-3, 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.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. ERIC SCHAEFER,PRES. E W SCHAEFER CONTRACTING,INC. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:541145784 Workers' CERTIFICATE OF INSURANCE COVERAGE mpensatlon Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name 8 Address of Insured(use street address only) 1 b.Business Telephone Number of Insured EW SCHAEFER CONTRACTING INC 631-495-5039 3 BAYBERRY LANE SMITHTOWN,NY 11787 1c.Federal Employer Identification Number of Insured Work Location of Insured(only required i►coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 113200312 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) TOWN OF SOUTHOLD ShelterPoint Life Insurance Company 54375 MAIN ROAD 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD, NY 11971 DBL406410 3c.Policy effective period 04/23/2020 to 04/22/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: . Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/21/2020gy �iG(„�lt�lt4 hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT; If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 48,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'compensation Board Employee) Telephone Number Name and Title _ Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. Dia-120.1 (10-17) pl�II�DB-120.1 (10-17) �,� REScheck Software Version 4.6.5 Compliance Certificate Project 935 OLD SHIPYARD ROAD Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SOUTHOLD, NY VICTOR CUNEO VICTOR CUNEO ARCHITECT 154 LAUREL ROAD EAST NORTHPORT, NY ` � ,0 r « i ,e o • °`�'; W,� �,aM� @ g�, �i a a x �s �.a,£.,F'� � � � � d .�,. """tt3,� � �3�-��'br�1 fry.,-. R':�a �'�V 4x= h n �'n 6 ' +"� >&. � kR.•- ,41e' oya .Yk� Ray }` .. Compliance: 4.0%Better Than Code Maximum UA: 50 Your UA: 48 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or 111-Value R-Value U-Factor UA Perimeter Ceiling 1: Cathedral Ceiling 160 38.0 0.0 0.027 4 Wall 1: Wood Frame, 16" D.C. 254 15.0 0.0 0.077 14 Window 1:Wood Frame:Double Pane with Low-E 36 0.300 11 SHGC: 0.19 Door 1: Glass 40 0.300 12 SHGC: 0.19 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 160 22.0 0.0 0.042 7 Compliance Statement: The proposed building design described here is consistenFe h the building plans,specifications, and other calculations submitted with the permit application.The proposed building has bsigned to meet the 2015 IECC requirements in RESchecJJ Version 4.6.5 and o comply with the mandatory requirem s I ted ' REScheck Inspection Checklist. J (� Na e-Title Signat r D ,e Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 1 of 9 r , REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 F�eid Verifies Pre InsPect�on/Plan ReviewGomplies� Comments/Assumtions ` &Eteq ID. Value. Value - 103.1, ;Construction drawings and g `' ' "E❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. E " j 103.1, ;Construction drawings and $ ❑Complies Requirement will be met. 103.2, documentation demonstrate [ ❑Does Not 403.7 energy code compliance for i [PR3]1 lighting and mechanical systems , , �' S❑Not Observable ;Systems serving multiple T ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. � - 3011, Heating and cooling equipment is: Heating: Heating: ,❑Complies Requirement will be met. 403.7_ sized per ACCA Manual S based 4 Btu/hr Btu/hr R❑Does Not [PR2]? on loads calculated per ACCA 4 g'Coolin Cooling: E❑Not Observable Manual J or other methods i Btu/hr Btu/hr ;approved by the code official. ,❑Not Applicable ? 1 f 4 Additional Comments/Assumptions: 11 High Impact (Tier 1) °°2' Medium Impact (Tier 2) 1, Low Impact(Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 2 of 9 Section EoundSitton' Inspection Corriplies� Comments/Assumptions ,&yReq. D _ 303 21 A protective covering is installed to ;❑Complies (Exception: Requirement is not applicable. [F0113,, .,protect exposed exterior insulation ;❑Does Not j and extends a minimum of 6 in. below 'grade. ;❑Not Observable; 1❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. tFO12,)?,-',:`A installed. ❑Does Not ❑Not Observable :j ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)--=Medium Impact (Tier 2) 3° Low Impact(Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 3 of 9 Section:,]° . a Plans Verified Field Verifled ` Framing,/Rough In Inspection ::Complies? Comments/Assumptions , & Req.ID- Value Value 402.1.1, ;Glazing U-factor(area-weighted i U- U- 'F-]Complies :see the Envelope Assemblies 402.3.1, average). ❑Does Not 'table for values. 402.3.3, 402.5 i❑Not Observable [FR2]1 ( ;❑Not Applicable f f i 303.1.3 :U-factors of fenestration products; ;` ❑Complies Requirement will be met. [FR4]1 Fare determined in accordance ❑Does Not with the NFRC test procedure or ] j❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier `❑Complies Requirement will be met. [FR23]1 'installed per manufacturer's '- ❑Does Not instructions. ' '❑Not Observable 6 : ❑NotApp]icable 402.4.3 !Fenestration that is not site built ,i'' _1❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting I 3❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 :or has infiltration rates per NFRC [ ' ❑Not Observable :400 that do not exceed code F - ❑Not Applicable limits. a 402.4.5 'IC-rated recessed lighting fixtured t❑Complies ;Requirement will be met. [FR16]2' :sealed at housing/interior finish I }❑Does Not and labeled to indicate s2.0 cfm r °;leakage at 75 Pa. ❑Not Observable j ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Exception: Ducts located [FR12]1 drisulated >= R-8 where duct is ❑Does Not :completely inside the >= 3 inches in diameter and >= :building envelope. R-6 where < 3 inches. Supply and ❑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. s 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3• >,iducts or plenums. ! ❑Does Not ❑Not Observable °.a ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies Exception: Requirement is [FR17]?�- .i above 105 4F or chilled fluids ❑Does Not not applicable. I below 55 °F are insulated to >_R- ;❑Not Observable 3. ❑Not Applicable 403.4.1 'Protection of insulation on HVAC ` E❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not .f IQ Not Observable T❑Not Applicable ._,. . , 403.5;3 "Hot water pipes are insulated to f R- R- ❑Complies :Requirement will be met. [FR18]2 >_11-3. ;❑Does Not ' ;❑Not Observable ❑Not Applicable 403 6] Automatic or gravity dampers are �j❑Complies ;Requirement will be met. [FR19,]2 =installed on all outdoor air ; y :;❑Does Not =intakes and exhausts. ❑Not Observable {❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 4 of 9 J, High Impact (Tier 1) 7T Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 5 of 9 Section 01ans"VerifIed ' Field Ver le"d #, InSulat�on inspection Va Complies?z Oomments/Assu`mt�ons; &i 6teq.ID lue 1/alue" 303.1 ;All installed insulation is labeled '❑Complies Requirement will be met. [IN13], or the installed R-values ;❑Does Not provided. [ l❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ❑Does Not table for values, [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable E I E F 303.2, :Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and A❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor []Not Observable 'framing cavity insulation is in € = ,s❑Not Applicable contact with the top side of " t U 'sheathing, or continuous d ;insulation is installed on the i ::underside of floor framing and extends from the bottom to the ,F top of all perimeter floor framing members. 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 1A of the z❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass E] Mass ,❑Not Observable [IN3]1 exterior,the exterior insulation ; } ;requirement applies (FR10). ,❑ Steel E] Steel ❑Not Applicable E F E E 303.2 Wall insulation is installed per _10Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable I AINot Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2° Medium Impact (Tier 2) 1-,3'1 Low Impact (Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 6 of 9 Section E z puns Veraf�ed Fieltl Uerifietl # Final Inspection Prov�seons Complies Comments/Assumptions ;Value Ualne 402.1.1, Ceiling insulation R-value. R- -_ R- ❑Complies :See the Envelope Assemblies 402.2.L1 ❑ Wood ❑ Wood _ ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 f❑Not Applicable [FI1] f ; S i 1 4 303.1.1.1, ;Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 'Blown insulation marked every ❑Not Observable 1300 ft2 ❑Not Applicable x 402 2 3 Vented attics with air permeable { ❑Complies ;Exception: Requirement is (F12zJ? 3 insulation include baffle adjacent i ❑Does Not not applicable. to soffit and eave vents that z j❑Not Ob .,extends over insulation. g servable , ❑Not Applicable >. 402.2.4 ;Attic access hatch and door R- R- :❑Complies ;Requirement will be met. [F13]1 ;insulation >_R-value of the ;❑Does Not adjacent assembly. `❑Not Observable , o ❑Not Applicable 402.4.1.2 `Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable _ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 :❑Complies :Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ; ftz ft2 ;❑Does Not not applicable. <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in : ❑Not Observable tests, verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.3 :Ducts are pressure tested to mm; cfm/100 cfm/100 ;❑Complies ;,Exception: Requirement is [FI27]1 determine air leakage with ft2 ft2 ❑Does Not not applicable. ;either: Rough-in test:Total ;leakage measured with a :❑Not Observable f pressure differential of 0.1 inch f ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of F ,test. Postconstruction test:Total ;leakage measured with a :pressure differential of 0.1 inch E ;w.g. across the entire system 'including the manufacturer's air : _ :handler enclosure. 403.3.2.1 ',Air handler leakage designated ❑Complies ;Exception: Requirement is Ng [17I24]1 :by manufacturer at <=2% of L ❑Does Not ;not applicable. design air flow. I � L] Not Observable - ''❑Not Applicable 403 11 Programmable thermostats q ❑Complies ;Exception: Requirement is installed for control of primary r s )❑Does Not !not applicable. heating and cooling systems and . initially set by manufacturer to ❑Not Observable ,,4 code specifications. ❑Not Applicable 403 1`,2 ;Heatum thermostat installed � � ` p pF int❑Complies ,Exception: Requirement is (FI10] on heat pumps. 4, ❑Does Not not applicable. �,❑Not Observable ❑Not Applicable 403 5 1 Circulatingservice hot water a V ❑Complies ,Exception: Requirement is [F111]? systems have automatic or ) ❑Does Not !not applicable. accessible manual controls. ( ❑Not Observable ,Z ❑NotApplicable ; 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 7 of 9 S'ect►on plans Verified 4e ;Finefll,,Inspection Prov►sidris �Compl►es� Coenments(,4ssumpt►ons & Req:ID Value Ualue 403.6`1 IAl mechanical ventilation system# ❑Complies ;Exception: Requirement is (F1251i fans not part of tested and listed ❑Does Not ;not applicable. HVAC equipment meet efficacy 3 and air flow limits. ) ❑Not Observable j x ❑Not Applicable 403:2 Hot water boilers supplying heatg❑Complies :Exception: Requirement is [F126]? £through one-or two-pipe heating _ ," ❑Does Not :not applicable. ?systems have outdoor setback I ❑Not Observable control to lower boiler water �a 'temperature based on outdoor k ❑Not Applicable f ;temperature. 403,:5,.1 1 'Heated water circulation systems k ❑Complies ;Exception: Requirement is [FI28]? F have a circulation pump.The a 3❑Does Not not applicable. ?system return pipe is a dedicated 'return pipe or a cold water supply" Observable pipe. Gravity and thermos- F Not Applicable �❑ A I' syphon circulation systems arek E �' I not present. Controls for x circulating hot water system ( ' pumps start the pump with signal I �� €for hot water demand within the ( °; occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5:1 2 Electric heat trace systems ❑Complies Exception: Requirement is [FI291? comply with IEEE 515.1 or UL ; �❑Does Not not applicable. :515. Controls automatically f ❑Not Observable `adjust the energy input to the heat tracing to maintain the i ❑Not Applicable ;desired water temperature in the piping. 403 52 s Water distribution systems that € "' ❑Complies Exception: Requirement is [FI30]? have recirculation pumps that I ❑Does Not not applicable. „pump water from a heated water v ;supply pipe back to the heated Y )❑Not Observable =water source through a cold - '❑Not Applicable water supply pipe have a demand recirculation water s system. Pumps have controls `that manage operation of the x ;pump and limit the temperature + of the water entering the cold I ,water piping to 104°F. Itis j 403.5;4 'Drain water heat recovery units IoComplles ;Exception: Requirement is [FI31]2.,,,-.,'jtested in accordance with CSA R ❑Does Not ;not applicable. `B55.1. Potable water-side f r .❑Not Observable pressure loss of drain water heat ;recovery units < 3 psi for ❑Not Applicable ; individual units connected to one r ] ; {or two showers. Potable water- s ater- 9f I ;side pressure loss of drain water heat recovery units < 2 psi for .individual units connected to ithree or more showers. I � �_�;. , �• 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [FI6]1 ,fixtures or 75% of permanent 40Does Not fixtures have high efficacy lamps ❑Not Observable Does not apply to low-voltage alighting. Not Applicable 404:1:1 'Fuel gas lighting systems have ( '❑Complies ;Exception: Requirement is [FM]3 no continuous pilot light. ❑Does Not ;not applicable. ° I `❑Not Observable I ❑Not Applicable 1 High Impact (Tier 1) 12• Medium Impact (Tier 2) 3:• Low Impact (Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 8 of 9 I:R, eq. ection w Plans Verified �F�eld Verified ' #; Final leispection Provisions', �. Complies Comments/Assumptiosis ID Valuer Va'I 4013,; ;Compliance certificate posted. [ x ❑Complies ,Requirement will be met. �[F17]z� ❑Does Not *r ❑Not Observable u❑Not Applicable 303.3 iManufacturer manuals for ,- ❑Complies ;Requirement will be met. [F[18]3 =mechanical and water heating ❑Does Not ysystems have been provided. j 'ONot Observable El Not Applicable Additional Comments/Assumptions: 1High Impact (Tier 1) `2., Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 935 OLD SHIPYARD ROAD Report date: 03/24/20 Data filename: D:\Current Projects\CRENSHAW SCHAEFER\ENERGY.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.30 0.19 Door 0,30 0.19 Heating System: Cooling System: Water Heater: Name: Date: Z-4 Comments 5 2-10 26' 20" E ------------7----- --------- ---I ------- • i i ►n ! i U) Ni iN cyi icy . ' 1 i 1 i 1 j 1 i - i i I i i � i • • i i i i • i • i . 1 PROP05ED ONE ! I STORY ADDITION I i EXISTING I DECK `r i I � I 10'-O" i j I I I I i EXISTING ONE STORY I I FRAME DNELLING I I I I I ! I I I • j I i I j 1 I I I I i LOT COVERAGE: LOT AREA 16,6695F = I ! 3 EX15T'G HOUSE 1,7714 5F j =¢v I = EXI5V& DECK 415 5F Q I i6 I O I j - TOTAL EX5T'5 2,129 8P I I U) ADDITION 160 5F. Oi iO ° i I TOTAL 2,289 5F 1 I ALLOWED COVERAGE 20 % =5555.8 5F Z 1 I EXI5TINCG COVEREAGE 12.8 % = 2129 5F I 1 PROP05ED 15.7 % = 2289 5F L------------------------------------------------------------- N — -------------N 25° 55' 00" W 75.00' OLD SHIPYARD ROAD SITE PLAN - !" 20;_0�� •spm"'`` SITE INFO FROM SURVEY BY RODERIGK VAN TUYL PG DATED 02/22/ Ic"5 -���®il;_ � Project Name and Address .VICTOR CUNEO ARCHITECT P.C. `c��y� 935 OLD SHIPYARD RD. 154 LAUREL ROAD EAST NORTHPORT,NY 11731 SOUHTOLD,NY (631)261-2744 Y GENERAL NOTES : ENERGY NOTE5: I.) THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT, OWNER AND THEIR AGENTS AND I.) ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IEGG. EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAOE5 , LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES 2.) A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER ON THE WALL IN THE SPACE WHERE THE ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT AND SUCH CLAIM, FURNACE 15 LOCATED. CERTIFICATE SHALL COMPLY WITH IRO N1101.4. s'� DIAMETER GENERAL NOTES: '��' DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 5.) ATTIC, OR CRAWL SPACE ACCESS SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF INCLUDING THE L055 OR USE THE INSULATION ON THE SURROUNDING SURFACES. 1. All work shall conform to national, 4.) INSTALLATION- THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE state,and local codes. RESULTING THERE FROM) (B) 15 CAUSED IN WHOLE OR PART BY ANY NEOLIOENT AOT OF OMISSION OF THE 2. All unnoted or non-visible easements CONTRACTOR, ANY 5UBGONTRAOTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR WITH THE CRITERIA LISTED IN TABLE 402.411 WHERE REQUIRED BY CODE OFFICIAL, AN APPRO`✓ED THIRD PARTY ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IS CAUSED IN PART SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. ' ✓r~ are the responsibility of the owner/ BY A PARTY INDEMNIFIED HEREUNDER. 5.) TESTING - BUILDING OR DWELLING AND SHALL BE TESTED AND VERIFIED HAVING LE55 THAN OR EQUAL TO REFLECTIVE WHITE contractor. 2.)IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENTS AND RELATED WRITTEN ACH50 IN OZ 4A, 5, 6A TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. REFLECTIVE RED PANTONE X187 , 3. It is the contractors responsibility to SPECIFICATIONS ON THE SITE AT ALL TIMES. IT 15 AL50 THE CONTRACTORS RESPONSIBLY TO READ ALL NOTES, 6.) DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-5 @ 3" OR OREATER IN SPECIFICATIONS AND BE FAMILIARIZED WITH THE PLANS PRIOR TO BEOINNINO ANY WORK. DIAMETER AND R-6 @ DUCTS LE55 THAN 5" IN DIAMETER. familiarize himself with all aspects 5.) NO WORK SHALL START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. -7.) DUCT 5EALINO - DUCTS, AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. these documents prior to beginning a any work. ALL CONSTRUCTIONS SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 8.) DUCT TESTING - DUCTS SHALL BE PRE55URE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD 4. These drawings are the property of 4.) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF THE EXISTING SITE SHALL BE FIELD PARTY. VERIFIED BY THE GENERAL CONTRACTOR. �I.) BUILDING CAVITIES SHALL BE NOT BE USED AS DUCTS OR PLENUMS. Victor Cuneo Architect PC. Victor Cuneo Architect PC retains all common law 5.) ALL WORK SHALL CONFORM TO NATIONAL, STATE AND LOCAL CODES AND ALL AUTHORITIES HAVING 10.) MEGH. SYSTEM PIPINO INSULATION CARRYING FLUIDS > 150 ° F OR < 55° F SHALL BE INSULATED WITH R-3 JURISDICTION. statutory and other reserved rights, MINIMUM.. 6.) ALL NOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 11.) MEGH. VENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRC / IMG. including the Copyright therein. Victor 7.) ANY OM15510N5 OR DISCREPANCIES OF THE PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE 12.) EQUIPMENT SIZING - PER ALGA MANUAL 5 BASED ON LOADS CALCULATED PER ALGA MANUAL J AS PROVIDEDI 1k j Cuneo Architect PC bears no ARCHITECT BEFORE BEGINNING WITH THE WORK. BY A THIRD PARTY HERS RATER.. responsibility for their unauthorized use. 8.) NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE 15.) LIOHTINO - A MINIMUM OF 75 % OF PERMANENTLY INSTALLED FIXTURES MUST BE HAVE HIGH EFFICIENCY LAMPS. 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be ARCHITECT. 14.) ALL HVAC , PLUMBING 4 ELECTRICAL SYSTEMS SHALL MEET THE IRO CHAPTER II ENERGY EFFICIENCY, IMG, IEGG. g �1.) CONTRACTOR SHALL_ VERIFY DIMEN51ONS OF THE FOUNDATION WITH THE FLOOR PLANS BEFORE STARING IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, ! .` responsible for construction means, FRAMING. DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS ( NEN, methods,techniques, sequences, or 10.) DRYWELLS TO BE INSTALLED AS REQUIRED BY THE STATE AND LOCAL CODES. EXI57IN5, OR UPGRADED ) STAMPED BY A PROFESSIONAL ENGINEER OR ARCHITECT IF REQUIRED BY THE OWNER procedures,or safety precautions and 1I.) DO NOT SCALE DRAWIN05, WRITTEN DIMENSIONS TAKE PRECEDENCE:. OR BUILDING OFFICIAL. „ ; ; H programs in connection with the work, for 12.) BUILDERS ARE RESPONSIBLE FOR ALL INSPECTIONS , APPROVALS, CERTIFICATES, CERTIFICATE OF 15.) ADDITIONS , ALTERATIONS, OR RENOVATIONS SHALL COMPLY WITH IEGG 2015. UNALTERED PORTIONS OF THE "o. the acts or omissions of the contractor, OCCUPANCY FOR COMPLETION AND U.L APPROVALS. EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. 15.) THE CONTRACTOR SHALL OBTAIN ALL INSPECTIONS NECESSARY FOR S CERTIFICATE OF OCCUPANCY. 16.) MINIMUM ONE PROORAMMABLE any of the work,,THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATINO AND COOLING 1/2" subcontractors any persons performing 14.) THIS SET OF PLANS 15 THE PROPERTY OF VICTOR GUNEO AGHITEGT P.O.. SYSTEM IN ACCORDANCE WITH SECTION N1105 CONTROL SYSTEMS. or the failure of any of RSTROKE 15.) THE CONTRACTOR SHALL KEEP THE PREMISES REASONABLY GLEAN AT ALL TIMES. AT THE 00,iFLETION OF 1'1.) ALL EXTERIOR WALL / FLOOR / CEILING JOIST SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH The construction type them to ca out the work in accordance WORK , THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ECT., GLEAN (5_A55 AND TABLE 8402.4.1.1 APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO designation shall be with the contract documents. LEAVE WORK FLOOR GLEAN. INSTALLING GYPSUM WALL BOARD. "1", "II", "111", iOIV"or'N" 1(b.) THE CONTRACTOR SHALL CARRY WORKMAN5 COMPENSATION AND GENERAL LIABILITY IN5URAICE. ALL SHALL CARPENTRY: to indicate the construction classification of the COMPLY WITH STATE AND LOCALS CODES AND ORDINANCES. ; 1.) ALL LUMBER SHALL BE DOUO FIR LARCH #2 OR BETTER UNLESS OTHERWISE NOTED. 1-7.) THE CONTRACTOR SHALL FULLY GUARANTEE HIS WORK AND THE WORK OF SUBCONTRACTORS f,.2R A PERIOD 2.) ALL LUMBER OVER CRAWL SPACES SHALL BE A MIN. OF 18" ABOVE THE SCRATCH GOAT. structure under DESIGNATION FOL: STRUCTURAL OF AT LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT. section 602 of the BCNYS 18.) ALL MATERIALS , ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM WORK. 3•) Min 6 DISTANCE FROM FINISHED GRADE TO TOP OF FOUNDATION WALL COMPONENTS THAT ARE OF BLOCK WORK, FRAMING, NAILING, PLACING OF CONCRETE, ECT., ARE TO BE CAREFULLY SUPERVISED BY THE 4.) FOUND. SILLS SHALL BE AGQ WITH COPPER COATED TERMITE SHIELD AND SILL SEAL. ALL WOOD IN CONTACT TRUSS TYPE CON.3TRUCTION CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINOS, SPECIFICATIONS. APPLCABLE CODES WITH MASONRY / CONCRETE SHALL BE ACC. AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERM'TTED WITHOUT 5.) DOUBLE FLR JOIST UNDER NON LOAD BEARING PARALLEL PARTITION WALLS. SEE PLANS LOAC BEARING WALL ® 16F99 FLOOR FRAMING, INCLUDING WRITTEN AUTHORIZATION OF THE ARCHITECT. WALL SUPPORTS. ■ GIRDERS/ND BEAMS Icl.) THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANIN05 NEEDED, UNLESS OTHERKSE SPECIFIED. 6.) ALL BEAMS, OIRDER5 ETG. TO HAVE MIN 5" BEARING. ® a atcR11 ROOF FR,,MING ALL DIMENSIONS AND CONDITIONS PERTAININO ARE TO BE FIELD VERIFIED. 20.) CONTRACTOR REMOVE AND RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH THE NEW NAILING SCH=DLLE '� 14 MW '���"�° ��FR°� FLOOR AND ROOF FRAMING CONSTRUCTION IN A WORKMAN LIKE MANNER. LC 21.) ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATION, UNLESS NOTE? OTHERWISE. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING STANDARDS aI AND CODES ROOF FRAMING SITE WORK: Rafter to top plate (toe nail) 4 -8d Common Per joist Ceiling joist to top plate 1.) FOUNDATION STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. ALL ZONING 5ETBACIG5 SHALL BE (toe nail) 4-8d Common Per joist ENGINEERED ra VERIFIED AND ADHEREE D TO. Ceiling joist to parallel Rafter(face nailed) 4- 16d Common Each lap PRE NGINEERED WOOD SIGN z° 2.) VERIFY ALL GIVEN DATA ON DRAWINOS. IF THERE 15 A DISCREPANCY , RECEIVE GLARIFICATIOP FROM THE Ceiling joist laps over partitions (face nailed) 4- 16d Common Each lap ARGHITEGT PRIOR TO PROCEEDING. Collar tie to Rafter (faced nailed) 3- 10d Common Each connection ATTACHE TO EXTERIOR OF ELECTRICAL BOX 5.) EXCAVATE AND BACK FILL FOR WORK INDICATED ON THE DRAWIN55. STOOK PILE TOPSOIL OB'AINED FROM STRIPPING THE BUILDING SITE. STOOK PILE ALL EXCAVATED MATERIAL. Blocking to rafter(toe nailed} 2-8d Each end 4.) NEW AND EX15TINO BACKFILL MATERIAL SHALL BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL Rim board to Rafter(end nailed) 2 - 16d Each end r SURPLUS MATERIALS THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE PROPERLY REMOVED FROM THEWALL FRAMING Z 0 SITE TO A LICENSED DISPOSAL AREA.. Top to Top plate (face nailed) 2 - 16d per foot > FOUNDATION / CONCRETE / MASONRY: Top plates at intersections (face nailed) 4 -16d perjointleach side I.) CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT APPLIES TO THE NEW WORK BEING Stud to Stud (face nailed) 2-16d 24" o.c. PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THE T4E Header to Header (face nailed) 16d 16" o.c. along 6dges CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. Top or Bottom Plate to Stud (end nailed) 2- 16d per 2 x 4 stud 2.) ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. _ 3 -16d per 2 x 6 stud H 5.) 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON PER 50. FOOT. 4 -16d _ _ per 2 x 8 stud _ _ A 4.) FOOTINGS TO REST A MIN. OF 5'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. --- Bottom plate to Flr.jst, Bandjst, Endjst - or Blking(face nail) 2 - 16d per foot 5.) WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL IST TIER OF FRAMING 15 IN PLACE -1.) FOOTINGS TO BE POURED CONCRETE OF SIZES SHOWN ON THE DRAWINGS. FLOOR FRAMING - - _ z 6J 8.) ALL OPENINGS FOR BEAM POCKETS, UTILITfE:0, =TG..-TO B1= 1-1LLEn SOLID WITH CONCRETE. Q.) ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH FOUNDATION PLAN AND DETAILS. Joist to sill, top plate or girder(toe nailed) 4-8d per joist 10.) ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 5,000 P51. Bridging to joist(toe nailed) 2-8d each end Blocking to joist(toe nailed) 2 -8d each end License Seal 11.) EXTERIOR SLABS, GARAGE SLABS, AND STEPS SHALL BE 3,500 PSI. / 12.) CONCRETE SHALL BE AIR ENTRAINED TO 5% TO '15yo. Blcoking to sill or top plate (toe nailed) 3 - 16d each block I5.) CONCRETE SLABS 1-0 REST ON MIN. 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR;BARRIER Ledger strip to beam (face nailed) 3 - 16d each joist UNDER OCCUPIED SPADE. Joist on ledger to Beam toe nailed _3_-8d _ per joist 9 ( ) -- - p -�- - 14.) FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. _ _ _ Band joist to joist(end nailed) 3 - 16d per joist APPROVED AS NOTED R 1 CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMP. OF 40° F AND FALLING, UNLE55 a _ 15.) NO GONGR Band joist to sill or top plate (toe nailed) 2- 16d per foot /' ? � APPROVED BY THE ARCHITECT. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. �t,TE• �! B.P.# 16.) APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUNDATION WALL FROM FOOTING TO 2" ROOF SHEATHING L'Y: ., t'a F - ,�. ABOVE FINISHED GRADE. Structural panels Interior Zone 8d 6" Edge/ 12" Field hK;;;,7Y 6;J11_DCJG DEPARTMENT AT CCAPLY WITH ALL CODES O, 17.)NO ADDITIVE SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY THE ARCHITECT. Structural panels perimeter edge zone 8d 6" Edge/6" Field -55-1802 8 AM TO 4 PM FOR THE NEN YORE{ STATE & TOWN COD6 S '% 18.) PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. '-OI-LOWING INSPECTIONS: AS RLOUIRED ArONNS OF Irl.) UNLESS OTHERWISE NOTED ON THE PLANS ALL FOUNDATION FOOTINGS ARE TO BE A MINIMUM 10" DEEP CEILING SHEATHING PROJECTING 6" ON EACH SIDE OF THE FOUND. WALL. PROVIDE (2) #4 DEFORMED BARS CONTINUOUS .N THE Gypsum Wallboard 5d coolers 7" Edge! 10" Field I. FOU"JDATION - TWO REQUIRED ZBA . FOOTING. ALL 4" THICK: AND GREATER CONCRETE SLA55 TO HAVE 6 X 6 �o WELDED WIRE MESH. FOR POURED CONCRETE S 20.) BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (5) SQ. FT. WALL SHEATHING 2. ROUGH - FRAMING & PLUI,�BING SOTOWN Nu BOARD 21.) FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES AT MAX. 4'-O" O.G. TO DIRECT ANY O9NDENSATION Structural Panels 4' Edge zone 8d 6" Edge/ 12" Field 3. INSULATION g g 4. FINIAL - CONSTRUCTION MUST SOEES TO THE EXTERIOR. Structural panels Interior Zone 8d 6" Edge! 12" ield BE COMPLETE FOR C.O. J.` Gypsum wallboard 5d coolers 7" Edge! 10" Field ALL CONSTRUCTION SHALL MEET THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FLOOR SHEATI-ING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR - -. hinter Ice Barrier Flood Air Mean Structural Panels 1" or less 8d 6" Edge! 12" Field DESIGN OR CONSTRUCTION ERRORS. VICTOR CUNEO Seismic e g p• Ground WIND SPEED SUBJECT TO DAMAGE FROM Dsign Underlavment Hazard Freezin Tem Strctural panels greater than I" 10d 6" Edge/ 12" Field i, . ' Snow Seed Topographic Special grind Borne Design Frost Trap. Requirement Index - k a ARCHITECT P.C. Speed r Load MPH Effects Wind Debris zone Category Weathering Line Termite ''%.+.�l:.tJ,�e i C-�_�:',IFICATION t , ti L E4 D CONTENT BEFORE 154 LAUREL ROAD Region Depth ;��(<r c i.- Moderate Minimum Uniformly'Distributed Design Loads � ',;';=KATE OF OCCUPANCY ` i 4'°�' -r k r r 20 PSF 130 MPH YES NO YES B Severe 3'-0" to 1.5 Yes(Req'd) NO 1500< 45 °� � EAST NORTHPORT, NY 11731 (Based on Table 8301.5,) 1 MILE ''CLDER USED IN V111 TER Heavy ' Use Live Load Y."PL 1iSYSTEM CAIS!RIOT (631)261-2744 CODES: 1. Structure shall be designed and built according to the 2015 International Residential Code with the Neje York State 2017 Unifoin Code Supplement Uninhabitable attics w/o storage 10 PSF riCEED 2/10 OF 1% LEAD. 2. ICC 600-2014 Uninhabitable attics with limited storage 20 PSF ' '.',,' ' - 3. Drawings shall comply with 2015 International Residential Code with the New York State 2017 Uniform Code Supplement. Habitable attics and attics served with fixed stairs 30 PSF _ _. Project Name and Address 4. Drawings shall comply with 2015 Internaticnal Energy Conservation Code j ith the New York State 2016 Supplement to the NY Energy Conservation Construction Code. Balconies (exterior)and decks 40 PSF 5, The National Electrical Code. Fire Escapes 40 PSF 6. All local codes and Zoning ordinances. Guards and Handrails 200 PSF 935 7. To the best of my knowledge,belief and prcfessional judgment,these plans and specifications are in compliance with the 2015 LCC 2°d printing as adopted by NYS and the 2016 NYS Energy Guard in-fill components 50 PSF Code Supplement. Passenger vehicle garage 50 PSF n values of sand ravel and/or ravel at 2000 lbs.per square foot.Contactor to consult engineer if different soil materials are found �`'''- I J i O ^lC i Ll ���a OLD SHIPYARD �. 8. Foundation design based upon presumptiveloadbeari g y g g P q Rooms other than sleeping rooms 40 PSF upon excavation or test hole,for alternative footing and foundation design. I r i U r�= Sleeping Rooms y 30 PSF � CCH 9. Stairs 40 PSF SOUHTOLD, NY Allowable Deflection of Structural Members (Based on Table R301.7) 111 Structural Member Allowable Deflection ELKYRICAL rntspECrTON ZrQUrIZM Date: Scale Rafters slopes greater than 3/12 with 03 / 18/20 SEE PLANS finished clg. not attached to rafters L/ 180 Interior walls and partitions H/ 180 Sheet No. Floors L/360 Ceilings with brittle finishes (including stucco And plaster) LJ360 ' Ceilings with flexible finishes(including Gyp. Board) L/240 All other structural members L/240 Exterior walls-wind loads with plaster or stucco H/360 A 000 Ext.walls-wild loads other brittle finish W 240 Ext. walls-wind loads with flexible finishes H/ 120 Lintels supporting masonry veneer walls L/600 GENERAL NOTES: 1. All work shall conform to national, state, and local codes. 2. All unnoted or non-visible easements are the responsibility of the owner/ contractor. 3. It is the contractors responsibility to ® ® familiarize himself with all aspects of Existing Windows Existing Windows these documents prior to beginning any work. 4. These drawings are the property of rn 3 Victor Cuneo Architect PC. Victor Cuneo Architect PC retains all common law ® n / Mn ® I statutory and other reserved rights, tX w ® °)' including the Copyright therein. Victor Existing 91 Existincl_ Cuneo Architect PC bears no WindoExistinw Flr Jst. -0, _ II, Flr Jst. responsibility for their unauthorized use. 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be 4` responsible for construction means, rn 3 \ '/ / EXISTING CRAWL SPACE methods, techniques, sequences, or Existing Bedroom � �, procedures,or safety precautions and w LU I programs in connection with the work, for O ® the acts or omissions of the contractor, Existing Windows j subcontractors or any persons performing i any of the work, or the failure of any of ® - -—-—-—- -—- - Existing them to carry out the work in accordance Existing Windows Fir Jst. EXISTING 6 with the contract documents. (3) 2 X 8 _ BASEMENT 6 EXISTING CRAWL SPACE UNDERPIN EXIST I O E FOUNDATION Up 12R Enlarged J� ��-10 Ea. X Bathroom41 Ld — UP L05ET �Pr9 --------- --- X LLI 2 R. 2068 PANTRY _ \� --------- --- J (3) 2 X 8 Existin — — — — T Each ft Ridge — — Q X I I 3.5" Dia. stl. cool. on EXISTING CRAWL SPACE EXI5TIN0 BEDROOM �� - @ N I 24" x 24" x 12" Ftg. Raise clg. 2._ \� m) w/ (2) # 5 ea. Way 0 / (2) 2 X 12 (2) 2 X 12 \ Existing O x — ii I (2) 2 x 10 DN , 3) I I -7/8" tlU h Bathroom TW2652Z2R � Ir, © o © O 0 - - - - - - - - - - - - - - I 10 O O- - - - � - - - - -BUILT IN LUES BUIL IN SHELVES r___l I NEW BASEMENTCLOSET ISLAND _ _ _ _REMOVE EXI5TINO Xcombine closets r w (2) 2 x 5into one closet I © ( HATCH WAYS AND I I Z 12" o.G. I "' 2 x 6 r.r. I 2 6 r.r. I� Idl PATCH IN I Attach new foundation to IL I I mld o II'- 2 x 6 r- O 2 6 c j. >n� I I existing with #5 re bar ® w I I O O O 16" O.G. 6" O.G. —IN m 12 o.c. vertical. Q I m Inf�l� existing I � _ I I ? — wir}c ow O L — — — — J I I Existing deck structure KITCHEN N piers I and 2.0 ai 1 8 Concrete Pound. on I I p I' 1'-4" x '5" footing w/ (2) 01 O #5 Re continuous I I H O O Q I — — — — — — — — — — — — J I O EXISTING CRAWL SPACE z Sim son HDU S ' EXISTING DECKLU Hold down 5.W.s• (2) T W 3032 S W Simpson H1_)U5 Existin Bedroom Simpson HDU5 2 x 3 Awning 51 pson HDU5 2/A3.01 -(D 2/A3. I Hold down Hold downi H Id down 5 6'-118" License / Seal 13'-I I8" I 13'-I Ig" +- Align w/ existing walls O O O O Line of existing deck above t w Existing Windows WALL 5YMB0L5 WALL SYMBOLS ® �7 D EXISTING WALLS D EXISTING WALLS ® NEW WALL5 E—lzl�71 NEW WALLS C - = C REMO\/ED WALLS C -- REMOVED WALLS NOTE: \/erify existing floor height and adjust new foundation to match FLOOR PLAN FOUNDATION PLAN new floor hgt. with the existing floor h VICTOR CUNEO 1/4" = 1'-0" 5CH )UL- ANDERSEN 400 TRW SERIES LOW E4 GLAZING ARCHITECT P.C. 160 S NEW ADDITION OR.O. R.O. Unit Manufacturer Remarks Width Height Number U SHAG ottom of existing footing 154 LAUREL ROAD I 5'-3 I/4" 3'-4 -7/a" (2)TW2632 ANDERSEN .30 .la EGRESS 2 Dry pack non-shrinking grout EAST NORTHPORT, NY 11731 2 2'-8 1/8" 5'-4 -7/&" TW2652 (631) 1-2744 3 6'-0" 6'-8" FWO6065 4 EXISTING WINDOWS TO RE USE OO O O O Project Name and Address TABLE R30I.2.I.2: WINDBORNE DEBRIS PROTECTION FA5TENINO 4I_0II SCHEDULE FOR WOOD STRUCTURAL PANELS9 3 5 FASTENER SPACING FASTENER TYPE 4 FOOT 6 FOOT ottom of underpinning PANEL SPAN < PANEL SPAN < PANEL SPA LD SHIPYARD RD. i4 FOOT <_6 FOOT <_8 FOOT p w NO. 8 WOOD 5r-,,REN SOUHTOLD NY BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH 16 10 a UNDERPINNING ELEV. NOTE: Piave in order shown with a minimum clearance of 12 feet between simultaneous NO. 10 WOOD SCREW NTS Guts. BASED ANCHOR WITH 2 16 12 q INCH EMBEDMENT LENGTH Date: Scale Y4 INCH LAG SCREW BASED ANCHOR WITH 2 16 16 16 03 / 18/20 SEE PLANS INCH EMBEDMENT LENGTH Sheet No. i GENERAL NOTES: 1. All work shall conform to national, state,and local codes. 2. All unnoted or non-visible easements Match existing are the responsibility of the owner/ roof slope 12 contractor. +- 3. It is the contractors responsibility to familiarize himself with all aspects of these documents prior to beginning any work. 4. These drawings are the property of - Victor Cuneo Architect PC. Victor Cuneo Architect PC retains all common law statutory and other reserved rights, including the Copyright therein. Victor `r Cuneo Architect PC bears no responsibility for their unauthorized use. 5. Victor Cuneo Architect PC shall not control nor charge of and shall not be 7. FLR. responsible for construction means, - - -- - methods, techniques, sequences,or T.O. FLR. procedures, or safety precautions and programs in connection with the work, for the acts or omissions of the contractor, 1 subcontractors or any persons performing any of the work, or the failure of any of them to carry out the work in accordance with the contract documents. - - - - - - - - - - - - - - - -- _ S O U T H ELEVATION EAST ELEVATION Siding lines indicate the extent of added Siding lines indicate the extent of added construction but not the extent of work re wired 1/4" = 1'-0" construction but not the extent of work required 1/4" - 1'-0" to complete project to complete project H Q Typical all New Roofs Moisture Stop underlayment Roof Const z f om eaves edge to 2'-0" ZF.Gt Shing es Line of existin structure i side the exterior wallg line of the house d in the foreground6 o.c. NOTE: Align roof rafters with ed Gell Insul. - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 6" o.c.- - - - - - - studs. . d. 5 — Match existing roof slope 12 ,r ,., — Simpson H2A ate each — +-� - - roof rafter L — - Vinyl beaded, v r,ted soffit Q � -- Wall Const. Siding to match o z _ "Tyvek Hou5ewrap ' 1/2" Plywood Floor Const 2 x 4 studs 16" C.C. Line of existing deck in 3/4" Plywood Glue/Screw R-15 F.G. Batt Ins I. the foreground 2 x 8 F�. IBoattIcnsul. 1/2" Gyp. Bd. License / Seal I/2" Gyp. Bd. T.O. FLR. J I-1/4" 20 gages rap attach — — with (5) 8d nails fi,om stud to - - - - - - - - - - - - - - - - - - - - - — T.O. FLR. 6 rim joist, Simpson LFT4 plate from Typ. around perimeter 2" Closed Gell Spray rim joist to sills. p� foam around perimeter EcoLife sill on co per coated termite shield Seal sill ', O X Cont. # 5 re bar top 5/8" Dia. anchor bolts 5'-0" O.G. and bottom 12" From 5111 ends, Min. 7" embedment 3" X 3" Bearing plate washer with each 6 4" Re1nf. concrete anchor bolt. slab on 6 mil vapor barrier Damproofire Siding lines Indicate the extent of added 8" Concrete foundation wall NORTHELEVATION construction but not the extent of work required on 16" x 8" footing w/ two #5 1/4" = 1'-0" to complete project re bar contlnuous (_A� S E C T 10 N VICTOR CUNEO ARCHITECT P.C. O ® O 1 154 LAUREL ROAD EAST NORTHPORT, NY 11731 O 5LOGKIN6 AT 24" o. . O 1 (631) 261-2744 2 O O 1 ® SI DEWALL • • © Project Name and Address © • . 0 4' 935 4, SO 0 HOLDDO ; � O 2-16d COMMON • NAILS 10" o.c. OLD SHIPYARD RD. 0 00 SIMPSON H2A O O � 4' 4' 00 CONNECTOR 1 CORNER STUD SOUHTOLD, NY O ® • • CONNECTED TO 0 ZONE 5 ZONE 6 TRANSFER SHEAR ZONE 1 ZONE 2 ZONE 3 ZONE 4 0 FIELD 12" O.C. 12" O.C. 0 0 0 FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. Date: Scale PANEL EDGES 6" O.C. 6" O.C. 03/ 18/20 SEE PLANS PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. Sheet No. 1 ROOF ]NAILING SCHEDULE 2 WALL NAILING SCHEDULE 3 HOLD DOWN BRACKET 2 RAFTER TO PLATE / STUDS 140 Y'ult WIND ZONE (5 SECOND GUSTS) 140 \(ult WIND ZONE (5 SECOND GUSTS) SIMPSON HD 5 Typical connector for every new rafter to plate, to stud connection on second floor USE 1/2" GDX ROOF SHEATHING USE 1/2" GDX WALL 5HEATHIN6 FASTEN PSITH SD COMMON 6ALYANIZED NAILS FASTEN WITH SD COMMON GALVANIZED NAILS 2" X 11 I,/2" 6A. - PATTERN AS INDICATED BELOW 2" X 11 1/2" 6A. - PATTERN AS INDICATED BELOW H2.5 Each r.r. to header DESIGN LENGTH NOTE: 1 1/4" X 20 GA strap from king H2A Each r.r. to to plat to I. SHEATHING AS PART OF SHEARWA L Stud to header to top plate stud SEGMENT WHERE NOTED ON FLOOR GENERAL NOTES: Roof rafters 1 1/4" X 20 GA strap from jack PLAN SHALL BE CONTINUOUS FROM SILL TO TOP EXTERIOR WINDOW AND DOOR Stud to header to top plate PLATE OR ADEQUATELY BLOCKED AT JOISTS. Sd 1. All work shall conform to national, HEADER OPEN I NCS. COMMON NAILS ® 6 O.G. EDGE ND FIELD. state,and local codes. 2. All unnoted or non-visible easements 2. HOLD DOWNS REQUIRED AT ALL FOUR are the responsibility of the owner/ CORNERS OF STRUCTURE UNLESS OTHERWISE contractor. Rough Notation NOTED. SEE CONSTRUCTION DET,41L 3. It is the contractors responsibility to Opening D familiarize himself with all aspects of R.O. A B G D E F SOLID BLOCKING Cheese documents prior to beginning any 2'-0" 2 1 1 11 1 G .41-011 4 1 2 2 2 2 PLYWOOD SHEATHING WITH 4. These drawings are the property of Victor Cuneo eo Architect PC. Victor Cuneo \-A ad COMMON NAILS @ 6" O.G. CEILING GYPSUM Architect PC retains all common law 6'-0 " 5 1 5 5 2 5 EDGE AND FIELD BOARD statutory and other reserved rights, 8'-0" -1 2 5 4 2 4 E AS AIR BARRIER including the Copyright therein. Victor Notation: HO_D DOWN CONTINUOUS BEAD Number of 8d nails c� each F OF SEALANT responsibility Architect Pbears no spopo nsibility for their unauthorized use. A Nu 5. Victor Cuneo Architect PC shall not end of strapping. B B - Number of sill studs on flat. I I/4" X 20 GA strap from jack / king G - Number of full h kin studs. Stud to rim jSt. to under sill CONTINUOUS BEAD control nor charge st and shall notbe, g g responsible for construction means, NN NN N \, D - Number of 16d nails end plate OF SEALANT nailed through adjacent kin stud methods,techniques, sequences, a g J g �, 2 SHEARWALL SEGMENT DTL. S.W.S. procedures,or safety precautions and I I/4 X 20 GA strap from each programs in connection with the work, for to end of header- @ each side. CONTINUOUS MINIMAL the acts or omissions of the contractor, E - Number of jack studs @ each Stud to rim jst. to under sill plate EXPANDING FOAM AT subcontractors or any persons performing end of header. F - Number of 16d nails end nailed through acl'acent jack stud WINDOW PERIMETER any o the work, or the failure of any of g J J them to carry out the work in accordance with the contract documents. to end of sills at each side. 20 GS 2090 straps rl ' FRAMED OPENINGS All model numbers refer to Simpson brand products. WINDOW UNIT AS RIDGE AIR BARRIER BEAM/BOARD RAFTER TABLE R402.4.1.1 CONTINUOUS MINIMAL AIR BARRIER and INSULATION INSTALLATION EXPANDING FOAM AT H COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA WINDOW PERIMETER Q A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a sealing /� General requirements Exterior thermal envelope contains a continuous air material. RIDGE STRAP o z barrier. 3 CONTINUOUS BEAD Breaks or joints in the air barrier shall be sealed. OF SEALANT The air barrier In any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air The insulation in any dropped ceiling/soffit shall be Ceiling/attic barrier shall be sealed. aligned with the air barrier. Z Access openings, drop down stair or knee wall doors to unconditioned attic spaces shall be sealed. MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD 5 The junction of the foundation and sill plate shall be Cavities within corners and headers of frame walls �— OF ADHESIVE sealed. shall be insulated by completely filling the cavity with a material having a thermal resistance of R-3 per inch Walls The junction of the top plate and top of exterior walls minimum. CONTINUOUS BEAD shall be sealed. Exterio- thermal envelope insulation for framed walls OF SEALANT shall be% installed in substantial contact and continuous Knee walls shall be sealed. alignment with the air barrier. Q Windows, skylights The space between window/door Jambs and framing and doors and skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim Joists shall be insulated. The air barrier shall be installed at any exposed edge f=loor framing cavity insulation shall be installed to Z EXPANDING FOAM SEALAN AT PERIMETER of insulation. maintain permanent contact with the underside of the Floors (including above- subfloor decking, or floor framing cavity insulation CONTINUOUS BEAD OF SEALANT garage and shall be permitted to be in contact with the top side of cantilevered floors) sheathing, or continuous insulation installed on the DRYWALL CEILING underside of floor framing and extends from the RECESSED LIGHTING FIXTUR CONTINUOUS BEAD License / Seal bottom to the top of all perimeter floor framing OF SEALANT members. Exposed earth in unvented crawl spaces shall be Where provided, instead of floor insulation, insulation Gravel Space walls covered with a Glass I vapor retarder with shall be permanently attached to the crawispoce walls. S E A L I N I.J @NEW RECESSED SEALER overlapping joints taped. \ CONTINUOUS SILL / / FULL WIDTH OF MUDSILL Duct shafts, utility penetrations, and flue shafts 4 LIG :� T FIXTURES Shafts, penetrations opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow NTS / V FOUNDATION WALL AS cavities shall be filled b insulation that on installation Narrow cavities / / AIR BARRIER 1 readily conforms to the by cavity space. Air sealing shall be provided between the garage and \ \ Garage separation conditioned spaces. a CONCRETE SLAB AS I „ Recessed lighting Recessed light fixtures installed in the building Recessed light fixtures installed in the building STUD CAVITY AT SHOWER 9 g e shall be sealed to the dr wall. thermal envelope shall be air tight and IC rated. AIR BARRIER thermal envelop y_ p AT XTERIOR WALL \ \\� �\ Batt insulation shall be cut neatly to fit around wiring a . 13 and plumbing in exterior walls, or insulation that on GO INUOUS BEAD OF Plumbing and wiring installation readily conforms to available space shall SE,LANT extend behind piping and wiring. \ The air barrier installed at exterior walls ad ocent to Exterior walls adjacent to showers and tubs shall be Shower/tub on exterior wall showers and tubs shall separate them from the insulated. showers and tubs. VICTOR CUNEO Electrical/ hone box on The air barrier shall be installed behind electrical or ARCHITECT P.C. \ \�communication boxes or air sealed boxes shall be /\ a exterior Halls Installed. HVAC boots re ister HVAC register boots that penetrate building thermal TIJ SURROUND FINISH g envelope shall be sealed to the subfloor or drywall. \ \ \ When required to be sealed, concealed fire sprinklers GEIENT BACKER BOARD 154 LAUREL ROAD shall only be sealed in a manner that is recommended EAST NORTHPORT,NY 11731 INSLATED EXTERIOR Concealed sprinklers by the manufacturer. caulking or other adhesive sealants shall not be used to fill voids between fire 5T LD WALL (631) 261-2744 sprinkler cover plates and walls or ceilings. THS.-PROFILE WALL SRATHING 6 Project Name and Address TYP. SEALING DETAILS -- NTS 93 5 MAgUFAGTURED OLD SHIPYARD RD. SHOWER PAN Y SOUHTOLD, NY EXPANDING FOAM WOOD FRAME FLOOR ASSEMBLY Date: Scale 03 / 18/20 SEE PLANS Sheet No. S SEALING SHOWER NTS