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�$o�S�fFOL� c Town of Southold 8/25/2021 P.O.Box 1179 o _ 53095 Main Rd �l �a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42271 Date: 8/25/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3870 Stillwater Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-1-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/25/2019 pursuant to which Building Permit No. 44079 dated 8/16/2019 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: accessory two car garage with unfinished storage space above as applied for. The certificate is issued to Galante,Carlo&Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44079 8/10/2021 PLUMBERS CERTIFICATION DATED Aor ze S gnature �s�FFotK TOWN OF SOUTHOLD BUILDING DEPARTMENT CA TOWN CLERK'S OFFICE 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#: 44079 Date: 8/16/2019 Permission is hereby granted to: Galante; Carlo 7 Dunton Ct t East Northport, NY 11731 To: construct an accessory garage as applied for. l At premises located'at: 3870 Stillwater Ave., Cutchogue SCTM #473889 Sec/Block/Lot# 137.-1-11 Pursuant to application dated 7/25/2019 and approved by the Building Inspector. To expire on 2/14/2021. Fees: ACCESSORY $884.00 CO -ACCESSORY BUILDING $50.00 Total: $934.00 r--• Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. 7/2--5[1 / New Construction: C Old or Pre-existing Building: (check one) Location of Property: 257D 51 1 t-1--R)A-7—ZF)L �� CL)`rOb OE House No. Street Hamlet `Owner or Owners of Property: OkPikLa �* AMA)& _ Suffolk County Tax Map No 1000, Section / Block Lot Subdivision 1-"0 Filed Map. Lot: Permit No. 1-q�'l0- Date of Permit Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval / Request for: Temporary Certificate Final Certificate: a(checkic) Fee Submitted: $ A Applicant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road jr Fax(631)765-9502 P.O.Box 1179 sean.devlinCcilown.sou .n ttholdus Southold,NY 11971-0959 y' C®um BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carlo Galante Address: 3870 Stillwater Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 44079 Section. 137 Block: 1 Lot. 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELE,PTRIC COD Contractor: DBA: License N SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED 5 Exit Fixtures 11 Pump Other Equipment (2) Lifts , 20 Circuit Panel / 12 Used Notes. Garage w/ Unfinished Space On Second Floor Inspector Signature: ,/�— Date: August 10, 2021 S.Devlin-Cert Electrical Compliance Form �o�a0 UTyOIo # TOWN OF-SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLSG. [ ] - OUNDATION 2ND [ ] ]NSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY J- ] FIRE-SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ . REMARKS: (/l I U DATE INSPECTOR OF SOUTyOIo 0-7 q qr2 7 0 ✓r I LL V v A isz f # TOWN OF SOUTHOLD BUILDING DEPT: COY 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ `] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ °t] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ,[� ] CODE VIOLATION [ ] PRE C/O REMARKS:J 1 I Al Am e - �•� ` e�, s h eek lro&i DATE . INSPECTOR 1 l tv SOUTy � o # TOWN' OF SOUTHOLD BUILDING DEPT. °`y�nurnv ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ IINSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]" FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS. 1 Ari\� � . - sem- . .� . _ 0-a Gv- LZ DATE . 3 aoao INSPECTOR OF SOUlhplo L4 ® -71 svq/w��kf- TOWN OF SOUTHOLD BUILDING DEPT. • a0 courm N 765-1802 x INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH_PLBG. [ ] FOUNDATION-2ND [- ] INSULATIOWCAULKING [ ] FRAMING /"STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY j "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION- ] PRE C/O REMARKS:_ DATE t �� INSPECTOR e' W07� J f r e i i i Y, e� y r - r3 i i I yqo- Noun ...Nunn . .... ...■ miff MENe��� ■��■ II �� f r r Y r Y � r i - © ©<< �}���» ©>, :�� r���« . � . �z±�� �.v. . . . ,�a� , � . d�v a� ». c © \� �����§ � � \ §< *2< « ^ y ` w© ©�\ . � �=a <��, a . � ~ ����� ��S a 4� 1 ti Tyvek Tye Ho, HomeWraP HomE �RtVERNEAD 1 RIVERHEAD �-aeo-a�a-asee t-8D0-S98-3680 �uuPONi� .1_ dmmmm. J �> fL �d i 1yvel _ 4 ek ewra,tom �s HOP ' Y WexraP '�aw rnr�n �iWYEBYtRD �ISIYEANEAD _ 1�T - ,r+sxi im1n.W1 t-M?S3850 cu •`;a wok Turek upo't, "OmaWrap ZV e k 1 1 HemeWraP:� 1 neW�ar ■ � � � ■ a» _ d �- � \ .. . >¥ . f7 I -60— � »;: • � � � a » � © � »& . x' E v •,,. 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Ye i r y�: � l` .w v� a ;... a. �'. y... � ��, . �� a E P a x r ~��m- ..- � ' '.. � r ��� wn v� a�' ��4 i4. i i. a � s � _ # �''i . . �` � �� ""++�""r � � � -- � � _ ',. ` '.Y I . �� • i .�. �,n � b.� a .. ..� �.. .., r �. ,. � L r .. .,. � .. 1 r'x y � -4k � .,A. s - t a M `'..,.. ,.. � is _V'• t s as 9 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ FOUNDATION 2ND CIL O `c �3 ROUGH FRAMING& PLUMBING y Q r INSULATION PER N.Y. y STATE ENERGY CODE fu t ve�k, ✓ i r FINAL "101 YL ut ADDITIONAL COMMENTS e tiatet- l� y O �, z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIL4DaING=DEPARTMENT Do you have or need the following,before applying? TOWN HALL -Board of Health SOUTHOLD,NY 11971 sets of Building Plans TEL: (631) 765-1802 -Wa ning Board approval FAX: (631) 765-9502 +_I O Cirvey Southoldtownny.gov PERMIT NO. 1 —Check Septic Form �.S.D.E.C. ��tees Q 1Application � �4 deed Permit Examined ,20 r :4,K�,t r }e&Separate T�r iss Identification Form 2 5 2�1g Approved 220 ,uL NaCmonta�X14 inn-Water Assessment Form owko GAf A, " I Disapproved a/c , � nhon Expiration ,20 ui din In APPLICATION FOR BUILDING PERMIT Date VZ5 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 code, and re ulations and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app icant or name,if a corporation) -7 >wrt)A ao - Air // (Mailing address of applicant) State whether applicantiso er, 1 see, agent, architect, engineer, general contractor, electrician,plumber or builder r) F)2 Name of owner of premises r �l (� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati!�ftn which proposed wore ll one: House Number Street Hamlet (f County Tax Map No. 1000 Section 1 r3_ Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of preMisesaqdd m-ttpndded use and cupanccy of proposed construction: a. Existing use and occupancy �l ' \ b. Intended use and occupancy N C W �, 6 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost - (Description) (2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 110 If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. a( 7. Dimensions of exist' structures, if any: Front � r. Rear_ !7 Depth_ Height �2i. Number of Stories Dimensions of same structure with alterations or additions: Front A Rear Depth Height Numb&'Ofgtories 8. Dimensions of entire n construction: Front 0350 Rear �c✓ Depth 281 Height `Z2- Number of Stories —T J 9. Size of lot: Front '90 1 Rear 100 1 Depth -7 10. Date of Purchase A I Alli 2, -01q Name of Former Owner 7-0k) ) uo 11. Zone or use district in which premises are situated PE51bEvk -uM- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO>�-Will excess fill be removed from premises?YES NO env f A-NAI'5 7 .2WA,)7 0 64 14. Names of Owner of premises e*-L rfl,6:dl)T!C- Address-&Q"rAi ��&rftone No.N6-F/7 Name of Architect gjC M SS U L/VL r Address L Phone No A3)-36 9 2-3�$ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY E QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. if / 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. ✓ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.✓ 18. Are there any covenants and restrictions with respect to this property? * YES NOX * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF. r31 K) 0,R-iW 9 Tt being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing nrat) ni1ngcontract) above named, (S)He is the o W 1" �/�' (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 tha e work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of V 2 HTRUMY L. DWYER NOTARY PUBLIC,STATE OF NEW Yo DW6306900 0,�,e Notary Publ'c QUALIFIED IN SUFFOLK COUNTY Signature of A licant DMO ISSION EXPIRES JUNE 30,2b&?-, Russell °Su p ST(0>>E�.��JMATJEIK Scott A. SUPERVISOR z ��[��1\A(G�IEI�vIUEN�C' SOUMOLDTOWN HALL.-P.O.Box 1179 `3 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 , CHAPTER 236 - STORMWA.TER MANAGEMENT FORK SHEET (TO BE COMPLETED BY THE APPLICANT ) ]DOLES TMS ]PIaOJECT INVOLVE ANOF THE FOIXOWING: (CHECK ALL THAT APPLY) Yes No ❑ ('A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑IAC: Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[�LD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ 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, Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your protect. 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. S.C.T.M. #: 1000 Date APPLICANT: (property Owner,Design ProfessionaL Agent,Contractor.Other) District NAME L/i� P�✓✓ ection B A y� p mo sem—, A » FOR BUILDING DEPARTMENT USE ONLY Contact Information �-+- n yev �.mda T— ti - LO Reviewed By: — — — — — — — — — — — — — — — — Date -7— '019 Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — proved for piocessing Building Permit. U ❑ tormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICA (property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M.�: 1000 �Qgt�Flgr CHAPTER.ER• 236 __� _ Stormwater Management Control Plan CHECK LIST E: e- ctioh Bock Lot " S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, '""`'`�' Q Date: _c� * The applicant must provide a Complete Explanation and/or Reason for not providing .fit � �i7i�7 dolX� all Information that has been Required by the following Checklist! store d.Pno. �mn��—�•''�j'' _ 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES 0 NA if You answered No or NA to any Item, Please Provide Justification Hei e! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries _ b. Total Site Acreage. C. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(c)(2). 44 Fq d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures,roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1rDetalls Location of proposed Swimming Pool and discharge ring. cation of proposed Soil Stock ile Area(s). ocation of proposed Construction Entrance/Staging Area(s). cation of proposed concrete washout area(s). — — - ocation of all-.proposed erosion&sediment control measures. water Management Control Plan must Include Calculations showing the Stormwater improvements are sized to capture,store,and infiltrate te the run-off from all impervious surfaces generated by a two(2")inch all/storm event. lls&Sectional Drawings for Stormwater practices are required for approval, s requiring details shall include but not be limited to: rosion & Sediment Controls. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d• Leaching Structures (e.Q. infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY*�** Additional Information is Required. Stormwater Management Control Plan is Not Complete. Review ed & I — — — — — — — — — — — — — — — — — — — — — — — Approved By: I Stormwater Management Control Plan is Complete, SMCP has been approved by the Engineering Department. Date: FORM 11 SWCP Check List-TOS MAY 2014 ®I Town Hall Annex �' �' '; Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 t BUIILONG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION APT/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: 3 "7 ® r'� l,.( A-T 11,,V r � e 4 ® � Please take notice that the (check applicable line): -->< New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) _ Floor and roof framing (FR) Signature: Name (person submitting this form): " L,k p'e Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 BUILDING DEPARTMENT- Electrical Inspector �O Gym _u TOWN OF SOUTHOLD c - OV 2 6 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 00 - Southold, New York 11971-0959 o Telephone (631) 765-1802 - FAX (631) 765-9502 roger'CED-southoldtownny.gov - seand(cDsouth�oldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z L Company Name: ,e ` e,t eC'�-� C Name: -Grec.,v- Q v License No.:=M .�(0email: l C.C, (O I� (�® a •G� Address: 3 Ll w L Phone No.: l JOB SITE INFORMATION (All Information Required) Name:__L0L,r W Address.-__-.►—'!- __� - -- — -- 111,3-870 1,3.870 ST111VATShV t. Cross Street: ------- Phone No.: I"�` Bldg.Permit#: q 4 o t-7 9 email: Tax Map District: 1000 Section: Block: ( Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) lA c-a- e s s d 4z_ &77 tea- �. Circle All That Apply: Is job ready for inspection?: . YES /EJ Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) ' Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As '�5 yO�OS��FOt��Q� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD pry o Town Hall Annex - 54375 Main Road - PO Box 1179 ® Southold, New York 11971-0959 ti Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa)southoldtownny.gov — sea nd(a�southoldtownny. ocovv APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1 Check All That Apply: Is job ready for inspection?: DYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address- Switches Outlets GFI's Surface ` Sconces I I H H's I r ` 1 UC Lts U ( pv(s' r , l Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments �� 1, 5 U IAV EY Of LOT5 98 * 9 9 N AS SHOWN ON A CERTAIN MAP ENTITLED "MAP OF SECTION TWO, PROPERTY OF M.S. HAND" \ FILED IN THE OFFICE OF THE CLERK OF THE COUNTY OF SUFFOLK ON MAY 12, 1939 AS MAP NO. 1 280 0 i 51TUATE : CUTCHOGUE TOWN : 50UTHOLD 5UFFOLK COUNTY, NY S SURVEYED OG- 18-2019 SUFFOLK COUNTY TAX # �0 1000 - 137 - I - II CERTIFIED TO \�� • a �� h l CARLO GALANTE ANNE THERESE GALANTE \p0 o / A s �0 4\ 9�� �9���pGJ- S� 30.10 p� .O a o lJ / 'PpG C'p2 0 "1, �s Fo / v° �� ° 0, I `a G� 00 ���oJ OCT 22 2019 -' �F T �° ';i.' V�' ICIF. `fir'UT _'I 7 d tS� / NOTES= 'Unauthonzed alterationar addition to a survey I� map bearing a licensed lend surveyors seal is a MONUMENT FOUND y6 Pill 'e:b violation of section 7209. sub-division 2,of the JOHN C. EHLER5 LAND 5URVEYOR n— 'Ue�''��G.Ey4�•���' New York State Education Law STOCKADE FENCE �` �S "Only copies from the original Of this survey ter— SPLIT RAIL FENCE - 7Q marked with an original of the land surveyor's r¢J F stamped seal shall be considered to be valid true )(— CHAIN LINK FENCE _ copies 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 3 A l -, w< ', "Certifications indicated hereon slgnlft that this eft e- p survey was prepared in accordance with the ex- Area = 17 148 Sa. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 t sting Code of Practice for Land Surveps adopted Area = 0.4 I Acres �j c by the New York State Association of Professional y�(' -� Land Surveyors Sa(tl certifications shat run only Iesurve (/who tonllne.net r It SD.ZQ / lG +p to the person for whom the survey is prepared, GRAPHIC SCALE I"= 30' J P 1 ii end on his behalf to the title company, gavernmen- ��[� 1��..^��yi�-, lal agency end lending institution listed hereon, and ' - LAN�_ to the assignees of the lending institution Certiflca- 19-137 i�,4�r�rg. tons are not transferable to additional institutions I f 3S '-- 0 D ! 1 35 — o (D1, (v '' ln' SN�Ar�wAtl. GoRt4rcy — N11 NoL o0WH-TYpje_p L Q i _toxco L v.L. 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INDICATED ONSTF.PLAN ACCOBOOM A}ALIA>•IRlk IMI ArbCANILKEI!!TN A M1I1t SEAIAIOT%W mnReClolAs N"IRR. 1; 700M1111"M70STOMNWAUtIrSiglA�S�/EAT�'� 0"IRIDWATER j OUTSIDE DIAMETER � ILA Q 20 EX157: i fo•� DRY WELLS TO BE 1D'MIN. 4l Mwecylot z � AWAYF°ROIMHOUSE A11./R WIII6TAltl9111001IC WI1LO@lltmOF m ff COLLAR MATERIAL d � "` r~. n(e,•e-- /'�� [� +►��4 a�exAcs oAflAs®rMaDUcn MeaaE s�lesTARmla ' - - DAT P, B,P.#' BACKFILL )J •�+- �•-.. 19.-1 �IPrtetneLonl � O 29. FE RATEABLE SOIL _ _ o NO„ Y UiL ! !_. 'EN!T AT >✓X-!ST_ OU sm :r ,. ryF' �9 765 1F;�2 8'I " TC1 .1 r'.)R T� U110ERLTRlG SAND AND GRAVEL SFRATA v'_ 1 I N FOLLO1tN1ha 7 IIdS tD[�Y L L -bt�-TP\i L zo. 2o•fo z4.'L i. FOUh;7t"TInU Tt�J! FOR p0'1T;":D C, ,C^ r 3. IN-SUILATION t^;, , ` i . � � •If 4 B N CO�:�PIc."�;T' !:)3��..n ALL CONST:",!i:, G'v SI';`,�..L. P1E_ET TH,- f l ' I I f' 1 " S O—'ri!r � r i'!Ar F'IQUIR-NIErd i yr I r,l.. CC l.,_S OF N�:.Y r i t � r r - S O• YOi-sK STATE. NCT RES-F-01,1SIBLE FOIR `� ( I 11 DESIGN OR COINSTRUGTIO"J ERRORS. EV/L,,,T.T loa•oo r\J COMPLY WITH ALL CODES Oi= NEW YORK STATE &.TOWN CODES - �� A AS REOUIRED SITE: DATA. . SCTM # 1000-131- _ 1 t _ t�1 N DESCRIPTION- -SQ. FT. AREA. LOT COVERAGE. EXCAVATE. FILL a "�' I I L P�N I - ��%"-- OWN ZBA • I 1 � ' .�R� � SOuTHOI/TOl'VN PIAh'VING BOARD S0L%a"WffRfSTEE PRoPER�Y: 17, 1 L f•8 sq.f1. .y e ACRE F S ESTIMATED AREA OF t , C C sq.R. ro sa r^a .' �I/ , GROUND DISTU!"m E: g I � n wlonr>Itl �' I °°;9 t �•, � ''r�� 1 I � 1 l ^,. , - ((� --t ;�► �. _�. �, T^EM1! STOii :'I "�'r^,TER 'OFF EXISTING HOUSE: •2�0.$;�sq R• 12-1 % - I a•- t ... !1 E_tit ! 1 t i - P�11,;�LI�rT TO CHAPTER 236 Sib Co-�I`.�:''lvy OF THE T O�,d[4 CODE. • - (tesstt��rl��cer-ar --- -- -- - - --- EXISTING DECK 3 so sq.R. Z•�. ,4b SFIEET TITLE - ND—BORNE DEBRIS PROTE !2N FOR WOOD STRUCTURAL PANEL �r�-r��t�� �� �>✓ �c,r��s PROPOSED GARAGE: 9 g p Eq+�. S;-1 % /o Cu.YD. cu.YD. AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTE1ftTI%i FSR ON(IF NOT USING"ACt GLA ", r o.�cT xl�r tE 4p wa�neoRME oEE1 PC f ROrtEMN FAS ERM SOMME FOR wood snaX3URAL PANELS WOOD SrRUCTuut PMELS tIrLTH A MaTQIKJM TMaaM Of 7/li' 7 O sT 1�-L�P,T f� P►V r. L(a`'L O APD MA)tl IM PANEL SPMA OF 8 FEET SHALL eE PERP4TTE I POR OPETQNG PROTE•CTDON IM ONy-ANO TWO`STORY 6UR Mf15.PAMBS SHALL OERMIT TO N ' ► cqU r. awm EI im CF10 1M WT H ATTAOMW WSWWAM PR17M1 M(RE3'ETt TU SEc.TION 1609.1.4,16"AS NO TME MML4 Of FLYS.R>aSWUMAL TOTAU 3,4 4.2w•R• z O.O*% 1 Q CU.YD. cu.•YD. CM6TRtlCT3M ODWE TM 6 NQr A SASTfT MON FtNt DES>WR69t�ALL OPUCNZ FKIST KNE DBrQr1�PRffiI,RE UPGRADES VAIM APRMIAE KENNETH SCHULMAN ARCIiITECT.P.C. s _ I ALL PANELS MST BE CUT TO S>ZE APD RFJDIf TO tlSE 0!1 Alf Y FlE11Y NfH'OWMS MD DOORS.SMtTTtJtS MIiST BE MAP'JD?O FQ!MIHAT OPEl11PIG[t 6�Q,NBt. ' -r- / O�AT1=I NNtDWM MIST AOOOPfAANY%Lff BtS FOR PWILLAT07PI. �"?•0<":,",; 209 LYNN A%rMNLM SCALE. O?F� E. NORTIiPORT. N.Y. 11731 Mrs s TEL./PAX. (631)368-2388 .LOB NO: Z(O SF(FET Ab. T 'l All L e2 ( o Rio61tss Rto'*s vmtar }�u�RIoAN� STRP�Pplrlc� CZ) 13/y x I �-} ° Mr�Rd LAS 9 tb<s4r p.5pHP,I.r514itre:, Lv-rZ, IGS Z,-H i �UDD 1516 FELT v isHT 4 4-Iu��iL�r� s-rigP, tt4ca-P os-t- , t, t o. 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G_ v �;: ` M �r.t� s�g��P Arlc�dl� �oI.TS p.7 3(� "o•c. �.!/ 3�' Sc�uP�� �`� _ ` co S L- A g W/ Cox cD I o/ o w o H (p VA.p a l- P.P.- F, 5HEET TITLE FRO KAME P.1.A t-tiT [Z�Sl01�j�I Gam• KENNERTH SCHULMAN D�TE� S- I CHITECT,P.C. A 209 LYNN AMEN SCALES H OT 1:0 E. NORTHPORT, N.Y. 11731 Byl �S TEL./FAX. (631)368-2388 -. JM NO. 5HMT NO. Table 3.1 Wallin];liohedule Table$.ZC Slit or Bottom Plate to Foundation Connections Exposure. -- - - (Anchor tdolts)Reststing Uplift Load:from Wind Number of - Number of (PrescriptiveAltemativetatTabte32} Joint Description Conxrom Nails Box Nally Nail Spacing ' GENERAL NOTES CONCRETE&FOUNDATION NOTES . ., sea�ior,,yscl�-.a--,.�1•�i.. It00FFItAMlNG--,,, ? .<<.. y._>.:- _„>:;,j;.-:: >,_ :., .4,,,,.,,,., t._;=:: 7001//Wind Speed 1. These notesshalla I t h �(�) 110 i1S 120 130 140 iso isG 170 3a0 1!S pD y o t e General Contractor,each Sub-contractor and the Owners own forces.lach Contractor shalt 1.All footings shall bear on Wrgln soil having a minimum bearing capacity of. (l)ton per square foot All • •<..� Y ,study and familiarize himself with the site and with all trades and parts of the work.Each Contractor shall cooperate and coor xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. Rafter to Top Mate (Toe (mile-n (see Table 3.4A) (see Table 3.4A) per rafter SIB orBottorn�to Fainda*mA�er l� 'dlnate his work with the work of other Contractors. �.All existing fill,roots,and other unsuitable bearing material shall be removed and footings carried to the Ceiling Joist to Top Plate (roe-halted) (see Table 3.4A) (see Table 3.4A) per joist • 1 eah com4ctim s She Fouedathm Supporting ,Maxhvm n Anchor Balt SP L PLIi'' 2. The Contractor's and Owner's agreement to enter Into the work shall suffice as their acceptance to the terms specified bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume full responsibility for Ceiling Joist to s over Ratter s(Face-nailed) j (see Table 3,9A) (see Table 3.9A) each lap herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor, same.Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing [eller ie t laps over Partitions(Face nailed] (see Table 3.6) (see Table 3.6) each lap n ones 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the Capacity prior to the pouring of any fooUngs. . Collar Tie to Rafter(Face-e:alled) (see Table 3.6) (see Table 3.6j per tie 1-3 AN tes 72 71 57 43 35 30 27 24 22 -20 Contractor and Sub-Contractors 3.Minimum compressive strength of concrete at 28 days to be as follows: Blocking to Rafter(Toe-nailed 2-Sd 2-10d each end concrete to have 5 to 78 air-entainment, per R402.2 1 MrteriorZones . _ , 4. Each Contractor shalt comply with the requirements of the New York State Uniform Fire Prevention and Building Code New footings,piers,foundation walls:rc=3,000 psi stone concrete Rim Board to Rafter(End-nalled) 2.16d 3-16d each end - York State Energy Conservation[ode,Federal OSHA,and all of the Local Governmental Agencies having Jurisdiction,insofar as b)slab on ground:rc=2,500 psi concrete r� R �{�z S�n s �1 a . - , "" „; .;: ,. --WALLFRAM NG . ,,. s{�rq zo3e�es ere,slab:rc:3,000 psi stone concrete P S 1 Uplift Laeds i•3 storks T2 66 50 31 28 26 T3.' applicable to his portion otthe work c)superstruct I ,.,. , r: S. The Architect shalt not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.Anti-hydro shall be added If pouring takes place at 32 degrees F or less. Top Plate W Top Plate (Far:e�laNed) 2-16d 2-16d per foot 2116 1-3 storks 72 n 68 Si lo4�r236� 32 29 26 23 guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- Top Places at Intersections (Face-nailed) 4-16d 5-16d joints-each side 6. All existing equipment,utilities,structures,and other Items Interfering with the Installation of the proposed equipment and tion with anchor bolts spaced a maximum o19 9 rI on center.Anchor bolts shall also be located within 12" from 1-3 stark, 72 72 72 60 49 42 37 34 31 27 J pp the ends of each plate section.Bolts shall be at Ieast5k,in diameter and shall extend a minimum of T'Into Stud to Stud (Face-nailed) '2-16d 2-16d 24"o.c. structures shall be removed end replaced and shall be subject to approval of the Owner.The Contractor shall determine f Header to Header(Face-nailed) 16d 16d ' 16"o.c.along edges - - ' verify the actual locatlon of any and all uti titles,process plping and related Items prior to the commencement of work-All costs masonry or concrete.There shalt be a minimum of(2 trolls in any one sill. Table 3"4A Rafter and/or Ceiling Joist to Top Mate Lateral and �� ®�u fr® � Incurred shall be the reponslbillty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres- Top or Bottom Plate to Stud (End-rt�al ed) 2.161 2-l6ct per stud Shear Connection Reciulrettnentf a 7. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trawled smooth and even. u u , subject to modlflcations as may be necessary or desirable at the time of Installation to meet unforseen or other conditions. Provide expansion joints. . Bottom Plate to Floor joist„Bandjoist.Endjoist 2-16d 2-16d per foot .. (Prescriptive Alternative to Table 3.4) 8. DO NOTSUILE DRAWINGS Written dlmenslons supersede scaled dimensions and are subject to revisions as per actual field ton 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local or clocking(Face nailed) dlttons.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the Codes• c err, R F .;. °-�.;..-�. . FLOOR ItAMING.. - .�:°:::>%:::°;:;:•:.'` :::�:r='•i:`^'::-; '-:. .,\,;,` • �•.-�. - _ Architect's attention before commencing with the work. S. ro de continuous ermlte shield with all Joints sealed along perimeter walls and shielded termite 700-yr.Wind Speed 9. If In the course of construction a condition exists which disagrees with that as indicated on these plats the Contractor shalt coUrs at plumbing pipes In crawispaces unless otherwise noted. _ stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shall ' lolst to SIII,Top Plate or G1rder(Toe-nailed] • 4-8d 4-loci per joist ��� m h 110 115 120 130 140 150 160 170 180 195 _•Bridging to Joist (Toe-nalkd) 2-8d 2-10d each end Wall procedure and continue with the work,he shall assume all responsibility and liability arising therefrom. not exceed a slope of one vertical to two horizontal. Blocking to Joist(Toe-natiled) 2-8d 2-10d each and Rafter/Ceiling Joist Number of Bd Common Nags or 10d Box Nails(Toena led) 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backfill shall not be placed against foundation walls until the concrete Is of sufficient strength and until the Blocking to Sill"Top Plate(Toe-nailed) 3-16d 4-16d each block Spacing(in.) Height Required in Each Rafter and/or Ceiling Joist to Top Plate Connection'''''• cedures,or for safety precautions and programs.Contractor shall be reponslbfe for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each Joist ft. work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided. Joist on Ledger to Beam(Toe-naNed) 3-8d 3-10d per joist 8 2 2 2 2 3 3 3 3 3 3 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous uttll Horizontal Joints are not permitted. Band Joist to Joist(End-nailed) 3-16d 4-16d per Joist 12 ty lines and to arrange for their safe relocation. . 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- 10 2 2 2 2 3 3 3 3 3 3 ducts,etc.as required for trades before Band Joist to Sill or Top Plate(Toe nailed) 2.16dr 3 lfid per foot 12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barrlcsdes,security,and clean- placing concrete. s- :,. 16 8 2 2 2 3 3 3 3 3 3 3 up as agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean all affected 13.Concrete:work Included; • S ROAF THING °` =::.. :; ,:, ;r;a: :<.:..<:'.:_._... "''' - 10 2 2 2 3 3 3 3 3 3 4 areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings. 13. Contractors orSub-Contractors whose work and installations b)all concrete slabs, require sleeves,hanger Inserts,bolts,anchors,etc.,to be c)all other work as required by drawings. > Wood ago Structural Panels Sd it}d (see Table 3.10) 24 8 3 3 3 4 5 5 5 5 5 S built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to d)set anchor bolts. Diagonal Board Sheathing 10 3 3 3 4 5 5 5 5 5 6 work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations 14.Damp prootlno:work Included; I"A"or 1"xd 2-8d 2-lfld per support coordinated sufficiently In advance,so as not to delay the progress of a Job as a whole.All such Items shall be incorporated so - a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard 1"x10"or wider 3-8d 3-loci per support r:>.' '-..ref: .,.-. they meet he correct physical elevations of floors at each level-They shall be secured Into the framework for concrete so projections. -> -':, t CEkING SHEATHING _,::• ,; , ,_ n. , . . Table A-3.6 Ridge Tonslon Strop Conneetion Requlremetnts forExposure as to maintain their proper location and position during the placing of concrete and removal of formwork.R Wallow 24 hours prior to backfllling. ' Wind 14. The Contractor shall conduct all work to preclude the effects of weather on Completed work,or work In progress.The Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field Contractor shall assume all responstblltty and expense of temporary enclosures where necessary.Dust partitions are to be c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather. ,.;. -<;.;.. _ ,;.. ; ; <. •,__ ,•,,A Table 3.6) d)apply Celotex Trowel Mastic or approved equal on all foundation walls below r yy { ThI w..,;c , y;n,. provided between work areas and the rest of the building. q grade at basement and crawl h ase ptive Alternative to T spaces. Dead Load Assumptions:114f/Ceiling Assembly DL=15 psf 15. Each Contractor shall be reponsible for all foss or damage arising from the action of the elements such as water,heat,wind e)mastic shall be applied at the rate of 1/8"thick wet. Wood Structural Panels ed loci (see Table 3.11) or other unforseen difficulties which may be encountered In performing the work to be done under his contract.In the event Structural Fiberboard Panels 700-y►•WW�ed - of any suspension of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work - CARPENTRY NOTES % i/2" 11 ga.gaiv. roofing nail . 3"edge/6"field 3-seta"�(�) 110 115 .120 130 140 ISO 160 170 180 195 or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his ] I work or materials shall be 1.insulation shall be fiberglass batts-foil one side,unless otherwise noted,thickness as shown on drawings. Roof an 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing. (0.120"x3-1/2'long x 7 16"head) promptly removed and replaced by the Contractor. 2.All exterior Halling,In exposed exterior wood,shall be aluminum or galvanized. . 25/32" .. 11 ga.gaiv.roofing nail - 3"edge/6"field Roof phch Ml Number of ild Common Nails or 10d Box Walls in each end of 1-1/4"Stap'''''A's''`' tion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the (0.120'xl-3/4'long x 3/8'tread) specifications,but such Inspection shalt not operate to release the Contractor from any of his contractual obligations. 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an 12 1 1 1 2 2 2 2 3 3 4 - 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code unsupported height of more than 101-0" Is to have stud bridging or otherwise be braced In an approved man- Gypwm Wallboard Sd coolers Sd coolers 7"edge/SO"Held i6 1 1 2 2 2 3 3 4 . 4 .5 requirements. ner at Intervals not exceeding 8'-0". Hardboard 8d 8d (see Table 3.11) "- "`�,''•"'" ;,,.: :,r, s 4„„- y . :,xti". i .�k»' ;;e"•?� ,,; 18. All materials shall be new,as called for In the drawings, n 4.All floors de _,I` ).p,,� _.x, <.-�, � ; . M 7Z. ;q•V f Is, ., ,[., ,,4e+ir ;1 _w ;',".. ,• ' g ,a d the best of their respective kinds.No substitution shall be made rs signed to withstand a combined five load and dead load of So#per sq.ft,for living areas and 40# Particleboard Panels 8d 8d (see manufacturer) `, ryi_ ;�r�,q. ,i , y# >V �'`•z_t WC, "�'`k t * 4' r !J4 b the Contractor without the pp p per sq.f.for all other areas. 3:12 x{,4�#� ,.- ,�i r' .ip_ -;,"; - 1- °,r,c, , . ;fit ,, - ,),4 , ,. €< f.> : ;' ;*ts , ;..�,' Y prior written a royal of the Architect.For ortlons of the rk not shown In detail but which >._:,a:+; �.>,,x_,�..,. .• . .:rc.:,,. . •,-�..., . :,� '; •>; ,"•; .�y; ,r,6,� : 1a-: are shown enerall or for reasonablelnferenceasbeln r ulre S.Desl ntlmberstress-Fb.850 = a j ^ s t - , 9 Y, g eq d for a proper and complete Installation,the materlat, 9 ,E 1,600,000 psi,boughs Fir Larch No.2. methods,and 6.Provide cross bridging or solid blocking " Diagonal Board Sheathing �;1tE 's' Z... _{ •°, 2?;a,` y f ' `a s+� ) .R - 9 9 o g @ 8 -0 oc maximum floors and callings. t:...<.. .. f ;_" -:»w. rS:,'h�:L>, ;€ k. _ ,.b4 .-.xq p shall conform,as a minimum,to the i"x6"or i"xa" 2-8d 2-10d per support 32 2 2 3 3 4 5 6 7 8 9 typical or representative detail throughout the corresponding parts of the building, 7.Studs,sills,posts,beams and joists shall be construction grade Douglas Fir No,2 appearance. i"x10"or wider 3-8d 3-Sod per support - 36 . 2 3 3 4 5 6 6 7 g - 19. No materials of any kind shall be used upon the work until ft has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0" ,, r: FLOOR FJ1THIliIG - :.::,_ :: .:: :;- ::: s re s a e mmedlately removed from the work and not again offered for inspection, and over to have a minimum of a double Jack stud on both sides of opening. SH. ,,z . . 1 1 1 .1 2 2 2 2 3 3 20, All work shall be executed In a workmanlike manner and all mechanics shall be skilled In their trade. 9.Joists supporring'paralfel partitions,spaced apart to permit the passage of piping or duct work,are to be ' Wood Structural Panels - 16 1 I 1 2 2 2 3 3 3 4 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. 1"or less Bd loci 4"ed a 12"field - • r '"1; ' 13 •' ".. . 9 8 / ,,„ + z A k,.,t a ' L• 'f' `i1 with all state and local codes. 10.Where olst hangers and other steel frame carriers are Indicated contractor to provideand utilize . :r; x,Y , v: , �,.. t ;. ;:sun;. ; .- ., ai.;•: :: 1 9 D e the renter than 1" loci 16d 6"edge 12"field 4:12' :��r�4x, '•.�`2 ,h ja ••�s:2 sr . ;., ..�¥ f,i, , g d8 / • .., ,k. r,r, : I� 3- r,. ,l r _ ,,.,- .;�;,;.j c ;r y '+ 22. Architect Is not retained for site Inspections and/or observation of the construction. proper smooth shank and/or annular ring Halts as recommended by the hanger manufacturer,to Insure the •" �'� 1". s�- Dfa nal7oard Sheathing ;x ft : tit >;;,= :z; " 2 " 3 Y"r ^G "4'' r.x ''"' '' 1� ` 23. The Architect has not been retained on this project for bidding and/or h appropriate shear and wlthdrawl capacity of the fa . go g a„•_,. .-.-t„-. �„_,, r. max, �,.,, �,,a.,," , - ,-, 1„�: ', - D 1 g / the negotiation and administration of the ContractsD ty fasteners. `` "" , ' J # for construction of this project 11.Provide Flrestopping ek required In compliance with part R602.8 of NYCRR, per support 24. No request from any party for Information regarding clarification,ampllflcatlon or explanationof the drawings or notation, 12.Do all cutting and patching for all trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of 1"x6"Or 1"x8"' Z-8d 2-loci 32- 2 2 2 3 4 4 S 6 6 � 7 , i"x10"or wider 3 Sd 3-loci per support 36 2 2 3 3 4 5 5 6 7 8 or request foe permission to vary or deviate from the requirements of these drawings or notations,Will be entertained by the its depth to receive piping,duct work, or electrical wiring. . --_--_ 12 1 1 1 1 1 2 2 2 2 3 Architect,unless they are set forth in wilting and addressed to the Owner,If the Owner refers these requests to the Architect, 13.Provide double Joists under all posts,partitions parallel to Joists and around all openings.Provide double • - 16 1 1 1 1 2 2 2 2 3 3 the Architect will,with reasonable promptness,consider the matter and respond in writing to the Owner for transmittal to the framing around skylights.Double all beams or Jolsts under bathtubs and heavy appliances. 3.9A - Rafter/ Cellin Joisrt Heel Joint Connection R • lrelrnents <` '"' ? `' Z:- r. party concerned.The Architect does not,nor will not,assume any responsibility with regard to the above m 14.Contractor to rovide"Simpson"hurricane clips Table alp Y3z .; 1 ty g mentioned types of "" P P p on all rafter to stud connections&on all stud to box • 5:12 , tire "i: � v ;;y: r%i; ,fir °: ' '�/s<. -« In ul unless abo p beam connections.g.:. V: u s q ry ve rocedure Is followed.to Table 3.9 ,. tea: , ?'.�. , : t- . ; - f -�. ,.� '- (Prescriptive Alternative } ' - �,.-, +-�. :>, `° _ ! ; ;.? : :"t;A +4,,,s. `,, ;• < 23. The Architect shall not be responsible for the rformance„ r� �. pe of the General Contractor,any Sub-Contractors or the Owners 15.All exterior openings shall be properly flashed. `-. �...R^= r H #+ � 2;x .v,.., ..a_3a,. 3 w r>y'. 16.New work shall tie In and laY i � � rbt-.:.V .,Xi400 g own forces,nor shall he guarantee the performance of their contracts.The obligation of the Contractor shall not extend to the p Into existing so as to prevent leakage. 32 2 2 2 2 3 3 4 4 liabilityof the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators. Roof live load Ground Snow load S 6 26. Items shown on plans but not specifically stated In the specifications and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls. 36 2 2 2 3 3 4 4 5 6 7 In the contract. All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 20 psf 30 psi 50 psi 70 psf otherwise.All rafters to line u y � u 1 1 1 1 1 1 2 2 2 2 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical p dlrectl over studs, Roof Span(ft) • . 16 1 1 1 1 2 2 2 2 3 3 model,grade or manner of installation. 18.Install shims to provide floor pitch under sheathing and perpendicular to the roof olsts to provide 12 24 36 it 24 36 12 24 36 12 24 36 ' <�;b .,„ '•,�€.: } .l K i::;_.;, '.,, 2,3$ ,<,. . "�r' ' P' f` ' '� �.. "1 FWorker'sP rp J P e for root i'-,:- .,r;, s-«$ * / * `x a .r, r �, „, c2"r " LL ;", t �q4=., 28. Each Contractor shall carry Compensation insurance In the amounts prescribed by few,and liability,bodily Injury, venting in 6:12 "..ill_,,_ ;1• ., �,-rYA � � �� �, 'w, ��., fir, . a.+ 1`°µ�;'� automobile and other Insurance In the amounts and periods satisfactory to the Owner.TheA i;rr,. l res:. • g>a ,,s. %i ;_ ` ` , ..r . '% ,.p`4;:�,:,k P rY rchltedsha116elistedasaddition flat roof areas. Rafter tz.>as �f *7;7, ai`, ��, 1,� ..L., s:.. Rafter Slope Re ulred Number of 16er Common or JlOd Box Naris per Heel Joint Connectlon -, - ;= ,,�! „,2 ? ,} 4;:r ',;:°t, a;2 :. ;. w:; .�M-is" ^; *.i. :r '•:1; al names Insured. 19.All Interior 1 " �t enders are to have 1/2 foam sound Insulation. q ».r. �' n-- •' s `°� ..t.: • = �- §=:` �1--a' r'..`,i:i.+. .fir-.� y�. Y. � it;•: CN; 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall • Spacing pn.j 32 2 2 2 2 3 3 4 4 • 5 5 their Agents and Employees from and against all claims,dame , 9 Y g gas,fosses and expenses Including Attorney's tees arising out of stipulate an allowance for all lock sets 12 3 - 5 8 3 6 9 5 9 13 6 12 17 36 2 2 2 2 3 3 4 4 5 6 or resulting from the performance of the work 21.Use waterproof membrane flashing over all outside doors. 3.12 16 4 7 10 4 8 12 6 12 17 8 15 23 12 1 1 1 1 1 1 2 2 2 2 30. In any and all claims against the Owner or the Architect,or any of thier Agents or Employees,icy any Employee of the ROOFING 19.2 4 8 12 5 IO 14 7 14 21 9 18 27 16 1 1 1 t 2 .2 2 t s Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may ?-!R, .' ';+ "<s°.,',•:sm.r'.h '?A'-'A,:4?+^' 1., as-�s a.•,r_::q„", „-r, ;-•�• j•.. .. ,,,,.`,, s .r + a M 7" ,,. x F: '4>°e �; , - "`=i-� be liable,the Indemniticetlon obligation under this 4, ,t; .: ..a*. �;.. ..:a ;I:, 2 =; ? „- f ar;.,: Z:x.3 ,c �, + 9 paragraph shall not be limited In an way b an 1 t 1.Fasteners for asphalt shingles shall 24 5 10 15 6 12 18 9 17 26 12 23 34 to,,. 7.,,-�.� _i. a a�,., :�,:., �._ _,w ,,,-.,,�,. �; „ . r„ $,,,,:�,,;.� Y Y Y Y Iml anon on the amount P g be galvanized steel,stainless steel,aluminum or copper roofing nails, minimum 12 gage shank " DP 9 1 s, 7:12-12:12 �,��4;,; t 1 # r': r< y3 qz 2r ,-, ,'y �•` •_.:, 3 • , r3 r r.�.,� or type of damages,Compensation or benefits payable by or for the Contractor or under 9 9 with a minimum :'.� ,.:.,a:, .., f t>., .,. � . �.., t :�,;,,:: .,.ty, s, .•,.:•.:}., y-• r"may.- ,, �. a..:;_ n Worker's m 3/8 diameter head,ASTM F 1667,oto length to penetrate through 12 3 4 6 3 S 7 4 7 10 S 9 13 ,� ' .. : ..,;_ti,,, ,h, s , ,, ,- ,,,,r._1 cW �. y.. Conpensation Acts Disability Y P P g k• s2sr£ 1_ ,n -2.-.,• -.._ ;,: :.., :,: ,,, r;, ,(,t h.- +. -._: sablll Benefit Ads oran other Em loyee Benefit Acts. the roofing materials and a minimum of 3/4"Into the r " roof sheathing.Where the roof sheathing Is less than 3/4 "r - `'_* t s.�.m " `- � -�•• �"� " `3» ter. - ,"'V I 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667. 4:12 K 9. 3 5 8 3 6 9 S 9 13 6 12 27 32 2 -�2 2 2 3 3 3 4 4 5 year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premeds "EXCEPTION:Asphalt strip shingles shall have a minimum of six fasteners per shingle where the roof Is 36 2 2 2 2 3 3 4 4 5 6 shall not constitute acceptance of the work. In one of the following catagories:(areas within 1 mile from the water) 19.2 3 6 9 4 7 11 6 11 i6 7 14 21 32. Contractor shall Inspect site and make all appropriate Inqulrires to determine conditions and field Construction criteria a. The basic wind speed per Figure R3012(4)Is 110 miles per hour or greater and the eave 12 4 8 11 5 4 13 7 6 a 4 17 11 , prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. I Is 20 feet or higher above grade, 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per b. The basic wind speed per Figure 8301.2(4)Is 120 miles per hour or greater. 12 3 3 5 3 4' 6 3 6 8 4 7 14 formed from agencies having Jurisdiction thereof, 2. Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2:12)or greater. 1 3 4 6 3 5 7 4 7 11 5 9 14 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For roof slopes from(2:12)up to(4:12),double tindertayment application Is required in accordance with Section 5.12 19.2 3 - ,5 7 3 6 9 5 9 13 6 1I 17 building permit from the village prior to starting any work. 8905.2 7 • 24 3 6 9 4 7 11 6 11 16 7 14 21 35. The General Contractor shall coordinate scheduling Of Sub-Contractors and other Contracts and shall provide every possl 3.Asphalt shingles shall have self-sealing strips or be Interlocking and comply with ASTM D223 or D3462. b!e cooperative effort to coordinate completion of all work.The General Contractor shall cmplete a comprehensive shcedule 4.In areas where the average daily temperature In January Is 25 degrees F(-4 degrees C),or less or when 12 3 3 4 3 3 4 3 4 6 3 5 8 of all work pertaining to all contracts and shall submit same to the Owner In an accementptable format for review well In advance of Table 8301.2(1)criteria so designates,and Ice barrier that consists of at least two layers of underidyment cemented together or of self-adhering polymer modified bttumin sheet,shall be used In lieu of normal 7112 1. 3 3 5 3 4 5 3 5 8 4 7 10 ACCCORDANCE WITH CHAPTER 7 V TEFUOFI) 36.D INSTALLED IN I - rCon actor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. underlayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bldg. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 . . / . 37, The Contractor shall conduct all work In such a manner so to not impair the structural Integrity or stability of adjacent 5.All metal flashing where called for on plans shall be aluminum. structures,equipment,or utilities.Should damage occur as a result of the work,the Contractor shall repair or replace said 6.Contractor shall provide gutters and leaders as required and shall connect them to the approved storm 24 3 S 7 3 S 8 4 8 5 5' 10 6 1 sd NAIL AT 24 1N.O.C. damaged Items to the satisfaction of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs water drainage system as required. 12 3 3 3 3 3 3 3 3 S 3 4 6 GYPSUM WALL BOARD INSTAtJJ D IN associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. 7.Alt exterior openings shalt be property flashed. ACCORDANCE WITH CHAPTER 7 '1�0< 38, The Contractor shall have a competent representative or foreman present,who shall follow without delay all Instructions 8.All work shall bear a written one(1)year guarantee from Roofing Contractor from the date of the Owner's 16 3 3 A / 3 3 4 3 4 6 3 5 8 of the Owner or his/her assistants In the prosecution and completion of the work In conformity with this Contract,and shall acceptance. 9.12 19.2 3 3 4 3 4 5 3 5 7 3 6 9. . / NSTTALLED N ACCORDANCE have full authority to supply labor and materials Immediately.The Contractor shall also have a competent representative avail' 9.All roof Intersections to have flashing to extend 8"(measured vertically)above flat roof. 16df�lA1LXT241N.O.C. _ ty PP Y Y . 24 3 d 5 • 3 4 6 3 6 9 4 8 12 WITH TABLE R502.3(t) able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 10.Built up roof Is to be of 3-ply built up roof with gravel topping;tie Into existing. 12 3 3 3 3 3 3 3 3 4 3 3 5 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadlitites for the Inspection of 11.New work shall tie In and lap so as to prevent leakage. 8d NAIL AT 6 IN.O.C.ON ALL FRAMING parts of the work. 16 3 3 3 3 3 3 3 3 5 3 4 6 MEMBERS AT PANEL-EDGES AND 121N. 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner an 12.All exterior a plug shall be aluminum et galvanized, 12:12 8d NAIL AT 6 iN.O.C. 8d NAIL AT 121N.O.C.ON ALL WOOD STRUCTURAL PANEL O.C.ON ALL FRAMING MEMBERS NOTarising y waiver to releases of any 1e Flashing to sh provided at all roof penetrations,alley,vents,skylights,chimneys and roof 19.2 3 3 3 3 3 4 3 4 6 3 5 7 (ALL PANEL EDGES)' FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE AT PANEL EDGES liens ufaout of his r nties,guarantees, work Completed n of the date of the request for payment The Contractor shall also deliver ventilators.Flashing to be provided at hips,ridges,valleys,changes of roof slope;gable ends and top of foun- 2i 3 3 4 3 3 5 3 5 7 3 6 9 PANEL EDGES WITH TABLE R602.3(t) - all manufacturers'warranties,guarantees,operational and maintenance manuals pertaining to his work furnish evidence dation walls. satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other Indebtedness connected with his 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 15.Install shims to provide roof pitch under sheathing and perpendicular to the roof Joists to provide for roof tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established In the venting In flat roof areas (a)OUTSIDE CORNER DETAIL (b)INSIDE CORNER DETAIL agreements between each Contractor and the Owner. 16.All interior leaders are to have 1/2 foam sound Insulation over PVC piping. 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that maybe required to complete the " D P g• work of his contract,no Contractor shall endange)•any work of any other Contractor by excavating,cutting,or otherwise ELECTRICAL NOTES altering any work of any other contractor,and A Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and locatlon allowed for It,and shall be In strict confor- 8" e R costs caused by defective or ill-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and governing municipality. I/2• i-pN• 1•`•i/31r$GlV PR S 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide separate circuits for all appilances,amperages based on manufacturer specifications. Safe operation.The Contractor Is to take all necassary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to verify with owner,If the owner will be purchasing appliances and having them Installed by Wall stud 1rJ S�E�5 Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor, others prior to submitting a bid on the project TABLE R301.2.1.2 Bottom Plate 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shall Install,as per owners direction,any and'all intercom,alarm,thermostat,telephone and/or • , WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE Wall Stud Z folds,staging,platforms,runways,hoists,ladders temporary g,guards,railings,shaftwa 11301.1.1.2 Internal pressure.Windows in buildings lo- a,b,c,d Anchor Bolt - ,chutes,tem ora flooring, y protectiolns,etc,for TV Antenna wiring In walls prior to sheetrocking.All wiring shall be concealed In walls,floors,or ceilings. FOR WOOD STRUCTURAL PANELS Anchor Bolt = " the protectloln of workmen and of the public shall be provided,erected,and maintained In accordance with the requirements 5.All wiring shall be copper and all work conform with NEC and NYBFU and shalt be board of Fire Underwriters entad in wind-borne debris re ions shall have lazed Floor Joist r` of the New York State Building Construction Code,and all other laws, rules,or ordlnaces of all Governmental Agencies having approved and Include the following: g g FASTENER SPACING(inches) Bottom Plate Jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtainingall necessary a)all wiring openings protected from wind-borne debris or the build- Steel Strap lapped under Bili plate a.;- .... and approvals,and remove those Items which have served their rY Permits,Inspections g for new switches,outlets,fixtures,re-circuiting necessary to allow for all new work,all rewiring of in Shall be designed as a partially enclosed building inac- Panel span 4 4 feet<panel 6 feet<panel 1 I/ 1$x210 (a UA is -`•o el purpose and when directed by the Owner,unless otherwise existingfixtures and labeling of circuit breakers to Indicate circuit use. g g P y g FASTENER TYPE ieei span 5 6 feet span 5 8 feet Stlputetd, y g P GAR$ot-1 p/laic 1.-E 31y#315 b)furnish NF5U Certificate at corn letton of work t�4t + cordance with the BrrildriT� Code QJb Neta York .State. No.6 Screws 16" 12" 9" _ - 44. Con ractots shall make time) submissions to the Owner of the various Items as set forth so as to allow reasonable and ode 6.Furnish and Install single station smoke detect)n�j alarm devlceln compliance with Sec.: of NYS building 1 I I 5111 Plate quate time for review,possible correctiorn,possible resubmission,and for approval of submissions without defayln the Code and shall be provided outside each separate sleeping area,in each steeping space and on each floor level. Glazed opening protection for wind-borne debris shall No.s Screws 16" lb" 1_" L . . L ' progress of the entire project or any phase of the project, 7.Contractor shall verify with the owner,location and quantity of IlghUng fixtures,switches,outlets,etc.prior meet the requirements ofthe'Large Missile Test of ASTM �� � to providing a bid on the project For SI: ] inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448N, n i = Steel Strap lapped under 8.Provide a minlmum of one outlet!n a halfway that exceeds 9'-0 fn length. E 1996 and of ASTM E 1886 referenced therein. - lmileperhour=0,447m/s. Rvyp - __ sill plate ANCHOR 0/ These plans comply with all of the requirements of the following: " Exception: Wood structural panels with a minimum a. This table is based on 130 mph wind speeds and a 33-foot mean roof it I -W - (/if.%7p GjJ6,44e4 fL BOLTS • 2015Intematlonal6uild/ng Code • 2015Intemationa/Mechanical Code '9.Provide one outlet In each room a minimum of 6'-0"from the entrance to that room. 7 height. �i ��I i=m= thickness of /)G inch(1 1.1 mm}and a maximum span of 8 feet 2438 mm shall be permitted for open" b. Fasteners shall be installed at opposing ends of the wood structural panel. 20151ntematrona/Residential Code • 1015Intemationa/Fee/Gas Code 0.Provide a minimum of one GFI outlet within 3'-0"of any sink and a minimum of one In every bathroom unless otherwise specified. ( ) p p g COLUMN ZOISIntemationa/Existing Building Code e 2015 International Property Maintenance Code 11.Contractor must verify with his licensed electrician If an upgrade of electrical service Is required for this protection in and two-Story buildings.Panels Shall Fasteners shall be located a minimum of I inch from the edge of the panel. Z • 2015Intemational Energy Conservation Code e NFPA 70-'National Electric Code(NEC),2017editYon project prior to submitting a bid. c. Fasteners shall be long enough to penetrate through the exterior wall cov- 5 .4 R W A LL BASES be precut to cover the glazed openings with attachment ening and a minimum of 11/4 inches into wood wall framing and a mini- Y o L vi,to W t•l o • 20151ntematlonal Fire Code Z01]Uniform Code Supplement 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocatlon as required for the project. hardware provided. Attachments shall be provided in mum of 11/4 inches into concrete block or concrete,and into steel framing STRAand a 1„i OU 4 a 2015Intemabbnal Plumbing Code e - es,t 9 ZOl'J Supplement to the NYS EnergyConsembbn Construction Code Contractor must also notify the Architect of locations If not shown on plans. accordance with Table R301.2.1.2 or shall be designed a minimum of 3 exposed threads.Fasteners shall be located a minimum of MTS12- - f Zit M i hI- 1. a PLUMBING NOTES Theses tans desi ned in accordance with the American Forest & Paper 1.All plumbing work shall be In strict conformance with all state and local codes. to resist the components and cladding loads detennined 2'/,inches from the edge of Concrete block or concrete. z • p g in accordance with the provisions ofthe Building Code d.Where screws are attached to masonry or masonry/stucco, they shall be END S�lg 2.Not water heater shall have a maximum temperature setting 01140 degrees F. p g attached using vibration-resistant anchors having a minimum ultimate DISTANCE -. ® 5 oLT S Assoc. Wood Frame Construction Manual For One & Two Family Dwellings 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. z 4.Provide Insulation on all new piping as required by code. 0 1Vety York State. withdrawal capacity of 490 pounds. .� , • NOTE: 2015 Edition" (Prescri t i Ve Method S.Remove and relocate all existing piping as required to assure the proper execution of the work. ii-%,_J. �� o ff 3 SIDIECOV R ALL STAAPPNG TO BE 1 V4'20 GAUGE STEEL OR p } 0EN ERAL NOTES 6.tSetow grade waste Ilnes shall be XHCI plping. #I ; '3LVSOM EOUVALENT-CS2((COLED STRAP) - 7.Potable lines shall be " " NAl L \ (ALL STRAPPNG SHALL BE i6TA(1ED PRIOR TO SHEATHNGJ t.The mechanical system shad be installed h accordance tt;lth chaptersT2-Z4 of the type l copper. © residential code of New York 5tate. 8.All gas or oil piping required shall be performed by the plumbing contractor. `� t' !- 'L 9.Sanitary disposal system shall be County Department of Health Services approved for desi nand TABLE 8301.2(1) " TYP.PROVIDE RAFTEFTO Ig nand AND GEOGRAPHIC bE$IGN CRITERIA 1 GROUND WIND DESIGN- SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AiR MEAN - 'j o o I . I ; KNO ATTAO*A NT WEN 2.The Plumbing stptem shall be Installed in accordance uhth chapters 25-32 of ft residential Instaltatlon.The owners surveyor shall be responsible for design and locations of these facilities as well as SNOW Speed° Topographic Spsclal wind Wlnd-burns DESIGN Frost Ilne DESIGN UNDERLAYMENT HAZARDS$ FREEZING ANNUAL , ,. ALKi�OR RAFTERSA obtaining all permits or code of New York State. approvals. LOAD (mph) meds" region' debris zone" CATEGORY' Weathertoa'. ,,,the Termite` TEMP' REQUIRED" INDEX' TEMW `�-d,of . ot ....•o KNf33 TO PLATES TYP.PROVDE RAFTER TO - „ Typical LSTA Installation o-i "- /;' \ CRIPPLE CONNECTION H-2 b 10.Contractor shall provide hotwater baseboard heat throughout at perimeter wafts unless otherwise noted I f " 3.Electrical a ui ent and uArin shall be Installed in accordance with ch tens 33-42 of the 11.Water main must be V-0"away from the sanitary disposal system and 4-0deep. ' OR EQUAL OR STRAP Q Prn 4 ap " 301b 1 30 no no no B evere 36 M to H re ui red RAF-rm r1, -ro S T Utv X/s+F--is r- -r-d (:,I r) st= 117-1 1 j residential code of New York State. 12.In bearing walls or partitions,no stud Is to be cut more than 1/3 Its depth to receive piping,dud or eledri- TABLE R301.5 ENO I .- -.: • DETAL a LEFT TABLE R301.7 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS O GiN U1 __ cal work. • ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS"` (in pounds per square foot) y CEN' tE pw Nominal Allowable 4.EMerforwlndausand glass doors shall bSInstalledIn accordance with section 8613.5. )3. all water service and distribution Model I NAILING & STRAPPiNGAT Allglazingshagcomplyu4thsection iz30e. pipe and fittings ALLOWABLE USE LIVE LOAD No Post Uplift to be copper alloy STRUCTURAL MEMBER DEFLECTION Size (133&160) A EXTERIOR WINDOW/DOOR HEADERS . Uninhabitable attics without storage 10 C8- 4x4 4200 "co"�FMat1e1' "rN"''OrDn'E'"A°0R10N61 5.In all framed walls,floors androoHceilingscomprisingelementsofthebuildingthermal 14, all drain,waste and vent piping and fittings to be PVC-DWV Rafters having slopes+renter than 3:12 with - A pe, vapor retarder shall be installed on the warm-In-uAnter side of the Pe benvelope,a moisture finished ceiling not attached to rafters 1/180 Uninhabitable attics with limited Stora"e°'r 20- I'I, 4a 4x6 4200 o t �, NAILING SCHEDULE'S': eAum ReAr,Eoptsrnllemr I.war�u insulation h accordance with section P` Li6B CB6a 6x6 4200 O �� Interior watts and partitions H/180 Habitable attics and attics served with fixed stairs '30 1 I M���5� ,_�A� 3�i ...,CL G PN. AWM o� s o : S Notation 6-Wall and ceiling finishes shall have a flame-spread ciassification of not greater than 200 u4th Floors 0360 Balconies(exterior)and decks` 40 0 e nssia-1TaZfbFi- ® .:«_ A B c D E F d„rk,k"&-vcloped index of not greater Than 450 in accordance with section 18315 Ceilings with brittle finishes(including plaster " as a Floor-tong L360 . Fire escapes 40 o Floor Tie B r o• z rs z:. 1 1 t t and stucco)' l� 1.Insulation shall have a flame-spread Index of not greater than 25 urith a smoke-developed o r C E 4'0 4 roa4 z z z z Ceilings with flexible finishes(including gypsum U240 Guards and handrails° 2001' BCS2-2/4 i 1-1 s'•0• a to z.•u n z e - 3 a 3 a �dex�not greater than 450 in accordnace with section 11.3 15 i 1 E° , SHEET TITLE board) a s e m zx4.O 2X6 s s s 3 r, GEfV ERAL. NOTES 8.Interior wall covering shall be in acoordance with section RT02.3 and exterior wall covering -�'.i• , r , Guard in-fill components` 50" E��d 101.0• n 0 be 4 4 4 4 „.f !4I r- `.(� , PROJECT NAME All other structural members 11240 N ^ ,� e Provide in. t shall be in accordance uAth section 103.4. Exterior walls-wind toads'with plaster or `11/360 Passenger vehicle garages 50' G p �f�i M t-i GAF' - iW end distance 174/ a m 2,:e s s s s - SIUCCOIII11Sh for CS andCMST A Notations: �;^p' / q.Asphalt shingles shall be installed in accordanceuith section R905.2 " I stucco Rooms other than sleepinb rooms 40 A.N.►.691 OF to was AT Fan e•D OF STRAPP M T T Equal number of F B.NA6tTi OF a L stens ori TIE Rar moEs NOT APPLv To 000ast KENNETH ETH SCHULMAN Exterior walls-wind loads'with other brittle 110 O specdled pads finishes IIP-40 Sleeping moms m each end C-HIASM OF RLL N9(iR On SnM AT EACH SUE OF LEADER Exterior walls-wind loads'with flexible finishes 11/12 Stairs 40` D.mmem of so mLs eo NAtln Txa,n+Auwm *e sm Toed ARCHITECT, P.C. DATEI of tit Ar Foo+soE / 4t: 209 LI'L`T`A�'EXLSCALE: E NMNA OF AUX STAB AT EMN%0 OF FE aM rASRW OOUXE 1EA050 •r R f, ' T Lintfls supporting masonry veneer walls` ,0600 E. )\ORTIiPORT, N.Y. 11731 BY: TRAPPING D ETA I LS F.NAeet OF M rw.a a0+L-W aAOUtir ADJ C-r.,A«VU)s TO :-e:' -0"","' TEL. FAx. (631) 3fiL�_$138s _- __.__.-_______. .-- All rOOfSrCe111ngSrflOOrS JACKS AND KtJGS AS eo OF Blast AT EACH SDE ODES NOT AFKY TO DOORS ' .LOB-NO, NO. Nate:L=spin length,H=span natant. $I asst,TYP,DETAL o LEFT designed for dead load of 10 P.S.F. - -