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®�JguFF0440pp, Town of Southold 3/19/2019 3 P.O.Box 1179 o - �" 53095 Main Rd Gy�jB� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40274 Date: 3/19/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1270 Skunk Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-3-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2017 pursuant to which Building Permit No. 41477 dated 3/30/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Brodsky,James&Hirsch,Huck of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0093 10-23-2018 ELECTRICAL CERTIFICATE NO. 41477 03-15-2019 PLUMBERS CERTIFICATION DATED 11-30-2018 _jQkWhitecay#ge uth Signature o�suFFnl�cvTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41477 Date: 3/30/2017 Permission is hereby granted to: Brodsky, James 255 Founders Path Southold, NY 11971 To: construct additions and alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 1270 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-3-13.1 Pursuant to application dated 3/22/2017 and approved by the Building Inspector. To expire on 9/29/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $847.20 CO -ADDITION TO DWELLING $50.00 T a1: $897.20 i Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one)) Location of Property: 1-000 S kvnl—oLne- C Lk-c, ., q� House No. 1 Street amlet J e Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot 13. Subdivision l` Filed Map. Lot: Permit No. ' `�� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted:$ JD plicant Signature rjv so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ,r® �® roger.riche rt(a)town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James Brodsky Address. 1270 Skunk Ln City: Cutchogue St New York Zip: 11935 Building Permit#: 41477 Section 97 Block 3 Lot* 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA' Platinum East Electrick License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt . 48 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 35 Twist Lock Exit Fixtures �] TVSS Other Equipment* 1-combination smoke / co detector, 4-paddle fans, 3-bath fans, range hood, 8-ARC fault circuit breakers Notes* Inspector Signature: Date: March 15 2019 81-Cert Electrical Compliance Form As %tv SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G. Southold,NY 11971-0959 Q '� eou VI D BUILDING DEPARTMENT D TOWN OF SOUTHOLD DEC 1 8 2018 :w1 ,Dai-4�1W TOWN OF soumoLD CERTIFICATION Date: Building Permit No. qj Owner: �tp�� (Please rint) Plumber: J e c--?• ;-e ect h;ri (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. i r (Plumbers ignature) Sworn to before me this c-70'1'0— day -70'1'0— day of , 20 /� Notary Public, County CHRISTIE HALLOCK Notary rub+c, Slate of New York No.4831950, Surfolk County --97mission Expires May 31,20Ya/' SOia UTy� • �o �ycou TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i�4 ofteOy�,av�cC1�t� 0IreQ ✓. �)mof fQ aL(-- V.", lb DATE INSPECTOR �, SOF SO(/jy �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ZFO DATION 1ST [ ] ROUGH PLRG. DATION 2ND [ ] INSULATION ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: Ti I DATE I INSPECTOR - L-t 1 V � OE SOGTyo ��y�OUM`I 0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] PUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 43-1 YAwli DATE ?J INSPECTOR SOUlyolo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: PIVVK6[° V/ �� ;RNs Q ��,� �. o �✓ DATE INSPECTOR SOUlyo�O sr couto, �7 TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _61 DATE INSPECTOR �"` SOF SOUL CA cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (F AL) REMARKS: Q�I/I CIL-14A s (7 NA'I. 1 vIT IfC � -9, s 01 4D, Y) r/ C DATE Z INSPECTOR ' - °� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,a�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],)IWSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: PJ" Mv& voo oyiW ® Y O �Wr, N V r DATE INSPECTOR 74 i IL CMOs lextt y r� �. .`� �, '� _. _ . ��'�.. _._,z _tY_. - c� 'S o CD tx r F. YO MQY/tEY VpM t 0 vu 1Y W►7Ew ryto To X . iME vtA!'JE OF j: ,.ssezTe as�! kti'. .J 91 q77 DD A= Delfino Insulation Co. Inc. APR 2 7 2018 317 Burman Blvd,Calverton,NY 11933 �y, f 11 4Ta i�J�1 aFl�''IK W.1� • TOWN OF SOUTHOLD CERTIFICATE OF INSULATION, JOB INFO: Jim Brodsky DATE OF INSTALLATION: 04/18/18 1270 Skunk Lane Cutchouge,NY 11935 2X8 OPEN SLOPED CEILINGS 2-10 OPEN FLAT CEILINGS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM 0 CLOSED CELL FOAM 2" R-14 ❑✓ CLOSED CELL FOAM 2" R-14 Q FIBERGLASS 3.5" R-11 0 FIBERGLASS 8.25" R-30 ❑ CELLULOSE ❑ CELLULOSE KNEE WALLS/RIM JOIST 2X4 EXTERIOR WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM Q CLOSED CELL FOAM 2" R-14 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 3.5" R-15 ❑ CELLULOSE ❑ CELLULOSE 2X6 EXTERIOR WALLS CELLAR CEILING TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 5.5" R-21 Q FIBERGLASS 8.25" R-30 ❑ CELLULOSE ❑ CELLULOSE 2 FIRE CAULKED TO CODE DATE OF INSTALATION: 04/18/18 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 04/18/18 ❑ FIRE BLOCKED TO CODE DATEOF INSTALATION: I_ Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE Jarski, John From: huck hirsch <huckhirsch@gmail.com> Sent: Wednesday, March 6, 2019 10:29 AM To: Jarski,John Subject: 1270 skunk In hi j ohn, relief pipe installed ✓pics attached ✓ let us know if you need anything else. final electric scheduled with roger for next week. thanks again, huck&jim(and maisy 46-') Begin forwarded message: From: huckhirsch<huckhirschggmail.com> Date: March 6, 2019 at 10:00:58 AM EST To: huckhirschkymail.com FIELD INSPECTION REPORT_J� ff, so,MA FOUNDATION (IST) -------------------------------------- FOUNDATION 1 r► ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE W-WSME 2 IfflWi a M- ADDITIONALCOMMENTS MEMO'LAW LIMA MAW��©��I VOIN1 '. ' _ ' . • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL and of Health SOUTHOLD, NY 11971 1�4 ets,of Building Plans TEL: (631) 765-1802 mung ijoardmpproval FAX: (631) 765-95023Pvey SoutholdTown.NorthForkxet PERMIT NO. ' is Form C.O Application Ftavti-�errrrit Examined n _,20 j C—S-krm-Water Assessment Form I�y Contact: Approved l ,20 Mail to: Jim �fi9d5 w� 1 i r Disapproved a/c Ia` S d-oun acts QIn�o�Ctn�`d N� Phone: Expiration i ,20 Building InspJct A ATION FOR BUILDING PE MA&FQ 2 22017 Date 3 , t5 , 20 1� )!I _ INSTRUCTIONS a.This application MUST a coomplleetely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole o"r in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,'and to'admit authorized inspectors on premises and in building for necessary inspections. (Signatu of applicant or name,if a corporation) 2,55 V OUf1dCL5�0.�n�Jodf�in�c� l�� 1>`l1' '(Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Ou3neC Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. �a�.r,r, W LA—Ica a — Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: C , � House Number Street „Haml County Tax Map No. 1000 Section :,:,k.,..,BlockMorg g, Lot U ) Subdivision Filed Map No. Lot ' I 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancy ! b. Intended use and occupancy d s- 3. Nature of work(check which`applicable):New Building i Addition Alteration Repair Removal ., Demolition Other Work j (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number c f dwelling units on each floor If garage, number of cars 6. If business, commer I ial or mixed occupancy, specify nature nd extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories i! Dimensions of same structure with alteratior additi ns: Fro t 3 l r� ;`' �r•: ,Rear I � ns o �p k,. In;• tr � Depth Height N61r r of Stories, � 8. Dimensions of entire new construction--Front,! ' " -%Rear,",, '. it h!' Depth �✓ Height Number of;Stories 9. Size of lot: Front Rear ! Depth 10. Date of Purchase iame N ! Owner ✓� &" ? - of Former 11. Zone or use district in which premises are•situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be moved from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect i f Address Phone No Name of Contractor. I Address Phone No. . 15 a•: Is this property wit m 100 feet of wtidal wetland or a fresh ater wetland? *YES NO * IF YES, SOUTHOLA]TOWN TRUSTEES&'D.E.C. PERMI S MAY BE REQUIRED. i * b. Is this property within 300 feet of a tidal wetland? YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED: I i 16. Provide survey, to scale, with accurate foundation plan and d stances to property lines. 17. If elevation at any poiint on property is at 10 feet or below, m st provide topographical data on survey. 18. Are there any,covenants and restrictions wfth rFspect to this r roperty? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ss�- COUNTY OF being duly sw rn, deposes and says that(s)he is the applicant (Name of individual signing contract)above riameid, �S)He is the (Contract t, Corporate Officer etc.) of said owner or owners, and is duly authorized to perform or have perormed the said work and to make and file this application; that all statements containeI�in this application are truelto the best of his knowledge and belief; and that the work will be performed in the manner set forth in the applicatiort filed therewith. Sworn to before me this a day of rC 2017 _,(- CE Y L.DVI►YER OR Notary Pub c NOTARY PUI�LtCI STATE O Signature of Applicant �O.OIDWO306900�j SUFFOLk COU TY g PP ; QUA i N0 COMMISS16N 6XQRES JUNE 7/J 1 V � `f Scott A. Russell �.0°S111FIZj-00 ST01KMtWA IER, SUPERVISOR U Z IWA, NA.,G]EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER:236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) --PIEBQJIEC'1('__-INVOLVE- Ate'---®lF--'><'h3[E--]E' L-LVVIN ------_-_-_.._._----------- --- Yes No (CHECK ALL THAT APPLY) E[YA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E[ B. Excavation or filling involving more than 200 cubic yards of material ❑[(Cwithin any parcel or any contiguous area. . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E[f D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E 0"E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E ffF. Installation of new'or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with.your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. '°: 1000 Date: q7Distract NAME: 1 C 3 A", 3 I5. I� er�ri ecLon Block Lot i "'s—'d fi-`" 1 Ofi C�CiILI)I!G DEPf�I T. Ii T LSE 0)NLY Contact Information- � " �Ji � �1 i Reviewed By: - - — — — — Date: 3- 2a�1� Property Address / Location of Construction Work: — - - - - - - - - - - - - - - - - - - - - '� c���� ��� Approved for processing Building Permit. J g Stormwater Management Control Plan Not Required ct� v11 �� _. .� ile' IU'� I l�3� Stormwater Management Control Plan i�Requi d (Forward'to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 _ � pF SO(/r�o! goid, �� (� # Telephone(631)765-1802 7f4)adl ! (631)765-g5Q2goX 1179 roger.richertd-own.southold.ny.us NY 11971-0959 01� �� �� FEB 9 2 �nuff",N ; BUILDING DEPARTMENT TO ® ®DST LD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I T14 Date: Company Name: - -- -- - - - - - Name:--- - - - - License No.: '3q091 - i Address: 13c4 leeiwCfD Phone No.: JOBSITE INFORMATION: ('Indicates required information) *Name: *Address: 1 '7 lCc�ic L/y rev TCfFy C� Uc� *Cross Street: *Phone No.: 11,21-1 Permit No.: ly 111-0 Tax Map District: 1000 Section: Block: Lot:' *BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ f 26910 Q F - Mot/k' �: Y 06-2200 -S 4—wccl— (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: �/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 C2;) 300 350 400 Other *New Service: QRe-conne Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Ir" 41C 9110 82-Request for Inspection Form 155 A �-/) �gllffol,��o BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cJ • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # �' Date bq� 2g 2018 Customer Name 411A( ce J Electrician Name �7 � � Address 12,7,j L4` Phone e-mail 0r C)6 e-mail fl�tc + 3 11,460 , 6" Phone License# Size 2OC7 A Phase C Overhead V_ Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# _31 ?1iT Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veri ication is valid t 90 t ove. Authorized by ��117•!�`t� 00 Town Hall Annex Telephone(631-1802 54375 Main Road ? -< {• Fax(631) 734-9502 P. O. Box 1179 CD Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 115 , 11 Owner: J I Location of Property: t`Z�� S �ue1 1_ ri ►nom l u�c�Q►�e 1� I�� Please take notice that the (check applicable line): New*residential structure XZ Addition to existing residential structure , Rehabilitation to an existing residential structure to be constructed or- .performed at the subject property refe r-gnce above will utilize (check applicable line): Truss type construction ('TT) Pre-engineered wood construction.(PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: .Name (person sub mittin this form): J►rv� Q�� Capacity(check applicable line): Owner Owner representative I TrussResReglSA= Effective 9!912415 6" DIAMETER REFLECTIVE RED ROMAN[ ALPHANUMERIC -PFiNTONE' - - - - -----DESIGNATION-OF CONS T RUVTivi1 (PMS) #187 - TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 1!2" STROKE --- COMPONENTS THAT ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING - -- GIRDERStiAAP BEAMS',,, - "R" ROOF PRIMING ~ -FR' FLOOR AND ROOF FRAMI(t 6 TRUSS IDBqflFICKnONSIGN COM JANE 1(iIIT 19 IICCRRf'ART2G54 � oEs olvrsldta BwvpLE TRUSS (DF flF cpmoN S(GN --DATE0 fonoo5 --- -- -NEW YORK STATE ATE DEPARTWENT OF STATE DIVISION OF CODE ENFORCEMENT - - AND ADMINISTRATION *�xY�ceuyA�tCsC= Iv r S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S): 13.1 M,q//V Ro q0 LAND N/F S 78018 X40" E JEREMYOARMSTRONG \I MARIA RIVERA G° O EARTH BERM r- AND EVERGREENS GENEZ W LINE.RALLY ALONG 20 F 0•p� W O O w MON. oCn r o Z to o Ld c o O LSI `� �':.':?:,:2 STM Os r �i g o z ti e DwECLNE,,. ;•.:i, � ROOF t'40.6': ,:j'„',.I;."l^/',- _O Z • u/ Z) ' Adm O N N 7818,40 • , JISP�,gLT O�NEWgy ' LAND N/F tCK OF a ELIZABETH P. WEISS C'u.P. ' - r AREA: 17,632.88 S.F. OR 0.40 ACRES ELEVATION DATUM- ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIAONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCITURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JAMES M. BRODSKY; MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: SITUATED AT: CUTHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 111 16-153 SCALE: 1 =30' DATE: SEPT. 8, 2016 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 1loychuk ' ' be in nlu CO— comp PERMIT FOR APPROVAL OF CONSTRUCTION FOR A APPROVED FOR MAXIM F BEDROOMS EXPIRES;THREE �'EARS FROM ON VAL DWELLINGS W/PLIBLIC WATER INGS 150' W/PUBLIC WATER LAND N/F 150' OF 78018'40" JEREMY ARMSTRONG PROPOSED MARIA RIVERA 2 STY ADDITION EL 21.1 FFL 2ND FL 512 S.F. EXISTING SANITARY SYSTEM 0 EARTH BERM TO BE ABANDONED AND BACK AND EVERGREENS FILLED WITH CLEAN COARSE SAND. GENERALLY ALONG EL 17.4 LINE. z Q. EXISITING WELL W Z Uj CV TO BE ABANDON 200.009 PROPOSED '0'0 P RTION OF EXISTING /DRIVEWAY TO BE REMOVE SANITARY SYSTEM ch 38.0 too EL 16.1 CONC. SLAB c 401. CA TO BE REMOVED L.P. st" 0 - 30.1, DWELLINGS 19 678 .5 ROO 18 _-- ' ' ' S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S): 13.1 Mq/N Rpg0 S LANODF N/F STK 8'40 �' JEREMY ARMSTRONG MARIA RIVERA 01 cp EL 21.1 O 00 O EARTH BERM .— q� C� AND EVERGREENS GENERALLY ALONG I Z w LINE. EL 17.4 200.00, I a C) EL 16.0 I Z 3MON. a I 4 BEDROOM N L.P. SANITARY SYSTEM Cn 1 000 GAL S.T. I 0 26' M W 8'DIAx6'DEEP LP 00 I 28.3' 19 27.5'N ICJ S. V L.P, ° I ¢ :. ..::.... ... EL 16.1 O ::::: ::.::.: . :: 31' 01 o....::.... .. .: EL 17.13 17.5 18' C71 I O �: :.. :::. ::. .. .. 0 I W :.:.2 :....: ;;•24 :::�WEIUNG�4ME:..:.26,4: :::. EL 17.7 Z 'Z ... ... iII1270...::... •. :: '::':.. .. :; EL ... . ..... 30.1' EL 20.5 . . . m 36.5' Ss:s::.'.'.'.`:.`::.` :::.. ROOF IO STK. RCA D CON . ' 0 I Z RATI'MAY QASE N EL 17.7 m K �CNO�� _ 0 i Y N 0 EL 18.21 �O�H WATER LINE to 78 1840„ STK. EL 17.7 0 ' R — 15.5 ASP►WLT p SAY I 200.00 LAND N/F 10.0N Z I OF I ELIZABETH P. WEISS STK. OU.P. EL 18.1 3 zl �I SUFFOLK COUNiTy DEPARTMENT OF FOR �I KS APPROVALNL % LENGFAllyRESU _ 0 093 3 204 o - 6 g�I hm and 1va83r A Y f � fled W 0 � o o FOR A M� 4��' �' 00 C Craig i�Cnepper, P.E., Chief 3"� 0 ti Offic ' r., FINAL SURVEY 08-21 -18 >CO IM cc M ADD SEPTIC LOC. 01-16-18 AREA: 1 ,632.88 S.F. OR 0.40 ACRES ELEVATION DATUM: _NAVD88_N�______Y_�_ R1ZED ALTERA77ON OR ADDITION TO THIS SURVEY 1S A WOLA77ON OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC.PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUC7URE5 OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JAMES M. BRODSKY; MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: SITUATED AT: CUTHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11,931 FILE # 16-153 SCALE: 1»=30' DATE: SEPT. 8, 2016 PHONE (831)298-1588 PAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk Jim Brodsky 255 Founders Path Southold, NY 11971 (631) 876-5319 January 23, 2017 re:Addendum to Application for Building Permit for 1270 Skunk Lane, Cutchogue, NY 11935 Attached is an informal amended survey, showing the proposed addition with a slight increase in footprint (highlighted), bumping out two more feet on both the North and West walls (for a total of 14' in both directions, as compared to 12' as shown on the original survey completed by Ken Woychuk, forwarded to the Health Department for approval, and ultimately filed with the Town. The attached is consistent with measurements on the accompanying plans herein submitted. Per discussion today with Damon Rallis, the minimal increase in footprint is insignificant to the meaningful aspects-of the survey (and subsequent Health Department approval) and not cause for going back'to-either Ken Woychuk or the Health Department for revised documents. Nevertheless, this note and attached survey are included for the purpose of acknowledging the slight disparity in footprint dimensions between the survey on record and these submitted plans. Similarly insignificant, but also inaccurate on the stamped survey, is an indicated square footage increase for the 2ND FL of the proposed addition as 512 S.F.As the corner chuck of that volume is not intended to be interior space on the 2nd floor (see plans), the proposed additional square footage for the 2ND FL is closer to 392 sq. ft. and 588 sq. ft. on the first floor — given also the slight adjustment to the overall footprint increase as noted above. Therefore, the total increase in square footage for the proposed 2-story addition is 980 S.F. Thanks, J Brodsky A l^� OF ALEXANDRA & JOSEPH MACARI JR N 0005'50" E 90.00' O p O 00 d M Co CIO Co 1' �1` omna�� 1l ; Om 4 n Ln 0 O Cb � x N µ'Pbo1 C) d- m Al moo N M.01, o Ern Cn Ln ov Cl z $N-i! n � r - O O O 0 �• c esspool o 2' 14.0„ *--septic drivewayo 6septic �O y •> 1187.69 z ' 09 '� ? Q m- ' ,0006 m „05,90.00 S 9 EOCE OF PAV MDO BAY (50') AVENUE (SKUNK LANE) Generated,by R94checlk-�f_I-eb, ,Saitware • o C�C�L�D�'lt� Project 2nd'SO4,AddItfon Dt Coft MAR 2 3 2018 tAsatlon: C ;Mia�►Yor* B�INGD ., =MUM ryp� TOWNOFSOUTSOP CUmaoe Zone: dr 450i"004 - Permit lam: PermitNumber: Coritstsu�on Sloe: Ormierl AM W� Desir/CarracCor.. 12 0 slaim7c f.8- tants 5tl rrArts CAO, ft-Hr x ya �c n n � + w . VDPy„}'°�.M.+w� r.T+..�Y^.�_y�.{. •yy`• {y� �13a•d� i4���y�. afMti� M.,+�,y�` .'L` m�I/�.7f.V�'r�t�fTf..{� 7�r'�MItiTf.C�• RG ' 'rhe'Ji.�Mttrrq►,lNOfp7111nCbd�lidq� 1���W �}wuR�����.�!���Aca Gross Area cavity Cont. Assembly or U-Factor UA Perimeter kD�IEStJQipr�j�!rtc�Ye�i�di:�d�•taj�;#riMflnYG�t11M�I(rlWf�pOdC1�On}E+:'- - - .�F�3�'„• �.,,a.,+_r���1��3�,;1�, 'n_!!-x:.•xc�=,�.�!�^���",-�' ,�;',r�Ssr,a,",• „ n .-t.•,r��„-•i:;�y,.,. , .�•..� L,^' t r-r, R' �'. nw� i, , •GljjlEO�l�E11111�Aw.3pGlc �1i02�'- - �'?5�f'' �:Q" ''•:b: •1�" '�42'- ,WaD:;Woodf:[ama.18?•ot DOot!Sottd.,f w wxw . t_Owuw 19 0.3U0 6 Qpnr:,G1a 5 Odor(over507f rg) 40 %300 12 W,,,O,ft. ►:Wood ft"M 108 0.290 Si. SHGC:0:31 Compflano StaWrdh* Ift PrgOWd hAft de d�c bed tiers t tfia� Nk”Pfam s esifl_catlons.-and Ot e, eatculdtlons SUbiNlted fllt`ltd cftaiPi ##aty:Rr� . , bufidD� d`�'� M RESfiei4 elon t ebai�d.toioor!'ipiy,ier�tt► rely - Rf:5d4ridElnspec d ' fYa Val", N W 4 k+Ar ProtectTitle:Znd`SooryAddttJon A� RepWtdabW '03113118 Mta hinarrie: Stoo @: .page 2 of 4 f � Generated by RESchecdc Web Software Compliance Certificate Project 2 Story Addition Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition 0imate zone: 4''C al, Few). Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1270 Skunk Lane Jim Brodsky , Louis Schwartz Cutchogue,New York 11935 1270 Skunk Lane Tiderunner Engineering& Cutchogue,New York 11935 Design,PC 7 Ridgewood St Bay Shore,New York 11706 Compliance: 12.9%Better Than Code Maximum UA: 209 Your UA: 182 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. 'U-Faictor UA Assembly or R-Value R-Value Perimeter I Ceiling: Flat or Scissor Truss 846 30.0 0.0 0.035 30 Wall:Wood Frame, 16in.o.c. 1,639 21.0 3.0 0.048 71 Window:Wood Frame,2 Pane w/Low-E 108 0.290 31 SHGC:0.31 Door:Solid 19 0.300 6 boor:Glass 40, 0,300 12' SHGC:0.26 Floor:All-Wood joist/Truss Over Uncond.Space 846 25.0 0.0 0.038 32 Compliance Statement: The proposed building design described here is consiste with the building plans,specifications,and other calculations submitted with the permit application.The proposed building b endesl ned tomeet the 2015 IECC requirements in REScheck Version 5 .0 and to com with the mandatory requir a sted i t,e R ch Inspection Checklist. 7 Name-Title SI natu a Da rS \j V. SCy s '_ ^CEJ ,ti p 1�x -cRrofeatMfle:2'Stcsry Adda'tion '' �:A - 4 Report�da�te: ,03/21/17 Data filename: rhe , Pagel of 9 REScheck Software Version 5.5.0 .Inspect-ion Checklist Energy Code: 2015• 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 ' Complies? ._ ,Comments/Assumptions" # - -Prc-Inspection/PIan.Revieuv Value Value. ; .F&'FK1eq.lD' " 103.1, Construction drawings and { _ _ ❑Complies 103.2 idocumentation demonstrate ?[]Does Not [PRl]1 ;energy code compliance for the ? ❑Not Observable ; ;4, :building envelope.Thermal s❑Not Applicable envelope represented on = ;construction documents. 103.1, (Construction drawings and ? •❑Complies 103.2, idocumentation demonstrate s - ❑Does Not 403.7 ;energy code compliance for L '❑Not Observable ` [PR311 lighting and mechanical systems. ; ,❑Not Applicable 9 ISystems serving multiple i dwelling units must demonstrate ,compliance with the IECC { Commercial Provisions. 302.1; Heating and cooling equipment is Heating: I Heating: ;❑Complies 403.7 "sized per ACCA Manual S based Btu/hr I Btu/hr ;❑Does Not [13112];v rv~ion loads calculated per ACCA i Cooling: Cooling. ;❑Not Observable s Manual J or other methods Btu/hr ; Btu/hr ;❑Not Applicable approved by the code official I , Additional Comments/Assumptions: 111 High Impact(Tier 1) 12_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Data filename: Page 2 of 9 Section-: "6; o ' Comments/Assumptions`, -,_ Foundation'Inspection Complies..: &Re .ID 303.2.1°-' �A protective covering is installed to ;❑Complies [FM,1]2 protect exposed exterior insulation :❑Does Not j O and extends a minimum of 6 in.below ;❑Not Observable: 'Igrade. ;❑Not Applicable 403.9 !Snow-and ice-melting system controlsDoes Not [1`012]2 ,,,;� installed, .❑Not Observable; []Not Applicable , Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Page 3 of 9 Data filename: Section- -,pians Verified Field,Verified Complies? Comments/Assumptions- #'` Framing-/Rough-lei' J. Insoection Value Value &Req.ID ;See the Envelope Assemblies 402.1.1, ;Door U factor. U- U- ,❑Complies 402.3.4 j ❑Does Not table for values. [FRi]1 ;❑Not Observable ' i ;❑Not Applicable U_ ;❑Complies ;See the Envelope Assemblies 402.1.1, f Glazing U factor(area-weighted 1 U ❑Does Not table for values. 402.3.1, ;average). ' 402.3.3, ;❑Not Observable 402.3.6, T❑Not Applicable 402.5 1 [FR2]1 303.1.3 U-f actors of fenestration-products k' _ J❑Complies [FR4]1 ;are determined in accordance - _ >. „- i❑Does Not with the NFRC test procedure or []Not Observable ,taken from the default,table. ;❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 ;installed per manufacturer's i ❑Does Not i iinstructions. _ -?❑Not Observable ' r" ;❑Not Applicable 402.4.3 !Fenestration that is not site built 2 _ j❑Complies i [FR20]1 pis listed and labeled as meeting i -;❑Does Not ;HAMA/WDMA/CSA 101/I.S.2/A440r` = j❑Not Observable , or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code :limits. E - { Complies 402:4.5 IC-rated recessed lighting fixtures' Not [FR16]2 ''3 sealed at housing/interior finish ; land labeled to indicate:52.0 cfm •,'❑Not Obseryable ileakage at 75 Pa. � ',R❑Not Applicable 403.2.1 ,Supply and return ducts in attics ;_ []Complies [FR12]1 :insulated>=R-8 where duct is _ :A❑Does Not >=3 inches in diameter and>= t,- - _ t❑Not Observable R-6 where<3 inches.Supply and 4 ' I]Not Applicable 'return ducts in other portions of t the building insulated>=R-6 for :diameter>=3 inches and R-4.2 , 'for< 3 inches in diameter. ` 403.3.3:5 ;Building cavities are not used as ` i •,;❑Complies [FR15]3 !ducts or plenums. ❑Does Not °❑Not Observable , ❑Not Applicable ; 403.4,' -'.,HVAC piping conveying fluids R- R- ;❑Complies [FRV,]2 }above 105°F or chilled fluids ;❑Does Not I below 55 OF are insulated to>_R- ;❑Not Observable ; !3. ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i. ❑Complies [FR24]1 ipiping. `❑Does Not j❑Not Observable I ❑Not Applicable 403:5.3', !,Hot water pipes are insulated to R- R- ❑Complies [FR18]2' =i>R-3. ❑Does Not ;❑Not Observable ❑Not Applicable 403.6 ?Automatic or gravity dampers are( '- '[]Complies [fR19]2 - !installed on all outdoor air _ ❑Does Not ;•intakes and exhausts. _ ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2.Medium impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Page 4 of 9 Data filename: _Ax> i4(�h�.f•;-8'r�YYt+eljtiW5Uihie� s: I I High Impact(Tier 1) '2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Data filename: Page 5 of 9 Section ; ' _ •_ Plaris•Verified <-Field Verified , Complies? Comments/Assumptiogs, # Insulation inspection - = Value _ Value - &,Req.it) , ❑Complies 303.1 --!All installed insulation is labeled ~_ 3❑Does Not [IN13]z or the installed R-values provided. _ ❑Not Observable -'❑Not Applicable i R_ ❑COmplles ;See the Envelope Assemblies 402.1.1, IFloor insulation R-value. R ;❑Does Not :table for values. 402.2.6 F ❑ Wood ;❑ Wood [IN1]1 ;❑ Steel f❑ Steel ❑Not Observable ; ❑Not Applicable 303.2, ';Floor insulation installed per ❑Complies 402:2.7 manufacturer's instructions and _ ';❑Does Not [IN2]1 ;in substantial contact with the ;❑Not Observable ' underside of the subfloor,or floor I_ - ;E._❑Not Applicable `framing cavity insulation is in = , ;contact with the top side of =_ i sheathing,or continuous :insulation is installed on the _ underside of floor framing and extends from the bottom to the r Itop of all perimeter floor framing ; members. R- ;❑Complies ;See the Envelope Assemblies 402.1.1, Wall insulation R-value. If this is a', R- ❑Does Not :table for values. 402.2.5, 'mass wall with at least 1/Z of the Wood ;❑ Wood 402.2.6 ;wall insulation on the wall Mass ;❑ Mass 1❑Not Observable [IN311 ;exterior,the exterior insulation Steel ❑ Steel ;❑Not Applicable ;requirement applies(FR10). i ; 303.2 Wall insulation is installed per - []Complies ; [IN4]1 {manufacturer's instructions. = _ ❑Does Not ; t „❑Not Observable ❑Not Applicable k - Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,.2_ Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Page 6 of 9 Data filename: Section Plans Verified Field-Verified Compiles? Co'mineirts/Assumptions Final Ins pection''Provisions _ Value` Value_`: ;•_•, &Req.ID _ ;See the Envelope Assemblies 402.1.1, [Ceiling insulation R value. R- R '❑Complies Wood ,❑ Wood ❑Does Not {table for values. 402.2.2, ; ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 !❑Not Applicable [Fill' f - _❑Complies 303.1.1.1,{Ceiling insulation installed per ;,❑Does Not 303.2 ;manufacturer's instructions. I [FI2]' ;Blown insulation marked every ❑Not Observable `300 ft2. ( __ ❑Not Applicable 40Z,23,' !vented attics with air permeable _ 's❑Complies [FI22]2 ;insulation include baffle adjacent ' '`4� _ --;[]Does Not ' ti-}❑Not Observable ` oto soffit and eave vents that - - extends over insulation. ❑Not Applicable i 402.2.4 :Attic access hatch and door R- R-_ ❑Complies [FI3]' ;insulation>_R-value of the ;❑Does Not ;adjacent assembly. 'j]Not Observable ❑Not Applicable 402.4.1.2 Blower door test @50 Pa. <=5 ACH 50= ; ACH 50= !,[]Complies [F117]' tach in Climate Zones 1-2,and s ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable i ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]' (cfm/100 ft2 across the system or ft2 ; ft2 ;❑Does Not <=3 cfm/100 ft2 without air f❑Not Observable ;handler @ 25 Pa. For rough-in ❑Not Applicable i tests,verification may need to occur during Framing Inspection. ; 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 :❑Complies [1712711 !determine air leakage with ft2 ; ft2 ;❑Does Not either:Rough-in test:Total ;(]Not Observable ' leakage measured with a ;❑Not Applicable pressure differential of 0.1 inch w,g.across the system including ; ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction.test:Total 'leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air ; handler,enclosure. 403.3.2.1 ,Air handler leakage designated ;' ' = _ - ,❑Complies '❑Does Not [FI24]' !by manufacturer at<=2%of design air flow. _ '!]Not Observable , 10Not Applicable 403.1.1,,; ;!Programmable thermostats ;❑Complies ' ; ' i❑Does Not [FI9]2 ` installed for control of primary ; heating and cooling systems and +` ;❑Not Observable initially set by manufacturer to ; ]Not Applicable "code specifications. - Heat pump thermostat installed :x _ ;❑Complies [FI10]2 on heat pumps. ;❑Does Not ❑Not Observable j❑Not Applicable 403:5.1 ,Circulating service hot water ❑Complies i [Fill]? Isystems have automatic or f ,y,' .i❑Does Not t accessible manual controls. 4w, ;`-" !❑Not Observable ,❑Not Applicable 1I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 03/21/17 Project Title: 2 Story Addition Page 7 of 9 Data filename: ,Section - Plans.Verified Field Verified Complies? Comments/Assumptions- „# Final Inspection'Provisions_' Value` Value &;Re .ID 403.6.1 JAII mechanical ventilation system a ❑Complies [17125]2 . .;fans not part of tested and listed t =❑Does Not ;HVAC equipment meet efficacy #❑Not Observable ;and airflow limits. ❑Not Applicable ; z 403.2: Hot water boilers supplying heat I, ❑Complies [FI26]? !through one-or two-pipe heating i =❑Does Not systems have outdoor setback b ,;❑Not Observable . ;control to lower boiler water a❑Not Applicable .-'!temperature based on outdoor " =temperature. I - 403,5.1.1 dHeated water circulations stems ❑Complies Y { - ' ,'❑Does Not [1712812 ',have a circulation pump.The =- system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply; , k❑Not Applicable °I pipe.Gravity and thermos- i,.• !syphon circulation systems are , not present.Controls for „ circulating hot,watersystem I pumps start the pump with signal {for hot water demand within'the 1 "-occupancy. Controls _ } l automatically turn off the pump ',when water is in circulation loop I is at set-point temperature and no demand for hot water exists. ,: _ 403.5.1.2 Electric heat trace systems ❑Complies [1712912 •comply with IEEE 515.1 or UL i❑Does Not 515.Controls automatically _ ❑Not Observable ; = „ =adjust the energy input to the ❑Not Applicable heat tracing to maintain the !desired water temperature in the ( - 4 piping. 403.5.2' !Water distribution systems that ; ' _ ❑Complies [FI30]? . have recirculation pumps that -{❑Does Not pump water from a heated water t❑Not Observable i supply pipe back to the heated ❑Not Applicable ;water source through a cold ;water supply pipe have a I -; ';demand recirculation water ! system. Pumps have controls t that manage operation of the ; pump and limit the temperature of the water entering the cold - :water piping to 1040F. 403.54 -,;Drain water heat recovery units ;❑Complies (FI31]2'_ ±tested in accordance with CSA r Does Not B55.1. Potable water-side t _ '❑Not Observable ;pressure loss of drain water heat S ❑Not Applicable !recovery units< 3 psi for ! ! -,!individual units connected to one or two showers.Potable water- side pressure loss of drain water f 1 heat recovery units<2 psi for `= 4 individual units connected to ,three or more showers. 4 404.1 175%of lamps in permanent 1 ❑Complies 1 JF1611 ;fixtures or 75%of permanent ! ;❑Does Not fixtures have high efficacy lamps. ?[]Not Observable ' Does not apply to low-voltage ❑Not Applicable lighting. i =- 404.1.1 ;Fuel gas lighting systems have 1❑Complies [FI23]3-: no continuous pilot light. ` ;' i❑Does Not _ ![]Not Observable [ i❑Not Applicable i 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Data filename: Page 8 of 9 Section PI ensVerified Field Verified Complies? Comments/Assumptions: .' 'Final;lnspfaction`Piovisions Value`, Value 401.3 !CompliancecertificateVposted. ! ❑Complies [FI7]Z i ❑Does Not 1- .`❑Not Observable o [ ❑Not Applicable 303.3 - 'I Manufacturer manuals for i - __ fi ❑Complies (F,118]3` mechanical and water heating a ; ;,,❑Does Not ;systems have been provided. i' - _E]Not Observable a = T❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2° Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2 Story Addition Report date: 03/21/17 Page 9 of 9 Data filename: 2015 MCC Ensr9 Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 25.00 Ceiling/ Roof 30.00 Ductwork(unconditioned spaces): e.. Window 0.29 0.31 Door 0.30 0.26 Efficiency .. Heating System: Cooling System: Water Heater: Name: Date: Comments 0" TRUSS PLACARDING HeUU1HtU APPROVED AS NC)TED 1270 SKUNK LANE CUTCHOGUE, NY 11935 ";IFY BUILDING DEFP%RTMENT AT 3.02 8 AM TO 4 FM FOR THE SCTM# 1000-97-3-13.1 INSPECTIONS: ;)UNF)A T ION - TWO REQUIRED POURED CONCRETE - iJGH - FRAMING & PLUMBING >'.)LATION . INAL - COiNISTRUCTION MUST 1E COMPLETE FOR C.U. As..':_ CONSTRUCTION SHALL MEET THE PROJECT OVERVIEW:REMODEL EXISTING 3BR 1BTH FARMHOUSE S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S): 13.1 R' :' UIREMENTS OF THE CODES OF NEW PLUS ADDITIION TO MAKE 4BR 2 1/2 BTH WITH DETACHED GARAGE. UPDATE MECHANICALS,PLUMBING,HVAC,UPGRADE ELECTRIC, YC "� STATE. NOT RESPONSIBLE FOR CONNECT TO TOWN WATER AND TOWN GAS,NEW SEPTIC SYSTEM. DE 'IiGN OR CONSTRUCTION ERRORS. n ` ilitkSt,OW InES OF AREA EXISTING ADDL PROPOSED 1 �' STATE' t " BASEMENT 640 SQ.FT. 588 SQ.FT.(CRAWL SPACE) Ab" u � ,1tt r , ..' w' I�L_�f i' f J L :� I � � P� TO 1�VIJ CODES 1ST FLOOR 640 SQ.FT. 588 SQ.FT. S F�EOUIRE IT 2NDFL0 640 SQ FT .a 372 SQ FT 7SU COUNTY DEPARTA,. { Comple'ed fGs:: +l _ _ ._.... _ . PORCH 344 SQ.FT. -24 SQ.FT.(SHORTEN SW SIDE) � ! "" ` ' GARAGE NONE 336 SQ.FT.(DETACHED) T 'r IST Or :-lEALi F.^;•tom-r � - FOft APPROV _' ;� nT,'tI l I; n Ir Rn� ' , L--�,�N-�LAaI�.LHRD kt� OF CONST+2U ''tQlV rOR A SINGLE FAA4fLY pESI DE!�Cr:ONL,'t' C DA TC�I �' H.S. KlE:=. C}. GENERAL NOTES APPROVED ' L _ 1.All work shalll conform to the requirements of the Residential Code of New York FOR MAXIM 1F ��""""" State,Count and Town De g y Company q � I3s'DROO�rtE PLfJivlf3�R CERTIFICATION Y Department Regulations,Utilit Com an requirements EXP)R 7S r and best trade{practices. =.' HRcE �'EARS F ON LEAD CONTENT BEFORE 2.Before commencing work,the Contractor shall file all documents required by fRTIFICATE OF OCCUPANCY the Building Department,pay all fees required by local agencies and obtain all FROM DATE OFAPPROVAL required permits. R 3.The Contractor shall visit the site and verify all dimensions and the existing t Mq/N OLDER USED IN WATER conditions affecting the work prior to construction.Any discrepancies which would T preclude satisfactory completion of the work described herein shall be reported I R�qO -,UPPL Y SYSTEM CANNOT to the architect or property owner.Do not start work until such conditions have 4 INGS EXCEED 2/10 OF 1% LEAD. been examined and a course of action mutually agreed upon.Failure to notify the DWELL W/PUBLIC WATER \ owner or architect of unsatisfactory conditions will be construed as an acceptance DWELLINGS 150' LANG N/F of the conditions to properly perform the required work. w/PUB 500 WATER S+ 780 OF 4.All work is to conform to the drawings and specifications of the architect and �� engineer consultants. 8' y 40 E JEREMY ARMSTRONG 5.The Contractor is to maintain a complete and up-to-date set of plans on the job r PROPOSED MARIA RIVERA C� site at all times. PLUMBING6.The drawings;are not to be scaled under any circumstances. 7.It shall be the Contractor's responsibility to ascertain all prevailing procedures 1 STY ADDITION S.F. -� including storage and toilet facilities,protection of existing work to remain,access o p EL 21.1 2ND(FFL 19.1)51 &WATER LINES NEED � to work area,holurs of permitted work,availability of water and electric ower,and 1ST FL 512 S. � � 2ND FL 512 S.F. EXISTING SANITARY SYSTEM •- ALL PLUMBING WAST P Y TESTING BEFORE COVERING 1G all other conditions and restrictions for this particular location in order to execute O EARTH BERM TO BE ABANDONED AND BACK �-- the work in a carreful and orderly manner with the least disturbance to the public. O AND EVERGREENS FILLED WITH CLEAN COARSE SANG. I ��GENERALLY ALONG EL ,7.4 1270 - EXISTING SOUTH ELEVATION necessary g �.. = LINE. ,� �� you, i 8.The Contractor shall make the necessa arrangements to utilities and services Z w TO BE ABANNN 280.0 s ej - - temporarily discronnected while performing the work as required. ,y rn 0 i PROPOSED PIHOTO: NTS \' 9.The Contractor shall provide all dimensions and cutouts for other trades. 0 O O PORTION OF EXISTING MON a 4 BEDROOM ®C CJ U PAI V CY ®I� 10.The Contracttor shall provide proper shoring and bracing for all remaining Z W /DRIVEWAY TO BE REMOVE ;0 EL 16.0 '� I SANITARY SYSTEM p P i p 9 9 ,tt �SEo � I 1,000 GAL S.T.. structure prior to)removal of existing structure. m 11.Plumbing,ellectrical,HVAC and similar work shall be performed b licensed ^ ,�, 2 8'DIAx6'DEEP L.P. P Y ' w USE IS UNLAWFUL g, O 38.0' /B � �f^�� I xP O � I persons who shall arrange for and obtain all required inspections.The General z 1f) `��'� 01NQ O j� i Contractor shall be responsible for scheduling all other inspections as required. WITH�J VT C ESTI FI CA E 12.The Contractor is solely responsible for construction safety and shall hold the owner and archittect harmless from litigation arising out of the Contractor's failure I ni ' II ��l~ ?6-yr v L.P. m EL 16.1 O 9 9 a o0 0 F OCCUPANCY to provide constrruction safety means and methods. J O O CONC. SLAB / ��' '�`. EL 17.8 y`o Ut I O TO BE REMOVED t�a f ��Y�. O L.P. ;ca O �' '�' ?4. 1 a `' e 0 EL Uf��0 40.6' ' EL 17.7 30.1'- DWELLINGS Z I Z c p�,p �r.. t EL 19:1 g R� b FI 678 SF m ! n W/PUBLIC WATER EL 20.5 tJs ROOF 1 678;S.K; 150' 40.0' , ; L, +0.6 ! o In Z rl RETAIN PRO ° L 1z7 Eo co ,t- PURSUANT TOCHAPTER 236 CONSTRUCTION EL t8 Q aRp I Y CONSTRUCTION NOTES N 780 o it : Ayo � \ EL 17P0jSED WATER LINE O_ . �'` F THE TOWN CODE. 18 40 lAr ION ti _ A. 1.All footings shall rest on undistrubed soil at a minimum of 36"below fin.grade. ss S EL 15.5 i II'^ 2.Poured concriete shall have a minimum psi of 2800 at 28 days unless noted. ASPHALT ORIyEMAY 3.Sill plates shall be preserved,treated wood and be installed above a 16 oz. copper termite shield. 4.Shingle siding)shall conform to ASTM D 3679 and be installed in accordance DWELLINGS W/PUBLIC WATER 200.00 9sw j with the New York State Building Code and manufacturer's specifications. LAND N/F IS N I 5.Pilings shall be installed by a licensed contractor to a depth bearing agreed upon by an engineer and certificates shall be issued stating same. 6.Foundation designed for a soil bearing capacity of 2 TSF and grade less ELIZABETH P. WEISS EL 1 Of (�UP•• than 5%.All fill beneath concrete slabs to be compacted to 95%relative density. 8 " W j 7.Unless otherwise noted all framing and structural wood components shall K K!. be#2 or better Douglas Fir. ELEV. 16.1 W: 8.All framing techniques and methods shall be as prescriptive design based on BROWN I AF&P Wood Frame Construction Manual for One and Two Family Dwellings OL DY LOAM 0'S, 1270 - EXISTING WEST ELEVATI ON 9.All building(WFCM)or senvel pe components shall comply with Chapter 6 of the Energy ecified in R301.2.1.1. cf Conservation Cade of the State of New York. SM BROWN 4 4 PHOTO:NTS 10.Fireblockin shall be provided in all wood frame construction in accordance with NYS Code fR 602.8 to form an effective fire barrier between stories and GAMY SAND 2.3� - 9 s ... ♦" between the top story and roof space. 11.Protective panels shall be provided for glazed openings in accordance with NYS Code R 3011.2.1.2 if they are required. BROWN 12.Provide flashing at all roof breaks,exterior doors,windows,decks,etc. MEDIUM 13.All window arnd exterior door headers to be(2)2x8 unless noted otherwise. TO 14.All interior wall partitions to be typical:2x4 @ 16"O.C.with standard GWB; COARSE or 2x6 @ 16"OXC.with standard GWB for walls with plumbing,as drawn. SP 15.All floors throughout to be 1x7 wood plank unless noted otherwise. 11.9' 16.All portions otf the new structure are designed to comply with local geographic N and climate criterria as specified in the following table. GRAVEL HIGHEST EXPECTED Awlsk WATER IN GROUND WATER SW SAND EL 1.4 & 2.3' GRAVEL --17' GEOGRAPHIC AND CLIMATE DESIGN CRITERIA 11-08-16 GROUND SNOVW LOAD 45 PSI WIND SPEED 120 MPH K. WOYCHUK LS SEISMIC DESIGIN CATEGORY B WEATHERING SEVERE NAVD88FROST LINE DEfPTH 36" AREA: 17,632.88 S.F. OR 0.40 ACRES ELEVATION DATUM: ------------------------ = -.._.. _v_ .. -,. - .. TERMITE THREP4T MODERATE TO HEAVY DECAY SLIGHT TO MODERATE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY WINTER DES TEMP. 11 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN FLOOD HAZARD) AS NOTED ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE , NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY PROPOSED: 1,/31/17 SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JAMES M. BRODSKY; REVISED:2/14/17 REVISED:2/261/17 MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY; 1270 - EXISTING EAST ELEVATIONREVISED:3/15/17 FILED: 2 PHOTO: NTS SITUATED AT: CUTHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 16-153 SCALE: 1 "=30' DATE:: SEPT. 8, 2016 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk 3 1270 - EXISTING NORTH ELK/ATION PHOTO: NTS aP' . CONTACT INFORMATION a6 o 1270 - SURVEY JIM M IEST, OWNER (631)876-5319 {�1�'�"� .�'. ADAM W/EST,BUILDER (631)764-1886 1 y >l HUCK HIIRSCH,DRAFTSPERSON (646)416-4096 IMAGE: NTS ,ct1 f' �t, LOU SCFHWARTZ,ENGINEER (631)839-4824 , � � C`� `s3 1 qYl. �.� OTS 006-...� ' A-001 L� 30'-4" NEW(2)2x12 HIP RIDGE NEW (2) 1 3/4"x 11 7/8" LVL HEADER NEW (2) 1 3/4"x 11 7/8" LVL HEADER BACK STOOP NEW (2) 1 3/4"x 9 1/2""LVL HEADER 15'-10 1/4" 14'-2 3/4" 7'-7" 7'-7" -- H -- --- -- _ 7'-7" 16'-0 1/2" 5'-6 1/2" O / NEW 2x10 ROOF RAFTERS @ 1 C° - U - _ - O 15'-211/8" Olo U) - --- f=- rn rn rn LU -CID Cn IIII - NE 2x12 RIDGE N -- - OD LL O O PROPOSED NEW(3) 1 3/4"x 14" LVL A A PROPOSED A o /// _ IY KITC EN FLUSH BEAM d BEDROOM 4 SUITE -- o ilil00 -- x I� zNEW 2x10 CEILING JOISTS @ 1 " O.C. _ - - ���� 6 5/8" ° NEW 2x8 ROOF RAFTERS @ 16" O.C. LLZ;u NEW(2) 1 3/4"x 11 7/8"LVL IIII DROPPED HEADER I�I� NEW (2)2x6 STUD LEDGE C.,� - —_- ----- --- I!I! N --- ---�!- =-=6'-9 1/4" __6'-9 1/4" 1270 SKUNK LANE Oo - -----= TYPICAL INT. WALL CONSTRUCTION _ _ 5'-7 1/4"STUDS @ 16" O.C. C) - ------------ ----------- CUTCHOGUE, NY 11935 A LO - — - o °O PACK OUT WALL 3" WITH6 2" GWB BOTH S DES PROPOSED v U U �- LO SIDE STOOP N 5-0 1/4 - - o o SCTM# 1000-97-3-13.1 I�`� c i 000 EN SUITE ce) 1'-11 1/4" N _ N NEW (2) 1 3/4"x 11 7/8" LVL M CLOSET (0 co pp (TILE FLOOR) I� , 0 3'-11 1/4" ;� I; DROPPED HEADER bo PROPOSE _ "v @� 11'-3 3/4" @ PROPOSED - i EN SUITE MUDROOM '� ' (TILE FLOOR) 00 �I I _ BAT(TILE RoOoOM 5'-3 3/4" cn LU TYPICAL INT. WALL CONSTRUCTION PROPOSED _ '' I' PROPOSED 00 - 0 _ � i :- - .-HALL CLOSET- i I� FAMILY ROOM LL 2X4 STUDS @ 16" O.C. � _ �� �� rn 1 -11 1/4 WITH 1/2" GWB BOTH SIDES 5'-7 1/4" A z LL ou CV p � � �� �� O - W O PROPOSED V 13'-6 1/2" O PACK OUT WALL 3" HALL 0 �_ _ 5-3 3/4 EXTENSION ° x x 00 WINDOWS and DOORS -ti- 5'-0 1/4" NEW 2x8 FLOOR JOISTS @ 12" O.C. N N PR POSED ' ' - QO PROPOSED EXISTING I I i14 TYPICAL INT, WALL CONSTRUCTION - W w C? =_-= LAUND Y ROOM I I 6'-9 1/4" 6'-9 1/4" � O HALL BATHR OM z Z Andersen R.O. 32"w x 53 3/8"h BILCO = __- PROPOSED 2X4 STUDS @ 16" O.C. o O CX145 U-VALUE:0.29 LID _ ' ' QO 'n -- casement window SHGC:0.31 1/2 BATH--,, WITH 1/2" GWB BOTH SIDES c� iO M - -' r-- _. -- _ I --_-.,_ __.__-- -- __r O Andersen R.O. 21"w x 41 3/8"h �--_ `� i i - -- _ 6'-9 1/4" 6'-9 1/41' ___1 ( )1�1B CN135 U-VALUE:0.29 �' � ,t,1ASE TYPICAL INT. WALL CONSTRUCTION ' ' 3'-8 1/2" casement window SHGC:0.31 _._ -- NEW 2x12 RIDGE Andersen R.O. 17"w x 41 3/8"h 2X6 STUDS @ 16" O.C. ______ -.= N 00 _.-. _.._.__ _ M © CR135 U-VALUE:0.29 WITH 1/2" GWB BOTH SIDES 6'-0 3/4" 5'-3 3/4" LO casement window SHGC:0.31 � A bo REMOVE EXISTING CHIMNEY 00 Andersen R.O. 72 3/8"w x 48 1/2"h REMOVE EXISTING PORCH ao 0 P6035 U-VALUE:0.27 00 picture window SHGC:0.34 COLUMNS, SLAB, FOUNDATION d � Andersen R.O. 72 3!8"w x 24 5/8"h O A61 U-VALUE:0.29 A EXISTING A A ch EXISTING EXISTING awning window SHGC:0.31 DINING ROOM L9 BEDROOM 2 HALL Therma Tru R.O. 32"w x 70"h 0 S140 U-VALUE:0.30 - - -- 15'-2" 3'-6" ch hinged door SHGC:0.16 °Q Andersen R.O. 72"w x 83"h © FW060611PALR U-VALUE:0.30 11 4 1/2 hinged patio doors SHGC:0.24 00 LO Andersen R.O. 72"w x 83"h O FWG60611R U-VALUE:0.30 - V gliding doors SHGC:0.26 0 - 0 --- 3'-7 1/4" o _ - - — - I NOTE:ALL WINDOWS ARE EGRESS WINDOWS N r 00 N i CV EXCEPT FOR B C AND D r a0 00 O N 00 -_ 3'-11/4" EXISTING - EXISTING STAIRS - —_- ___- EXISTING EXISTING LIVING ROOM —- EXISTING A —_- __=A BEDROOM 1 00 KEY -- o NEW(3) 1 3/4"x 7 1/4" LVL - III FLUSH BEAM = - --------------- EXISTING WALLS a\0 I!I, _- -=_ -0�0 ----------------- TO BE REMOVED -------- -__ 11 -4 1/2" -{-- 04 IIII is - ----N too NEW WALLS J TO BE ADDED IIII I I 7'-7' co NEW HEADERS GIRDERS,BEAMS ----------- - TO BE ADDED 0 WINDOW/DOOR TAG NEW(2) 1 3/4"x 9 1/2" LVL HEADER --- __--- 4 - _ ' - INSULATION PROPOSE D 16'-4" EXISTING PORCH I _ PORCH ROOF O EXISTING POST i I I -------=--=--------- ------ ---�- -- I CONTACT INFORMATION JIM BRODSKY,OWNER (631)876-5319 f., ADAM WEST,BUILDER (631)764-1886 0 - 1ST FLOOR 1270 - 2ND FLOOR + , Scale: 1/4" = 1'-0" Scale: 1/4" = 1'_0 t M, HOCK HIRSCH,DRAFTSPERSON (646)416-4096 &127 2 (t '-` `� G'o LOU SCHWARTZ,ENGINEER (631)839-4824 y \O A- 101 TYPICAL NEW ROOF CONSTRUCTION NEW STANDING METAL SEAM, COLOR TBS 30#BUILDING FELT (2 LAYERS), 5/8" PLYWOOD SHEATHING 2X8 ROOF RAFTERS @ 16" O.C., R-40 INSULATION 30'-1" - I I I w _ II N a i NEW 2x8 FLOOR JOISTS @ 16" O.C. i o _ NEW(3) 1 3/4"x 11 7/8" LDER PROPOSED VL GIR - FOUNDATION TYPICAL NEW ROOF CONSTRUCTION ARCH. GRADE ASPHALT SHINGLES -- 30#BUILDING FELT, 5/8" PLYWOOD SHEATHING ( - 2X10 ROOF RAFTERS @ 16"O.C., R-40 INSULATION 12 I NEW 8"TH. P.C. FOUNDATION WALL T-7 1/4" I T-7 1/8" I 6-10 5/8" I 6'-8" ON 8x16 P.C. CONTINUOUS FOOTING SLOPE MIN. 36" BELOW GRADE NEW 10" TH. PROPOSED ADDITION ROOF 24x24 FOOTING o EXISTING ROOF NEW TERMITE SHIELD (ENTIRE NEW FOUNDATION WALL) I NEW 3 1/2" DIAM. // / co LALLY COLUMN ruj a j 0 EXISTING 2x6 FLOOR JOISTS @-1-10.C. r EXISTING CMU 8" FOUNDATION WALL � NEW 2"TH. P.C. DUST SLAB I 6 MIL PLASTIC VAPOR BARRIER ww. N Lu ON COMPACTED FILL l o REMOVE EXISTING CHIMNEYco l� d 14'-0" ' Z a a REMOVE EXISTING WELL PUMP PROPOSED ADDITION ROOF REMOVE EXISTING CHIMNEY RESURFACE EXISTING ROOF NEW ARCH. GRADE ASPHALT SHINGLES (I ; 30# BUILDING FELT, R-40 INSULATION r NEWREMOVE EXISTING OIL BURNER WATER NEW 2x12 LAYOVER VALLEY HEATER NEW - -- - 1270 SKUNK LANE GAS FURNACE , REMOVE EXISTING OIL TANK CUTCHOGUE, NY 11935 SCTM# 1000-97-3-13.1 NEW 4"TH. P.C. SLAB — - 6x6 10/10 WELDED WIRE MESH j 30 MIL POLY VAPOR BARRIER RESURFACE EXISTING PORCH ROOF ON COMPACTED FILL NEW STANDING METAL SEAM, COLOR TBS - — - -_- ---_ 12 12 8F 8 J EXISTING KEY ILL ---- SLOPE SLOPE STAIRS EXISTING WALLS p I _ I ----------------- TO BE REMOVED — - - - - - NEW WALLS ? -- TO BE ADDED I I:. EXISTING W - ------_—_—_ NEW HEADERS, BASEMENT GIRDERS,BEAMS TO BE ADDED �I I ELECTRIC - -- O WINDOW/DOOR TA( - PANEL -- - INSULATION 16'-1" O EXISTING POST 1270 7- F OUNDATION - Scale: 1/4 - 1 -0 F , - " �}. CONTACT INFORMATION -, JIM BRODSKY,OWNER (631)876-5319 O> ADAM WEST,BUILDER .g+ 7006- ` HUCK HIRSCH, DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 ' uauwuat"` �,G 0127 0 - ROOF Scale: 1/4" - 1'-0" A- 1 0 2 1 1 A I -- - -- — io 2 I i i i 00 rG) @G) -T I � M C? — CD- io - Ll I --------------------------------------- .--------------'------------"-------- 1 I I M I I II I F------------------"'------ ----------- I - ------------------- -------------`_ ------------"-"---------------------------- I I I I I I I I I I 1 1 I I I I 1 I I I 1 1 I I 1 I I I I I I I ------------------------------------------------ ---------------------------------------------------------------------------------------------------------------------- 1270 - EAST ELEVATION 2 1270 - NORTH ELEVATION 1 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" 1 A A A OA Oq 2 I I' AF -- - - i : - -- - B BCD - - ---— ----- — 3 ioI I' 1 I _______ _..________________________ u______________-------- ___-___-{ I I I I I 1 I I I i I I I I I I I _________________________________________________________________________________________________________________ ----------------------------------------- 4 1270 - S�PUJTHELEVATION � , �1270 �1��S��LEVATION Scale:Scale: 1/4 = -01. 3 f. tip, o WINDOWS and DOORS SIDING and ROOFING 1270 SKUNK LAN E CONTACT INFORMATION O Andersen casement window © Andersen casement window O Andersen awning window © Andersen hinged patio doors O ARCHITECTURE GRADE ASPHALT SHINGLES,COLOR TBS CUTCHOGUE, NY 11935 CX145 R.O. 32"w x 53 3/8"h CR135 R.O. 17"w x 41 3/8"h A61 R.O. 72 3/8"w x 24 5/8"h FW060611PALR R.O. 72"w x 83"h A-201 JIM BRODSKY,OWNER (631)876-5319 ADAM WEST,BUILDER (631)764-1886 O STANDING METAL SEAM ROOFING,COLOR TBS SCTM# 1000-97-3-13.1 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 O Andersen casement windowO Andersen picture window 0 Therma Tru hinged door O Andersen gliding doors LOU SCHWARTZ,ENGINEER (631)839-4824 B CN135 R.O. 21"w x 41 3/8"h P6035 R.O. 72 3/8"w x 48 1/2"h S140 R.O. 32"w x 70"h FWG60611R R.O. 72"w x 83"h OHardiePlank LAP SIDING SMOOTH 7"EXPOSURE ARCTIC WHITE NEW 2x8 FLOOR JOISTS @ 16" O.C. I CV N i (O r iv TYPICAL NEW ROOF CONSTRUCTION ARCH. GRADE ASPHALT SHINGLES c� RESURFACE EXISTING ROOF 30#BUILDING FELT, 5/8" PLYWOOD SHEATHING N NEW 1x4 WOOD DECKING NEW ARCH. GRADE ASPHALT SHINGLES 2X10 ROOF RAFTERS @ 16" O.C., R-40 INSULATION 30#BUILDING FELT, R-40 INSULATION 16-2 1/2" ® EXISTING AND ADDITIONAL NEW r� 2x8 CEILING JOISTS @ 16" O.C. ri cn r � r O - NEW(3)2x10 HIP JOIST r O p O = TYPICAL INT.WALL CONSTRUCTION A i `r 2X4 STUDS @ 16" O.C. r N VNITH 1/2" GWB BOTH SIDES rr NEW 6x6 WOOD COLUMN r w r Z 93 Lj NEW 2x8 FLOOR JOISTS @ 12"O.C. EXISTING 2x8 FLOOR JOISTS @ 16"O.C. 24'-2 1/2" TYPICAL EXT. WALL CONSTRUCTION HardiePlank SIDING, 15#BUILDING FELT TYPICAL INT.WALL CONSTRUCTION 1/2" PLYWOOD SHEATHING, R-21 INSULATION 2x6 STUDS @ 16"O.C. 2x6 STUDS @ 16"O.C., INT. 1/2"GWB 1270 - PORCH PLAN WITH 1/2"GWB BOTH SIDES 2 Scale: 1/4" = 1'-0" co NEW 3/4' PLYWOOD SUB-FLOOR I EXISTING 2x6 FLOOR JOISTS @ 16"O.C. NEW 2x8 FLOOR JOISTS @ 16" O.C. NEW 2X6 SILL PLATE NEW 4'x SIDE STOOP _ OVER TERMITE SHIELD WITH (ONE 12" STEP MATERIALS TBS - OVER SILL SEAL NEW 8"TH. P.C. FOUNDATION WALL EXISTING 8" CMU NEW R-30 INSULATION SET ON 8X16 P.C. CONTINUOUS FOOTING FOUNDATION WALL (THROUGHOUT) MIN. 36" BELOW GRADE NEW 2'P.C. DUST SLAB ON COMPACTED FILL NEW 4'TH. P.C. SLAB ON COMPACTED FILL RESURFACE EXISTING PORCH ROOF with NEW STANDING METAL SEAM &127 0 - SECTION Scale: 1/4" = 1'-0" / NEW 6x6 WOOD COLUMN NEW 2x8 LEDGER 1270 SKUNK LANE -_- NEW 2x8 LEDGER — NEW 6x6 POST CUTCHOGUE, NY 11935 (BOLTED TO HOUSE) — — 10, SCTM# 1000-97-3-13.1 NEW 8" DIAM. SONOTUBE NEW 1x8 SKIRT BOARD ——————— ———— ------------ .. C� �. SINGLE PORCH STEP NEW 24x24x10 FOOTING , A ,� .0 MIN. 36" BELOW GRADE CONTACT INF ORMATION NEW(2)2x8 GIRDERS � -"1 �.''•-�', ` JIM BRODSKY,OWNER (631)876-5319 ADAM WEST,BUILDER (631)764-1886 HUCK HIRSCH,DRAFTSPERSON (646)416-4096 -Lt I JOAN CHAMBERS,CONSULTANT (631)294-4241 &S127p - PORCH 3D cale: 1/4" _ 1 1'-0" A-301 GIRDER AS SPECIFIED / OCKING PER NUFACTURES SPEC. Joint Description �( m oni l Sizes- MAcommon U.O.N. Nail Spacing / JOIST AS SPECIFIED - -.-FRAMING METAL HANGER PER • Rafter to Top Plate(Toe-nailed) 3-8d per rafter MANUFACTURES SPEC. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap 4"VENT THRU ROOF 4"WENT THRU ROOF Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap 1 Typical Joist Hanger Collar Rafter cking to Rafte B or(Toe-na led)d) 2-8d each end Not To Scale Rim Board to Rafter(End-nailed) 2-16d each end ROOF WALL FRAMING RAFTER Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot Top Plates at Intersections(Face-nailed) 4- 16d joints-each side (1)SIMPSON H2A STRAP PER EN SUITE _ z '-"— HALL Stud to Stud(Face-nailed) 2- 16d 24"o.c. RAFTER w/(12)8d COMMON NAILS -z —-r— - I ——_ Header to Header(Face-nailed) 16d 16"o.c. along edges BATHROOM _ —T————T I I BATHROOM WALL PLATES I ++12 I 4" In I a" 2' I I Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud STUD WALL I I I a I 1 I 2-16d per 2x6 stud LAW LAV2 I LAV 2- 16d per 2x8 stud W.C. I W.C. TUBBottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking 2- 16d 1'2 per foot Rafter/Plate/Stud Connection I (Face-nailed) 2 Not TO Scale 2ND FLOOR „2 „z SHOWER 3• _` z' '' / FLOOR FRAMING�3, Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end __ Blocking to Joist(Toe-nailed) 2-8d each end KITCHEN 'z"� I LAUNDRY and -z"-—T _,_-T— Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block —T— I I HALF BATHROOM WALL STUD r I I I Ledger Strip to Beam(Face-nailed) 3- 16d each joist ,12• 4" i ,12• y 4" 7 2. 2• 1 I Joist on Ledger to Beam(Toe-nailed) 3-8d per joist i I I I I Band Joist to Joist(End-nailed) 3- 16d 1 per joist SINK1 SINK2 LAV Band Joist to Sill or Top Plate(Toe-nailed) 2-16d per foot DW W/D W,C f ROOF SHEATHING FLOOR JOIST 1ST FLOOR Structural Panels 8d SEE NAILING SCHEDULE C.O. ( 112• Y 7,2• 4" 2. 3' p. 4" Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support ...CONNECT TO APPROVED SANITARY SYSTEM 1"x 10"or wider 3-8d per support WALL STUD 4" MAIN SLOPE:1/4" PER TASTE E CEILING SHEATHING 1 (1)CS18 METAL HOUSE TRAP STRAP PER STUD Gypsum Wallboard 5d 7"edge/10"field w/(8)8D COMMON - - - - - - - ' - - -- - -- NAILS PER END 1270 - PLUMBING RISER DIAGRAM 9 WALL SHEATHING DIAGRAM: NTS Structural Panels 8d (see table 3.9) Fiberboard Panels 3 Stud Straps @ Second Floor Box 7/16" 6d 3"edge 16"field Not To Scale 25/32" 8d 3"edge/6"field Gypsum Wallboard 5d 7"edge/10"field Hardboard 8d (see table 3.9) Particleboard Panels 8d (see table 3.9) Diagonal Board Sheathing cog CARRIAGE BOLTS 1"x 6"or 1"x 8" 2-8d per support (2)2X GIRDER ' 1"x 10"or wider 3-8d per support - -- - - FLOOR SHEATHING Structural Panels WOOD POST 1"or less 8d 6"edge/12"field •• POST ANCHOR greater than 1" 10d 6"edge/6"field !, Diagonal Board Sheathing 1"x 6"or 1"x 8" 2-8d per support CONCRETE PIER 1"x 10"or wider I 3-8d - per support _ 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is • J - nailed 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load Deck Railing/Post Anchor ;path. 4 ;;.` 2 When wall sheathing is continuous over connected members ,the tabulated number of nails shall be Not To Scale permitted to be reduced to 1 -16d nail per foot. •S (1)CS18 METAL STRAP CS18 METAL PER STUD w/(8)8D ° STRAPS w/(8)8D COMMON NAILS PER 12" COMMON NAILS END LENGTH ° (1)CS18 METAL PER 12"END STRAP PER STUD w/(8)8D COMMON kFAWN NAILS PER END BLOCKING ° RIDGE BEAM ANCHOR BOLTS , 5 Rafter Straps II Not To Scale t`D WOOD BEAM MASONRY WALL ANCHOR BOLT 4'O.C. (TYPICAL) ° STEEL PLATE ° 12"FROM CORNER a 1270 SKUNK LANE s STEEL COLUMN CUTCHOGUE, NY 11935 ° 8 First Floor & Sill Anchors Not To Scale SCTM# 1000-97-3-13.1 -- --- Header & Post Tie Downs r - STEEL COLUMN 7 Not To Scale ° - STEEL PLATE I ;. I I I °� CONTACT INFORMATION �' CONCRETE PIER LJ JIM BRODSKY,OWNER (631)876-5319 ADAPA WEST,BUILDER ,�...-•�-�,„, (631)764-1886 F v -G• �C41 HUCIK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 6 Porch Beam/Column Anchor Not To Scale l\ u+ •`•,�� ..;.'..ate-'„'s�J'-cd �i•M `Y. � I A-401 N 00 It MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, M COLOR TO BE SELECTED BY OWNER 00 30#BLDG FELT M Wood Backer Strip 1x or 1/2"Plywood 1/2"CDX PLYWOOD SHEATHIN Nailed in Place Before Exterior Sheathing Applied ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1CLEAR SPACE FOR VENTING OF INSULATION " R-30 BATT INSULATION 2 x 4 Wall Studs CEILING JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) - - - - - - - 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN Wall Insulation EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED ALUMINUM GUTTERS AND LEADERS- I OR GASKETED TO PLATE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED 2-2"x4"TOP PLAT OR GASKETED TO TOP PLATE CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL I ZONE U-FACTOR b LI-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE C FIRESTOPPING (ALL WALLS FLOORS AND "GYPSUM B PER CODE. _ SHGC b,e WALL R-VALUE i R-VALUE WALL 1 E GYPSUM BOARD ER I R-VALUE R-VALUE TYVEK OR EQUAL VAPOR BARRIER CLADDING 1/2 EXTERIOR PLYWOOD SHEATHING TAPED OR SEALED JOINTS 4 EXCEPT MARINE 0.35 0.55 0.40 49 13+5S h 8/13 19 10/13 10,2 ft. 10/13 SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING 13 1" RIGID INSULATION R-5 2"x4" WALL STUDS @16" O.C. FOR SI: 1 FOOT=304.8 mm R-15 BATT INULATIO 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,THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN EXTERIOR SHEATHING CAULKED, GLUED OR CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. 'W C. "15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL."15/19"SHALL BE PERMITTED TO BE MET WITH R-13 2x4 BASE PLATE I GASKETED TO BOTTOM PLATE 0o CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."'!0/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1 1/4"X 20 GAGE STEEL STRAP (4) 8d COMMON NAILS IN EACH END AS PER I FINISHED FL -VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED TYPICAL FLOOR CONSTRUCTION: TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL d. R 5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R SLABS. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO QO Z e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. CORNER BLOCKING DETAIL - 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. �+ SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE I. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. INSULATED WALL DETAILS SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO I W BE FASTENED AS PER SIMPSONS RECOMENDATIONS. EXTERIOR SHEATHING CAULKED, Q to 2 2"x4"TOP GLUED OR GASKETED TO TOP PLATE ,_, >, I ¢ FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) TAPED OR SEALANT OVER JOINT IN I EXTERIOR SHEATHING AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31/2' (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO / BE WRAPPED UNDER WOOD SILL. [� z I ¢ Chose Compliance Method 2'W"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED a SIMPSON LTP4Z @ 16"O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESCHECK Analysis (Attached) BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION,: 2 x Material Hdr z (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS O DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER) ANCHORED TO CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCH BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM r„ Energy Conservation Notes *NOTE: 7" EMBEDMENT (NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, 0 Air Barrier Criteria COPPER TERMITE GLUED OR GASKETED TO SILL PLATE rT, 1. A continuous air barrier sholled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER w E-+ 2. The exterior thermal envelope contains a continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET Z Z w �Z) 11/2„ R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. 3. Breaks or joints int he barrier shall be sealed. 9 10--1 W Z D 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation I NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) F-i QI �T. Mechanical System Notes Q 0 and any air gaps in the air barrier shall be sealed. #5 REINFORCING RODS TOP AND BOTTOM. F-I 10-1 5. Access openings, dropdown stairs or knee wall doors to unconditioned attic 1. At least one thermostat shall be provided for each seperate heating and cooling system. 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 E--I z space shall be shall be sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either 2 x Header Detail W.W.M.OVER 6 MIL. POLY VAPOR BARRIER 6. The junction of the foundation and sill plate shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1' 112" EXPANSION JOINT FILLE 7. The junction of the top plate and the top ofexterior walls shall be sealed. 3. Ducts shall be pressure tested to determine air leakage by one of the following methods V-4"x 8" DEEP CONCRETE FOOTING W/KEY 8. Knee walls shall be sealed A. Rough-In Test WAY AND(3)#5 STEEL REINFORCING RODS. 9. The space between windows/door jams and framing and skylights and framing B. Post Construction Test UNDISTURBED SOIL shall be sealed. 4. Building framing cavities shall not be used as ductsor plenums. 10. Rim joistsshall include the air barrier. S. Mechanical system piping capole of carrying fluids above 105° F or below 55° F shall be insulated n O to a minimum of R-3. 11. The air barrier shall be installed at any exposed edge of insulation. Q N 6. The building shall be provided with ventilation that meets the requirements of the International 12. Exposed earth in unvented crawl spaces shall be covered with a Class 1 r--I vapor retarder with overlapping joints taped. Residential Code or International Mechanical Code as applicable, or with other approved means N of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that TYPICAL WALL SECTION AND FLOW RETARDER DETAIL13. Duct shafts, utility penetrations and flue shafts opening to exterior or pq close when the ventilation system is not operating. SCALE: 3/4"=V-0" unconditioned space shall be sealed. W z 14. Air sealing shall be provided between the garage and conditioned spaces. O 15. Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. The project plans have bben designed in accordance with the 2015 a" 16. The air barrier installed at exterior walls adjacent to showers and tubs shall International Energy Conservation Code (IECC) and the 2016 SAME FOR FLOOR ABOVE U U seperate them from the showers and tubs. 2016 Supplement to the New York State Energy Conservation w 17. The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table Q air sealed boxes shall be used. Construction Code U U Fenestration 18. HVAC register boots, that penetrate building thermal envelope shall be Manufacturer Type UA SHGC sealed to the subfloor or drywall. Window Andersen Case .29 .31 19. When required to be sealed, concealed fire sprinklers shall only be sealed in a Andersen Picture .30 .27 manner that is recommended by the manufacturer. Caulking or other adhesive Door Thermo Tru Ext Entry .30 .16 CONTINUOUS BEAD OF sealants shall not be used to fill voids between fire sprinkler cover plates and Andersen Slider .30 .26 SEALANT walls or ceilings. 20. The thermal air barrier shall be constructed to limit air leakage in accordance Mechanical Systems SEACONTINUOUS BEAD OF ANT with Sections R402.4.1 through R402.4.6 Air Conditioning None CONTINUOUS MINIMAL Heating Hot Water Baseboard EXPANDING FOAM AT Insulation WINDOW PERIMETER 1, Air permeable insulation shall not be used as a sealing material. Equipment Type WINDOW UNIT AS AIR � 0 2. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Air Conditioning None BARRIER 3. Cavities within corners and headers of frame walls shall be insulated byHeating Gas Fired Boiler CONTINUOUS MINIMAL W completely filling the cavity with a material having a thermal resistance of R-3 EXPANDING FOAM AT Ix per inch minimum. (See Detail) Insulation TI/pe R-Value WINDOW PERIMETER 4. Exterior thermal envelope insulation for framed walls shall be installed in Walls Fiberglass Batts 21 substantial contact and continuous alignment with the air barrier. Rigid Foam 3 CONTINUOUS BEAD OF J 5. Rim joists shall be insulated. Ceilings Fiberglass Batts 30 2 x 4 Sill 2 x 4 Posts SEALANT 6. Floor framing cavity insulation shall be installed to maintain permenant contact Floor/Foundation Fiberglass Batts 25 with the underside of subfloor decking, or floor framing cavity insulation shall be permitted to be in contact with the top side of sheathing or continous insulation installed on the underside of floor framing and extends from the CONTINUOUS BEAD OF F ADHESIVE � bottom to the top of all perimeter floor framing members. CONTINUOUS BEAD OF z A Q 3 Q 7. Where provided instead of floor insulation, insulation shall be permanently SEALANT a A c7 attached to the crowlspace walls. 8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by w v Q Q v SCALE: insulation that on installation readily conforms to the available cavity space. 1/2"Rigid Foam Insulation 1/4" if 9. Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. CONTINUOUS BEAD OF - A. \�G.SC w O of NEW 10. Batt Insulation shall be cut neatly to flit around wiring and plumbing in exterior SEALANT gpT�'P� walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, shall extend behind piping and wiring. FULL WIDTH OF MUDSILL = W 11. Exterior walls adjacent to showers and tubs shall be insulated. AIR SEALING GENERAL NOTE: FOUNDATION WALL AS `� - THESE DETAILS ARE SHOWN FOR TYPICAL AREAS AS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER �Fp 0 0A%06 �v� HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND .. aR FES�StaN�` CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE CONCRETE SLAB AS AIR �- BLOWER DOOR TEST. BARIER DWG. NAME: Corner post Insulation Detail MEP Rigid Foam NOTES DWG. NO.: AIR SEALING @ A - 601 EXTERIOR WALL PAGE 1 OF 2 N 00 It MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, c� COLOR TO BE SELECTED BY OWNER 00 CONTINUOUS BEAD OF INTERIOR 30#BLDG FELT c ADHESIVE CONDITIONE CONTINUOUS BEAD OF D SPACE ROOM ABOVE GARA E 1/2"CDX PLYWOOD SHEATHIN ... ROOF RAFTERS (SEE PLAN FOR TYPE, SIZE AND SPACING). SEALANT MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION t; CAVITY R-30 BATT INSULATION INSULATI C IT Y SU 10 CEILING JOISTS(SEE PLAN FOR TYPE, SIZE AND SPACING) - - - - - - - 11 ALAN CONTINUOUS BEA OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i ` EACH END AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED - WOOD FRAME F OR ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD OF SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED WOOD FRAME �LOOR SEALANT ASSEMBLY 2-2"x4"TOP PLAT I OR GASKETED TO TOP PLATE INSULATED D 1 1/2" RIGID INSULATION FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) AS PER CODE. 1/2"GYPSUM BOARD I ti. CONTINUOUS BEAD OF WALL TYVEK OR EQUAL VAPOR BARRIERCLA DING SEALANT SAME FOR FLOOR ABOVE —� GARAGE 1/2" EXTERIOR PLYWOOD SHEATHING TAPED OR SEALED JOINTS INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING 1" RIGID INSULATION R-5 SPACE 2"x4" WALL STUDS @16" O.C. R-15 BATT INULATIO `"" AIRSEALING @ UPPER EXTERIOR SHEATHING CAULKED, GLUED OR 2"x4"BASE PLATE I GASKETED TO BOTTOM PLATE 0 AIRSEALING @ UPPER CONTINUOUS BEAD OFFLOOR RIM JOIST 1 1/4"X 20 GAGE STEEL STRAP (4) 8d COMMON NAILS IN EACH END AS PER FINISHED FL TYPICAL FLOOR CONSTRUCTION: SEALANT TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL FLOOR RIM JOIST 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" oz CONTINUOUS BEAD OF C) W SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 94 SIMPSON LTP4 @ 16" O.C.FROM RIM JOIST TO PLATE.TO Wo�-+ CONTINUOUS MINIMAL BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, Q EXPANDING FOAM AT GLUED OR GASKETED TO TOP PLATE WINDOW PERIMETER 2-2"x4"TOP I � FIRESTOPPING ALL WALLS FLOORS AND CEILINGS) TAPED OR SEALANT OVER JOINT IN WINDOW UNIT AS AIR AS PER CODE. I EXTERIOR SHEATHING BARRIER 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH CONTINUOUS MINIMAL (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FORA I TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO WOOD FRAMING BE WRAPPED UNDER WOOD SILL. PER CONTINUOUS BEAD OF Z SEALANT MANUFACTURED RECESSED I Q MANUFACTURERS LIGHT ENCLOSURE 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED REQUIREMENTS SIMPSON LTP4Z @ 16"O.C.FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE 7 BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: SPECIFIED ATTIC INSULATION O CONTINUOUS BEAD OF ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS ADHESIVE DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION (� Qn w (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER) ANCHORED TO CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/5/8" DIA. HOT DIPPED GALVANIZED ANCH Q - - - - - - - - a BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C. MINIMUM 7" EMBEDMENT (NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, C) *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE rT, ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER w H DRYWALL EXPANDING FOAM SEALANT �� SILL GASKET U � 12 ON STUD, RAFTER FACE, ETC. Z INSULATED CEILING AT PERIMETER w EXTERIOR STUD CONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. O W Z F--1 WALL SEALANT SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) E"{ Q+ �1. CONTINUOUS SEAL SEALER, #5 REINFORCING RODS TOP AND BOTTOM. H INSTALL INTERIOR FULL WIDTH OF MUDSILL SHEATHING PRIOR TO 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 Q INSTALLATION OF PRE- FOUNDATION WALL ASAIR SEALING @ ATTIC W.W.M.OVER 6 MIL.POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER 1/2" EXPANSION JOINT FILLE O CONCRETE SLAB AS AIR RECESSED LIGHTING AY x D DEEP CONCRETE FOOTING RODS. PREFAB FIREPLACE BARTER WAY AND (3) #5 STEEL REINFORCING RODS. - - - - - - - ,�// 1�/I UNIT UNDISTURBED SOIL Isl M�-i un 0 O *NOTE: un O N SHADED COMPONANTS N P4 DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL pq RETARDER SYSTEM. AIR SEALING @ SPECIFIED ATTIC INSULATION SCALE: 3/4"=1'-0" o EXTERIOR WALL a o 1 1/2" RIGID INSULATION U W � A U FINISHED CEILING CONTINUOUS FINISHED CEILING BEADS OF ACCESS PANEL SEALANT TRIM OVERHANG 1;2" INT ACCESS PANEL TO FIT OPENING TO SUPPORT PANEL TIGHTLY ON FRAME AND CONTINUOUS SEAL SEALER, FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH AIR SEALING @ PRE- FAB0 FIREPLACE PLATFORM W PLUMBING CONTINUOUS BEAD OF 13 EXPANDED FOA PIPING TOP PLATES SEALANT � rn SEALANT � TOP PLATES Z A A 3 A EXPANDED FOAM a w Q � U A A I U SEALANT EXPANDED PROVIDE BLOCKI G AlSTUD SCALE: 401 FOAM CAVITY ALL SID S 1/4. = 1 SEALANT CONTINUOUS TUB UNIT / BEAD OF THIN-PROFILE WALL Y PIPING TNG SEALANT SHEATHING QA, G.SC 0,p ELECTRICAL cl o WIRE CONTINUOUS r w WALL STUDS BEAD OF L- IN llll4uuul-) 11 VIML- E ND l0 T �` W WALL STUDS SEALANT WI DOW RIME R s�`o �� 006•'` OD ME OR SEMB DWG. NAME: CONTINUOUS BEAD OF M E P SEALANT AIR SEALING @TOP PLATE DETAILS PLUMBING PENETRATION AIR SEALING @PLATE DWG. NO.: ELECTRICAL PENETRATION AIR SEALING BEHIND TUB A - 602 PAGE 2 OF 2