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o` � G Town of Southold 6/21/2018 30 P.O.Box 1179 � ? 53095 Main Rd Southold,New York 11971 r CERTIFICATE OF OCCUPANCY No: 39721 Date: 6/21/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1005 Harbor Ln., Cuthcogue SCTM#: 473889 Sec/Block/Lot: 97.-6-12.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/12/2018 pursuant to which Building Permit No. 42314 dated 1/22/2018 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 COVERED FRONT PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Pegno,David&Michelle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42314 06-07-2018 PLUMBERS CERTIFICATION DATED \Ai V A tho e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE V. • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42314 Date: 1/22/2018 Permission is hereby granted to: Pegno, David 38 Waldo Ln Manhasset, NY 11030 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1005 Harbor Ln., Cuthcogue SCTM # 473889 Sec/Block/Lot# 97.-6-12.4 Pursuant to application dated 1/12/2018 and approved by the Building Inspector. To expire on 7/24/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $422.00 CO - TO DLLIN $50.00 To 1: $472.00 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: I. 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 l Date. New Construction: Old or Pre-existing Building: (check one) JL / 4 Location of Property: �( U,� T!/-,- 6 r J A4 '�-- House No. I Street Ha et Owner or Owners of Property: pe S 110 Suffolk County Tax Map No 1000, Section t'7 Block D L4 Lot /c Subdivision Filed Map. Lot: Permit No. o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: I/ Request for: Temporary Certificate Final Certificate: (check one) r Fee Submitted: $ P Applicant Signature pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G y Fax(631)765-9502 P.O.Box 1179 Q '`O • �o roger.richert(&-town.Southold.ny.us Southold,NY 11971-0959 �ycouru�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pegno Address: 1005 Harbor Lane city-Cutchogue st: New York zip: 11935 Building Permit#: 42314 Section. 97 Block: 6 Lot: 12.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Devaney Electric License No: 4144-E SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 6 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect 200A Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Up Grade 200A Service From Overhead to Underground, Change Location of 3 A/C Condensers, 3-ARC Fault Circuit Breakers. Notes: 22 KW Standby Generater with 200A Auto Transfer Switch. Inspector Signature: - Date: June 7, 2018 0-Cert Electrical Compliance Form.xls 1 OE SO(/lyo �o 00UM'1,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F NDATION 1ST [ ] OUGH PLBG. [ FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAI (FINAL) REMARKS: n bd ofvv" I Ole l J Illi 5 DATE ANSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) REMARKS: DATE INSPECTOR OF SOUlyolo q�� * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) "[ ]�CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORz2 SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ rCAULKING CTRICAL (FINAL) CODE VIOLATION REMARKS: DATE _ INSPECTOR V/K"d,4 �o�a0 UTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oz �. d I+OVN s 0�/—v DATE INSPECTOR I 50UlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:. kT r c, Gx� �26 j � S✓ QKi -r=- GPtS� Y DATE Y $ INSPECTOR oe soulyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum� 765-1802 INSPECTION ( ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) (A-4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE J INSPECTOR • � • • CO MAO ------------------------------- /A � - . ,.1.,�'�7 ROUGH FRAMING& PLUMBING 14 MAIAD��r INSULATION PER N.Y-. ���'•'! : ADZ �. .�. �t �.► ! _ IRAN if _ _ ►�. � ,_1�, � 1`� I. �� - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 22 J Survey Southoldtownny.gov PERMITNO. ( — Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined ,20 D [E 0 Flood Permit DD Single&Separate Truss Identification Form JAN 1 2 2018 Storm-Water Assessment Form Contact: Approved ,20 Mail to: V`j K4?� Ll�_aey OLO Disapproved a/c OF S J / k Phone: 431- 76Y- 611S' Expiration 120 a Bui ing ns ctor APPLICATION FOR BUILDING P Date f , 20 INSTRUCTIONS a. This application MUST be completely 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 or 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 ode, a d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PI 4- �.� P:!! (As on t e tax roll or latest deed) If ap licant is a corporation, signature of duly authorized officer (Name and title of c rporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: o� t r tiJ G(,-/-G�v v House Number Street '_ ` '"``' 4y'•:"''1 Hamlet County Tax Map No. 1000 Section Lot 7 Subdivision Filed Map No. L•of 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition X, Alteration Repair Removal Demolition Other Work 7 +T-1 r17-1 r ryd r (D'scription) 4. Estimated Cost N-11 -(Tg4b'`e paid on filing this application) 5. If dw 'ng, number of dwelling units � --11 lNumber of dwelling units on each floor If garage, number of cars 3,i `= i il A4 6. If business, co mercial or mixed occupancy, specify.,nature_and exctent;of each type of use. 7. Dimensions of exi ting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same tructure with alterations-or additions: Front' Rear Depth Height Number of Stories 8. Dimensions of entire new onstruction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premise are situated 12. Does proposed construction violate any ning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Wi excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect ddress Phone No Name of Contractor A dress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fr hwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PE TS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances roperty lines. 17. If elevation at any point on property is at 10 feet or below, must provide top o aphical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY 017&[jq�j SS: 1—tidfi-d L (c being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontra t) above named, (S)He is the c--6/,.,/ (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 knowledge and belief; and that the wo k will be performed in the manner set forth in the application filed therewith. Sworn to before me this J a h day of 2010__� TRACEY L. DWYER JA" 4 NOTARY PUBLIC,STATE OF NEW YORK Notary Publ NO.01 DW6306900 Signature of A plicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20B ScoLL A. Russell SUPERVISOR MA\IAGIEMCJENT z SOUTHOLD TOWN HALL-P.O.Box 1179 u" 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�O �c3' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - - - -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) ` Yes No ❑Q-A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 9-13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[`�-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E61). Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑&9-E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑EA—F. 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, ignature,--contact-Information,-Date-&-County--Tax-Map-tliumber—Chapter-23&-does.not-appy to-;tour-pto v."f 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 Contracto,Other) S.C_T_M. ]000 Dale pe y District NAME: Section —Block LotOpp 61 LK— te„�,i r C) 1: RBU1LD1\ 1DE� G P=;i?T.*-1E I ►: O�iL`: .:,. Coria ¢7 ct Information: �.=1 a / ` `73 Reviewed By: �),it P UA — — — — — — — — — — — — — — — Date: Property Address / Location of' Construction Work — — — — — — — — — — — ve” — — — — Approved for promoing Building Permit. — — Stormwater Management Controi Plan Not Required Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM ` SMCP - TOS MAY 2014 � EFO�kco BUILDING DEPARTMENT-Electrical a TOWN OF SOUTHOLD DECEIVE S Town Hall Annex - 54375 Main Road - Box 1179 • ,r" 'Southold, 111bwY(ork'11:97 -Q . APR 16 2018 ' Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rlchertO-town.southold.n ..us BUILDING D . APPLICATION FOR ELECTRICAL INSPECT ION TOWN OFSOLTIMOLD REQUESTED BY: t��, �@��� Qat ',4 11910 !Company Name: Name: i ���,UY\ nP`:s License No.:, L{1 q Ll to mail: .e�,Pc,�n�, M-S t� IgAIL - (JAI Address: �- b Yfko- 1e-- t i 13 3 Phone No.: SIG -+q q 3 r L4 313 JOB SITE INFORMATION: (Ali information Required) Name: Address: t.OU Ss'- ef- Le,�,- Co ue- Cross Street: , kt Al Pharte hio.;.. L6;,7,,ct a 3 -��1 Btdg.Permit#: 4�-'bkj email: Tax Map District: 1000 Section: 7 Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print CI arty) �� e� SZ1 tet, Circle All That Apply: Is_job ready for inspection?: ES NO Rough In v Final Do you need-a Temp Certificate?: NO Issued On- Temp Information: (Ail information required) Sear Size Q� 3•Ph " Size:- -2-0"a A. #Meters l Ofd Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnectednder roan Overhead #Underground Laterals 1' 2 H Frame Pole Work-done on Service? Y Additional Information: cr ("l TV C c/`�P `k C,.0aA, PAYMENT DUEWITH APPLiCA` O 82-Request for Inspection FormAs ����� x i � k v blow,- lb. k t e �y p r . i f i 1 • t DD APR 1 7 2018 TOWN OF SOUTHOLD 1pa1 MOP t I . a x I. . a n SLJ DD APR 1 7 2018 TOWN OF SOUTHOLD I . ;IR7 t f� 5 r i � A t 'I Y s Dr ��D D APR 1 7 2018 TOWN OF SOUTHOLD oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 Q �y.14UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 29, 2018 David Pegno 38 Waldo Lane Manhasset, New York 11030 1005 Harbor Lane, Cutchogue OTE: Certification of spray foam insulation required. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 6315-1802) A fee of$50.00. n �c Final Survey with Health Department Approval. Plumbers Solder Certificate Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 42314-Z additions/alterations ,I SURVEY OF PROPERTY - - - -- -- - - -- -- - - - -- - - - -- - -- - - - - - - - - - ti A T CUTCHOG UE - - - j TOWN OF SOUTHOLD ' SUFFOLK COUNTY, N. Y. 1000=97-06-12.4 SCALE: 1'=40' qo?- E p1ME�'\'\° - -�' 5EPTEMDER 16, 2017 OGTODER 11, 2017 (PROP. ADDT I ON5) \ _ NOVEMDER 6, 2017 (GE55POOL LOCATION) - 1 •� � Q�opp°e � e N�°p� �\PNO �oE �'� N p°°t N� Nj°IF PN \J\off\P ° M\LNP N ir O �..G " N�PGs 2�°•��O�tS �� �'n� N75+^ C6� yf, \Ow� $ GH\�• G' p CN \\ � 'OO �y�� �s S� �^ % QROe Pp0 wQ\,\NO � Eo jq ? 2 p\PE PRoW (yi)\�\ON r 6HG 0 P�oF�. g '� �Ro� O SER !z� eRpeos 4 sl� - met\(, 3a. FRRpp�Rs -�- EwP� ee. �°�F yy E \ N E e\N NRq 00 X\ytc� v0 / G /' �� �\N(� -GE RAIN RUNOFF GONTA I NMENT FOR PROPOSED ADDITION PROP05ED ADDITION - 560 5Q.FT. /,/ q 560 X 1 X 0.17 - 96 C.U.FT. 96/42.2 = 2.2 VF i PROVIDE (l) DORY WELL-5 R EQUAL 8� X 3' DEEP ; FaF NE VV r DRY WELL GONNEGT TO ADDITION A M � WITH GUTTERS + LEADERS co ��a t ��2G' PE , • S LIG. NO 49618 LTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION P ( R5, P.G. GTION 72090F THE NEW YORK STATE EDUCATION LAW. I (631) 76 - 20 FAX (631) 765-179-7 T A5 PER 5EGT I ON 7209-5U6D I V 151 ON 2 ALL P.O. 60X 909 -IGATION5 HEREON ARE VALID FOR TH15 MAP AND GOPIE5 A 7:2T'A 45 990P qt-) h-T � 1'17!1 TOA\/CI CD GTD CCT - . . r i i i i SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. QQ A i ��p�F 1000-97--06-12.4 RR y`' p �_� SCALE. 1 =' 40' } 1� ppKEE N p\ME�'�'\o 5EPTEMDEK 16, 2017 6\5 -�� OCTOBER 11, 2017 (PROP. ADDTION5) \ p\pE NOVEMDEK 6, 2017 (CE55POOL LOCATION) 3yq,3� �2�25e Looks � Qtopoo p�FpF 040 SZOCKPDE �lCE N 90 N N'p N e4��pmO M\LNP�� \C-)G) p ; �� �-"• '"•�t�\� oma, MPX�NM 00�\.P PloN CPQ L \ o N7 6s yfp O PA•0 �.' p\? PR°P v�0 \(\� ° �j'��• � �g DECK' \ ,-'�� •� 0101 wP( coo O Vs R � \� PROP°y��•� j )'_IQ � qto� 00\- � EE 3a �• pP�as /- WPB eg OIF \N� 0014° o� \N No�y� /'��NCE a EX S�N� / C-RA E 66. G0Ng g /' W PGP\N �p?�\EN L►� �o� stwP.�RME�R �/�/- � a�I /�/- � N�p�� 0NES� /- P PuL RAIN RUNOFF GONTA I NMENT � FOR PROPOSED ADDITION PROPOSED ADDITION 560 5Q.FT. � / 560 X 1 X 0.17 = 96 GU FT. / 96/42.2 - 2.2 VF PROVIDE (1) DRY WELL-5 8'� X 3' DEEPNE OR EQUAL ��vOF DRY WELL CONNECT TO ADDITION c7'a°°T %.wl TZ-,,, �r e WITH GUTTERS + LEADERS I � `' •; 0' 'v • RF-15AK • = • 1°u 5. LIG. NO 4`1618 PIPE ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION i P v R5, P G. OF 5ECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 76 -5 20 FAX (631) 765-1711-7 EXCEPT A5 PER 5ECT I ON 7209-5U5D I V 151 ON 2. ALL �. P.O. SOX 909 GEKTIFIGATION5 HEREON ARE VALID FOR TH15 MAP AND COPIE5 AREA i, 42,292 SO. FT. - 1230 TRAVELER STREET THEREOF ONLY IF SAID MAP OR COPIE5 SEAR THE IMPRESSED 17-081SEAL OF THE SURVEYOR WH05E SIGNATURE APPEARS HEREON. 5OUTHOLD, N.Y. 11971 jV � ► KYNENE0 D THE EVOLUTION OF INSULATION JUN — 4 2018 INSULATION CERTIFICATE TOWN OF8DUTH®LD This forma must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.83 2009 IRC-N1101.2,N1101.4,N1101.83 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 0 at 0 inches Sloped Ceilings R- at inches Walls (location): Exterior wall R- 25 at inches Walls(location): R- 0 at 0 inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches "Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address 11005 Harbor Lane Cutcho ue NY 11935 Date of Insulation Installation IMay 7, 2018 Building Contractor 112econic Bldg Solutions Insulation Contractor jCary Insulation(A Trutearn Company) Insulation Contractor Phone (631)218-9350 Installed By jLuis Hernandez and Victor Hernandez INSULATION CERTIFICATE e DO NOT° REMOVE Please post near electrical panel. ICYNENE Inc. 6747'Campo'6ell1o.Road,Mississauga ON .e. ICYNENE.COM T REScheck Software Version 4.6.4 Compliance Certificate Project Pegno Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1005 Harbor Lane Mr. Pegno Michael Palladino Cutchogue, NY Compliance: trade-off Compliance: 9.5%Better Than Code Maximum UA: 63 Your UA: 57 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. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 326 30.0 0.0 0,033 11 Wall 1:Wood Frame, 16"D.C. 411 21.0 0.0 0.057 20 Window 1:Vinyl/Fiberglass Frame:Double,Pane with Low-E 53 0.300 16 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 326 38.0 0.0 0.030 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 d to comply with the mandatory requirements listed in th R Scheck Inspection Checklist. (1- 1144 4It Name-Title Signature Date Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 1 of 9 . t REScheck Software Version 4.6.4 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 Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate1EINot ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal Observable , `envelope represented on i❑Not Applicable , construction documents. , 103.1, !Construction drawings and # ❑Complies ;Requirement will be met. 103.2, documentation demonstrate t ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. #❑Not Observable U Systems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC ; Commercial Provisions, I t 302.1, I Heating and cooling equipment is! Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 !sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not [PR2]2 on Toads calculated per ACCA Cooling: Cooling: ![-]Not Observable y Manual J or other methods Btu/hr Btu/hr ❑Not Applicable !approved by the code official. I I , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 2 of 9 ISectior. # Foundation Inspection IComplies? Comments/Assumptions & Req.ID 303.2.1 jA protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation ❑Does Not J and extends a minimum of 6 in. below IDNot Observable; Igrade. ❑Not Applicable 403.9. ISnow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not v ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 3 of 9 Section, Plans Verified• Field Verified # Framing/Rough-:In InspectionComplies?, , . Comments/Assumptions', & Req.ID, Value' Value" ' 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1average). ;❑Does Not table for values. 402,3.3, { I 402.3.6, ! ;❑Not Observable ; 402.5 i :[:]Not Applicable [FR211 I I ! { 303.1.3 ;U-factors of fenestration products t ; . f ❑Complies !Requirement will be met. [FR4]1 !are determined in accordance I ❑Does Not C7 !with the NFRC test procedure or (❑Not Observable ;taken from the default table. = ,❑Not Applicable 402.4.1.1 {Air barrier and thermal barrier S{ J❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's t ! ❑Does Not { { instructions. = „ •• •; � �❑Not Observable ; i )E-] Applicable Applicable 402.4.3 !Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 'is listed and labeled as meeting ' i •_ ❑Does Not �AAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC ;. ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. ` 402.4.5 IC-rated recessed lighting fixtures Y ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish - ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. []Not Observable ; ][]Not Applicable ; 403.2.1 Supply and return ducts in attics []Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is ❑Does Not { v 1>= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ! ❑Not Applicable ;the building insulated >= R-6 for „' ! I diameter>=3 inches and R-4.2 Ifor< 3 inches in diameter. 403.3.3.5 !Building cavities are not used as ; 5❑Complies !Requirement will be met. [FR15]3 !ducts or plenums. _ i,. '[]Does Not r ;❑Not Observable {❑Not Applicable 403.4 t HVAC piping conveying fluids R- ; R- ;❑Complies !Requirement will be met. [FR17]2 above 105°F or chilled fluids ;❑Does Not S below 55°F are insulated to>_R- 13 ; ; ;❑Not Observable ; ❑Not Applicable 11 403.4.1 ;Protection of insulation on HVAC ,. {'s' ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑ v ! dNot Observable ; ❑Not Applicable 403.5.3 Mot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]z >R-3. ! ! T❑Does Not ;— ;❑Not Observable :[:]Not Applicable 403.6 'Automatic or gravity dampers are ;, ❑Complies ;Requirement will be met. [FR19]2 r installed on all outdoor air ❑Does Not intakes and exhausts. :!❑Not Observable ❑Not Applicable ! Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 4 of 9 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 5 of 9 'Section - P'I_ans,Verified ' ,.Field Verified # . Insulation.Inspecti1. on . " ,-Value Value Complies?,, " ' Comments/Assumptions `&-Req.ID 303.1 ;All installed insulation is labeled ;',; r'' ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values `aa', ❑Does Not provided. ) i -' - _• ; --• , - .- ' ❑Not Observable ; �, ;•, '' ❑Not Applicable 402.1.1, iFloorinsulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;p Wood ;❑Does Not table for values. [IN1]1 j ❑ Steel ❑ Steel ,❑Not Observable , ;❑Not Applicable ; 303.2, Floor insulation installed per ;,v ❑Complies !Requirement will be met. 402.2.7 manufacturer's instructions and ''.N' ❑Does Not [IN2]1 in substantial contact with the r- underside of the subfloor, or floor ": ❑Not Observable ; framing cavity insulation is in r ;,`' ' ❑Not Applicable ; � . ;contact with the top side of sheathing, or continuous `insulation is installed on the Y ;underside of floor framing and E extends from the bottom to the Etop of all perimeter floor framing i members. , (" 1 402.1.1, lWall insulation R-value.If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable ; [IN3]1 ;exterior,the exterior insulation ; V requirement applies(FR10). ;E] Steel E] Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per , []Complies :Requirement will be met. [IN4]1 i manufacturer's instructions. r, ,„ ❑Does Not ' �❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 6 of 9 Section. Plans Verified Field Verified - # Final Inspection Provisions, Complies?, Comments/Assumptions &Req.ID Value. Value 402.1.1, ;Ceiling insulation R-value. 1 R- I R- I❑Complies ;See the Envelope Assemblies 402.2.1, 1 1,❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel I❑ Steel :[-]Not Observable 402.2.6 ' [Fill' ! 1 ;❑Not Applicable 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 I' ❑Not Observable 1300 ft . _ ❑Not Applicable 402.2.3' 'Vented attics with air permeable ❑Complies I Requirement will be met. [FI22]z insulation include baffle adjacent % : ry_❑Does Not to soffit and eave vents that $ extends over insulation. l[]Not Observable J❑Not Applicable 402.2.4 Attic access hatch and door I R- I R- ;❑Complies I Requirement will be met, [FI3]1 insulation ?R-value of the :❑Does Not adjacent assembly. ! I I (❑Not Observable j ;❑Not Applicable 402.4.1.21 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. 1 I I :❑Not Observable ❑Not Applicable 403.2.3 1 Duct tightness test result of<=4 I cfm/100 I cfm/100 :❑Complies :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or I ft2 I ft2 I❑Does Not 1 <=3 cfm/100 ft2 without air I I I I !handler @ 25 Pa.For rough-in ❑Not Observable `tests,verification may need to I ;❑Not Applicable I Ioccur during Framing Inspection. 403.3.2 !Ducts are pressure tested to I cfm/100 : cfm/100 :❑Complies I Requirement will be met. [FI27]1 !determine air leakage with I ftz ft2 ;❑Does Not !either: Rough-in test:Total I , !leakage measured with a ❑Not Observable pressure differential of 0.1 inch 1❑Not Applicable Ew.g. across the system including I I !the manufacturer's air handler !enclosure if installed at time of 1 !test. Postconstruction test:Total leakage measured with a I I 1 !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 !Requirement will be met. [F124]1 :by manufacturer at<=2%of ' ❑Does Not 1 design air flow. ❑Not Observable f ❑Not Applicable 403.1.1 Programmable thermostats = 111Complies I Requirement will be met. [FI9]z� installed for control of primary r' y❑Does Not heating and cooling systems and _ I I initially set by manufacturer to 1' 1❑Not Observable I code specifications. ❑Not Applicable 403.1.2 I Heat pump thermostat installed I: ;„ ., `rtJ❑Complies ;Exception: Requirement is [FI10]2 `on heat pumps. Inot applicable. ❑Does Not '❑Not Observable I ❑Not Applicable 403.5. Circulating service hot water ' _ ❑Complies :Requirement will be met. [Fill] !systems have automatic or AE] Not !accessible manual controls. F , i :]❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 7 of 9 Section. Plans Verified Field Verified # I I Final Inspection Provisions Value Value' Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system i ; []Complies ;Requirement will be met. [F125]2 !fans not part of tested and listed 3; ❑Does Not HVAC equipment meet efficacy ' ;and airflow limits. ; • _ []Not Observable , ❑Not Applicable 403.2 ;Hot water boilers supplying heat ; "`,❑Complies ;Requirement will be met. [F126]2 (through one-or two-pipe heating I ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor € ; I❑Not Applicable ;temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The s ❑Does Not Isystem return pipe is a dedicated; j return pipe or a cold water supply ' []Not Observable , I pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for ; circulating hot water system ' pumps start the pump with signal; 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 ;Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 11515.Controls automatically adjust the energy input to the ; { []Not Observable 'heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ;. ; UComplies ;Requirement will be met. [F130]2 I have recirculation pumps that S - X❑Does Not pump water from a heated water I ,supply pipe back to the heated ❑Not Observable {water source through a cold ❑Not Applicable ;water supply pipe have a , ° i ;demand recirculation water (system. Pumps have controls ;that manage operation of the E i pump and limit the temperature if of the water entering the cold ;of piping to 1049F. { 403.5.4 :Drain water heat recovery units #❑Complies ;,Exception: Requirement is [F131]2 'tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side $ ;pressure loss of drain water heat ❑Not Observable ' recovery units< 3 psi for i J❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water I i heat recovery units<2 psi for ;individual units connected to :three or more showers. i 404.1 i75%of lamps in permanent ; ❑Complies ;Requirement will be met. [FI6]1 :fixtures or 75%of permanent }❑Does Not :fixtures have high efficacy lamps. j :Does not apply to low-voltage ❑Not Observable , :lighting. J11Not Applicable 404.1.1 ;Fuel gas lighting systems have ; '10Complies ;Requirement will be met. [F123]3 !no continuous pilot light. ❑Does Not = bNot Observable { ;[]Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 8 of 9 Section Plans Verified Field Verified # Final.Inspection'Provisions- Value Value Complies? Comments/Assumptions & Req.ID [ 1 401.3 !Compliance certificate posted. ; ❑Complies ;Requirement will be met. [FI7]z , ' a i {• ❑Does Not ❑Not Observable ; - ❑Not Applicable 303.3 !Manufacturer manuals for I ,. ❑Complies ;Requirement will be met. [F]18]3 mechanical and water heating !- ❑Does Not systems have been provided. } ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pegno Residence Report date: 01/03/18 Data filename: C:\Users\Desktop\Documents\REScheck\1005 Harbor Lane.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating: R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass&Door Rating UFactor SHGC Window 0.30 0.30 Door Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments } i .Ii S S tl N 1 U? c v ::c m // o m cr °° I C. v Q �»E 129___ _ S22o4� -- 00- --- 0 4.3 CUTCHOGUE , NY N 0 SID C STOCKADE FENCE) 031 "-N(6 11.8 0 iIY- B.P.4 hed a I I i'� . . ,.co IRY: C.- '.RTi ENT AT a ? 8M1 TO 4 P FOR THE O I ilii l d13PE"CTION'S: — ._..._ .,ay.:l „tii,1\''.G,.r•.., TWO RREQUIREDq I _D CONCRETE . ` :II_A7Ia'1 W rv�:1L COMPLETE CONST RUCTION MUST 00 CONSTRU TION r SHA r_ � ' L MEET THE '-ORENIENTS OF THE CODES OF NEU1( 1 n .•., P 1/.1�J� ,'!IK , TATE. NOT RESPO •ISIBLE FOR PAVERS PATIO w C1^5i 11 OR COr\1STRI;CTION EI Ra�iS. E n' �.° a I ► � -- 1' MASONARY COPING o C-) W s-i,t °�r�• �'� ! � 32.7' w w ,�;" d- '— u-- w M C¢7 ZI W .',s u u- --%�- POOL a ` 'r`��s I Z z J I v I TRUSS PIILArARDING REQUIrIED w t o I m cn w I ' PAVERS PATIO I r � I � w w I I `� RETAIN STOMA V',;TER RUNOFF N z I PURSU!1T TO CHFPTER 230 OF THE TOWN CODE, ck: m obi f� >- d (n m U _l w w 0:� z w Q L S 1-- j CD wi.. I ZQo o Q � wZ I i . Nm � wo BUILDING 5TAT15TIC5 v o (n u- o � a k SECTION: 97 BLOCK: OG LOT 12.4 0 49.8' ZONE: RESIDENTIAL R-80 6' 22.7 9 42,292 S.F. I+ STONE �� .9 I � EXISTING PROPERTY AREA: PROPOSED NEW LOCATION FOR(2) I 31.0' W 21.7' N 13.3' `� WALK B. CUR HVAC UNITS EXISTING RESIDENCE AREA 2,409 S.F. CHIM. � � W W ' EXISTING SHED 84 S.F. vi W/W Q EXISTING DECK 293 S.F. O r I EXISTING POOLcf) 798 S.F. TOCK C--E_ NCE _ CD 22.1' m I EXISTING PATIO _ 308 S.F. NCON ' m EXISTING LOT COVERAGE AREA: 3,952 S.F. PROPOSED (354 5.F.) ADDITION 21 .9 16.0" Ln LL- 88 m TO EXISTING DWELLING o / o � N DEMO- SONE I 5- PROPOSED ADDITION 354 S.F. m ����P� I Q PROPOSED COVERED PORCH PROPOSED NEW LOCATION FOR OIL I 30.4 �`��� , I O PROPOSED LOT COVERAGE AREA 20 I S.F. TANK FILL BIB 4'507 S.F. 16.5' ,J -�� 0 8• CURB O PROPOSED LOT COVERAGE: 10.G% < ALLOWABLE (20%) PROP05ED (201 S.F.) �° O COVERED PORCH ADDITIONc— � PROPERTY 5TAT15TIC5 O O °p , O NOTE: WALKWAY TO CLEAR EXISTING – METAL SEPTIC GLEAM) DUT. VERIFY p 120 METAL COVER I EXACT DIMENSION 5,I2E AND SHAPE OF W O 5EPfIC CLEANOUT I WALKWAY WITH OWMER5. a °" < SETBACKS ACTUAL ALLOWABLE O e�yn� I <C ) 0 1 ° O 9• I W FRONT 1 22.8' PROPOSED > G0.0' "` c O I a ° r� p ° a PROPOSED WALK�W� � (PROPOSED) r II, SIDE 21 .9' (PROPOSED) > 20.0' a N SIDE AGGREGATE 71 .7' (PROPOSED) > 45.0' Lij Z N I z I oN Off, � O i ~ DRAWING L15T ' m ➢ I v J r � W Z F-- J I O - � I m SHEET# : 5HEET TITLE : PAGE NUMBER : m m I N W I A- I TITLE SHEET (51TE PLAN BUILDING STATS) I o o Ln I� i w - o : I o Q A-2 FOU N DATION * FLOOR PLAN 2 w 1 _ A-3 KOOf * ELECTR.ICPLAN 3 < > A-4 ELEVATIONS 4 I A-5 5ECTION � DETAILS 5 _ C- I CODE 5H EET I 6 EDGE OF PAVEMENT � __----- •25 C-2 CODE SHEET 2 7 4.16, � — r _ EMENT 151 C-3 CODE 5H EET 3 g 9 5 EDGE OF P AV C-4 CODE 51-IEET 4 g 5'15' 00„ W PEGNO RF51DENCE N� 1DATE: 12- 18- 17 005 HARBOR LN. CUTCHOGUE, NY Bo NE LA f:'r o'r's`g; `z*c�,•� �L? {..Z`'A mjparchitecture.com site OVER ,5HEET mjpallarch�gmail.com—email o 631-751-3870 51TE FLAN ES PALLADINO o ARCHITECT P.C. SCALE 1"=20.0' ARCHITECTURE o INTERIORS of 9 1 I � I 10" WIDE POURED ' CONCRETE FOUNDATION WALL 1 G'-O" y f FF(�> F( > LOOR PLAN NOTES o DRILL EPDXY 12" LONG I 1 . ALL INTERIOR DIMENSIONS ARE STUD TO STUD - NOT #5 BARS, G" DEEP INTO EX15TI NG i INCLUDING GYPSUM BOARD - ANY VANITIES/ � EXISTING FOUNDATION -VENT @ i 2" O/C -TYPICAL BASEMENT ` SHELVING DIMENSIONS SHALL BE FIELD —� ° f VERIFIED BY FABRICATOR UPON COMPLETION T-74° 7_74, NO CHANGE OF CONSTRUCTION `�— PROVIDE 30"x3G" ACCESS PANEL f 2. ROOF LINES SHOWN FOR REFERENCE OF 20"x 10" DEEP INTO NEW CRAWL SCREENED LOUVERED _ U j SPACE STRUCTURE - SEE ROOF PLAN FOR FULL 5YME) OL LEGEND ± LAYOUT OF STRUCTURE AND SPECIFICATION 4xG GALVANIZED CRAWL I N � � O I i , SPACE VENT - TYPICAL b C3 �_ 2" CONCRETE NEW EXTERIOR SKINCOAT INTERIOR 4x6 COLUMN WOOD POST STEEL STEEL COLUMN ABOVE 3. ALL EXTERIOR WALLS TO BE 2" X G" @ I G" O.C. WALL CONSTRUCTION TROVE z z o X i I AND RECEIVE G" KRAFT FACE INSULATION (R-21 ) GxG HOLLOW SQUARE O > I 'L N _-._. EXISTING GXG WOOD POST HSS 5"x5"x)/4° _15"x5"4'THICK THICK STEEL TUBE COLUMN o WALL CONSTRUCTION COLUMN o I 4. ALL CEILINGS TO RECEIVE 12" KRAFT FACE INSULATION Mc �� MECHANICAL O Q (3)1 i4"x9i" ALIGN NEW FLOOR j N I I M.L. GIRDER LINE WITH EXISTING (R-38) P OOD " ST WOOD POST CONNECTION PocKer LOAD BEARING ABOVE IL Pc�c L 1 E SET REVERSE 5. INSTALL MARBLE SADDLES AT ALL BATHROOMS WALL CONSTRUCTION SIMPSON STRONG TIE O 716 D TBD CL GABLE AND EXTENDED I G"x3" CONNECTIONS VERIFY WITH OIL °` — — --- PORCH ON q OF — — — S.C. STEEL COLUMN SEE C-2 FOR MORE DETAILS EXISTING ENTRANCE Gx3 COMPANY. EXTEND ( ° I v 4�" DOOR G. ALL DOORS - TO BE INSTALLED 5" MIN. CONCRETE CONCRETE HARDWIRED SMOKE ALARM cn o 2 EXISTING OIL FILLER �-- - V !G x!G � FOUNDATION WALL N Q Ln � FROM STUD WALL CORNERS FOR MIN. 4" WIDE CASING s.c. x3 UNITS AS APPROVED BY NFPA 72 � o _ CONC. BLOCK _.. ..... ..... .. .... .. _...... . .- - _- _ — — STEEL COLUMN o C3 @) PIER DN. TO. I I I o MOLDING 4x3 S C ALARM/ICER SMOKE 30 x30 x 18 WINDOW 0 0 CAST-IN-PLACE DRILL EPDXY 12" LONG p U I - o IF [3 SHEAR WALL HOLD DOWN UNITS AS APPROVED BY NFPA 72 N CONC. FTG. #5 BARS, G" DEEP INTO I I I I Q 7. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, O WINDOW MARK HD SEE SHEET C2 FOR DETAILS IG"x8" I G" WIDE x 8" DEEP EXISTING FOUNDATION O w I m o OR STEEL TO CONCRETE - BYPASSING ALL WOOD - SEE SCHEDULE AND SIMPSON STRONG TIE I PIER CONCRETE WALL PIER @ 12" O/C -TYPICAL o ( D `� CONSTRUCTION SPECIFICATIONS I ; x I z 0 DOOR ABOVE POCKET FOR (3)2x8 (ACQ) ( )2x8 Qill� (3)2x (ACQ) (3)2x8 (ACQ) O p SHEAR WALL HOLD DOWN PocKer VENT < < ° , ,` —————— (-)-I(n 8. DOUBLE FLOOR JOISTS UNDER ALL WALLS LOCATED ABOVE I T.B D. GI DER- SIZE DETERMINEDIN 20" WIDE xl O" DEEP POURED O i (3)2x (ACQ) 1 2" DIA. RUNNING SAME DIRECTION FIELD CONC. FOOTING L. ———————— °J CAST-IN-PLACE co WITH (3)#5 KEBAK I I CONC. PIER �� AND 2x4 KEYWAY I G'-G" G-1 14 G-I 14 7'-G" - 7'-G" MIN. 3'-0" 9. ALL GYPSUM BOARD TO BE 96" THICK - BELOW GRADE PROPOSED ADDITION -TYPICAL FOR(7) B LA STEPS ±30'-0" PROPOSED COVERED PORCH 4" CONCRETE PAD ON GRADE FOR fOUNDATION PLAN STEP/STRJNGER5 TO REST 5CALE,/4"= P-O" FROM ANDERSEN 2015-1 G PRODUCT GUIDE FOR PROFESSIONALS WINDOW EXTERIOR DOOR 5CH EDU LE MARK QU. FO°RCOMBos TYPE BRAND PRODUCT# UNIT DIMENSIONS ROUGH OPENING NOTES PAGE # A 2 DOUBLE HUNG 400 SERIES ANDERSEN TW2852 2'-9 "x 5'-4 -1 x - TEMPERED GLASS 8G B 2 1" DOUBLE HUNG 400 SERIES ANDERSEN TW2852 2 - 2'-9�' x 5'-4 " x 5'-5' TEMPERED GLASS 8G NOTES I I . B - MULLED UNIT (2)-TW 2852 i 2. CONTRACTOR SHALL VERIFY PROFILE t FINISH OF NEW WINDOWS - MATCHING EXISTING IN FIELD ON DWELLING. ' S _ 3. INSTALL PLYWOOD STORM PANELS AS PER NYS. CODE -TABLE K.301 .2. 12 - SEE SHEET C-I OR DISCUSS WITH HOMEOWNER. SAME WINDOW DESIGNATION IN STORM WATCH IMPACT UNITS. 4 ' G'-0" ' BRACED WALL SEE DETAIL(A-5) i HD I ' f FOUNDATION PLAN NOTES: HD f . B 1 . CONCRETE SHALL BE F'c - 3500p51 @ 28 DAYS o lu J 13'-3° ! / f 2. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF J / i `D � o � ' ( 1 ) TON / SQ.FT. _ 00P`J' F CV - _. ...... I - 'J --------' 2X8 @ 12" O/C � i�� 3. ALL STEEL COLUMNS TO BE H.S.S. 5"x5"x 1/4" TUBE COL. z CEILING JOISTS 1 + iiI UNLESS OTHERWISE NOTED. o i h - i c p �+F-------- o — CONTRACTOR TO STRIP ALL SIDING ;�, ; 4. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, b o © N GxG WOOD AND PREPARE EXISTING STUDS FOR hi------- ±3" WEATHER STEP OR STEEL TO CONCRETE - BYPASSING ALL WOOD N w m PO5.T_ NEW GYPSUM BOARD �� __._.__._____ 4s---- N 2-G FROM THRESHOLD ABcwE , „ . _ _ CONSTRUCTION o _ _ _2 - 2x 12 _ _ xG 8 , 4 REPLACE WINDOW WITH � CATHEDRAL CEILING/ p RIDGE BEAM i NEW 2'-G"xG'-8" FRENCH 0 i SOFFIT AREA 5. DOUBLE FLOOR JOISTS UNDER ALL WALLS � DOOR � , } � �"x G" 4xG NEW 2 - 2xI O HDR. ; DECKING (NON-BEARING) RUNNING SAME DIRECTION PROP05ED °L C0' STUDY z HD ___ _ _ . G. 9" KRAFT FACE INSULATION (R-30) TO BE Lu v _j co Q o _j w o _„ ..: F ' ��� o INSTALLED IN FLOOR SYSTEM Q WzQ w._ _...._. x - _ o o� � � __.. NEW ... -- co N ou ._.__ N N u, - b 7. SECURE TYPICAL (2) 2" X G" WOLMINIZED SILL `n o o PORCH-- m ,O ACQLu GxG �o - -- o �- �0 o WITH TERMITE SHIELD AND SILL SEAL RELOCATE EXISTING W.P TYP. w/Q� o `� _._.__..__._.,:::_:. . _::._ v oz Gx _ .._. OIL TANK FILL C0 °L N 2XG @ I G" 2XG @ 1 G" N O (3)2x8 (3)2x8 (3)2x10 (3)2x10 �--•"� -�—� (3)2x10 a- ANCHOR BOLTS @ 3G" O.C. - (2) @ EA. CORNER ROOF ROOF 14n 4R 1i I RAFTER RAFTER HD ACQ ACQ ACQ 1 _ 6�Q o 8. ALL FOOTINGS TO RECEIVE REBAR DOWELS xG Gx_ N SEE CROSS SECTIONS FOR SIZE AND NUMBER BRACIED Q BRACED Q BRACED WALL WALL WALL NEW COLUMNS w a. z 0 NEW STEPS 4'-83., 7-04-"' G'-I 11- 4 7-O 4 4 7-G 71-711 I G1 3" PEGNO RE51 DENCE PROPOSED ADDITION PROPOSED COVERED PORCH 1005 HARBOR LN. DATE: 12- 18- 17 CUTCHOGUE, NY cj mjparchitecture.com site FOUNDATION AND (LOOK PLANS A g `, ' ` ti " mjpallarch�gmail.com—email '` ' F15� ..� 631-751-3870 f LOO K PLAN MICHAEL JAMES PALLADINO 13 ARCHITECT P.C. SCALE Y4"= 1'-a' -- ARCHITECTURE o INTERIORS of 9 --AV FOF PLAN NOTES INDICATED POSTS TO BE G" X G" UNLESS OTHERWISE NOTED. 2. ALL ROOF SURFACES TO BE ASPHALT ROOF SHINGLES I I � OVER 301b. FELT I 3 o I OVER 4" CDX EXTERIOR PLYWOOD SHEATHING I u- ��N 3. INSTALL CONTINUOUS RIDGE VENTS AT ALL RIDGE BEAMS 1 0 � 1 ON 1 4. ALL SOFFITS TO BE WOOD OR AZEK I ONLAY CUPOLA I BEADBOARD WITH 2" STRIP VENT - OR VENTED i I I VINYL BEADBOARD II LI _ 5. INSTALL SIMPSON LBV CONNECTORS WHERE ROOF RAFTERS I r- - MEET RIDGE BEAM (BOTH SIDES) I I CRICKET I IG. ALL FLASHING TO BE LEAD COATED COPPER - STEPPED AS l I RIDGE VENT I REQUIRED I j 0 7. PROVIDE ICE SHIELD AT ALL GUTTER/EAVES/VALLEYS, ETC. _ MIN. 24 UP FROM GUTTER AND RAKE LINE t COMPLETELY I I OVER ALL CRICKETS I 1 0 INSTALL LEAD COATED 8. SIMPSON L590 TYPICAL COPPER FLASHING AT ALL RIDGE/ VALLEY/ HIP INTERSECTIONS ,LUN AT NEW ROOF AND EXISTING - - - - - G @ IG. 2XG @ 16 O c- WALL INTERSECTION ROOF ROOF N �L- _` - - - - T = J� RAFTER RAFTER ❑ �PITCH PITCH ❑ ICE AND WATER SHIELD MIN. 24" UP FROM GUTTER ASPHALT ROOFING LINE AND ON ENTIRSHINGLES I` PORTICO ROOF KO 0 f PLAN SCALE/4"= P-0" s 7'-3" 3'-0" C.0 = I iELECTRICAL A _ A ' iZia I i ! i EXISTING I ;� i EXISTING i LIVING ROOM BATHROOM 5ymE3oL5 LEGEND 1 ° i I 1 I ; I i'! JUNCTION BOX — OWNER SUPPLIED LIGHT FIXTURE JB 3 A A i= DECORA LIGHT SWITCH L PROPOSED 3 ► i � I +EJ EXTERIOR DOWN LIGHT — WHITE RAFFLE— I8 LED �► ! i li '' ! CIRCULAR ALZAK TRIM b l STUDY I ! it 3 3 ®A RFCE55ED DOWNLIGHT —WHITE BAFFLE— 18W LED 8° — FLAT CEILING _ 3 HARDWIPED SMOKE ALARM/CARBON MONOXIDE J UNITS AS APPROVED BY NEPA 72 A IA c3' v EJ EJ ' �Ji 3 I UB ! ! i EJ—1 0 1 3 CEDAR WAINSCOT i 33 CEILING SOFFIT TO 3 ' BE PREPARED TO I RECIEVE NEW"BLIND NAIL" ! CATHEDRAL CEILING AREA ELECTRIC P SCALE Y4"= P-O" NOTE I : SOFFIT TO MATCH EXISTING IN FIELD OR VINYL VENTED BEAD BOARD SOFFIT MATERIAL. VERIFY MATCHING CONDITIONS IN FIELD. REGARDLESS - SOFFIT MUST BE VENTED ,,. . P EG N O IBES I D E N C E 1005 HARBOR LN. DATE: 12– 18– 17 CUTCHOGUE, NY -�,El mjparchitecture.com site � } K00f AND ELECTRIC PLANS mjpallarch@gmail.com—email J- 11 631-751-3870 MICHAEL JAMES PALLADINO (3ARCHITECT P.C. ARCHITECTURE cl INTERIORS A 4mmomp 3 of 9 PROVIDE LEAD COATED COPPER FLASHING REGLET INTO FOR PORTICO BRICK OF EXISTING 3G"x3G" CONTRACTOR SHALL MATCH CHIMNEY CUPOLA EXISTING DETAILING TO SIDE PORTICO ENTRANCE OVERHANG. VERIFY IN DQ DQ 12 FIELD MIN. G" CLEARANCE 33.5' 8 { 3G"x3G" CUPOLA NOTE: NEW REVERSE RIDGE VENT RIDGE VENT GABLE PORTICO HOLD MIN. ROOF PITCH TO 0 3 " MATCH EXISTING AZEK RAKE BOARD DORMERS V.I.F. MATCH ASPHALT SHINGLE: 12 12 12 ROOF LL=A 1 5 4[,1,5.5e- MATCH 8. MATCH CROSS HEAD DETAIL TO EXISTING ON HOME G'-8" A.F.F. MATCH - GUTTERS NOT SHOWN HEAD HT. 10" OVERHANG EXIST. FOR CLARITY. LEADERS VENTED SOFFIT FLY IN DOWN TO DRYWELL. SEE MATCH EXISTING INSTALL SHUTTERS FIELD _ I SURVEY FOR MATCH EXISTINGM� SPECIFICATION. © ± 4" AZEK CEDAR PERFECTION Q Q CORNER POST SHINGLE _ G"xG" POST AZEK CLAD. --- MATCHING EXISTING. TYPICAL FOR ALL - FINISHED FLOOR - - - - - ±4" CORNER AZEK POST - - - -- - - -- - - - - - - - - - - - - - - - - -FINISHED I I LATTICE ±3"WEATHER I 2' STEP FROM ± -0" VARIES FLOOR LINE I OFF GRADE I EXISTING DOOR THRESHOLD TO NEW FINISHED U u DECK TYPICAL 12" QS CONCRETE SET REVERSE FILLED 50NOTUBES - 3'-,G" GABLE AND EXTENDED ALL FASCIA'S AND DP. FROM GRADE LINE SPORCH ON � OF TEP FOOTINGS FROM EXISTING ENTRANCE SUBFASCIA'S TO BE AZEK NEW CRAWL SPACE TO DOOR ELEVATION EXISTING CELLAR 51DE --j FOOTING. VERIFY IN FIELD / SCALE%4'= P-0" FRONT ELEVATION 5CALE%4"= P-0" NOTE: GUTTERS AND LEADERS NOT SHOWN FOR CLARITY - v a , -4• .rtFE, N - p{ y, _ , , w a .L , s i ," ,. .,� tr ,.. - �,-- a�, ,a`b - ...,, ' - 'r �'n i�°°', a:i�.+w" - . �� P a -w " �• ..... g� , 6 pV�,. �,, y�, �*',s , s, • .` p }�, " f '�.,Y .. k r 5 ,a .' -y Y^„ Y ' f • a, Y"f. ,'! C ,k P s-'c„ w ,» Y".tr� '�" ,. "� «. '* :,Z 9 .' "P.',�'rr "•"r"" # ., j °. •s' ' k ., - •-._ � 'k• , r 7 u! x� : ,c4'rt � .,'� ! 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E x S i M x r a • - .a+�e r. p �"r. , 'S i., �t * A ' ....r,E � ,.,..� q� ' i r• �e n k 6 � ��p�m,E�'�y�EyE+�?�''Y3y ��p�',!�R ��^�.��I��� o �.. • t , y' , ' Y ` NY.a+R:.,A V...• Ik..-+t 'i' * ,at �nk� r7�a A LF...,GL..d r.; k . - - •,C m�. 3 - .. . ., �,.,� « y Y MN ,qy,"n° nY lY is"' a Y - . . .Ya + ts„ 8 k � i r •"�"`Arz, .... .,, _.. .>"rsr a .,.-,...... ! S°tq e . �, ti_...,_ .. , ...,.. .. - •.,. r r .. w r n•am �� u ".bi ..:., Y er a a • a o .,R), c °. - m Y % jq a. rc�. Emma-. ">. s� • c � v _ w r.'.. • _. ,. . ,. PEGNO RE51 DENCE 1005 HARBOR LN. DATE: 1 2-- 1 8— 1 7 PADc `�� � ,> CUTCHOGUE, NY ' Uf✓RONT AND 51 DE ELEVATIONS j mjparchitecture.com site -1 J11, f mjpallarch@gmail.com—email `�� ----� 631-751-3870 .•.y�,,' .3152 ... '---" MICHAEL JAMES PALLADINO 13ARCHITECT P.C. ARCHITECTURE o INTERIORS of 9 2- 2x8 I EDGER BOARD. LAG BOLT ANCHOR TO EXISTING STUD WALL. NEW 40 YEAR TIMBERLINE W12 -51MP50N U21 O ARCHITECTURAL ASPHALT ROOF CONNECTORS @ I G O.C. SHINGLE COLOR 70 MATCH EXISTING - SEE DETAIL I (C-2) OVER 301b. FELT OVER 3/4" CDX SIMP50N LBV EXTERIOR PLYWOOD SHEATHING EACH RAFTER NOTE: 2x8 I G" O/C ROOF ALL CRICKETS 70 HAVE @ FULL ICE t WATER SHIELD 2xG @ I G O/C RAFTERS TYPICAL AT ALL ROOF, WALL SOFFIT JOISTS I CHIMNEY INTERSECTIONS 2x8 @ I G" O.C. ROOF RAFTERS RIDGE VEN TOP OF RIDGE NEW ASPHALT ROOFING 12 (SAME AS ADDITION) 12 12 CEILING JOIST • OVER 301b. FELT OVER 2x8 @ I G" O/C 5 4 _ _ 18. 3/4" PLYWOOD SHEATHING AI O" 18.5 C I g 5• 4 (2) 51MP50N H2A I xG FASCIA - AZEK CONNECTION @ I G" O.C. p,H, COLLAR TIES CONNECTION @ I G" O.C. 2x4 @ 32" O/C �-- BEADBOARD SOFFIT WITH 2" ' PROVIDE ICE * WATER SHIELD �— — � STRIP VENT - SEE NOTE I MIN. 24" UP _ PLATE HEIGHT SEE DETAIL 1I"xG" FASCIA BOARD 5/�' GYPSUM BOARD (C-2) I OVERHANG BEADBOARD SOFFIT THRU-OUT 10"OVERHANG WITH VENTING (SEE NOTE 1) 12" KRAFT FACE CEILING INSULATION (R-38) (3) 2x I 0 HDR (2) 51MP50N H2A CLAD W/?'AZEK CONNECTOR- @ I G" O.C. (2)' 2x6 TOP PLATE 2x6 @ I G" O/C S7UD WALL 2x8 LEDGER BOARD. LAG 5� KRAFT FACE INSUL . (R-21 P(�OP05ED BOLT ANCHOR TO EXISTING GxG POST (MATCH SIDE 2xG @ 16 O.C. EXTERIOR STUD WALL 10 no WITH JOIST HANGERS PORTICO) CLAD W/ V' 3/4' PLYWOOD CDX SHEATHING 5TU DY o INKRAFT SULATION ON (E FLOOR @ I G" O.C. AZEK TYVEK HOUSE WRAP 30) EXISTING 51MP50N H-3 HURRICANE 2xG BOTTOM PLATE 2x 10 @ I G" O.C. FLOOR LINE CLIP @ I G" O.C. A7 DECK FLOOR JOISTS 3/4' PLYWOOD SUBFLOOR ±3 (2) 2xG WOLMINIZED SILL J015T TO GIRDER CONNECTION WITH SILL SEAL AND TERMITE SHIELD _ FINISHED FLOOR (3) 2x8 (ACQ) GIRDER- ABGG 5/8" DIA. ANCHOR BOLTS ±2'-O" p T.O. FOUNDATION POST CONECTOR @3G O/C (2) @EACH CORNER PROP05ED _ SEE DETAIL 2x8 @ I G" O.C. TAR WATERPROOFING CRAWL 5 PAC f GIRDER GRADE EXISTING 17 (C-2) ACQ DECK JOISTS z ' EXPANSION JOINT `r 10" POURED CONCRETE O z VARIES 12"0 P. CONC. co 2 FOUNDATION SONOTUBE 10" WIDE CAST-IN-PLACE I ox I Gil CONC. BLOCK PIER 2" CONC. • CONCRETE FOUNDATION WALL DN. TO. L_ _J SKIN COAT 30"x30"x 18" 20"x 10" DEEP CAST-IN-PLACE CONCRETE CAST-IN-PLACE 5ECTION " B '' 5ECTION "A All FOOTING WITH 2x4 KEYWAY CONC. FTG. (3)#5 REBAR DOWELS SCALEy4'= P-0" NOTE 1 : SOFFIT TO MATCH EXISTING IN FIELD OR VINYL VENTED BEAD BOARD SOFFIT MATERIAL. 5CALEy4'= P-0" NOTE 1 : SOFFIT TC) MATCH EXISTING IN FIELD OR VINYL VENTED BEAD BOARD SOFFIT MATERIAL. VERIFY MATCHING CONDITIONS IN FIELD. REGARDLESS - SOFFIT MUST BE VENTED VERIFY MATCHING (CONDITIONS IN FIELD. REGARDLESS - SOFFIT MUST BE VENTED SIMPSON H2A RAFTER TO STUD RAFTERS @ I G" O/C 8d NAILS @ G" I N FI ELD I N PLYWOOD 8d NAI L5 @ 4" @ EDGES IN PLYWOOD G J" PLYWOOD SHEATHING EXTERIOR FACE; b" GYPSUM BOARD INTERIOR FACE WITH 5d COOLER NAILS @ 7" O.C. SOLID BLOCKING @ PLYWOOD JOINTS DOUBLE STUD SIMP50N C520 @ 48" O.C. TYPE "C 5 -WS P" [30 IAC WALL DETAIL SCALE 3/8"= P-0" PEGNO RE51 DENCE `' p��L'�' 1005 HARBOR LN. DATE: 12- 18- 17 \(� CUTCHOGUE, NY mjparchitecture.com site 5 CT I O N 5 AND DETAILS k mjpallarchegmail.com—email 631-751-3870 Y MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS A- 5 of 9 Table 3.9A Rafter/Ceiling Jo15t Heel Connection Table R301 .5 Table P,301 .2. 1 .2 Wind-Borne Debris Protection Fastening WINDOW NOTE' Requirements for 20 psf Roof Live Load MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Schedule for Wood Structural Panels » �� If house is in a wind-borne debris region, all new windows NOTES: Roof Span (ft.) (In pounds per Square foot) NAILING SCHEDULE EXPOSURE B and glass doors shall meet the requirements of the large Fastener S acin PLACEMENT OF FILL,INSTALLATION OF WALLS, DUMIPING OF MATERIALS, missile test of ASTM 1996 and or ASTM E 1886. EXCAVATING,MINING,OR OTHER SIMILAR D15TUP13 ANCE OF LAND USE LIVE LOAD 4 foot 6 foot (PER WFCM 2015) � 12 24 36 REQUIRES A SITE PLAN. COMMENCEMENT OF ANY/ACTION OF THE ABOVE I Fastener Panel Span < Panel Span < Panel Span The Contractor shall provide pre-cut 1/2" plywood panels to WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. Exterior Balconies 60 T < 4 Ft < 6 F < 8 Foot NUMBER OF cover the glazed openings & shall pre drill edges to accept Type Foot _ Fool: - JOINT DESCRIPTION COMMON NAILS NAIL SPACING 2-Y2" #8 wood screws Cg 16" for panel span less than or SITE PLAN TO BE PREPARED BY OTHERS AND SHALL. INCLUDE THE Rafter Rafter # of 16d Common equal to 6'; ® 12"o.c. for panel span 6'-* to. FOLLOWING INFORMATION: Slope Spacing nails per Heel Joint Decks 40 2-1/2- #8 ALL IN ACCORDANCE WITH R301.2.1.2 & TABLE R301.2.1.2 ROOF DRAINAGE SHALL INSTALLED FOR 4"RAINFALL CAPACITY (in.) Splice wood screws 16'+ 16" 12" R O O F' F- R A M I N G NEW YORK STATE BUILDING CODE 2015 EDITION I 1. ROOF DRAINAGE SHALL BE 3E13E CONNECTED WITH 4"'PVC SDR 35 Passenger Vehicle Garages 50 RAFTER TO TOP PLATE TOE-NAILED 3 - 8d PER RAFTER OR AS INDICATED ON PLAN 12 4 7 1 ( ) CODE ANALYSIS 3. DRAINAGE SHALL BE INSTALLED A MINIMUM OF 2'-0"ABOVE 3:12 16 5 9 13 Attics without Storage 10 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d PER JOIST GROUNDWATER 24 7 13 19 OCCUPANCY: CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) Residential-Single Family Detached Attics with Storage 20 KEY TO RESIDENTIAL CODE OF NEW YORK STATE 12 3 5 8 NOTE' RAFTER SLOPE: 3:12 13 - 16d REFERENCE STANDARDS: 4:12 16 4 7 10 Rooms other than sleeping rooms 40 ALL STRAPPING SHALL BE 1Y4 X 20 GAGE SIMPSON Residential Code of New York State (2015 & 2015 IBC Building Code) ALL GLAZING IS TO COMPLY WITH SECT. 308 4:12 10 - 16d 24 5 10 1 ( and ASCE 7-05 CS20 OR EQUAL AND SHALL HAVE A MINIMUM 5:12 8 - 16d EACH LAP 8308.4 HAZARDOUS LOCATIONS. THE FOLOWING`.SHALL BE CONSIDERED Sleeping rooms 30 7:12 6 - 16d Wood Frame Construction Manual AF & PA (2015 EDITION) SPECIFIC HAZARDOUS LOCATIONS FOR THE PURP06ED OF GLAZING: BEARING OF 1 2JOIST " ALONG RAFTER STUD 9:12 AND GREATER 4 - 16d Climate Zone: 11 B 12 3 4 6 / / Degree Days: 5750 R 308.4(5)GLAZING IN DOOR5 AND ENCLOSURES FOR HOT TUBS, 5:12 16 3 6 8 Stairs 40 FACE (TYPICAL FOR ALL CONDITIONS) WHIRLPOOLS,SAUNAS,STEAM ROOMS, BATHTUBS,AND SHOWERS. 24 4 8 12 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) DESIGN LOADS: GLAZING IN ANY PART OF A BUILDING WALL ENCLO51ING THESE RAFTER SLOPE: 3:12 13 - 16d Decks/Balconies: 60 psf COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING 15 LESS Guardrails and handrails 200 4:12 10 - 16d Attics: 20 psf THAN GO"MEASURED VERTICALLY ABOVE ANY STAMDING OR WALKING 12 3 3 5 5:12 8- 16d EACH LAP Rooms other than Steeping Rooms: 40 psf SURFACE. 7:12 16 3 4 6 PROVIDE G MIL VAPOR BARRIER UNDER 2"CONCRETE SLAB. Sleeping Rooms: 30 psf THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 7:12 6 - 16d Stairs: 40 psf 24 3 6 9 9:12 AND GREATER 4 - 16d Handrails: 200# CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE, Roof: 20 psf; ground snow load 20psf SECTION 309 GARAGES AND CARPORTS Table 3.4A Rafter/ceiling Joist to Top Plate Lateral and Shear 12 3 3 4 ELECTRICAL EQUIPMENT S WIRING SHALL BE INSTALLED IN ACCORDANCE WITH COLLAR TIE TO RAFTER FACE-NAILED Basic Wind Speed: 110 mph Connection Requirements (I I Omph) CHAPTER5 33-42 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ( ) Uplift: 22 psf R309.1 OPENING PROTECTION 9:12 16 3 3 6 RAFTER SLOPE: 3:12 5 - 10d Dead Loads: 10 psf OPENINGS FROM A PRIVATE GARAGE:DIRECTLY INTO A ROOM USED FOR (Prescrlptive Alternative to Table 3.4) SLEEPING PURPOSED SHALL NOT BE PERMITTED. OTHER OPENINGS 24 3 5 7 THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 4:12 4 - 10d BETWEEN THE GARAGE AND RESIDENCE SHALL BE EIQUIPPED WITH A 45 5:12 3 - l 0d PER TIE DEFLECTION LIMITS: Rafter Wall Heigh Number of 8d Common Halls 25-32 OF THE RESIDENTIAL CODE OF NEW YORK. MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF CLOSING DEVICE. Ceiling Joist (ft.) (Toenailed) Required in each 6:12 AND GREATER 3 - 1 Od Rafters with no finished ceiling attached: L / 180 12 3 3 3 EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALL IN ACCORDANCE Floors: L / 360 12:12 16 3 3 4 WITH 5ECT.RG 13.5. 8309.1.I DUCT PENETRATION Spacing Rafter and/or Ceiling Joist BLOCKING TO RAFTERTOE-NAILED 2 - 8d EACH END DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS 24 3 4 5 IN ALL { ) ELEMENTS ENERGY NOTES SEPARATING THE DWELLING FORM THE GARAGE 5H/AL BE CONSTRUCTED (In.) to Top Plate Connection OF HE BUIILDIING THERMED WALLS, FLOORS, RO MOF OISTURE VAP/CEILINGSOOR RETARDER SHALL BE OF A MINIMUM NO.2G GAGE(0.48 MM)SHEET STEEL AND SHALL HAVE NO INSTALLED ON THE WARM-IN WINTER SIDE OF THE INSULATION IN ACCORDANCE RIM BOARD TO RAFTER (END-NAILED) 2 - 16d EACH END .OPENINGS INTO THE GARAGE 1. Calculations ore valid up to 5999 degree days. 12 8-10 2 WITH SECT. 8318. 2. Certified conformance for Zone 11B. R 309.2 SEPARATION REQUIRED Table 3.213 Sill or Bottom Plate to Foundation; 0 Anchor Bolt W A L L F R A M I N G 3. Wood framed floors, walls and ceilings shall have an approved THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC Table 3.2C Connections Resisting Lateral Uplift 5hear Loads (I I Omph) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF vapor barrier (permeance rating of 1.0 perm) installed on the AREA BY HORIZONTAL OR VERTICAL SEPARATIONS CONFORMING TO (Prescriptive Alternative to Table 3.2) 16 8 3 NOT GREATER THAN 200 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER "warm in winter" side of thermal insulation. SECTIONS R 309.2.1 AND R 309.2.2 10 3 THAN 450 IN ACCORDANCE WITH SECT. 8315. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 PER FOOT 4. Windows and sliding doors shall have a max. air infiltration rating of 0.3 CFM per square foot of window area. Swinging INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 doors shall have a max. air infiltration rote of 0.5 CFM per R309.2.1 VERTICAL SEPARATIONS Foundation Maximum Anchor 24 8 4WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d JOINTS -EACH SIDE square foot of door area. WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED WITH SECTION R31 G. 5. Skylight shafts shall have a minimum insulation value of R-19. GARAGE FROM3A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLE Supporting Zone Bolt Spacing (In.) 1 0 4 STUD TO STUD (FACE-NAILED) 2 -16d 24" O.C. 6. Garages - front, sides, doors, interior shall have max. U=.40 SHALL HAVE A /4 HOUR FIRE RESISTANCE RATING. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECTION R702 7. All fireplaces hall be provided with a damper for outside combustion EXCEPTION 8' AND EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECT. R703 air 150-200 CFM. All flues shall have tight seated damper with 3 " HEADER TO HEADER (FACE-NAILED) 16d 16" OC ALONG EDGES a max. air leaka a of 20 CFM. All fire laces shall have tight- IN LIEU OF PROVIDING PARITIONS THAT HAVE A /a HOUR FIRE-RESISTANCE 1-3 Story End Zone 39 fitting non-combdoors. p g RATING,ONE LAYER OF Y8'THICK,TYPE"X"GYPSUM BOARD MAY BE Table 3.413 Uplift Strap Connection Requirements (I I Omph) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d PER STUD 8. The Contractor shall submit the design, size and type of mechanical INSTALLED ON THE GARAGE SIDE OF AND ONE LAYEIR OFX"THICK TYPE'x", (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) systems which will be used, in sufficient detail, as required by GYPSUM BOARD MAY BE INSTALLED ON THE OPPOSITE SIDE.aPPLICATION 1,2 the Building Department. SHALL BE IN ACCORDANCE WITH SECTION R 702.3 (Prescriptive Alternative to Table 3.4) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOI.ST OR BLOCKING 2 - 16d PER FOOT degrees reel to 85 de g• All thermostos shall be ad'ustible from 55 degrees g 1-3 Stories Interior (FACE-NAILED) Farenheit. R 309.2.2 HORIZONTAL SEPARATION ++ Framin Roof S an ft. of Sd nails in each 10. All ducts and pipes shall be insulated as required by code. WHERE HORIZONTAL CONSTRUCTION 15 USED TO SEPARATE THE GARAGE zone 45 g p S (ft.) # FROM THE RESIDENCE OR ITS ATTIC,SUCH CON5TZUCTION SHALL BE end F- L O O R F R A M I N G 11. HVAC Contractor shall verify heat loss calculations. PROTECTED WITH ONE LAYER OF 5/8"THICK,TYPE"X" GYPSUM BOARD, " 12. All cellar and/or basement doors shall be insulated. S aCln Of 1 1 4 20 a e INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.I. 13. The Engineer certifies that to the best of his knowledge, belief, and Stra JOIST TO SILL, TOP PLATE OR GIRDER TOE-NAILED 4 -8d PER JOIST OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED p ( � professional judgement that the plans are in compliance with EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL the Energy Conservation Construction Code of New York State. SEPARATIONS. WHERE THE HORIZONTAL SEPARATION 15 A FLOOR-CEILING Table 3.GA Ridge Tension Strap Connection Requirements (I I Omph) (in.) BRIDGING TO JOIST (TOE-NAILED) 2 - 8d EACH END 2015 NYS Residential Building Code & 2015 IBC Building Cade ASSEMBLY,THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO 12 BE PROTECTED BY NOT LESS THAN 5/8'THICK TYPE 11X1 GYPSUM BOARD OR Roof Pitch Roof Span(ft.) # of 8d nails in each 16 2 BLOCKING TO JOIST (TOE-NAILED) 2 - Sd EACH END EQUIVALENT. e n d 20 2 SECTION K 31 1.5 STAIRWAYS of 1 1/4" 20 gage 12 24 2 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d EACH BLOCK SAFETY GLASS REQUIREMENTS strop 28 2 R31 1,5.1 WIDTH 3:12 12 2 32 3 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: STAIRWAYS SHALL NOT BE LESS THAN 3G INCHES IIN CLEAR WIDTH AT ALL LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d EACH JOIST POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE 16 2 12 2 1 Any glazing in any door type REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE 20 3 16 2 2. Glazing in any walls enclosing a shower, tub, sauna or steam room.* THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AT AND BELOW THE 24 3 20 2 JOIST ON LEDGER TO BEAM TOE-NAILED 3 - Sd PER JOIST y HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS ( ) 3. An windows within 24" of a door.* 4. Any individual pane of glass with an area greater than 9.0 sq. ft. THAN 31.5 INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 28 4 16 24 3 BAND JOIST TO JOIST (END-NAILED) 3 - 16d PER JOIST where the bottom is less than 18" above the adjacent finish floor 27 INCHES THERE HANDRAILS ARE PROVIDED ON BOTH SIDES. STAIRWAY 32 4 28 3 within 36" of the window. ILLUMINATION SHALL BE PROVIDED IN ACCORDANCE WITH SECT. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d PER FOOT 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" 303.6 32 3 of the water.* 4:12 12 2 36 4 6. Glazing in stairways and landings within 3'-0" horizontally of a j 6 2 walking surface.* 20 2 12 2 R O O S H E A T H I N G 7. All glazing next to stairs STRUCTURAL PANELS: PANEL INTERMEDIATE * 24 3 16 2 EDGES SUPPORTS THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF 2$ 3 20 3 THE GLASS IS MORE THAN 60" ABOVE THE FLOOR. EXCEPTION THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH 32 4 19.2 24 3 INTERIOR ZONE 5 8d 6" 12" SECTION R 31 I.5.8 36 4 28 3 PERIMETER EDGE ZONE 5 8d 6" 6" ASPHALT ROOF SHINGLE NOTES SECTION R 315 HANDRAILS 32 4 5:12 12 1 36 4 1• Asphalt roof shingles shall have self-sealing strips or shall be R 31 1.5.G HANDRAILS j 6 2 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 4" 4" p 9 9 p HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH interlocking and shall comply with the requirements of ASTM D-225 or D-346, installed in accordance with sect.R905.2 STAIRWAY WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, MEASURED 20 2 12 3 2. All fasteners for asphalt roof shingles shall be galvanized steel, ABOVE NOSINGS,SHALL NOT BE LESS THAN 34 INCHES AND NOT MORE C E I L I N S H E A T H I N G p 9 g THAN 38 INCHES. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE 24 2 16 3 stainless steel, aluminum, or copper roofing nails. Fasteners shall be minimum FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP 28 3 20 3 12 gage shonked with a minimum 3/8" dia. head, and of sufficient length GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD to penetrate through the roofing materials 3/4" and into the sheathing. RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF 32 3 24 24 4 CW 135 TERMINATE L T HA R RETURNED SLEE IN NEWEL T R ALL BE EUD O 3. Asphalt roof shingles shall have the mimimum number of fasteners as THE FLIGHT. ENDS SH36 3 28 4 W = 22 9/1 6" 3046DH required by the manufacturer. P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL W A L L S H E A T H I N G 4. For normal applications, asphalt roof shingles shall be secured to the roof HAVE A SPACE OF NOT LESS THAN IY2 INCHES BETWEEN THE WALL AND 32 5 36 38p » with no less than four (4) fasteners per strip shingle or two (2) fasteners THE HANDRAIL. 6:12 12 1 36 5 H = W = 33 7/8 STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE per individual shingle. q p EDGES SUPPORTS 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle R L 1 QUIRE HANDRAIL GRIP SIZE 16 2 5. Sq. Ft. H = 24 1/8" where the eave is 20 feet or higher above grade or where the base wind ALL REQUIRED HANDRAILS SHALL BE IT ONE OF THE FOLLOWING TYPES 20 2 SILL = 38" INTERIOR ZONE 6 8d 6" 12" speed is 120 mph or greater. OR PROVIDE EQUIVALENT GRASPABILITY.E 1 24 2 5.7 $CI. Fft 4' EDGE ZONE 6 8d GENERAL CONSTRUCTION STR U CTI O N NOTES TH1A'PNDRAIL5 WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE 28 2 SILL = 26" 6" 1 2 DIAMETER OF AT LEAST ly4 INCHES AND NOT GREATER THAN 2 INCHES. IF 32 3 FIBERBOARD PANELS: t. All work shall conform to the requirements of the Residential Code of New York State; THE HANDRAILS IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION 36 3 all work shall also conform to the requirements of any other Codes and authorities OF AT LEAST 4 INCHES AND NOT GREATER THAN C-,W4 INCHES WITH A / 6"3" 3EDGE 7 166d " FIELD having MAXIMUM CROSS SECTION DIMENSION OF 2y4 INCHES. ANDERSEN EGRESS WINDOW SPECIFICATIONS / 3 � TYPE II 7:12-12:12 12 1 9 jurisdiction. The Contractor shall obtain and arrange for all required permits, 25/32" 8d 3" EDGE / 6' FIELD inspection, certificates and tests. HANDRAILS WITH A PERIMETER GREATER THAN GY4 INCHES SHALL PROVIDE 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity; contractor A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. 16 2 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD shall have the level of acceptable bearing strata verified in the field. THE FINGER RECESS SHALL BEGIN WITH A DISTANCIE OF 3/4 INCH MESURED 20 2 VERTICALLY FROM THE TALLEST PORTION OF THE PFKOFILE AND ACHIEVE A 24 2 PARTICLE BOARD PANELS 8d SEE MANUFACTURER 3, Concrete has been designed in accordance with ACI 318-02 "Building Code Require- DEPTH OF AT LEAST 5/6 INCH WITHIN'/ INCH BELOW THE WIDEST PORTION 28 2 ments for Structural Concrete". All concrete work shall conform to requirements and OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST recommendations of ACI-301-99 "Specifications for Structural Concrete for Buildings" Y6 INCH TO A LEVEL THAT IS NOT I F55 THAN 13/4 INJCHES BELOW THE 32 3 F L O O R S H E A T H I N G (fc" = 3000 psi); All exposed slabs,garage slabs, and steps shall be 3500 psi air-entrained. TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE 36 3 Reinforcing steel shall conform to ASTM A-615 Grade 60. HANDRAIL ABOVE THE RECESS SHALL BE ly4 INCHES TO A MAZIMUM OF 23/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. STRUCTURAL PANELS: 4. All framing members shall be doug-Fir #1 (Fb = 1000psi); provide (3) 2x8 header 1" OR LESS 8d 6" EDGE / 12" FIELD over all wall openings, unless otherwise noted. SECTION 31 G GUARDS GREATER THAN 1" 10d 6" EDGE / 6" FIELD 5. Micro-lam girders (ML) shall be laminated veneer lumber with E=2.0x106 PSI. R31 2.1 GUARDS REQUIRED Fb = 2,600 PSI, as manufactured by TRUS-JOIST McMILLAN. PORCHES,BALCONIES, OR RAISED FLOOR 5URFAC:E5 LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE SMALL HAVE GUARDS NOT NAILING NOTES 6. Double frame around all openings, under parallel walls and under bathtubs. Provide LESS THAN 3G INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH ATOTAL Simpson hanger connections at all flush structural load bearing conditions. RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHIING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL SHALL HAVE GUARDS NOT LESS THAN 34 INCHES PN HEIGHT MEASURED SHEATHING IS NAILED 3" ON CENTER AT THE PANEL ]EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M" VERTICALLY FROM THE NOSING OF THE TREADS. FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 8. All steel work shall conform to the requirements of the AISC "Specifications for R 312.2 GUARD OPENING LIMITATIONS TO MAINTAIN THE LOAD PATH. Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform REQUIRED GUARDS ON OPEN 51DE5 OF STAIRWAYS;, RAISED FLOOR 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE to ASTM A-572(GRADE 50) and A-501 AREAS,BALCONIES AND PORCHES SHALL HAVE INT EKMEDIATE RAILS OR PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. 9. All electrical work shall conform to local NEC and Underwriters Laboratory requirements. ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL INCHES OR MORE IN DIAMETER. REQUIREMENTS. 10. Pre-fabricated fireplaces and flues shall be UL approved. 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR; RAFTERS, JOISTS AND STUDS. 11. Install smoke detectors and carbon monoxide detectors in accordance with all EXCEPTION 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE state and local code requirements. THE TRIANGULAR OPENINGS FORMED BY THE RISER;,TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF THE STAIRWAY ARE PERMITTED TO ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. BE OF SUCH SIZE THAT A SPHERE G INCHES IN DIAIMETER CANNOT PASS 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE 12. The Contractor shall verify all existing conditions before starting construction and THROUGH. shall notify the engineer of any ambiguities or discrepancies before proceeding with the work. If any questions arise before or during construction as to the intent or details of CLIMATIC & GEOGRAPHIC DESIGN C RT I E R I A the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) 724-7888 for clarification and/or instructions. If the contractor fails to follow the above procedure, he shall assume all responsibility for the consequences of his actions GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY and/or decisions. I EGN O IBES ( DEN CE SNOW SPEED TOPOGRAPHIC SPECIAL WIN WIND-BORNE DESIGN WEATHER- FROST LINE 13. The owner shall arrange for supervision of the construction work to insure p LOAD (mph) EFFECTS REGION DEBRIS ZONE CATEGORY ING DEPTH TERMITE compliance with the contract documents. SECTION 8807 ATTIC ACCESS '` r(±`�.;,.. 1 005 HARBOR LN. DATE: 12 MODERATE 14 When using ACQ pressure treated lumber all nails,screws,sill plates and R 807.I ATTIC ACCESS k °'� �,SI N,- �'4' r� '•, 30 PSF 140 NO NO NO C SEVERE 3'-0" C.i` << CUTCHOGUE, NY TO HEAVY wind strops must be hot dipped galvanized or stainless steel fasteners IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION,AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT V l WINTER ICE BARRIER FLOOD AIR MEAN EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOMS) EXCEED 30 SQUARE FEET AND HAVE A VERTICAL WEIGHT OF 30 INCHES iy1 F i TY�I CAL mjparchitecture.com Site OR GREATER. {r DESIGN UNDERLAY- HAZARDS FREEZING ANNUAL , 1 @ FLOOR ROOM NAME REO'D CLEAR OPENING PROVIDED ,S.F.) THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY i •,rd TEMP. MENT INDEX TEMP. FIRST 5.7 30 INCHES AND SHALL BE LOCATED IN A HALLWAY'OR OTHER READILY ?s. Y� mjpallarch gmail.com-email REQUIRED 1500 ACCESSIBLE LOCATION, A 30 INCH MINIMUM UNOBSTRUCTED 1- CODE 5 N E ET N OT E5 631-751-3870 15' YES NO (496) 52.9 SECOND 5.7 HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT � ABOVE THE ACCESS OPENING. SEE SECTION M 1 S05.1.3 FOR ACCESS SECOND 5.7 REQUIREMENTS WHERE MECHANICAL EQUIPMENT ISLOCATED IN ATTICS. TOWN OF SOUTHOLD AS PER IRC 2015, SECTION 1609 ,AS APPLIES FOR THIS PROJECT, AND THE 2016 NYS UNIFORM CODE SUPPLEMENTS AND ASCE 7-10 ENGINEERED DESIGN FOR SNOW AND WIND LOADS AS THE REFERENCED STANDARD. MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS of 9 RIDGE BEAM SIMPSON U210 (SEE PLAN FOR SIZE) HGR. @ 16" Y2„O LAG CONTINUOUS RIDGE VENT 5- BOLTS @ 16" > BASE PATE Y2 SIMPSON / (7) 8d NAILS H-3 HURRICANE (2) SIMPSON CLIP @ 16" SIMPSON LBV EACH SIDE SIMPSON CS20 H2A HURRICANE OF EACH RAFTER @ 16" 0/C (5) 8d CLIP @ 16" NAILS EACH SIDE OF RIDGE SIMPSON CS20 STRAP @ 16" O.C. G ° Y 2"0 LAG ° BOLTS @ 16" o- SIMPSON 0210 a a ° HGR. @ 16" � 5/ 2'-6't2'-6" ROOF RAFTERS (7) 8d NAILS (4) 3/4"b X 12 X 1'-0 FOOTING TYP. AC4 EA. SIDE (SEE PLAN FOR SIZE) LONG ANCHOR ( ) BOLTS PORCH ZRAFTERZGIRDER CONNECTION DETAIL RIDGE DETAIL @ CATHEDRAL CEILING RAFTERZTOP PLATE CONNECTION DETAIL LOAD PATH, FLOOR FRAMING DETAIL FOOTING DETAIL DETAIL I DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 TRIPLE STUD -- TRIPLE STUD el— 3/4" 0 BOLTS (7) 8d NAILS SIMPSON HTT5 (7) 8d NAILS (18) 16d NAILS • 5/8" THREADED o SIMPSON CS20 3" x 3" x 1/4" STL. PLATE ROD I STRAP @ 16" O.C. SIMPSON CS20 STRAP @ 16" O.C. WRAP • SIMPSON HTT5 DOUBLED2X60SILLD PLATE o WRAPPED AROUND DOUBLE 2X6 SILL 5/8" 0 THREADED ROD 5/8" 4 THREADED ROD 1 PLATE CS20 STRAP 12„ 3"x3"xt/4" & 3"x3"x1/4" WASHER & NUT WASHER NUT @ 16" OC MIN 4) lOd NAILS ( 5/a" 0 ANCHOR BOLT • (MIN. 7" EMBEDMENT) @ 39" O.C. (1) SIMPSON H2A @ 16" TRIPLE FLOOR JOIST • (4) d (2) 13/4"x 11 7/8" ML • SIMPSON HTT5 10d NAILS " rp ANCHOR BOLT SIMPSON HTT5 18-16d NAILS (MIN. 7" EMBEDMENT) d • TRIPLE STUD • @ 39" O.C. — TRIPLE STUD CANTILEVER DETAIL CANTILEVER HOLDOWN DETAIL ALTERNATE CANTILEVER HOLDOWN DETAIL FOUNDATION WALLZFLOOR FRAMING DETAIL FOUNDATION WALLZFLOOR FRAMING DETAIL DETAIL G D ETA I L 7 DETAIL 8 D ETA I L 9 DETAIL 10 SIMPSON CS20 CONNECTOR OR SIMPSON CS20 CONNECTOR OR TRIPLE STUD (2) H2A @ ROOF CONNECTOR 2"x4" TOP RAIL (2) H2A @ ROOF TRIPPLE STUD 2"x6" WOOD CAP dc DBL. TOP PLATE 2%2" BALUSTERS (2) 16d COMMON NAILS SIMPSON @ 5 o.c. @ 6" o.c. FOR FULL MSTC28 2"x4" BOTTOM RAIL HEIGHT OF STUD (2) 16d COMMON CONNECTOR o zA NAILS @ 6" o.c. SIMPSON H-3 HURRICANE FOR FULL HEIGHT 4X4 WOOD CLIP @ 16" O.C. (18) 16D NAILS OF STUD F1 POST @ 48" 5/4 CLEAR (18) 16d CEDAR DECKING NAILS len 2x4 CRIPPLE STUDS @ 16" OCSIMPSON HTT5 Y2" 0 THRU BOLTS HOLD DOWN SIMPSON � �• • SIMPSLSTA24'-0" MAX 4'-0" TO 12'-0" • CONNECTOR 2" 2"x10" P.T. DECK JOISTS @ '• MAX. 16" 0/C DN. @ POST •• o < 6"x6" P.T. -All AC6 EACH SIDE SIMPSON "HTT5" POSTS @ 6' 0/C SIMPSON AB66 SIMPSON MSTC28 POST BASE ° ° SIMPSON LSTA21 CONNECTOR _ 1/2" 0 ANCHOR BOLT a a a CONNECTOR WRAPPED WRAPPED AROUND BOTTOM AROUND BOTTOM GRADE .. � (MIN. 7" EMBEDMENT) 5/$" 0 BOLT X 24" P LATE -)! :--- II `` — i --- LO N G PLATE �I I � i -- 1�1 I�� II ( � �0 4 � a° a ° —� ° 5/" 0 THRU-BOLT NO SPECIAL UPLIFT I d •. a CONNECTORS REQUIRED THIS AREA HEADER TIE DOWN DETAILS I :`i j •d _ a 4 4x4' POST "� a• - D ETA I L I e ° ° v SIMPSON "HTT5" 2"x2" BALUSTERS 1 "x 2" (ACTUAL @ 5" o.c. -I - DIMENSION) IIII i I ) HANDRAIL AC4 EA. SIDE PORCH ZDECKZJOIST CONNECTION DETAIL FIRST FLOOR SECOND FLOOR DETAIL 12 SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN DETAIL 13 ID ETA I L 14 SIMPSON AB44 POST BASE 4"x4" POST W/ DIAGONAL BRACE „ 3"x3"x1/4" P EG N O l�ES I D E N C E Y2 � @ 12 WASHER & NUT ���� ��`�L�. DATE: >� o/c -° 1005 HARDOR LN. 12- 18- 17 1/2" 0,ANCHOR BOLT 2x10 TREAD e '�`y',, J��`�yo , CUTC110GUE, NY (MIN. 7 EMBEDMENT) *��n �' a PORCHZDECKZHOUSE , . mjparchitecture.com site 2"x10" STRINGER CONNECTION DETAIL ` `` P I CAL .�h�;F;.d�l r` 0 ` `M, mjpallarch@gmail.com—email SIMPSON PB44 POST BASE DETAIL 17 SIMPSON U210 y 5/8” 0 ANCHOR BOLT @ 39" +`' T-yp. t62 �'¢ STI�APPI NG DETAILS 631-751-3876 4x4 POST CONNECTION DETAILS d STAIR RAILING DETAIL HGR. @ 16" O.C. 7 MIN. EMBEDMENT , . DETAIL 15 DETAIL I G • CHAEL JAMES PALLADINO ARCHITECT P.C. `� � • d• �.d ARCHITECTURE o INTERIORS of 9 GENERAL NOTE5 THESE DRAWINGS ARE TO CONVEY THE OVERALL DESIGN INTENT AND GENERAL SCOPE OF WORK. ALL CONNECTIONS, ASSEMBLIES, AND DETAILS REQUIRED TO CARRY - VERIFY PLACEMENT WITH OWNER. OUT TH15 PROJECT ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. THE CONTRACTOR 15 TO CHECK AND VERIFY ALL EXISTING CONDITIONS AT 51TE AND EXAMINE THESE DOCUMENTS AND BE RESPON51151 F FOR ALL MEASUREMENTS, DIMENSIONS AND CONDITIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT FINISHED CARPENTRY: ALL LIGHTING AND SWITCHING TO BE INSTALLED AS PER CODE AND VERIFY WITH OWNER ANY ADDITIONAL BEFORE BID 5UBM155ION AND OR COMMENCEMENT OF WORK. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR FINISHED MOLDINGS THRU OUT NEW(CONSTRUCTION LIGHTING AND OR TYPES (PENDANTS, SCONCES, ART SPOT LIGHTING, ETC) DURING THE WIRING PROCESS. (CONTRACTOR TO DISCU55 WITH OWNER ROOM RECEIVING NEW MOLDING). THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. (ALLOWANCES ARE FOR FURNISH AND INSTALL). CONTRACTOR/ELECTKICIAN SHALL VERIFY EXACT CABINETRY AND EQUIPMENT BEING INSTALLED IN STUDY PRIOR TO COMMENCEMENT OF CONSTRUCTION WILL SIGNIFY THAT THE OWNER, CONTRACTOR AND ALL TRADE AND SUB CONTRACTORS WILL HOLD THE ARCHITECT HARMLESS FOR * CROWN MOLDING: ........................... $20.00 PER LINEAR FT. WIRING INSTALLATION. ANY AND ALL ERRORS, OMISSIONS, AND PERSONAL LIABILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTS AND OMISSIONS OF HIS OR HER EMPLOYEES AND ALL * WINDOW AND DOOR CASINGS ...... .....$10.00 PER LINEAR FT. SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY WORK OR SERVICES UNDER CONTRACT WITH THE CONTRACTOR * BASE MOLDING ................................ $15.00 PER LINEAR FT. CONTRACTOR/ELECTRICIAN TO PROVIDE ALL TRENCH WORK REQUIRED FOR UNDERGROUND ELECTRICAL CONNECTIONS, CONDUITS, AWARDED THE PROJECT. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK USING H15 BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY ALL MOLDING SHALL BE PAINT GRADE POPLAR, BIRCH OR MDF APPROVED MATERIAL. CO)NTRACTOK SHALL COUNTER SINK ALL NAIL AND BRADS FILL AND MAKE READY FOR AND SERVICES. ALL OPEN TRENCH WORK MUST BE INSPECTED BY PROPER AUTHORITIES HAVING JURISDICTION FOR APPROVAL RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER FINAL PAINTERS PREP BEFORE PAINTING. BEFORE BACK FILLING NEW WORK. VERIFY PROCEDURE AND COORDINATE WITH P5E4�G FOR ALL CONNECTIONS THIS AGREEMENT. STRUCTURAL STEEL: CONTRACTOR SHALL MAKE CERTAIN TO SEAL ALL CONDUIT VOIDS AROUND PIPING OR WIRING PENETRATING FACADES, FOUNDATIONS OR ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL BUILDING CONSTRUCTION CODES 2015 IBC * NY5 RESIDENTIAL BUILDING CODE, ENERGY A5TM A572 - Fy = 50 K51 ALL STRUCTURAL STEEL CONNECTIONS TO BE PROVIDED BY FABRICATOR IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL ROOFS PRIOR TO BACK FILLING AND OR INSTALLATION OF FINISHED MATERIAL INSTALLATIONS. CONSERVATION CODE AND ALL RULES AND REGULATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION, INCLUDING THE LATEST EDITIONS OF THE NATIONAL FIRE CODE CONSTRUCTION (A15C). AND ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. ALL STEEL COLUMNS SHALL BEAR DIRECTLY ONTO CONCRETE OR STEEL TO STEEL(NO WOOD TO BE "SANDWICHED" BETWEEN COLUMN AND STEEL). ELECTRICIAN SHALL PROVIDE ALL REQUIRED SERVICES TO POWER ALL NEW H.V.A.C. SYSTEM, THIS SHALL INCLUDE, HEAT PLANTS, AIR HANDLERS, COMPRESSORS, WATER HEATERS, RELAYS, D15CONNECT SWITCHES, ETC. FOR A COMPLETE OPERATING SYSTEM, ALL INSTALLED HOMEOWNER SHALL PAY FOR ALL REQUIRED PERMIT5 FROM ALL AGENCIES HAVING JURISDICTION, INCLUDING -TOWN OF SOUTHOLD, SUBCONTRACTOR TRADES (IE: ELECTRICIANS, PLUMBERS, HVAC, ETC.) AS PER NY STATE RESIDENTIAL BUILDING AND ELECTRICAL CODES. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE ALL 51TE INSPECTION WITH BUILDING DEPT., PROVIDE FINAL UL ELECTRICAL UNDERWRITERS CERTIFICATE, SHALL NOT DRILL THROUGH, NOTCH OR ALTER ANY STRUCTURAL RELEASE OF LIENS FROM SUBCONTRACTORS AS WELL AS GENERAL CONTRACTOR. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FINAL C/O , IT 15 THE MEMBERS UNLESS INSTRUCTED BY GENERAL CONTRACTOR AND AS PLUMBING: RESPONSIBILITY OF THE HOMEOWNER TO OBTAIN A FINAL SURVEY SO TO SECURE C/O FROM THE TOWN OF SOUTHOLD AT PROJECT COMPLETION. PROVIDED FOR IN THI5 CODE SECTION ALL PLUMBING WORK SHALL BE PERFORMED BY A DULY LICENSED 8502.8 - R502.8. 1 - R502.8.2 - R502. 1 1 .3 - PLUMBING CONTRACTOR AND SHALL OBTAIN AND PAY FOR ALL PLUMBING IF IN THE COURSE OF CONSTRUCTION, CONDITION EXISTS WHICH DISAGREE WITH THAT AS INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL RG02.5 - RG02.G - RG02.G. I - 8802.7 - R802.7. 1 PERMITS AND APPROVAL- ALL PLUMBING WORK MUST CONFORM IN STRICT ACCORDANCE WITH STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL A55UME 8802.7.2 - R802.G - 8502.5 TO THE NEW YORK STATE RESIDENTIAL CODE 2015 * 2015 IBC BUILDING CODE P2501 - P3201 .7. ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. NO NOTCHING OR CUTTING OF FLANGES OF STEEL BEAMS SHALL BE ALLOWED ALL PIPING SHALL BE EITHER COPPER HOT AND COLD SUPPLY LINES OK"PEX" PIPING AS PER CODE. CONTRACTOR SHALL PROVIDE A "NO FREEZE" HOSE BIB ON REAR FACADE. VERIFY WITH OWNER OF THEIR PLACEMENT. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. CONTRACTOR SHALL INSTALL ALL NAILING AS PER SCHEDULES t FASTENERS AS SHOWN ON SHEETS C-I C-2 IN COMPLIANCE WITH NY STATE RESIDENTIAL BUILDING CODE 2015. PLUMBER SHALL AT ALL TIMES NOT DRILL THROUGH ANY STRUCTURAL HEADERS OR GIRDERS AND VERIFY WITH CONTRACTOR DRILLING ABSOLUTELY NO CONSTRUCTION DEBRIS OR MATERIALS SHALL BE BURIED ON SITE OR BURNT ON SITE. ALL REMNANTS OF CONSTRUCTION SHALL BE LAWFULLY REMOVED AND MANUFACTURERS 5PECIFICATION5 - PROVIDE CODE COMPLIANT PLYWOOD PANELS, OR IMPACT WINDOWS THROUGH FLOOR AND CEILING JOISTS AND NEVER TO DRILL AT LOWER SECTION OF ANY JOIST 50 TO NOT COMPROMISE THE DEFLECTION FROM THE PROJECT SITE IN DUMPSTERS AND DISPOSED OF A5 PER GOVERNING LAWS OF THE STATE OF NEW YORK AT LANDFILLS. IT 15 THE RESPONSIBILITY OF THE - AS INDICATED ON SHEET C-2 - FOR NEW WINDOWS IN STUDY. STRENGTH OF THE BEAMS. INCLUDING ALL NOMINAL WOOD FLOOR OR CEILING BEAMS AND JOISTS. CONTRACTOR TO PROVIDE AS MANY DUMP5TER5 AS REQUIRED THRU OUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT SITE CLEAN FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY ITS PERFORMANCE OF WORK INSULATION SPECIFICATION: IECC 2015 ENERGY CODE - SEE SHEET C-4 FOR ADDITIONAL DETAILS -AND ALL REQUIRED NOTES INSTRUCTION AND OR TRADE. CONTRACTOR SHALL UPON COMPLETION OF PROJECT SHALL LEAVE THE PROJECT BROOM CLEAN, REMOVE ALL DEBRIS, TOOLS, CONSTRUCTION NOTE: A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE CONDITIONED AIR BUILDING ENVELOPE. H.V.A.C.: EQUIPMENT, PORTA 5AN5, ETC. MAKE READY FOR HOMEOWNERS CLEANING SERVICES AND LANDSCAPERS. THE EXTERIOR THERMAL ENVELOPE SHALL CONTAIN A CONTINUOUS AIR BARRIER. CONTRACTOR TO FURNI5H AND INSTALL A COMPLETE A/C SYSTEM ALL IN ACCORDANCE WITH 201 5 IBC BUILDING CODE ANY JOINTS OR BREAKS SHALL BE SEALED. NEW YORK STATE RESIDENTIAL BUILDING CODE 2015, M 1301 - M2204.4, G2401 - P2GO8.5 SEE SHEET C-4 FOR ENERGY CODE COMPLIANCE CONTRACTOR SHALL SUPPLY ONE (1) PORTA SAN FACILITY AT ALL TIMES ON SITE THRU OUT THE DURATION OF THE CONSTRUCTION AND SHALL BE SERVICED TWICE ALL DUCT WORK TO BE INSULATED WITH MIN. 1-1/2" FIBERGLASS WRAP BLANKET AND FOIL JACKET. WEEKLY. . WALLS - K-2I BATT 5?"THICK(KRAFT FACE) 2xG STUDS INCLUDING RIM 4BAND J0I5T. FOR THIS PROJECT NO NEW HVAC UNITS WILL BE REQUIRED. AN EXTENSION OF THE EXISTING DUCT WORK FOR ROOM ENLARGMENT AREA REQUIRED (ON REGISTER) CONTRACTOR TO INSTALL SINGLE STATION SMOKE DETECTORS IN STUDY, IN COMPLIANCE WITH THE NYSEC, ASIO. DETECTORS SHALL BE ELECTRIC AND SHALL BE . CEILINGS - R-38 BATT 12" THICK(KRAFT FACE) INCLUDING CATHEDRAL CEILING AREA1. DIRECTLY CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING SWITCHES. PROVIDE ALL IN ACCORDANCE WITH PORTICO: NY5 2015 IBC - SECTION 915. - 915.2.G.3 BUILDING CODE. INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE AND AS SHOWN ON PLANS BUT NOT . FLOOR- R-30 BATT 9"THICK(KRAFT FACE) DRAPED DOWN PASSED SILL PLATE - ti�IN. 18" DOWN IN CRAWL SPACE. CONTRACTOR SHALL VERIFY WITH HOMEOWNER FINISHED TYPE OF DECKING (i.e: MAHOGONY, TREX', ETC.). 4" DECKING SHALL BE FASTENED TO DECK JOISTS WITH LIMITED TOO. SINGLE AND MULTIPLE STATION SMOKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL ALARMS THRU OUT STAINLESS STEEL RING SHANK SCREWS AS PER MANUFACTURERS SPECIFICATION. IN ACCORDANCE WITH R313. POWER SOURCE FOR SMOKE ALARM AND CARBON MONOXIDE SYSTEMS SHALL COMPLY WITH K313. 1 - R313.4.5. ALL SYSTEMS SHALL . PROVIDE PICTURE FRAME AIR SEAL TO PA55 (3) AIR CHANGES PER HOUR. COMPLY WITH UL217, NFPA72. NfPA720. ALL UNDERCARRIAGE DECK JOISTS SHALL BE "ACO" - EXTERIOR 2"x8" @ 1 G" O.C. INCLUDING GIRDERS AS SHOWN ON PLANS. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PURCHASE AND PAY FOR THE COST OF INSURANCE COVERAGES AS REQUIRED. COPIES OF ALL INSURANCE RECESSED DOWN LIGHTING FIXTURES INSTALLED IN BUILDING ENVELOPE SHALL BE SEALED TO GYPSUM BOARD DRYWALL CEILING - AIR TIGHT IC RATED. CERTIFICATES ARE TO BE SUBMITTED TO OWNER UPON REQUEST. ALL COVERAGES REQUIRED SHALL INDEMNIFY AND HOLD HARMLESS THE HOMEOWNER DAVID AND MICHELLE PEGNO , AND ARCHITECT MICHAEL JAMES PALLADINO ARCHITECT; P.C. FROM ALL AND AGAINST ALL CLAIMS, DAMAGES, LOSS, OR EXPENSE ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK AS DEFINED IN SECTION 3. 18 OF THE A.I.A. DOCUMENTS AND A201-THE GENERAL CONDITIONS CONTRACT. GYPSUM BOARD: POLICIES SHALL BE FOR WORKMAN'S COMP, COMPREHENSIVE LIABILITY, AUTOMOTIVE LIABILITY AND ALL ADDITION INSURANCES REQUIRED FOR CONDUCTING THE ALL GYPSUM BOARD TO BE 5/8"THICK THROUGHOUT UNLESS OTHERWISE NOTED. PROJECT. ALL GYPSUM BOARDS INSTALLED IN LENGTHS AND DIRECTIONS WHICH WILL MINIMIZE NUMBER OF END JOINTS AND SEAMS. ALL WALLS AND CEILINGS TO RECEIVE 3 WORKMAN'S COMP COATS OF TAPE AND SPACKLE, IN CATHEDRAL CEILING AREAS CONTRACTOR SHALL USE FIBERGLASS REINFORCED TAPE, SPACKLE AS INSTRUCTED ABOVE. IT 15 THE I . AS REQUIRED BY NEW YORK STATE RESPONSIBILITY OF THE PAINTING CONTRACTOR TO PERFORM THE FINAL PREP ON ALL WALLS, CEILINGS, AND TRIM WOODWORK, FOR ALL PRIMERS AND PAINTING. 2. ALL SUBCONTRACTORS FLOORING: 3. ALL INDEPENDENT CONTRACTORS CONTRACTOR SHALL VERIFY WITH OWNER ALL FINISHED FLOORING THRU OUT NEW CONSTRUCTION AND PROVIDE PRICING FOR FINISHED WOOD FLOORING, OR 4. THIRTY (30) DAY NOTICE OF CANCELLATION PREPARATION REQUIRED FOR WALL TO WALL BROADLOOM CARPETING *WHERE A CHOICE FOR STONE/TILE FLOORING. CONTRACTOR SHALL INSTALL"MUD JOB" BASE COMPREHENSIVE GENERAL LIABILITY FOR PROPER INSTALLATION * LEVELING OF ROOM. 1 . $3,000,000 COMBINED SINGLE LIMIT PERSONAL INJURY LIABILITY AND PROPERTY DAMAGE LIABILITY WINDOWS AND DOORS: 2. CONTRACTOR HOLD HARMLESS AGREEMENT ALL NEW WINDOW DE5IGNATION5 ARE TO BE ANDERSON "400 SERIES" WINDOW- CONTRACTOR TO VERIFY EXISTING WINDOWS IN DWELLING - MATCH NEW IN KIND, SIZE 3. PRODUCTS LIABILITY AND/OR COMPLETED OPERATIONS AND FUNCTION AS INDICATED ON PLANS, ALL WINDOWS TO BE LOW"E" GLAZING PANELS, PROVIDE ALL 7RU5CENE" INSECT SCREENS, GRILLE WORK SHALL MATCH 4. OWNER SHALL BE NAMED AS ADDITIONAL INSURED EXISTING EXTERIOR AND INTERIOR AS SHOWN ON ELEVATIONS FOR THI5 PROJECT. WHITE HARDWARE, ALL GLAZING LE55 THAN 18" ABOVE FINISHED FLOOR MUST BE 5. THIRTY (30 DAY NOTICE OF CANCELLATION TEMPERED. INSTALL ALL REQUIRED WEATHERSTRIPPING, FLASHING, SET LEVEL AND TRUE FOR A PROPER MANUFACTURERS APPROVED INSTALLATION. EXTERIOR CLADDING COLOR TO BE WHITE. AUTOMOBILE LIABILITY 1 . $3,000,000 COMBINED SINGLE LIMIT BODILY INJURY LIABILITY AND PROPERTY DAMAGE LIABILITY INTERIOR DOORS : PROVIDE AN ALLOWANCE OF $200.00 PER DOOR. STYLE AND FINISHI (IE: PAINT GRADE, MDF COMPOSITE, STAINED CLEAR WOOD) TO BE DETERMINED CANCELLATION CAUSE TO BE MODIFIED AS FOLLOWS: SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING BY OWNER. COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE OF THE CERTIFICATE HOLDER. MASONRY: THE ABOVE COVERAGES ARE MINIMUM REQUIRED BUT NOT LIMITED TOO * CONTRACTOR SHALL VERIFY WITH BUILDING DEPT. FOR ANY ADDITIONAL COVERAGES OR LIMITS NO MASONRY SHALL BE LAID OR INSTALLED IN TEMPERATURES BELOW 38 DEGREES F. REQUIRED FOR PERMIT ISSUANCE. MASON SHALL PREPARE MORTORTO COMPLY WITH MANUFACTURERS SPECIFICATIONS /AND TO COMPLY WITH THE LATEST ASTM C-270 FOR MORTAR MIXTURES AND ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE PREMISES SHALL BE NEW AND UNUSED. THE CONTRACTOR SHALL GUARANTEE THE WORK OF EACH INSTALLATION PRACTICES. THE MORTAR COLOR SHALL BE CHOSEN BY OWNER TO COORDINATE WITH STONE RISERS ON NEW PLATFORM t STEPS AL50 BEING CHOSEN BY OWNER. CONTRACTOR/STONE MASON SHALL PROVIDE OWNER WITH BOTH, SAMPLE OF STONE AND MORTAR TOGETHER FOR APPROVAL. TRADE AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL STONE WORK TO BE PERFORMED BY A QUALIFIED MASON, MASON SHALL REVIEW ALL EXTERIOR FACADE ELEVATIONS ON PLANS AND MAKE HIMSELF FAMILIAR WITH THE PROJECT DETAILING. UNDER GROUND UTILITIES: IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS TO CONTACT SUFFOLK COUNTY TO LOCATE ALL UNDER GROUND/ UNSEEN UTILITY LINES ALL PLATFORMS AND STEPS AS INDICATED ON PLANS, TO BE FULL COLOR BLUESTONE TOPPED ON 4" P. CONCRETE BED WITH MATCHING STONE RISERS. AND PIPING, INCLUDING BUT NOT LIMITED TOO... GAS, ELECTRIC, WATER, SEPTIC/SEWER, CABLE, PHONE, ETC. PRIOR TO ANY EXCAVATION REQUIRED FOR NEW CONSTRUCTION OF STRUCTURES OR REQUIRED CONNECTIONS TO UTILITIES. EXTERIOR SIDING AND FINISHES: ALL AREAS, AS INDICATED ON PLANS AND ELEVATIONS SHALL RECEIVE CEDAR PERFECTION SHINGLES - G" EXPOSURE TO WEATHER AS SHOWN - MATCH PROFILE EXPOSURE IN FIELD, ALL SURROUNDS, CASINGS, CK055HEAD5 AS SHOWN ON ELEVATIONS SHALL BE AZEK COMPOSITE MATERIAL OR APPROVED EQUAL MATCHING EXISTING CONCRETE/ FOUNDATIONS/ MASONRY: DWELLING PROFILES * DIMENSIONS. ALL FASCIAS, RAKES, SUB FASCIAS, ETC. SHALL BE AZEK OR EQUAL COMPOSITE MATERIAL. PROVIDE ALL VINYL BEAD BOARD FOOTINGS = SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM CONCEALED VENT 50FFIT5 IN FRONT PORTICO ROOF, INCLUDING ALL SOFFITS AND OVERHANGS , ALL FASCIAS MADE READY TO RECEIVE NEW GUTTERS - LEADERS DOWN BEARING CAPACITY OF I TON/5Q. FT. TO DKYWELL5 AS SHOWN ON SURVEY. IF INADEQUATE SOIL CONDITIONS ARE ENCOUNTERED HE SHALL NOTIFY ARCHITECT FOR INSTRUCTION, CONTRACTOR,SHALL VERIFY CONDITIONS AT SITE. ROOFING: EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATED EARTH 50 NOT TO DISTURB REQUIRED BEARING CAPACITY. INSTALL ARCHITECTURAL DIMEN51ONAL"LIFETIME" "TIMBERLINE "HD"ARCHITECTURAL ASPHALT ROOFING SHINGLE. NEW ROOFING PROVIDE ICE AND WATER SHIELD AT BACKFILL: CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS FOR INSTALLATION OF FOOTINGS AND FOUNDATION WALLS, NO BACKFILLING WILL BE DONE WITHOUT STRICT GUTTER/ FASCIA LINE MIN. 24" UP ROOF, BOTH NEW AND EXISTING IN ACCORDANCE W17H R905.2.7. 1 . ALSO ALL VALLEYS, AND ALL ROOF TO VERTICAL WALL INSTRUCTION AND APPROVAL FROM THE BUILDING INSPECTOR- PROVIDE ALL REQUIRED DRAINAGE MATERIAL AS SHOWN ON CONSTRUCTION DOCUMENTS INCLUDING INTERSECTIONS SHALL RECEIVE ICE AND WATERSHIELD. PROVIDE ALL FLASHING, STEP FLASHING, REGLET INTO MASONRY CHIMNEY AT ROOF INTERSECTION. - DO NOT EVEN LAYERS OF GRAVEL, CELOTEX MASTIC WATERPROOFING, ETC. ALL DONE PRIOR TO BACKFILL. DO NOT BACKFILL AREAS THAT CONTAIN MUDDY EARTH CONDITIONS, STORE MATERIALS ON ROOF, NOR POSITION INSTALLATION EQUIPMENT IN LOAD CONCENTRATIONS EXCEEDING DESIGN LIVE LOADING. WATER, ICE, SNOW FROST, ETC. psi @ 28 DAYS (NO EXCEPTION WILL BE ALLOWED) - SLABS TO BE 4,000 P51 @ 28 DAYS MIN. CAULKING O FLASHING: CONCRETE SHALL BE F'c = 3,500 p CONTRACTOR SHALL INSTALL ALL FLASHING @ROOFING NVALL FACADE, WINDOWS * DONORS. TO BE LEAD COATED COPPER SECTIONS (FULL LENGTH OR STEPPED ALL FOUNDATION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 2015 IBC t- NYS RESIDENTIAL BUILDING CODE, OR GREATER A5 INDICATED ON PLANS INDUSTRY STANDARD 20 GA. OR BETTER. IN ACCORDANCE WITH 8.703.8, R903.2 t- 905.2.8 (NY5. 2015 IBC t- NY5 RESIDENTIAL BUILDING CODE). VERIFY THE PROPER AND SPECIFICATIONS. SECTION 8401 - R408 INSTALLATION PROCEDURE WITH MANUFACTURERS SPEC. AT ALL AREAS WHERE CONCRETE OR MASONRY INSTALLATION COMES IN CONTACT WITH ANY WOOD SURFACES, CONTRACTOR SHALL INSTALL"ARMOR FLOC" OR EQUAL ALL ROOF PENETRATIONS SHALL BE SILICONE LIFETIME CLEAR COLOR AND OR TAR* PITCH AT ALL VENT PIPES STAND PIPES, etc. FOR PROTECTION OF ALL WOOD SILLS, 5TUD5 AND BOX BEAM CONSTRUCTION ALL DOOR* WINDOW FRAMES TO RECEIVE CLEAR SILICONE CAULKING AS REQUIRED FOR A WATER/WEATHERPROOF INSTALLATION. ALL NEW CONCRETE FILLED 50NOTUBE5 SHALL BE 3500 PSI MIN. 4� FILLED CONCRETE AS SHOWN ON PLANS GUTTER t- LEADERS: CONTRACTOR TO INSTALL ALL GUTTERS * LEADERS THRU-OUT NEW CONSTRUCTION BLUESTONE MASONRY: - VERIFY ALL FULL LENGTH OF GUTTER AND LEADERS TO DKYWELL5 OR SPLASH BLOCKS ,AS PER CODE REQUIREMENTS CONTRACTOR/ MA50N SHALL PROVIDE ALL - FULL COLOR BLUESTONE TOPPED ON 4" CONCRETE BED AS INDICATED ON PLANS. - FOR THE WALKWAY- VERIFY EXACT DANY COIL EXTRUDED ALUMINUM -WHITE BAKED FINISH. DIMENSION * LOCATION WITH HOMEOWNER AT SITE, WOOD FRAMING/CARPENTRY: ELECTRICAL: INSTALLATION OF ROUGH CARPENTRY WORK TO COMPLY WITH "MANUAL OF HOUSE FRAMING" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NEPA) AND WITH THE ALL ELECTRICAL WORK TO BE PERFORMED BY A DULY LICENSED RECOMMENDATION OF THE AMERICAN FOREST AND PAPER A55OCIATION (AF*PA), UNLESS OTHERWISE NOTED. ELECTRICIAN - ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH INSTALL ALL FIRE CAULKING AS PER NEW YORK STATE RESIDENTIAL BUILDING CODE 2015 t 2015 IBC AT ALL FLOORS, AND FRAMING INTERSECTIONS. VERIFY WITH THE NEW YORK STATE RESIDENTIAL CODE 2015 * 2015 IBC BUILDING CODE, E3301 - E3905 AS WELL A5 APPLIANCE INSTALLATION E4001 , BUILDING DEPARTMENT IF A SEPARATE FIRE CAULKING INSPECTION 15 REQUIRED. BOARD OF UNDERWRITERS, U.L. ALL FRAMING CONSTRUCTION SHALL CONFORM TO 2015 IBC 4� NY5 RESIDENTIAL BUILDING CODE, OR GREATER WORK WILL INCLUDE BUT NOT LIMITED TOO: ELECTRICAL SERVICE CONNECTION AND DISTRIBUTION SYSTEMS, PANELBOARD5, LIGHTING FIXTURE5, FLOOR SYSTEMS: 8501 - K50G.2.4 POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. ALL PANELS, SUB PANELS, WALL SYSTEMS: RGO I - RG 13.7 (8) EQUIPMENT TO BE HOUSED IN UTILITY ROOM IN CELLAR. ROOF SYSTEMS: 8801 - R808.1 , R901 - 907. 1 ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACQ PRESSURE TREATED AS TESTED BY A5TM. AT THE TOP OF FOUNDATION WALLS, CONTRACTOR SHALL INSTALL CONTRACTOR/ELECTRICIAN VERIFY THAT EXISTING SERVICE ELECTRICAL PANEL 5UFFICIE14T TO POWER NEW CONSTRUCTION. PROVIDE REQUIRED "SILL SEAL" CONTINUOUSLY, AND COPPER COATED TERMITE SHIELD BEFORE INSTALLATION OF PRESSURED TREATED WOOD SILLS. NOTE ALL METAL FASTENERS TO BE ELECTRICAL PANELS WITH NECESSARY CIRCUITS FOR ALL APPLIANCES, LIGHTING, OUTLETS, H.V.A.C. UNITS, ETC. AND A MIN. OF TEN (10) SPARES FOR STAMPED WITH BLUE "Z" MAX CORROSION PROTECTION. FUTURE ELECTRICAL NEEDS, ELECTRICAL CONTRACTOR TO VERIFY WITH P5E*G REQUIRED FEEDS AND EQUIPMENT TO PROCURE ELECTRICAL NEEDS P EG N O RE51 D E N C E STRUCTURAL LUMBER SHALL MEET OR EXCEED THE FOLLOWING Fb = 1 , 000 psi, I .Gw X 106 DOUGLAS FIR NO. #2 OR BETTER. FORA 400 AMP SERVICE. DATE: 12- 18- 17 ALL SUBFLOOKING AS DESIGNATED SHALL BE SCREW FASTENED d E"�` 1005 HARBOR LN. AND GLUED (CONSTRUCTION ADHESIVE) ALL OUTLETS SHALL BE INSTALLED SHALL BE INSTALLED ON EACH WALL OR WITHIN 8'-O" APART. AS PER CODE. f r, � C MICRO LAM HEADERS AS PER PLANS. ( M.L. INDICATES MICRO LAM HEADERS) 2.Ox 10'; OTHER LAMINATE TYPE HEADERS SHALL BE USED UNLESS OTHERWISE NOTED. G� ®p 9�� �l ` CUTCHOGUE, NY ALL CONDUCTORS SHALL BE COPPER WITH A MINIMUM WIRE SIZE OF #12AWG (ALUMINUM CONDUCTORS SHALL NOT BE USED ANYWHERE ON GRADING: f ; r mjparchitecture.com site THIS PROJECT), THE ELECTRICIAN SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR CIRCUIT/PROTECTIVE DEVICES 5 I EC I f 1 CATION S CONTRACTOR SHALL ROUGH GRADE NEW AREA OF CONSTRICTION AWAY FROM NEW STRUCTURE FOR DRAINAGE - MIN. ' PER FOOT @ FOUNDATION WALL EMPLOYED. THE ELECTRICIAN SHALL ENSURE THAT THE CIRCUIT AMP CAPACITY AND SHORT CIRCUIT OVERLOAD PROTECTION IS �. � -------" mjpallarch@gmail.com-email -MIN. 12" OR GREATER DOWN FROM TOP OF FOUNDATION WALL OR ANY WOOD STRUCTURE TO GRADE LINE. IT IS THE RESPONSIBILITY OF THE LANDSCAPER OR HOME APPROPRIATE FOR THE EQUIPMENT AND OR AMOUNT OF LIGHTS OR OUTLETS BEING INSTALLED ,,�"�� t52 - 631-751-3876 OWNER CONTRACTOR SHALL PROVIDE OUTDOOR GFI CONVENIENCE OUTLETS WITH COVERS, ONE ON REAR FACADE THAT THE FINAL GRADING * PROPER 501L SHALL BE DONE FOR ALL FUTURE PLANTINGS. (IE: GRASS, TREES, SHRUBS, ETC.) MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS C 3 of 9 RES-CHECK ENERGY NOTES I . ALL NEW CONSTRUCTION SHALL COMPLY WITH IECC 2015 '� - � � � ,. NOTES 2. INSTALL AIR BARRIERS �THERMAL BARRIERS PER MANUFACTURER'5 INSTALLATION INSTRUCTIONS. a .: IECC 2015 LI N E ENERGY i. All construcflon shall comply with the 2015 International Energy Conservation 3, ALL FENESTRATION TO BE LISTED AND LABELED TO MEET AAMA. ra. g. "- " 4. ALL RECESSED LIGHTING FIXTURES SHALL BE IC RATED, LAf3ELED, AND SEALED AT HOUSING/INTERIOR FINISH, =tr g INSULATION SPECIFICATIONS: Connergtion efficiency ro authority having jurisdiction shall be permitted to determine 5. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND EXHAUSTS. an energy efficiency program is exceed the energy efficiency required by this code, ®FLAT CEILING: R-38 BATT G. BLOWER TEST DOOR @ 50 PA LE55 THAN 3 ACH. RECORD WHEN TESTING WAS CONDUCTED (AFTER ROUGH-IN AND INSTALLATION OF PENETRATIONS) LEAKAGE a _ 2. Apermanent certlticate shall be completed by the builder and posted on awall RATE, AND TEST SPECIFICATIONS. IF TESTING 15 NOT PERFORMED, A VISUAL INSPECTION MUST BE PERFORMED AND VERIFICATION MAY NEED TO OCCUR Win•.,, .:_.m ®VAULTED AND TREY CEILINGS: R-38 BATT In the space where the furnace is located.Certificats shall comply with!RC h11'C01,14 DURING INSPECTION REPORT. 3 7. U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE WITH THE NFRC TEST PROCEDURES OR TAKEN FROM THE DEFAULT TABLES. ®COVERING DOMED CEILING AREAS: (N/A) . Attic or crawl space access shall be surfaces, and Insulated to a level equivalent 8. A PROTECTIVE COVERING 15 INSTALLED TO PROTECT EXPOSED EXTERIOR INSULATION AND EXTENDS A MINIMUM OF G INCHES BELOW GRADE to the insulation on thesurrQundtngsurfac�s, ®ABOVE GRADE EXTERIOR WALLS: R 21 BATT IN 9. ALL INSULATION SHALL BE INSTALLED AND LABELED WITH R-VALUE PROVIDED. 2xG WOOD STUDS INCLUDING RIM AND BAND J015TS 4, Instatlation-the components or the building thermal envelope shall be Installed in accordance 10. FLOOR INSULATION INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND IN SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR, OR FLOOR FRAMING CAVITY INSULATION 15 IN CONTACT WITH THE TOP SIDE OF SHEATHING OR CONTINUOUS INSULATION IS INSTALLED ON THE UNDERSIDE OF FLOOR ®MUST DO A PICTURE FRAME AIR SEAL TO PA55 -with the crilort l listed In table 402.4.1.1 Where required by code official,an approved third party FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP SOF ALL PERIMETER FLOOR FRAMING MEMBERS. 3 AIR CHANGES PER HOUR shatl inspect ail companenis and verily compliance. 1 1 . WALL FLOOR*CEILING INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0 FOUNDATION WALLS: R-I I DRAPED BATT 5. Testing-•Building or dwelling unit shall be tested and verified having less than 12. VENTED ATTICS WITH AIR PERMEABLE INSULATION INCLUDE= BAFFLE ADJACENT TO SOFFIT * EAVE VENTS THAT EXTENDS OVER INSULATION. (IN LIEU OF INSULATING BASEMENT CEILING) or equal to 3 ACH50 In CZ4A,5,6A. testing shall be conducted by an approved third party, 13. ATTIC ACCESS HATCH t DOOR INSULATION > R-VALUE OF THE ADJACENT ASSEMBLY. 14, CONSTRUCTION DRAWINGS AND DOCUMENTS DEMONSTRATE ENERGY CODE COMPLIANCE FOR THE BUILDING ENVELOPE. THERMAL ENVELOPE REPRESENTED ®UNDER 51A6: R-12.5 RIGID BOARD 2" $. Inuits-Supply and ret�m ducts in adios shall be insulated to a minimum or R-8 @ 3"or greater ®FLOOR JOISTS: R-30 BATT ON CONSTRUCTION DOCUMENTS. In diamer.and R-fi Q ducts less than 3"in diameter. 15. COMPLIANCE CERTIFICATE POSTED. A CERTIFICATE IDENTIFYING THE ENERGY-RELATED FEATURES OF THE BUILDING MUST BE LOCATED ON OR IN THE 6a. Duct Sealing-Ducts,air handlers and filler boxes shall be seated. ELECTRICAL PANEL, OR OTHER APPROVED LOCATION. NOTE: IF PART OR THE ENTIRE ATTIC WILL BE DECKED I G. SUPPLY t RETURN DUCTS IN ATTICS INSULATED >_ R-8 WHERE DUCT IS >_ 3" DIAMETER >_ R-G WHERE < 3" SUPPLY t RETURN DUCTS IN OTHER PORTIONS OF 7, Duct testing-Ducts shall be pressure tested to determine air leakage by an approved third party. THE BUILDING INSULATED >_ R-G FOR DIAMETER >_ 3" t R 4.2 FOR < 3" IN DIAMETER. OVER WITH PLYWOOD, THE CEILING JOISTS MUST BE DEEP p ENOUGH IN ORDER TO FIT THE BATT INSULATION 50 THAT 8, Building cavlties shall not be used as ducts or plenums. 17. BUILDING CAVITIES ARE NOT USED A5 DUCTS OR PLENUMS IT IS NOT COMPRESSED. IF NOT THEY WILL HAVE TO BE 18. DUCT TIGHTNE55 TEST RESULTS OF :5 4CFM/l 00FT2. WITHOUT AIR HANDLER @ 25 pA, f8 ROUGH-IN TESTING, VERIFICATION MAY NEED TO OCCUR DURING BUILT UP OR UPGRADED TO THE NEXT SIZE. 9. Mechanical system piping insulatlon carrying tluids>105 F degrees or<55F degrees shall FRAMING INSPECTION. 19. DUCTS ARE PRESSURE TESTED TO DETERMINE AIR IFAKAGE WITH EITHER ROUGH-IN TEST, TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL be Insulated with R-3 Minimum. OF O. 1 in W.G. ACROSS THE SYSTEM INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT A TIME OF TEST. POST CONSTRUCTION TEST, TOTAL LEAKAGE MEASURED WITH A PRESSURE DIFFERENTIAL OF O. I m W.G. ACROSS THE ENTIRE SYSTEM INCLUDING THE MANUFACTURER'S AIR s r 14. Mechanical venlliaGan-Shall mea!the requirements of the IRCI IMC. HANDLER ENCLOSURE. MECHANICAL SPECIFICATIONS: 11. E Equipment ipment sizing- PerAGCA manual S,based on loads calculated per ACCA Manual J 20. 75% OF LAMPS IN PERMANENT FIXTURES OR 75% PERMANENT FIXTURES HAVE A HIGH EFFICACY LAMPS. DOES NOT APPLY TO LOW-VOLTAGE LIGHTING. l as provided by a third party HERS Rater. 21 . FUEL GAS LIGHTING SYSTEMS HAVE NO CONTINUOUS PILOT LIGHT. f R> 85%AFUE BOILER(>_ 90010 AFUE FURNACE) 22. AIR HANDLER LEAKAGE DESIGNATED BY MANUFACTURER AT 5 2% OF DESIGN AIR FLOW. 12. Lighting-A minimum of 75%of permanently Installed fixtures must have high-efficacy lamps 23, PROGRAMMABLE THERMOSTATS INSTALLED FOR CONTROL OF PRIMARY HEATING AND COOLING SYSTEMS AND INITIALLY SET BY THE MANUFACTURER TO CODE ! (�>_ 13 SEER AC EQUIPMENT 9 Y p 0 MECHANICAL VENTILATION >_ I 1 O CFM 13. All HVAC,Plumbing Electrical systems shall meet the IRC chapter 11 Energy - SPECIFICATIONS. ` efficiency,international mechanical code,International energy conservation code. 24. HEAT PUMP THERMOSTAT INSTALI ED ON HEAT PUMP. 25. CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC OR ACCESSIBLE MANUAL CONTROLS. ®> E _ ONE NERGY STAR BATH FAN WITH AN ELECTRONIC It shall be the responsibility of theGeneral contractor to submit 2G. ALL MECHANICAL VENTILATION SYSTEM FANS NOT PART OF TESTED * L15TED HVAC EQUIPMENT MEET EFFICACY AND AIR FLOW LIMITS. PROGRAMMABLE TIMER in dated!the design,calculations.,lati . stdrawings,wrikten statements is of the upgraded)mechanical, 27. HOT WATER BOILERS SUPPLYING HEAT THROUGH ONE OR.TWO PIPE HEATING SYSTEMS HAVE OUTDOOR SETBACK CONTROLS TO LOWER BOILER WATER air conditioning,ventilation.healing systems{new,existingorupgraded) stamped by a professional engineer It required by the Owner or Building Dept. TEMPERATURE BASED ON OUTDOOR TEMPERATURE. 28. HEATED WATER CIRCULATION SYSTEMS HAVE A CIRCULATION PUMP. THE SYSTEM RETURN PIPE IS A DEDICATED RETURN PIPE OR A COLD WATER SUPPLY PIPE. OTHER SPECIFICATIONS: 14. Additions,alterallons or renovation:shall comply with IECC 2015 GRAVITY t THERMO-SYPHON CIRCULATION SYSTEMS ARE NOT PRESENT. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS START PUMPS START THE Unaltered porilons of the existing building Is not required to comply with this code. PUMP SIGNAL FOR HOT WATER DEMAND WITHIN THE OCCUPANCY. CONTROLS AUTOMATICALLY TURN OFF THE PUMP WHEN WATER IS IN CIRCULATION LOOP IS ®WINDOWS: U < 0.30, SHGC < 0.30 15, Minimum one Programmable thermostat shall be provided for each separate heating A SET POINT TEMPERATURE AND NO DEMAND FOR HOT\N(ATER EXISTS. ®Z, 100% HIGH EFFICIENCY LIGHTING (CF125 OR LED'5) 29. ELECTRIC HEAT TRACE SYSTEMS COMPLY WITH IEEE 515. CONTROLS AUTOMATICALLY ADJUST THE ENERGY INPUT TO THE HEAT TRACING TO MAINTAIN THE and cooling system In accordance wlih section N4103 Control Systems. DESIRED WATER TEMPERATURE IN THE PIPING. 05 3 AIR CHANGES PER HOUR 16. All extertorwallitloor/ceiling joists shall be air sealed and insulated In accordance 30, WATER DISTRIBUTION SYSTEMS THAT HAVE RECIRCULATION PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK TO THE HEATED WATER 1 ®>_ ALL ENERGY STAR APPLIANCES wish Table 8442.4.1.1, Apply a fresh bead of caulk to the lop and bottom piste SOURCE THROUGH A COLD WATER SUPPLY PIPE HAVE A DEMAND RECIRCULATION WATER SYSTEM, PUMPS HAVE CONTROLS THAT MANAGE OPERATION OF THE - _ immediatly prior to installing interior gypsum wall board. PUMP AND LIMIT THE TEMPERATURE OF THE WATER ENTEI?,ING THE COLD WATER PIPING TO 104 DEGREES F. 3 1 . DRAIN WATER HEAT RECOVERY UNITS TESTED IN ACCORDIANCE WITH CSA B55. 1 POTABLE WATER-SIDE PRESSURE LOSS OF DRAIN WATER HEAT RECOVERY UNITS < 3 P51 FOR INDIVIDUAL UNITS CONNECTED TO ONE ORTWO SHOWERS. POTABLE WATER SIDE PRESSURE L055 OF DRAIN WATER HEAT RECOVERY " UNITS <2 P51 FOR INDIVIDUAL UNITS CONNECTED TO 3 OR MORE SHOWE85. 32. MANUFACTURERS MANUALS FOR MECHANICAL AND WATBR HEATING SYSTEMS HAVE BEEN PROVIDED. 33. HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL BASED ON LOADS CALCULATED PER ACCA MANUAL J OR OTYEB METHODS APPROVED BY THE CODE OFFICIAL 34. HVAC PIPING CONVEYING FLUIDS ABOVE 105 DEGREES F' OK CHILLED FLUIDS BELOW 55 DEGREES F ARE INSULATED TO >_ R-3. 35. PROTECTION OF INSULATION ON HVAC PIPING. 3G. HOT WATER PIPES ARE INSULATED TO >_ R-3. AIR 5EALED WALL EXAMPLE NEW CONSTRUCTION SHALL CONFORM TO IECC 2015 AND 2015 NEW YORK STATE RESIDENTIAL BUILDING CODES ( SUPPLEMENTS). NOT TO SCALE N 1 101 .14 CERTIFICATE. N 1 102.4 (8402.4) AIR LEAKAGE. N 1 102.4 BUILDING THERMAL ENVELOPE. N 1 102.4.2 (8402.4,2) WOOD BURNING FIREPLACES. N 1 102.4.3 (8402.4.3) FENESTRATION AIR LEAKAGE FOR WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS. N 1 102.4.4 (8402.4.4) FUEL BURNING APPLIANCES N 1 102.4.5 (8402.4.5) RECESSED LIGHTING AND LUMINARIES. N 1 103. 1 (8403. t) THERMOSTAT CONTROLS N 1 103.1 . 1 (8403, 1 . 1) PROGRAMMABLE THERMOSTATS N 1 103.1 .2 (P\403. 1 .2) HEAT PUMP SUPPLEMENTARY HEAT, N 1 103.3.2 SEALING DUCTS, AIR HANDLERS. N 1 103.3.2. 1 SEALED AIR HANDLERS N 1 103.3.3 (8403.3.3) DUCT TESTING AND TESTING METHODS N 1 103.3.5 (8403.3.5) BUILDING CAVITIES N 1 103.4 (8403.4) MECHANICAL SYSTEM PIPING INSULATION N 1 103.4. 1 (1-403.4. 1) PROTECTION OF PIPING INSULATION 01_1 N 1 103.5 (8403.5) SERVICE OF HOT WATER SYSTEMS N I 103.5. I (8403.5. I) HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS (MANDATORY)NI 103.5. 1 . 1 (8403.5. 1 . 1) CIRCULATION SYSTEMS N 1 103.5. 1 .2 (P,403.5. 1 .2) HEAT TRACE SYSTEMS N 1103.6 (8403.G) MECHANICAL VENTILATION NJ 103.G. I (R403.G. 1) WHOLE HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY. SEE TABLE N I 13.G. I FOR FAN REQUIREMENTS. ...,.,, { •••�"" ., ' N 1 103.7 (8403.7) EQUIPMENT 51ZING AND EFFICIENCY RATINIG FOR HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH MANUAL 'S' BASED ON LOADS CALCULATED IN ACCORDANCE WITH MANEL 'J'. N 1 104.1 (8404. )) LIGHTING EQUIPMENT N1 104.1 . 1 (404. 1) FUEL GAS LIGHTING EQUIPMENT FOR NO CONTINUOUSLY LIT BURNING PILOT LIGHT. - , I . EXTERIOR WINDOWS AND DOORS FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER-STRIPPING OR d? �4"4-- OTHER INFILTRATION CONTROL MEASURES. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKE-UP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION `- - CONTROL MEASURES. - �r^ 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST SHALL BE OPEN. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST SHALL BE TURNED OFF. G. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. i 7. WHERE REQUIRED BY CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. It WA4 8. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE PREPARED AND SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE Fr OFFICIAL. THE WRITTEN REPORT SHALL INCLUDE BUT NOT LIMITED TOO: ti 1 THE NAME AND PLACE OF BUSINESS OF THE PARTY CONDUCTING THE TEST, -- f►f 1�il;"'Tia tIl ° s ,.'.. .t ,...';� - :: -; ,` { THE ADDRESS OF THE BUILDING WHERE THE TEST WAS PERFORMED. 9. THE CONDITIONED FLOOR AREA OF THE DWELLING, CALCULATED IN ACCORDANCE WITH ANSI zG5, EXCEPT THAT CONDITIONED FLOOR AREA SHALL INCLUDE { AREAS WHERE THE CEILING HEIGHT 15 LESS 5'-0". 10. MEASUREMENT OF THE AIR VOLUME LOST AT AN INTERNAL PRESSURIZATION OF 0,2 INCH w,g. (50 PASCALS). 1 1 . THE DATE OF THE TEST. 12. A CERTIFICATION BY THE PARTY CONDUCTING THE TEST OF THE ACCURACY OF THE TEST RESULTS. ti 13. THE SIGNATURE OF THE PARTY CONDUCTING THE TEST. Ai !Z SEALING LOCATIONS DUCT SEALING REQUIREMENT5 NOT TO SCALE NOT TO SCALE PEGNO RF51 DENCE r �'��;, 1005 HARBOR LN. DATE: 1218- 17- 7 CUTCHOGUE, NY Cj r 1':mI m architecture.com site IECC 2015 INSULATION jp n a ¢ mjpallarch�gmail.com-email r MECHANICAL 5PECIEICATION5 631-751-3870 ° - MICHAEL JAMES PALLADINO ri ARCHITECT P.C. ARCHITECTURE o INTERIORS of 0