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�p®�OSUfFat/( Gy Town of Southold 7/24/2015 � P.O.Box 1179 0 co 53095 Main Rd moo® ��p�3r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39791 Date: 7/24/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Hickory Rd.,Southold SCTM#: 473889 Sec/Block/Lot: 54.-6-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2018 pursuant to which Building Permit No. 42621 dated 4/30/2018 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to O'Brien,Joanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42621 07-17-2018 PLUMBERS CERTIFICATION DATED 07-07-2018 Neven DeFalco ut ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a' TOWN CLERK'S OFFICE '�y,• 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#: 42621 Date: 4/30/2018 Permission is hereby granted to: O'Brien, Joanne 666 Shore Rd Apt 5D Long Beach, NY 11561 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Hickory Rd.,Southold SCTM # 473889 Sec/Block/Lot# 54.-6-11 Pursuant to application dated 4/16/2018 and approved by the Building Inspector. To expire on 10/30/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $441.60 CO -ADDITION TO DWELLING $50.00 Total: $491.60 nspector 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 ate. d4-1 1,:::,-o� C� New Construction: Old or Pre-existing Building: (check one) c Location of Property: GJ�) H( ��(jr q Ted JOL*h0,(A House No. Street Hamlet Owner or Owners of Property: d, Pj1T (-en Suffolk County Tax Map No 1000, Section rJ 14 Block (A Lot 1 Subdivision Filed Map. Lot: Permit No. o Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: TemporraU Certificate Final Certificate: (check one) Fee Submitted: $ 3//11 Applicant Signature SOU��o! Town Hall Annex Telephone(631)765-1802 54375 Main Road CIA Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 .®l� yo roper.richert(a�town.southold.ny.us COU 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: O'Brien Address: 350 Hickory Road city:Southold st: New York zip: 11971 Building Permit#: 42621 Section: 54 Block: 6 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: EL Electric License No: 59364-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 1 st Floor Den, 2nd Floor Bedroom. Notes: 1- Combination Smoke/CO Detector, 1- Bath Fan, 2- ARC Fault Circuit Breakers. Inspector Signature: Date: July 17, 2018 0-Cert Electrical Compliance Form.xls w,O�SO Town Hall Annex Telephone(631)765-1802, 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD • • i JUL 2 p 2018 NVMD1N(;DEp3 CERTIFICATIOW Date: � 7-I k Building Permit No. "T 1 Owner i C2 �j r a - (Please'llilao Plumber: Sze t P yl 21910 u (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% Iead. (Plumbers Signature) Sworn to before me this day of �1 , 20L,? '? IVIALTER J ALLEN xotagrPublic-Statoof N_SsYork NO OTAL6702242 0uati'�ed in Nassau County t ty Ca'r"'SS Expires Mar tb,ZO2 i Notary Public, County A14-w-, \OE SOUTy # TOWN OF SOUTHOLD BUILDING DEPT.- cou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: v ✓ K DATE INSPECTOR OF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ XFNDATION 1 ST [ ] ROUGH PLRG. NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Adbvvl �110 (,Jy I qg ovcv� V,(Al.,I r 1 l r t ' DATE g INSPECTOR f4f s 0 TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm a�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FUNDATION 2ND [ ] INSULATION 000 [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Rid� � 1 DATE- INSPECTOR ho��pF SOGTy�� # # 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 ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: olk; DATE S INSPECTOR �YI �aOF 50Ury� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourrn 0�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [Vf"OROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ CAULKING REM KS: _ f 6�4�-oc— DATE 6A0 INSPECTOR .II UF SO(/lh° h� �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q g461 r DATE INSPECTOR ho��pF SOUjy�lo TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm,N�' 766-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL6G. 2 (�Z-! [ ] 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: DATE 1 7 A INSPECTOR (sem r DOW • ' • • I • • -------------- r . • • 1 MAINROUGH - FRAMING W "' 0C" � ' PLUMBING MA-A, = - �► S ENERGYAll • 1 ADDITIONAL C• _ \ • 0 VC7.VIA In • � i��7.L • a A�. t e . .a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT • 4 v Do you have or need the following,before applying? TOWN HALL k `Board of Health SOUTHOLD,NY 11971 • ati , sets of Building Plans TEL: (631) 765-1802 t. I .-0 ': `Rjanning Board approval FAX: (631) 765-9502 '`�11�'s� , -- ll fey Southoldtownny.gov PERMIT NO. _. t , ��I ' Check Septic Form �I Y.S.D.E.C. _ N'&O.Applicatio% n �/� Flood Per9t, Examined ,20 separate DIECR,O "F-cuss Identification Form + - � �,gnn-Water Assessment Form r, ^ APR 1 6 2018 Contact: Approved 20 OCL y)A o e IZeA Disapproved a/c to TQC so ` �' 3�9—z2 Q� Phone: �Cpl .30 Expiration 20 gg iT, f J�f'at,a ,rTPLICATION FOR`BlfthbING PERMIT �- Date x'12 , 2018 y ; INS')`1HJ&fJbNS a. This application MUST be�61i 114y)"ti lied in by typewriter or in ink and submittedcto 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-oiJ,ernises,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 tissues a Qicatq pf Occupancy. t� 'r. 1 f. very building permit shall expu'e if the work authorized has not coniine c`d`�`'ithip 12 montlllss after the date of is a c�oriias'not been completed w%;� r p ` 'A bsuch date.If no zoning ndments or"oher-regulations affecting the property have been enacted in the interim,the B'uing Inspector may authorize,in writing,the extension of the permit for an " addition six month's.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. S'gnature 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 *T-OA-aPF d r(3(4 (As on the tax roll or latest deed) :�'>` ''• ` �`� '"$ "A :. If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) �*`_:rt.� 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: House Number treet Hamlet County Tax Map No. 1000 Section Block = s `Lot( ' -Y ti a c Qa Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy.dproposed construction: a. Existing use and occupancy ti b. Intended use and occupancy lLH 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7����� � ,��,.Fee.-m" .1 ( o be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwel I g its on each floor t If garage, number of cars ?� k �. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. fir {� 7. Dimensions,of existing structures, if any: Fro�Zt,�.ti�P a 1� �Rear Depth �7• F 5, .1r.Js w Height' 21 Number of Stories y Dimensions of same structure with alterations ora d't' Front 4AmE Rear Depth 16t C Height �+ 2Number of Stories 7i 8. Dimensions of entirf new construction: Front �O 3• Rear &3 S Depth 3 7• Height 23 Number of Stories 9.+ Size of lot: Front m i DO Rear ��• d�Depth 3 10. Date of Purchase (1 pow Name of Former Owner. 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES NOVX 14.Names of Owner of premises T ® TNMO Address 756 f"truf-b" Phone No.CL)5l6 "3T1—Z7-3U Name of Architect Ve W 0-fY M 0-11E- Address (f W PA-0-10-1 irt—Phone No SW 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 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 to property lines. 17. If elevation at any point on property is at 10 feei'or below,must provide topographical 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) SS: COUNTY OF .�'t_•!'C2 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the d�EJ•el� (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 work will be performed in the manner set fo h in the application filed therewith. Sworn to be me this 2:" day of fe-i 20 yotMVjR0j*q ®te of Now YorK _3 Signature of Applicant No.01 LA6140880 Qualified in Suffolk County Commission Expires February 13,2&A i Scott A. Russell ��°sU k STOR IMMA\T]ER SUPERVISOR MANAGIENUENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 o - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -------- -------------- --- DOIES =5 PROJECT INVOLVE ANY OF THE ]FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑M 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. ❑[] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[2 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i 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 t 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. JvIf-Yon answered NO to all bf-the questions above, STOP! Complete the Applicant section below with your Name, i Signature, Contact Information, Datb-&County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the•above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date 54 D�stnct 1 1-9,77 -201 �� —201 t/Xn '�LI j NAME Y1w.0 f' Section Block Lot Z 9 FOR BUILDING DEPARTMENT USE ONLY Contact lnfor a on J / l0 v /—j O � .Telephone Numhrr) Reviewed By-J&\ �)UA" — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. C, D✓ Stormwater Management Control Plan Not Required. —fA1/ 1 Stormwater Management Control Plan is Required �N (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 rjv so Town Hall Annex Telephone(631)765-1802 54375 Main Road cs� � Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 � ®l�c4UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 11, 2018 Joanne O'Brien 666 Shore Road, Apt. 5D Long Beach, New York 11561 RE: 350 Hickory road, Southold 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 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Manning#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: 42621-Z addition/alterations UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL AEE NOT CONSIDERED TO BE A TRUE VAUD COPY.DISTANCES SHOWN FROM PROPERTY LINES TO MUSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT 'INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTM STRUCTURES CERTIFICATION INDICTED HEREON-SHALL RUN ONLY TO THE PERSON FOR WHOM THE , �`k SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LLSTED - HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE S��` _ NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS OWNER: JOANNE O'BRIEN 1000-054.00-06.00-010.000 FOR IRLYo PROPERTY INFORMATION: � LAND NOW OR FORMERLY CURTIS & RITA WROM AREA: 13,004.03 Sq.Ft. = 0.2985 ACRES ZONED "R40" RESIDENCE N 47°49'40" E 128.27 ELEVATIONS IN NAVD88 DATUM r CHAIN LINK PENCE FENCE _ Vis- DRAWING INFORMATION: 4.22 5 .I2.4,,, 0.3s a (J-'9 SCALE: 1"=30' -DRAWN BY: J.A.M. FILE' No.: Q064-18 A 39.6 c 3.9 DATE: MARCH 16, 2018 �4 cn T� U y ON I CEA C> E7W?L1V 0,-44 o To.i + IN-GROUND W = " o w z w I+ ° ~ \ 17 0` SWIMMING-POOI, , z z 15.8x32.3 C c 52.0 ~ � :s ~ A 8.0 C LISA McQUILKIN LAND SURVEYING 122\N -F* -~ r�CY�i �,• •••m .Tr V` - 274 EAST MAIN STREET - EAST ISLIP, N.Y. 11730 f w F+ o aN C4 TEL: 631-277-3605 e< [. cn0.5W FENCE N�6� FA%: 631-277-3906 C�� FENCEJ -CHAIN LINK FENCE 0.95 COLUMN-/) ° f » 0.35 FENCE z 0.8W G � '0.1W ¢ S' 47 49 40 W 131.81 l.os SURVEY OF � 1000-054.00-06.00-012.000 �-. DESCRIBED PROPERTY LAND NOW OR FORMERLY AT SOUTHOLD, TOWN OF SOUTHOLD, _ ANTON & HSLEN SMC �®05W2 SUFFOLK COUNTY,COUNTY, NEW YORK DS AV SCTM: 1000-054.00-06.00-011.000 AN 350 HICKORY ROAD, SOUTHOLD i New York State Insurance Fund Workers'Compm*dolt&phablav fidngJ1a Speolaltsla SlAw V 914 0 CORPORATE CENTER DR,3RD FLR,MELVILLE,NM YORK 11747.3120 CERTIFICATE OF WORKERS`COMPENIATION INSURANCE It A A A A A 454440354 KUJAW6KI INGURANCE AGENCY& BROKERAGE 180 MAIN RD SUITE D RIVERHEAD NY 11001 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFI ATE HOLDER CUSUMANO CUSTOM HOME TOWN PF SOUTHOLD BUILDING DEPT REMODELING INC 64376 ,ROUTE 26 102 LANPINC LANE PO aG 1170 BAITING HOLLOW NY 11933 SOUTI OLD NY 11071 POLICY NUMBER CERTIFICATE NUMBER POLIdY PERIOD DATE 12202901-4 686712 OM017 TO 07103/2018 4/13/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED A80VE 16 INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2262 001.4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AID INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WG081TE AT HTTPSN/ WW.NYBM.COM/CERT/CER1VAL.ASP.THE NEW YORK 8TATE INSURANCE FUND 18 NOT LIABLE IN THE EViNT OF FAILURE TO ONE SUCM NOTIFICATIONS. THIS POLICY 00118 NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED 9Y THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ADEL CUSUMANO SECRETARY DOMINICK CUSUMANO CUSUMANO CUSTOM HOME& REMODELING INC THIS CERTIFICATE IS ISSUED AS A MATTER OR INFORMATION ONLVAND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND LIL►a!•IM•J i e-le - DIRECTOR,INBURANCE FUND UNDERWRITING VALIDATION NUMBER.,444010071 6 /T '39Vd wv 9V : ZT STOZ * VT 'zdV R� CERTIFICATE OF LIABILITY II SURANCE 04/1312018 THIS CENTIFICATIS la III NUL Afi A MATTRR OF INITORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS GERT04CATE DOES NOT AFFIRMATIVELY OR NJOATIViLY AMiND,EXTEND OR ALTER THE COVERAGE AFFORD■D NY THR POLICIES BELOW, THIS CiRTIFICA'S OP INSURANCE DOES NOT CONOTITUTE A CONTRACT dofWEEN THE ISSUING INSURERIB),AUTNORItGD REPRfWIrNTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER, 01FORTAMT1 II the cortincate holder IA an ADDTII a pot cy(se must hove A DITION L INSVIt90 provisions or bb en00Aee, IT SUBROGATION la WANSD,aupleet to the tarns end oondltlons of the policy.Wain pCH010s M ire+acro on ondomonitnt, A statomw on this egtifloeb doe@ hot eonhr 691118 to the eentNleste holder In lieu of such endorasmen s, K awkllnwmna KUJAWSKI INS.AGENCY&BROKERAGE a3 y2z-4981 No); (t331)7Z2.9889 108 MAIN RD QUITE D ' RIVF-RHEAD,NY 11001 elaulelaRt AFI�Rs1Na C w� NAS a Phone C"1)722-4991 Pax (e31)7Y3.0080 Kln 'Stena Ineuranaa Com an .. ._. INSURLO .._.,.... .•. ... Cueumeno Custom Homga R Re"alin0 Ino 192 LAnding Lane ^ 091dng Hollow,NY 11933 'Nw*--gg a—._:" — ---d .. . COV611AGR8 CIERTIPICATE NUMBER: ItRVMION MUMMER: W 'S CERTIFY 1' AT THE PbLICI6®OP T I SUIIRb NANl6l7 ABOVE FOR'1i POLICY PERIOD INDICATED. NOTWITHITANDWO ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT 0 QTH®R DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE I88U6D OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DE CflI8E0 HEREIN IS SUBJECT TO ALL THE TERMt3, FatCI.U81ONS AND CONDITIONS OF OUCH POLICIES.LIMITS SHOWN MAV HAVfr BEEN REDUQFp 9Y Alb CLAIMS. TYPE 00 a ADD llkp UMITa _ COMMiRCIAL GOMM,UABILAV Qp�.INFA QQQ Q�Q,00 ❑ ❑ CLAIM&MAOR OCCUR WMAG 0 50,000.00 A ❑ CP5013277 0012012097, 0,8/.20/2018 M P qvf ma').. .!,1.000.00 PERSONAL L AOV INJURY s oeN'LaooaiaATi LggIpM��TAPP1128 Rn,• OaNsw►L gaoAT� ® 2000 000.00 0 Policy ❑ ;E{"iT n LOC a _ggmP10YAea 0 2,000,000.00 ❑ ot'►wR � ..0 ... AVTOMOMLtLWAl11Y " e ❑ AnvylVyy��AlUTO p 9C�11~DULED BODILY INJURY(Per omen) S 13r0a00NLv AU 04 YODILY INJURY, IPe►eoolaenq 1 U AVT08 ONLv ® NON-OWNED ONLY a AMAOe--- ,.. ❑ UMWWLLA UAS�❑OCCUR PAC"OCCURRENCE 8 axaaa CIA1 T WORRaeI!COMPaNaAflON AND NPLOYAM'LIAINY YON O gl&PAlE1'ORIPARTNERRIIECU EL.C11011AOIiID�iNT / OF, �mMKN EXCLU0E07 N 1 A Meedelugr M NN) Of e,aowes u„de, S.k.DRE E-EA EMPLOYa S -- OFERATTONa6dow ..w F.I. hiseAB!-POLICYLIMIr e I ' i OMRIPTION OF OPaRATIONI I LOCATIONI I VEMIOLEa(Mush ACORD 101,Addlsonel Rem*e khed1le,It mon eBeoe Is(puven) , CERTUIOAT!HOLpeR_._� CANCELLATIO • �-- SMOULO•ANT 0 j TH9 Ao0V0 DESCRIBED POLICIES BE CANCR"CC 99►OR9 Town Of Southold 9ullding Department TiIR RIIPJIIATI4I OATS THRRBOF,NOTICE WILL BE DELIVERaD IN 34375 Route 25 accoltDnNCB IT"THE POLICY PROVISIONS. PQ,BOx 1178 gUT110R ENTATN! Southold,NY 11171 J 4080-2018 ACORD CORPORATION. All rlghN raaannd. ACORD Z8(2018108)OP Thtl ACORD name and logo aro reglebmd marks of ACORD C /Z *a0va WV LV : ZT 8T0Z ' 6T 'zdV SUFFOLK COUNTY DEPT OF LABOR, L12MEN0 CON8UMOA AFFAIRS PROVEMENT CONTRACTOR ADELE CUSUMANO IL CUSUMANO CUSTOM NOME9 S bwror Ip duly REMOo>aLINO NO. Iftnpd by the 6"i wwwr oa wvu C"of Suffolk 49808•H 07/29/2012 ?�� evea�owaw 07!01/2020 1 WV LV : ZT BTOZ ' VT 'zdV ' REScheck Software Version 4.6.2 Compliance Certificate Project O'BRIEN RESIDENCE Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: L Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 HICKORY RD O'BRIEN RESIDENCE OYSTER BAY DRAFTING&ARCH SOUTHHOLD, NY 11971 350 HICKORY RD 68 WEST MAIN STREET SOUTHHOLD,NY 11971 OYSTER BAY NY, NY 11771 . 6ff Compliance: 8.2%Better Than Code Maximum UA: 184 Your UA: 169 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based an code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 609 21.0 0.0 0.044 27 Wall 1:Wood Frame,16"o.c. 556 15.0 0.0 0.077 28 Window 1(3)210410:Wood Frame:Double Pane with Low-E 45 0.170 8 SHGC:0.28 Window 2(CTC2):Wood Frame:Double Pane with Low-E 5 0.170 1 SHGC:0.28 Door 1(12'SL):Glass 80 0.170 14 SHGC: 0.28 Door 2(2)BAR:Solid 60 0.300 18 Wall 2:Wood Frame, 16"o.c. 525 15.0 0.0 0.077 38 Window(CIRC):Wood Frame:Double Pane with Low-E 3 0.170 1 SHGC:0.28 Window(2)3046:Wood Frame:Double Pane with Low-E 30 0.170 5 SHGC:0.28Ceiling 1: Cathedral �1 Skylight 1:Wood Frame!ng 836 30.0 0.0 0.034 28 Frame:Double Pane with t� n SHGC: 0.28 U 3 0.170 1 APR 2 7 2018 BUMMG DEM TOWN OF S® OLD Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 1 of 10 Compliance Statement: The proposed building design describe here i consistent with the building plans,specifications,and other calculations submitted with the permit application.The propos d build! g has been,designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory req ire nt ID EScheck Inspection Checklist. be&AI-TS IV-81.9 AA 91PI/M Dame-Title S Z� Date 0 a� Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 2 of 10 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 .IECC Requirements: 0.0% were addressed directly in the,REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that-table is provided. SectIon Pla ' ns Verified Field'Verified #, Pre-Inspection/Plan Review -Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ,.., ❑Complies 103.2 documentation demonstrate t "`= ` ' ❑Does Not dPRl]i !energy code compliance for the { '•" ' '`.; (�} I building envelope.Thermal ; '` ❑Not Observable ;envelope represented on r,. ❑Not Applicable ; :construction documents. I 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate _ []Does Not 403.7 :energy code compliance for , IV [PR-3]1 ;lighting and mechanical systems. ': ❑Not Observable ; ❑Not A Systems serving multiple + App :dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. 302:1, ;;Heating and cooling equipment is: Heating: Heating: QComplies 4033 sized per ACCA Manual S based Btu/hr ! Btu/hr !❑Does Not ! [PR2]12 ;on loads calculated per ACCA l M ; Cooling: ! Cooling: Manual or oer metos ,❑Not Observable ;. ] thhdBtu/hr Btu/hr !❑Not Applicable I l approved by the code official. PP Additional Comments/Assumptions: 1 High Impact(Tier 1) 7., Medium Impact(Tier'2) 3 Low Impact(Tier 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitied.rck Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [F011]2= -',protect exposed exterior insulation ;❑Does Not U-I and extends a minimum of 6 in.below grade. ❑Not Observable I ❑Not Applicable ; 403:9' {Snow-and ice-melting system controls;❑Complies [F012]2 installed. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tler 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-in Inspection "Value Value Complies? Comments/Assumptions & Req.ID 402,1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FRl]1 ;❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- I U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3 402,3.6, I ,❑Not Observable 402.5 ; ;❑Not Applicable ; [FR2]1 I 1 U 303.1.3 ;U-factors of fenestration products I Y ` i ..-=' .` ❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or l� •' ❑Not Observable ' ltaken from the default table. r ' ❑Not Applicable 402.1.1, ;Skylight U-factor. 1 U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ;❑Does Not table for values. 402.3.6, ; 402.5 ; ❑Not Observable [FR5]'1 I ;❑Not Applicable ; U i 1 1 1 402.4.1.1 ;Air barrier and thermal barrier = ''' ,; ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. f,y ❑Not Observable ; JE]Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting []Does Not AAMA MDMA/CSA 101/1,S.2/A440+' or has infiltration rates per NFRC ? :, ❑Not Observable ; 400 that do not exceed code I _ ❑Not Applicable limits. !302:4:5 ;IC-rated recessed lighting fixturesf`,M ;:, ❑Complies [FR16F sealed at housing/interior finish "` :V I❑Does Not and labeled to indicate s2.0 ;leakagei, :#❑Not Observable at 75 Pa. ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics } " ., ;`:'.., ;.;❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not ; >=3 inches in diameter and >_ >A _ R-6 where<3 inches.Supply and i. ❑Not Observable ; 1 return ducts in other portions of I •"; ' .1 ! ❑Not Applicable ; ;the building insulated >=R-6 for 'diameter>= 3 inches and R-4.2 .for<3 inches in diameter. 403.3.3.5 ;Building cavities are not used as ❑Complies [FR1513 :ducts or plenums. ❑Does Not U I" ❑Not Observable ' ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- ;~R-' ;❑Complies [FR17]? above 105 QF or chilled fluids ;❑Does Not P ;below 55°F are insulated to zR- ; ;❑Not Observable :[]Not Applicable 403,4.1 i Protection of insulation on HVAC r ❑Complies [FR24]1 piping. ❑Does Not I❑Not Observable I: :{ „xst „J❑Not Applicable ; 1 High Impact(Tier 1) 2-. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 5 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req:ID 4015.3 Hot water pipes are insulated to R- R- ;❑Complies �❑Does Not 1 U` ;❑Not Observable ❑Not Applicable 40316. )Automatic or gravity dampers are Y " ,❑Complies [FR]g]z: installed on all outdoor air ❑Does Not intakes and exhausts. i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) `,Z 'Medium Impact(Tier 2) -3 Low impact(Tier 3) Project Title: OTRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitied.rck Page 6 of10 FSection Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions s' Req.ID 3'03.1 ;AII installed insulation is labeled ❑Complies [IN13]2 ;or the Installed R-values x ❑Does Not A; 'provided. v. I ❑Not Observable i •I❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not Mable for values. [INlll ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303,2, ;Floor insulation installed per _ ~`"f❑Complies 402.2.7 manufacturer's instructions and = J ADDoes Not [IN2]1 ;in substantial contact with the f underside of the subfloor,or floor 4❑Not Observable framing cavity insulation is In 11]Not Applicable contact with the top side of ; ;sheathing,or continuous insulation is installed on the ; underside of floor framing and extends from the bottom to the iJ !top of all perimeter floor framing t members, ! 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 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 ❑ Steel !❑ Steel :❑Not Applicable erybl bj requirement applies{FR10), , 303.2 ;Wall insulation is installed per ! '`• - '' - ❑Complies [IN4]1 !manufacturer's instructions. f- ! 1❑Does Not , ❑Not Observable ; = ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename; Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 7 of 10 Section " Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req:ID .............. 402,1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 Wood Wood ;❑Does Not table for values. 402.2,2, Steel ❑ Steel ' 402.2.6 ;❑Not Observable ; [FI1]1 ; ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ,' ❑Complies ; I manufacturer's instructions. ❑Does Not [FI211 :Blown insulation marked every:300 ft2. ❑Not Observable ❑Not Applicable 402:2`.3, Vented attics with air permeable !' ' ❑Complies [FI22]z i insulation include baffle adjacent I ' ❑Does Not ;to soffit and eave vents that �.,• ; E • z` } ❑Not Observable extends over insulation. I ; I❑Not Applicable 402,2,4 ;Attic access hatch and door R- R- ;❑Complies [FI311 ;insulation zR-value of the T❑Does Not ;adjacent assembly. ; ;❑Not Observable ; ;❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50= ;❑Complies ; [FI1711 ;ach in Climate Zones 1-2,and ; ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable I ;❑Not Applicable 403.2,3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI411 1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in UNot Observable tests,verification may need to ; ; ;❑Not Applicable ; occur during Framing Inspection. ! 403.3.2 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F12711 !determine air leakage with ; ft2 ; ft2 :❑Does Not !either:Rough-in test:Total leakage measured with a !,[:]Not Observable ;pressure differential of 0.1 inch ; ;❑Not Applicable ; Iw.g.across the system including ! the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch lw.g.across the entire system ! ! ! including the manufacturer's air handier enclosure, 403.3.2.1 ;Air handier leakage designated I ❑Complies F12411 by manufacturer at<=2%of 'S , ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1Pro rammable thermostats i4,` 9 I` � _ _ ❑Complies , [FI9]? Hnstalled for control of primary .; ❑Does Not heating and cooling systems and ? []Not Observable j initially set by manufacturer to 4' b ,code specifications. f' _; , ❑Not Applicable ; 493.1.2' °` ;Heat pump thermostat installed } ' ,j❑Complies 1171101? on heat pumps. t x f[]Does Not ! !❑Not Observable ❑Not Applicable -403.5,1 .;Circulating service hot water y ❑Complies ' [FI 11]2 •j systems have automatic or ❑Does Not ! ;Iaccessible manual controls. x " -,❑Not Observable ❑Not ; Applicable 11 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? CommentslAssumptions & Req.ID 403.6:1, 'All mechanical ventilation system _ ❑Complies [F125j2' (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. I []Not Observable }. ❑Not Applicable „403`:2, ':Hot water boilers supplying heat i, ❑Complies [F126]2 Ithrough one-or two-pipe heating ❑Does Not ,I systems have outdoor setback control to lower boiler water ❑Not Observable ;temperature based on outdoor ;r ❑Not Applicable -;temperature. '403:5.1.1";Heated water circulation systems ❑ Complies [17128]2` have a circulation pump.The i` - • ❑Does Not :system return pipe is a dedicated ' 3 return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- _ ❑Not Applicable ; }syphon circulation systems are not present.Controls for I circulating hot water system pumps start the pump with signal for hot water demand within the ?occupancy.Controls ,automatically turn off the pump 1 li 1 when water is in circulation loop is at set-point temperature and ( , { I no demand for hot water exists. 403.5:1:2 f Electric heat trace systems = " „ I❑Complies [FI29]? I comply with IEEE 515.1 or UL �T ❑Does Not ;515.Controls automatically I; I, _ adjust the energy input to the j ❑Not Observable heat tracing to maintain the ,,❑Not Applicable ;desired water temperature in the �• `. piping. } 463.5:2 ;Water distribution systems that { - • " „ ❑Complies [17130]2 1 have recirculation pumps that ❑Does Not pump water from a heated water ,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 ' t that manage operation of the pump and limit the temperature 'of the water entering the cold .' I water piping to 1044F. a ;403.5..4 i Drain water heat recovery units I ,V "" ;❑Complies [FI31j2 :tested in accordance with CSA } _ ❑Does Not B55.1.Potable water-side III pressure loss of drain water heat ; ❑Not Observable recovery units<3 psi for ❑Not Applicable ; individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for ; :individual units connected to i three or more showers. 404.1 175%of lamps in permanent ❑Complies [F161 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage i ❑Not Observable ; lighting. I ❑Not Applicable 404.1.1 j Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not V w ❑Not Observable ❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: O'BR1EN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401:3 ; ;Compliance certificate posted. 10complies [F,1711 �: - ❑Does Not ❑Not Observable ; I, ; .❑Not Applicable 303.3 ;Manufacturer manuals for _'. r ❑Complies ; [F11813 mechanical and water heating ( ❑Does Not systems have been provided. IE]Not Observable ; I 111❑Not Applicable Additional Comments/Assumptions- 1 I High Impact(Tier 1) 1.-.2,"1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'BRIEN RESIDENCE Report date: 04/17/18 Data filename: Q:\Projects\2018 jobs\18016-O'Brien\Untitled.rck Page 10 of 10 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&D.. • Window 0.17 0.28 Door 0.17 0.28 Skylight 0.17 0.28 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments Town Hall Annex f + ,:" 's F Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ? Southold, NY 11971-0959 BUILDING.-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS:TYPE�CCONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTMANDlOR"TIMBER CONSTRUCTION, Date;:r —(Zt 8 Owner: 1-b��E a<<3�-t�� Location of Property: _ 3o N r ® - �6J'1'�o , Pleas&take notice that the (check applicable line): New commercial-or residential structure Addition to existing commercial orresidential 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 foil ing location(s) (check applicable line)° Floor framing, including girders and beams (F) oof framing (R) Floo nd roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.dccx Effective 1/1(2015 62'-II" 13'-41I NEW DIRECT VENT PREFABRICATION 7'-11" 7'-10" FIREPLACE TO BE SELECTED BY OWNER 1. PREFAB. GAS FIREPLACE TO MEET UL. (UNDER WRITER LABORATORIES) 127 PER THE NY RESIDENTIAL CODE CRICKET ROOF SECTION R1004.1; OWNER TO SUBMIT UL. CTC2 AS NEEDED. VERIFICATION PAPERWORK TO BUILDING INSPECTOR DURING SITE 2. MIN. 1'-4" DP. HEARTH (UNIT DIRECT FIREPLACE OPENING NOT EXCEED 6 SF) I I VENT IGH EXIST. 3. VENT THRU WALL PER (1)210410 1210410 MANUFACTURER'S SPECIFICATIONS 4 (2)2 10" X INSTALLATION CRITERIA 4. UNIT TO HAVE TEMPERED SAFETY NEW GAASS FIREPLACE GLASS WITH TEMPERED R.' @ 16' o.c. GLASS N _ EX. R.R.'S @ 16' o.c. X \ O \ u.l IIQII z II E3 1� � J4 NEW I2 I °C I I \\ 4 "All o FAH I LT ROM I I = N I 4 m I e Ln w 4 ROOF BELOW \ (JCATHEDRAL C G.) o N E ST. I \ I ` DINI G ROOM N � " 2x8 NEN �R (MI6°oc \� CRICKET AS NEEDED. "An — I \� 4 26"NE RJ " I--LINE OF 171-611 \ \\ CEILING SPLAY I �. - (2)3046 Q cc EGRESS 2 X 8 EMPER 9'-8" 2)2X10" 15-5" ( _ 10141OST DNL 611_0" 4X4 POST XIST. I + + — co SN x 0 TO FN/DN. _ I + + o N EXHAUST FAN TO DN. 8 R'S @ NEV X 8 RR S @ _� I CH N _ NEW 2X R KT E /— / 16' 0/C/ 16, /C/ �@ `r - "' �; q'-5" IS" X 24" SKYLITE, EXIST. o o, - ,y �� - @ NEi _ DOUBLE FRAMING. c° :01BATH F�Gq \ I / �� 7'-0" �° "' NEW 2 I RIDGE m BA H _ -- - - - - - - - - - - - - - - - - CL. �`F ��P O 3 - - - - - - - - - - - - -X =� -�- - - - EXIST. �� z OPEN LOFT _ G.F.I. LINE OF OLD RIDGE BEDROOM EXI5T. — Fd - Luw BEDR001'1#2 I o EX. RIDGE — m� y 2' / o� C � — — — — — — — — — — — — — — — — — — 77 CL. 1,-- 12'-7" STORAGE- — — — o EXIST. r4'-9° -- ---= _ N LIVING ROOM_011 Y' - �5< 2-0 EX UP 10'-q" C PANELS -7 EX DN 0 0 o_ o LJ o_ EXIST. o M BATH - o �. S G <:, EXIST. = EX. FIREPLACE MASTER BEDRO M R X. _ LOCATION Z 10" 21-011 OF NEW A/C nen UNIT o CL. 4 O Ell 49'-I I" 13'-0" "All _ 171-6" 4 �11��FIQIR PLAN SECOND _FLOOR PLAN SCALE:I/4 - I -0 iGl� D [EcLU'vm Q JUN 2 9 2018 PUn,Dl'4G DE, T. TOT,�711 Of- SC'��r 15TOLD REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMEN:i—MENTS: � SHEET TITLE CONSTRUCTION DOCUMENTS # DATE: BY: DATE: BY: DATE: BY: �,.S�G X'- 2 FIRST FLOOR PLAN, �° PROJECT NAME SECOND FLOOR PLAN 1 1 6.20.18 REV. PER AS BUILT CONDITIONS BNL 1 �C;`� Ott' ' , !�`�«� dK 0 BRIEN RESIDENCE 2 2 ' � ' A � 350 HICKORY RD.-SOUTHHOLD NY IIfI OYSTER BAY DRAFTING 5H' 4 4 4 � d� AND ARCHITECTURE, P.C. DATE: 5-245 5 5d dd q 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED (516) 0122-5al6 (FAX) 0122-6235 BY: M.M. -7 7 WEB: hM.0Y5TER5AYDRAFTIN6.00M EMAIL: ARGHITEGT®OY5TERBAYIJR FTING.GOM JOB NO: 0016 GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND'LANDSCAPING ' I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH 5UB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF 1- CONTRACTOR SNALE:::�ROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK, PROVIDING poad SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS of THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FIN I5HED:.CRADIN�.:��D RESkt-.�fi`!1G OF THE LAWN AS DIRECTED BY THE OWNER. AP 1 0 ED AS DOTED COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL AL50 DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL SN-41_ Of.,.:�}>..PLACED:'',GAIN5T FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH AND UNTIL THE WALLS L11 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO NIS WORK. ARE PRO£'EPI.T. BR'ACED•t-6'::AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. DATE: � I B.P; CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL AL50 DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE """"""""*'""" "' 3- 'GRADff ?. .OfJf�...... L NEW`'�nNSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. FEE: BY: COMPLY WITH ALL CODES OF CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. •, .. 4- ALL SITE l�E }E;?f.`:t..... NG TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING, LANDSCAPING, ETC. SHALL BE PROVIDED BY OTHERS NOTIFY BUILDING DEP (ELECTRIC L AR AT NEW YORK STATE & TOWN CODES HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECTS SERVICES DURING CONSTRUCTION `;:::::{JNLESS Sf'{CIFIED HEREIN. 765.1802 8 AM TO 4 PM' INSPECTION RE MIRED 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRA T'b".:QR ANiY SUB-CONTRACTORS NQR:;.. : :;.::CONTRACFO�R SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FDR ACCESS TO AND FROM THE SITE. ALL NEW FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING�INSPECT"t. OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE of THEIR CONTRACTS. THE OBLIGATION OF THE.,CQNTRACTDR:�ALL'NOT EXTEND TO Tk4E. CN��5, CURB.:�UT5 AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY & 2015 I.R.C.. I. FOUNDATIQ[I = Cf R i -' 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES. EOU RED ZBa- E TAKEN ON THE PART OF THE CONTRACTOR 5UB-CONTRACTORS OR THE DODfZ:A�1D WINIDOW NOTES: FOR PouREQ coNeRETE PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO , : 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CHARGE. F CONS�R#tflON MIrA{�5..:5EQUENCES':OR OLD TOWNFIANNIN I- ALS: NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL - FURNISHED WITH 2. ROUGH =�FRAMINGl PLUMBING G BOARD ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INCLUDING THE "'t' `P" % "' " '"' „ if?USS �^ : PROCEDURES, OR FOR SAFETY PRECAUTIONS ANp PROGRAMS. THE CONTRACTOR SNA{ ::.DE RESPQN }BLE F.QR ADEQUAP Y.,f3RACING'AND:::... IN A 3. INSULATION f°!./ICARDIN�RC !lREI ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE COLLAPS :lJSTORT101E:AND MISALIGNf1ENT.ACCORDING Ta`:::`:::: ; SECT SCREENS, GRILLS, J MB EXTENSIONS, TRIM ETC., WITH 5/8 INSULATED GLA55 UNLESS OTHERWISE AGREED TO. i� $T � UNDERPINNING, SITE DRAINAGE, ADDITIONAL CONSULTATIONS, 51TE VISITS, CERTIFICATION LETTERS, AMENDMENTS, AS BUILT DRAWINGS, ETC. APPLICABLE CODES. '•.,•::• ::: 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. 4. FINAL CONSTRUCTION MUST • • 3- ALL WINDOH5 8 DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F.) SHALL BE ORDERED WITH TEMPERED GLASS. BE COMPLETE FOR C.O. ` 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THI5 PROJECT FO.R.:BIDDING AND/OR THE'NEGOTIATION AND ADMIN1'%RATf0R-.OF THE ALL CONSTRUCTION SHALL MEET THE CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS DOORS SHALL BE ORDERED WITH LAMINATED GLASS. •. ..... EXISTING SITE CONDITIONS 4- CONTRACTOtR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW t DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. REQUIREMENTS OF THE CODES OF NEIN 4- THE ARCHITECT I5 NOT RETAINED FOR SITE INSPECTION5.-'AND/OR:OBSERVATION OF THE CONSTRU�TIpN. Blower do - I- ALL EXISTING EQUIPMENT UTILITIES, STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT A INFORMATION E A 51 (CATION AM (FICA ION 0 ION 0 NE`I•...1 ....I 5 0 IF THERE ARE ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTORS RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR 5 NO REQUEST FROM ANY PARTY FORR G R*Dlf'Ci;.Ct,AS F PL T R QX ,L- NAT F T TPR G R ,� AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. COMMENCEMENT of ANY WORK. DESIGN OR CONSTRUCTION ERRORS. and ductwo k NOTATION, OR REQUEST FOR PERMISSION TO VARY:..QR DEVIA7E'FiRQl1::SNE REQUIREMENTS OF THESE DRAWtNG5:: R NOTATIONS, WILL BE USE 2- THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ENTERTAINED BY THE ARCHITECT UNLESS THET• ARE°SET FORTH IN'** i. IND AND ADDRESSED TO TNE`.:OWN R`. :::I�::-�-'HI= OWNER REFERS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. EIS UNLAWFUL testing re lll �d. PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY of THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.A{I~ ITECT WILL WITH REANA$LE PROfhP#AftSS CONSIDERH£MATTER AND RESPOND IN ROOFING: WITHOUT g AGREED UPON BY THE OWNER. WRITING TO THE OWNER FOR TRAN5MITTAE TO''T:k't:..PARTY CONCERNED. THE ARAATECtWEPRES. DOES;NOT, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM RETAI"! STORP.� WATER RUNOFF CERTIFICATE 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT ANY RESPONSIBILITY WITH REGARD TO'THE Ag ..CIENTIONED TYPES OF INQUtRY:.UNLES�aA30VE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SNAL CONN C N N !I Z36 OF THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR L E T T EM TO T E APPROVED STORM WATER P1JRS..�,I�T TG CHAPTER CCUPANCYS 44012100" EMust•...%... DRAINA E SYSTEMTEMPORARY PROTECTION ANp S`FII3CTURES ;: ':':.. G Jr -iHE TGV'�13 CODE.ANY OTHER CONDITIONS. ... ; ::::::.. 1'QVlde Manual ••••�• �•• ••�•• •• • ' • •••�' ••• 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. , . P 4- DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMEN51ONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL I- THE CONTRACTOR 5HAk ;::::�E;.RESPON51Bl.E FOR TEI;IF'ORARY LL;.EC:TRIC, RA:t.'. 12, TOIL ..T.. XILITIE5, FENCING, BARRICADES, SECURITY, AND CLEAN UP AS AGREED. UPON EEId'........... : 1�INER AND THE CONTRA TOR. UI ':COMPL 1`fON OF WORK THE CONTRACTOR SHALL BROOM 4- ALL WORK .SHALL BEAR A WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S D, J and S .s per FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE E G ESI?. kf1N l� ;; ACCEPTANCE ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. BROUGHT TO THE ARCHITECT'S/REPRES. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFEGTE>0"AREAS 'AfJf.:CART QkAX ALL DEBRIS. „ NYS Ener Code S WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 2- THE CONTRACTOR-6144L CONE k'T.•ALL WORK TO PRECLUDE THE kT-rTCT5 OF`:"WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. 5 ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8 (MEASURED VERTICALLY) ABOVE FLAT ROOF. _ 5 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXIST 6- FOR ROOFS PITCHED 3:12 AND UP NEW ROOFING SHALL BE ASPHALT SHINGLES(UNLESS OTHERWISE NOTED) OVER 15# FELT LAYER OF CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT 50 AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRASTM:..SHALI.•ASSUME'A�: :tRESPON51..D.ILITY AND EXPENSE OF'.V*.NPORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS , , "' UNDERLAYMENT REQUIRED WHEN ROOF PITCH IS 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL _ SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE.T.O•:.Bf PROF. D BETWEEN WORK AREAS Atli) THE REST OF THE BUIVUING. CN - "'•""" :E" AND LAP JOINTS AS PER 2015 I.R.C. AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD EXIST. 3.- EACfk:...... CT•C�k.:... .,::BE RESPONSIBLE FQP, ALL LOSS OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER, �g ARISING THERE FROM. UNDERLAYMENT WITHIN 2'-0' (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION SOF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS `::l� -:.'-.KA.T WINfJ`OR OTNE�.:t�NF�RESEEN'.pf :1�T... , THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HIS CONTRACT. , FOR ALL ROOF CYJ ch SWIMMING UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. I'tf::TW�.EVENT OF ANY."-5'J5PEN510N*OF WOR ::.> .. CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HI5 WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE C�l POOL o m 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE ""'::;;;:.;;;• DAI"IA� :.OR LOSS. ANY WORK OR MATERIALS TI AF::NAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND 51X PER STRIP SHINGLE �, CONSIDERED FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION LACK:::;:;;.SUB=CDN PACTOR TO 50.,PROTECT HIS WORK OR MATERIAL5 SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12, NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. :. ; .- TNE' NTRACTOR SNAtL:::CONDUCT ALL WORK IN''SUCN A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" ((PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF OVERHANGS. 8- CON AC OR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE I5 REQUIRED FOR TNI5 PI26:fi•CT `:: :pJACENT STRUCTURES, �Cj.F.I N.j.,. OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT of THE WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII 150, TR T PROPOSED Ist. STORY_ PRIOR TO SUBMITTING A BID. O}R REPLACE,SAID DAMAGED II EI ...:TQ:..HE SATISFACTION of THE OWNER, AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA. SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FI� :THE P1fIJECT. ::.... SEAR ANY''atJD:ALL COSTS;ASSOCIATED' WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION, MATERIALS TESTING, REPAIR AND ALL g- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE EXTENSION :.. :. ::. g- CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, EX E CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. :::::; 1:.%:.,.: MI5C.EI�I ANEOl15'RELATED I? MS. 2015 I.R.C. 15.73' •.1.1.:::. ::::::.:..... 5- TIS *-.TRACTOR 5W.HALL:.5RACE, SNORE, REINFORCE AND/OR UNDERPIN ALL STRUCTURES, INCLUDING NEIGHBORING STRUCTURES, AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM oR GALVANIZED. ���, ,I CONTRACTORS RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP :. : .•':�:`• ' :::.:::•. REQUIRED.fQ SAFf': ERATION. II- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROPOSED 2nd STORY - '� 6- THE CONT:.ACCTOR;t'S TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SNORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT (NIPS, RIDGES, VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. �/r '/ .. . ::. I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS AND OTHER CONTRACTS:aN :;SNALL PROVIDE LykRl POSSIBLE INSTALLATIOR':4Y.:•HFADER5 FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THI5 WORK IS THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING DORMER. �� /' EX. PAVER COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL '*0-LETE A COMPRfI-!EN51VE 11.38 �' / WALKWAY SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWN Ek:44'4:;AGCEPTABLE FORMAT--.:FOR CONTRACTOR--%— IN FLAT ROOF AREAS. �' 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF, SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE I/2" FOAM SOUND INSULATION OVER PVC PIPING. EX. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. CHIMNE EX.FRAME I FAMILY SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTfONS TO NOR( :.:7.,:.. R:,..::;::.;,..: PROTECTIONS, ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE SYSTEM. OPERATIONS. :::;:: ::. DWLG. - 31.7' "•"'ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES AND ALL OTHER LAWS RULES OR ORDINANCES OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF HIS WORK THAT MAY BE•REQUIRED V• ';ONPLETE•% "` FINISH WORK MOTES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. VIA THE WORK OF NIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK of ANY OTHER CONTRACTOR �Y:: -AV0.NG, CUTTINC�J:.Q.R: I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND NO CONTRACTOR SHALL DO SO WIT.1#OUT 'P�Ste•.WRI'TTEN-•.CONSEN ' OF 8- THE CONTRACTOR SHALL PROVIDE, ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE, OBTAINING ALL NECESSARY PERMITS, INSPECTIONS PER OWNER. 1 , „�('PROVALS AND REMOVE TH05E ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER UNLESS OTHERWISE THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TAMED WORK SHALL BE BORNE BY THE PARTY'RE�PONSt���:?TNEREFQtR•>'r-�-�-•w--•--•- STIPULATED BY THE OWNER. ' 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD. ~ 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES,:NA{:fC INSERTS, BD�:'1*% ANON.. ETC., TO ALL DECK LUMIBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) LJ� EX. PORCH BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS::TO TK':::Af..PROPRIATE`C INTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIIOR WOOD FENCE AND DECKING MATERIALS To BE WATER SEALED. - SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES TF}LSE ITE't�I�:'t•:.THESE ITEMS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. � �' PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOi'''TO'•DELAY THE 00� RESS OF A JOB AS A WHOLE. ORDER To ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2015 I.R.C. FOR IMPACT RESISTANCES. - _ EX. PAVER � ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEV., TIONS of FiiWI�S AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. � C5 oo WALKWAY EX. DRIVEWAY SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE SO AS TO MAINTAIN TN6p,..-........f.:' TION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL NIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS of SPACKLE, PRIMED AND READY FOR `� OF CONCRETE AND REMOVAL OF FORMWORK. """""' PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. � � `Y' � 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMIS51ONS TO THE OWNER ORTHE VARIQU5 ITEM5:6ET FORTH 50 AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER. SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN � �- AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, POSS}811.7 :RESUBMI5510N AND: FtOR''APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF THE *PR031 : .:,.. RETURNED TO THE OWNER FOR RE-USE, MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLASS AND LIGHTING FIXTURES DESIGNATED 8- CARPETING SHALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT � + 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME-TO BE DEFECTIVi:::.SNALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH:AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. :-,-� 691.87 u INSPECTION. THE INSPECTION of THE WORK I5 INTENDED"'T :::.AJD THE CONTRAET. 'IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCN:I.NSPECTION 5}:I,ALL NOT OPE TE TO RELEASE THE CONTRACTOR FROM ANY OF HI5 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL of DEBRIS AND II- WATERPROOF ALL BANROOM FLOOR.-.-AND PROVIDE COVE BASE AS PER 2015 I.R.C.. I I II CONTRACTUAL OBLIGATIONS. ::.*:.V.. 1`'1::.::.:, OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR C0N5TRUCTIN TO C.OMf?LY WITH 2015 I.R.C.. 100'00 I V 42010 20 W 7- ALL NEW MATERIALS AND INSTALLATIONS 5HALC--.'K-.1N ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS of ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR To TIME 13- GLASS ENCL051jRE5 A�C3f:!�3D SHOWE-I�*�AND TUBS SHALL BE IN COMPLIANCE WITH THE 2015 I.R.C.. .......... .. ........ ... GOVERNING CODE REQUIREMENTS. 7.7.7.*:.,.- REQUIRED TO BE SHUTDOWN. .:•••• . 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN T[15"DRAWING5, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONRY.".". t3'5..;::.--;:.;;••,• 7.7... WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. I;PROVIDE;.W[£EPI�tJL: S:: ::2'-0" O.C. ...•••..... WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINVE5 V-REMAIN. UPON ;:•:.;2- :PROVIDE'G,ALVANIZED WALL TIES TO ANCHOR BRICK. MATERIAL, METHODS, ANp WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CON5TRUCTfQN:--N A CLEAN, ORDERLY CONDITION..:. `1.11 ; VJROWALL 'P,EINFORCED @ 16" O.C. VERTICALLY. DUST SHALL A A MINIMUM WITH PROTECTIVE COVERING REQUIRED 0 IS IN FINISHES ...... :.ET ''E' C TO EPROVIDED. "" ... " 5 0 HICKORY CORRESPONDING PARTS OF THE BUILDING. T L BE KEPT T G R D VER EX T G F E ( (f?•.. , T,..) B 4. -E:XPA,N510N JOINTS @ 30 0 O.C. VERTICALLY MAXAND AT INTERSECTIONS. � g- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER••PRff.ECTION%`A0:.SHALL MAKE ALL REP.-{ 5• (MAX.)( ) MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. ELECTF?I�:,:NOTES: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK:TO. REMAIN: :::DEBR15`AKiD'`RUBBISH•::SHALL NOT:BE-': :. 1. ALL EC fCTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE ` . ..t.. NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITY AND NFPA 72. II- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. INCLUDED IN THE CONTRACT. l0- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN KEEP IN SERVICE AND PROTECT Ai tN T DAMPCxE DURING;o f 1QLITIQN OPERATIONS:`.:..:..::2• PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. LOT PLAN ' 3. CONTRACTOR IS TO VERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO ::. EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS SUBMITTING A BID ON THE PROJECT. 0THI5 IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION SHOWN SCALE:III = 201 ::1: CODE COMPLIANCE " ON A SURVEY PERFORMED BY I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2015 I.R.C. I- CONTRACTOR SHALL STRIP ALL TOP501L FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE CONTRACTOR SHALL 4. CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION ANY AND ALL INTERCOM ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS, THEN REMOVE ALL EXCESS EARTH FROM THE SITE. IN WALLS PRIOR TO SNEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED CODES AS WELL AS THE REQUIREMENTSAND INCLUDE THE FOLLOWING: AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFfTNE'*tQ-AT-k- 15 OF ALL BELOW GRADE UTILITI'E�j.:: T.EF AND 5EI 19E LINES, EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTION FILING PROCEDURES, .. :;.,.7. .V.V.. A) ALL WIRING FOR NEW SWITCHES, OUTLETS, FIXTURES, RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS, SEPTIC SYSTEMS, AND ANY OTHER FACILfTifS: ZONING CALCULATIONS 3- ALL EXISTING FILL ROOTS AND OTHER UNSULT-kLE BEARING MATERIAK.'5*HALL BE REt'.WED AND FOOTING5:CAR12fi 0.-TO THE BOTTOM OF FIXTURES AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPE(�TIES THAT MAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL :...••: .• B) FURNISH' NFBU CERTIFICATE AT COMPLETION OF WORK. CALCULATIONS EXISTING PROPOSED SHOWN HEREIN WHICH MAKE REFERENCE To SAID RESPONSIBILITIES ARE RECOMMENDATIONS of TNI5 OFFICE SUCH EXCAVATION. 5. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE LOT AREA LA SEE PLOT PLAN 12 883.62 SF 12 g83.62 5F NOTES AND SPECIFICATIONS '• •:. CHANGE AS R ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF ANY DISCREPANCIES WHICH MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN Sift. NAViifl :A.MINIMUM BEARING CAPACI .`QF TWO..(.2)...TONS PER.-5-QUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES BUILDING AREA: AND ARE SUBJECT TOC GE PER G E , i VERIFY ASSUMED SOIL-BEARING CAPACITY AND.SHALL ASSUME FULL RESPONSIBILITY'F;.M...SAME•:�::.>✓flNTRACTOR TO NOTIFY THE ARCHITECT AND UNINABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE PRINCIPAL BUILDING SEE PLOT PLAN 1380.66 SF 1663.38 SF BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECTS/REPRES./REPRES. ATTENTION BEFORE OF ANY SOIL VARIATION OR CONp%11`101 ADVERSELY AF�EGT.-I :ASSUMED.BE I }AILS.,CAPA I: Y:.;PRIoR`` ` PE POURING OF ANY FOOTINGS. ALL of THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL THE COMMENCEMENT OF WORK IN QUESTION. 5- IN THE EVENT THAT THE..GQ}�I:TRACTt R DISCOVERS CLIi ;'SILT, QR::::O.TNER` :::.THE-0'..'ACTOR SHALL COORDINATE A TEST BORING IN INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. CARBON MONOXIDE ALARMS SHALL BE 2- EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE, NEW YORK STATE ENERGY ...... INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES TOTAL BUILDING AREA BA 1380.66 SF 663.38 SF N A AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE ACCORDANCE WITH THE OWNER ✓::CONTRACTQItAGREEMENT TO VERIF .�1E PRESJ{ ED MINIIUK('BEARING CAPACITY. , CONSERVATION CODE, FEDERAL 0.5. ., n " ""' "" AND EQUIPMENT" FIREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE 6 OF LOT COVERAGE BA / LA x 100 10.71 % 12.8 TO NIS PORTION of THE WORK. 6- ALL EXTERIOR FOOTIIVfS•SNALE.1:V.,;E;A MINCINM-.::OF 3 0 BELOW GRAQ.:...... SS r+IQTED OTHERWISE IN PLANS. ° IN ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL FRONT YARD SETBACK SEE PLOT PLAN 38.0 F - FT 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK CONCRETE t FOUI:fi ATION MOTES: BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE 38.0 ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFOR(�.REQU11p:AL fFRAT}gNS 'T©.`EXISTING CONCRETE. NEW WORK INS ikLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS IS PROHIBITED. REAR YARD SETBACK SEE PLOT PLAN 50.86 F 48.32 FT SHALL �1ATI':EXISTf1G ::::�OINTS:::B TWEEN NEW AND::EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS 6. CONTRACTOR SHALL VERIFY WITH THE OWNER LOCATION AND QUANTITY OF LIGHTING FIXTURES SWITCHES OUTLETS ETC. PRIOR TO PROVIDING BID SIDE YARD SETBACK: PERMITS, INSPECTIONS AND APPROVALS *..,.. ;:;:• ON PROJECT. SIDE YARDS SEE PLOT PLAN 4.0+31.70= F 4.0+31.70= FT I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL AS:1 ?UIRED 2- 'F'C 'TING5:`� T DIFFER't4T:''LEVEL5 SHAEi `5..E`ST- PED 50 THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q'-0" IN LENGTH. AGGREGATE SEE PLOT PLAN 35,7 F 35.7 FT OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. •• • 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 6'-0" FROM THE ENTRANCE TO THAT ROOM. ALS PERMITS CERTIFICATES OF OCCUPANCY INSPECTION APPROVALS ETC. FOR; •;::•. XCE@::.A-':` LOPE OF ONE`VERTICAL TO TWO 1 O10ZbI`f'� OR DEPENDENT UPON LOCAL GOVERNING CODES, WHICHEVER I5 PREVALENT. 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, q. PROVIDE A MINIMUM OF ONE G.F.C.I. OUTLET WITHIN 3'-0" OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. : :?...... NCf�E:......FOUNDATIONS SHALL BE POURED CONT}Nt)f...... . IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. 10. CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PROJECT PRIOR TO 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL :.':' HP.R.1ZONTAL.:.IDINT5 ARE NOT:P..ERMITTED. SUBMITTING A BID. INSTRUCTIONS OF THE OWNER OR NIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS.:::::::.:. 4 ;:C:ONTRAC�TOR SHALL VERINT.:`11- N51ONS AND LOCATIONS OF SLOTS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS, ELECTRIC CONDUITS, ETC. 11. CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST I 0 SU LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR 5HAL•L'•`A�:-SO HAVF`A:::;?•. AS`REQUIRED FOR TRADES BEFOR' ::.f**k NG CONCRETE. ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS PRIOR TO COMMENCEMENT OF WORK 4 BIDDING. CONTRACT, AND SHALL HAVE FULL AUTHORITY T SUPPLY ..•..... A 0 RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS:5(�ON A5':AO551BLE'°'.X;:':`..:5- A CONCRETE:.B.I,,OCK FOUNDATION• I�'At:�.::HALL BE ACCEPTED IN LIEU of POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. PLUMBER CERTIFICATION PLUMBING. COMPETENT REPRESENTATIVE AVAILABLE T REE 6- FOR CRAWL S1ACE5, BASEMENTS AND CELLARS, ANCHOR BOLTS SHALL BE 5/8 DIA. WITH MINIMUM EMBEDDMENT OF IS FOR MASONRY .ON CON BUT NOT LATER THAN 24 HOURS. "' .. TENT BEFORE ` •::: :•:. FIREPLACE NOTES: ''• R.!_L}'L11M8!"J�Y":'/15TE S WALLS A 5..,..'. FOR.:FQtfRFD COI RETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND CERTIFICATE&,OCCUPANCY F = I�- 4- THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACIL)TLES,FOR N£;}N PECTfO k..... „ I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.5D OF N.Y. STATE ECCC WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH AME IN &bVAT r_r, LL��. N„�'••. "`"' 6" FROM EtJII:.GQNDITIOP} .AND SPACED THEREAFTER A MAX. 48 O.C. FOR SINGLE STORY STRUCTURES AND 3-0 O.C. FOR TWO STORY DAMPER R OF ALL PARTS of THE WORK. TESTING EE 0P� :C: V.Z.b .!R!!JG „ '•• aosED PoslTuoN SOLDER USED IN WATER• 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREMENT�;:.:IN.::.A%,N CCJN5PIC0005�':P9-CE•. 5TRUCTURE5*'ANf�;�3 O.C.' FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2. FIREPLACE (UNIT SHALL E PROVIDED WITH 150 CFM 0 I I :::. B V DED T F UTS DE AIR INTAKE DUCT (DAMPERED). SC7PPLY SYSTEM CANNOT .7:.:.1. : GREATER THAN 'fi f SNALL BE CONSIDERED THREE STORIES. 3. FIREPLACE To BE "SUPERIOR" MODEL WITH OPTIONAL GLA55 DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. o 7- FOR SLABS ON:`-'6RADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS eXCEED•2/1-0 OF'1/ LEAD. PAYMENTS TO THE CONTRACTOR SHALL BE 5/8" DIA. WITH MINIMUM EMBEDMENT OF 18". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX. ONE FOOT FROM 4. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. 5. PROVIDE METAL WA SHI SON H 51 S 0 FIREPLACE 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANT:IlAIVER OR R•Ekf-EASE5'0F CORNERS AND 6" FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. LL ELD BOT DE F F REPL CE OPENING (SUPERIOR W540 OR EQUAL). ANY LIENS ARISING OUT OF HIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMEIJT. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-0" OR LESS THAN 2' 0" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN 6- THE CONTRACTOR SHALL AL50 FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR.. ABCR, MA`t '{SLS...:.' '``':.8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT 10_0" ffll "` .:P' UMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. ns exterior lighting AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OR HIS PROPERTY-:411GHT .1�1''•ANY WA.3: E. q MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTES: installed,replaced or RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,500 P.5.1. STONE CONCRETE. I. ALL PLUMBING WORK SHALL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. repaired Shall CO 2 rIri INSURANCE AND WARRANTIES B) SLAB ON GROUND: F'C = 2,500 P.S.I. CONCRETE. 2. HOT WATER NEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. to Chapter 17 I- EACH CONTRACTOR AND SUB CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY ft....:.%. BY THE•ST7.1.'. OF..:NEW YORK C) SUPERSTRUCTURE, SLAB: F'C = 3,500 P.S.I. CONCRETE. 3. PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. of the Town Code HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUNT-5 AN.D::R-f- IOD5 5ATI5FA.�;TORY TO THE D)3500 P.5.I.,MIN.COMPRES5IVE STRENGTH OF CONCRETE FOR GARAGE SLAB. 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. • OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY,. CON RACTI}A.....: SONAL INJURY, E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK. 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. BELOW GROUND WASTE LINES SHALL BE X.N.C.I. PIPING. AUTOMOBILE LIABILITY MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBMIT CERTIFICATE OF Ii (2gNCE MAY CAUSE YOUR 7. POTABLE LANES SHALL BE TYPE "L" COPPER. :. :: BID TO BE DISQUALIFIED. :::::.::..::.,:,.: 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY 51TE CONDITIONS 8 REQUIREMENTS PERTAINING TO THERETO (IE. r NC SCAN A S RELOCATION UIPGRADING ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. - R�F�R� 1 R� q. SANITARY DISPOSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE OWNERS SURVEYO - RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR APPROVALS. SHEET TITLE GONSTRUGTION NOTES ,PLOT PLAN � ZONING GALGULATIONS 10. CONTRACTOR SHALL PROVIDE NOT WATER BASEBOARD NEAT THROUGHOUT AT PERIMETER WALLS UNLESS OTHERWISE NOTED. � ^ I � '; Il$ ... ALL INFORMATION SPECIFICATIONS SHOWN WITNING THESE DOCUMENTS REFLECTS II. WATER MAINS MUST BE T-0" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-0" DEEP.12. IN BEARING WALLS OR PARTITIONS NO STUD IS TO BE �1'. NORMAL BUILDING PRACTICES E REFERENCES THE FOLLOWING PUBLICATIONS - `� �K PROJECT NAME O'ERIEN RESIDENCE 2015 INTERNATIONAL RESIDENTIAL CODE 2015 I.R.C. THAN I/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. a,22 I'll, '' • ( ) �, �'' 350 HICKORY RD.-SOUTHHOLDNY i1a71 b -- -,4, 1 .• :.`' 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 I.E.C.C.) y - r/ OYSTER � Y DR, TI1�1G • i * • SHEET NO. • 2015 A.F.P.A./ W.F.C.M. �� "' d da SNDRGHITEGTUR�, P.G. DATE: 3-2-IS 1111 • CONSTRUCTION MANUAL FOR ONE TWO FAMILY DWELLINGS 2015ed : . t� .e d .� 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF • ENERGY CODE 2015 OF NEW YORK STATE FOR SUFFOLK COUNTY �� d�°..rT (516) a22-51-76 (FAX) c122-6235 BY: M.M. a c WEB: WWW.OY5TERBAYDRAFTING.COM EMAIL: ARCHITECT®OYSTERBAYDRAFTING.COM JOB NO: 18OI6 �1 /�' %" %r �,,,(, i/ NOTE: ALL COIL STRAPPING (GS) TO BE ALL FASTENERS/ CONNECTORS FROM FASCIA + WITHIN 2' HORIZ. ''J %' / /� "� %�. j. ' iL..II"IIC� 1. Int'► Il. . SI / w deo i�OVE GRADE EXTERIOR 1�lALLs TO +AVE , ,� ��, /(" j�,PROVIDE ICL WAI ER 5HILLP G OG PN C FERIA �--�- # IDE• ADE OF A5TM A653 USED IN CONJECTION W/ AW / `� ,/ i ,r ,� // // /.. W 20 GA. I W M // „ Y4 � „ „ DISTANCE FROM THE INTERIOR � R-15 I N 2X4 ,WOOD STUD�J + RS DONTI NUOUS 1/2 GRADE 55 5TEEL (GALVANIZED) OR WOOD SHALL BE 5IMP50N IMAX SIDE OF THE EXT. WALL; TYP. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN EQUIVALENT AS PER THE 2015 AFPA/ WFGM WIDE51GN DE51GN UNDERLAYMENT FLOOD AIR FREEZING ANNUAL E0A1� BOARD EXTERIOR. FOR 1 8 2 FAMILY DWELLINC75 FOR ALL NEW ROOFS, ALL TO 5" LOAD SPEED (MPH) TOPGRAMICAL SPECIAL WIND WIND-BOURNE CATEGORY WEATHERING FR05T LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP UA -, EFFECTS REGION DEBRIS ZONE DEPTH F- COMPLY WITH SECTION R905.1.2 C0 o m OF THE 2015 I.R.C. 20 Ibs/slt 125 mph YES NO I MI. C.M.H.W.L. B SEVERE 36" YES YES FEMA ( 1500 45 DEG N z O NOTE: ALL MICROLAM'S (ML) ARE BOISE VERSA-LAM, „r i , NFIP m Q X � FIRE-BLOCKING SHALL BE INSTALLED BETWEEN ALL STORIES E BETWEEN 70P STORY ROOF SPACE. FIRE-BLOCKING 1.75" WIDTH UNLESS NOTED OTHERWISE REFERENCE 5 NDARDS�'' , _ z SHALL AL50 BE INSTALLED IN CONCEALED SPACES OF STUD WALLS t PARTITIONS, INCLUDING FURRED SPACES, PARALLEL DRAFT-STOPPING SHALL BE INSTALLED IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVELu ROWS OF STUDS OR STAGGERED STUDS I AS ADDITIONALLY NOTED IN SECTION 8302.11 OF THE 2015 I.R.C. BELOW THE CONCEALED SPACE OF THE FLOOR-CEILING ASSEMBLY 50 THAT THE AREA OF CONCEALED SPACE DOES NOT r /r EXCEED 1,000 5F. PROVIDE DRAFT5TOPPING INTO APPROX. EQUAL AREAS AS PER SECTION 8302.12 OF THE 2015 I.R.C. ALL INFORMATION It SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS t`� '>- Q `� ro NORMAL BUILDING PRACTICES t REFERENCES THE FOLLOWING PUBLICATIONS - w w p o • 2015 INTERNATIONAL RESIDENTIAL CODE (2015 I.R.C.) z o Z • 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 I.E.C.C.) TABLE2.2A UPLIFT CONNECTION LOADS FROM WIND p Qom- '- m ANCHOR BOLTS @ 36' O/C, 2015 A.F.P.A./ W.F.C.M. ROOF / CLG. ASSEMBLY DESIGN Q Q ui o MINIMUM EMBEDMENT ROOF SPAN UNIT CONNECTION LOADS (MAX.) (PLF..) z z U z �n CONSTRUCTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS 2015ed DEAD LOAD _ m 62'-II" 7", 12" FROM ANY CORNER. • O� � • ENERGY CODE 2015 OF NEW YORK STATE FOR NASSAU COUNTY 10 psf. 36 337 V_ 0 1 � N 0-Z m < oo " 13'-4 15'-q"± " z Q 27'-5 O O \ OQ X v < WNTRACTOR ,COTE: \ .FRAM I NG\NOTE5 \\ ,� ,,� ,� , z - o ,n Q i W 8"th PC FNDN.W/16"XS"DEEP ILL] �48 VERIFY �"�" PITCH I. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT m = w PC FTG, TO BEAR ON UNDISTURBED 2 / (3)95 REBARS,SET IN ANGLES PRIOR CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH U tk o SOIL MIN 36"BELOW ADJ. GRADE A2 36'oc ACRYLIC TIE ANCHORING GOMMENGEMENT OF PAPER A550C° WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2.. 17° -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. c'v F ALAN ADHESIVE MIN.6 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 850, 18. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO Q z �- - - 1 - - - - - - - - - EMBEDMENT. WORK, ANY E=1,600,000 P.5.1., DOUGLAS FIR LARCH NO. 2. 19. -PROVIDE (3) I"m VENT HOLES AROUND SKYLIGHTS. G / ° ° ° : .o a. . o. DISCREPANCY WITH 3. -ALL SHEATHING AND 5UB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO ? 0 Q THICKNESSES OF EXTERIOR SHEATHING TO BE I/2" MIN AND 3/4' MIN FOR THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. I z A2 ( ° F_ ANGLES, CONTRACTOR SUB-FLOORING, UNLESS OTHERWISE NOTED. 21. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF �' Q w `I I� MUST PROVIDE THE 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 7'-011. 0 K 71 T ffI I GALVANIZED. 22. -ALL RISERS TO BE A MAXIMUM OF 8 1/4' AND ALL TREADS TO BE A MIMINUM OF 9" IN 2" CONCRETE w CORRECT ANGLE I N 5° -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS DEPTH WITH A NOSING BETWEEN 3/4' AND 1 1/4" PROJECTION. RISERS AND TREADS w o �. I I '_p' PAD ORDER TO MATCH CEILINGS, AND ROOFING. SHALL NOT DEVIATE MORE THAN 3/8' THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH y 1' I I I o 6. -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT TOE PASSAGE OF STAIRS TO BE 36'. ELEVATIONS. VERIFY OF PIPING OR DUCT WORK, ARE TO BE BLOCKED A7 MAXIMUM 16" INTERVALS ON 23. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE 2015 I.R.C. �'., B ALL E I ELD GOND I T I ONS BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PAR 24. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36' NIGH AND MUST BE PROVIDE AROUND �' • a � I � I NEW 4 PRIOR TO 7 201 I.R.0 FIRE PROVDUFPPING AS REQUIRED DOUBLE JOISTS ORIFULL�WIDTNCSOLID BL •14 R6028 OF T ALL STEPS OFA2 RI ERWHICH S OR GREA70ERR•HIGHER THAN ADJACENT SURFACES, AND FOR ALL I I I CRAWLSPACE P� C I I I 2"PC. SCREED COAT CONSTRUCTION. PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY 25. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION +' f'`• APPLIANCES OR FIXTURES. WORK. ..... `r iR I 1 I + FNDN. 8. -MICROLAM BEAMS DESIGNATED WITH AN 'ML' OR 'LVL' NOTATION SHALL HAVE A 26. -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS 70 PREVENT LEAKAGE. `� l• r�' , n I - �- .J MINIMUM WIDTH OF 13/4" PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2800 27. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. 1° ( NO'Ma ALL MICORLAM S PSI. 28. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS " I _ 2x8"NEW FJ @10oc (ML) ARE BOISE 9. -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAILS 29. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, `� QD • �� VERSA-LAM 2,800 PSI 4 @ 16"OC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2" CLEARANCE 70 EDGES. CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT NIPS, RIDGES, "All I. I I o I TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES. ALL OTHER BEAMS 70 BE VALLEYS CHANGES OF ROOF SLOPE GABLE ENDS AND TOP OF FOUNDATION WALLS. NEW 4 x 4"PO5T TO BEAR 1.175" WIDTH (UNLESS THRU BOLTED WITH THE SAME PATTERN. ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" IN EACH DIRECTION. ALL 4 �° I I ON 24"X24"X3'DEEP PC EXISTING o NOTED OTHERWISE) 10. -WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. I N FNDN.TO BEAR ON CRAWLSPACE CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR 30. -ALL INTERIOR LEADERS ARE TO HAVE 1/2' FOAM SOUND INSULATION. 1 UNDISTURBED SOIL IRING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31. -INSULATION SHALL BE FIBERGLASS BATTS W/ VAPOR RETARDERS OR VAPOR LL APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. PERMEABLE MEMBRANES AS PER SECTION 8302.10 OF THE2015 I.R.0 .; ° ALL INSULATION CONTRACTOR TO 11. -PROVIDE A MIN OR 2 CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING SHALL BE INSTALLED AS PER INSULATION MANUFACTURER'S SPECIFICATIONS. `� FIELD VERIFY EXISTING 12• -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 1/4 OF THE TOTAL c _NA ? N LENGTH OF THE WALL. NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. . EXISITNG FOUNDATION LOAD-SEARING/ 13. -PROVIDE "CATS' AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 6 FEET ALIGN WALL ABOVE STRUCTURAL NIGH. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0 15 TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT GOND I TI ONS/ JO I ST INTERVALS NOT EXCEEDING 8'-01. NO WALL STUDS MAY BE LONGER THAN ll'-2' DIRECTIONS UPON 14° -DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPSIINGS IN EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3'-0" TO HAVE START OF "LIGHT" SINGLE JACK STUDS, UNDER 9 FEET DOUBLE JACK STUDS, 9 FEET AiID OVER TO HAVE TRIPLE JACK STUDS. - _ EXISTING WORK (REMOVAL OF 15. -ALL INTERIOR DOORS TO BE 1-3/8' HOLLOW CORE LUAN VENEERED WITH APPROPRIATE z xHARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. x CRAWLSPACE WALL FINISHES/ 16. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO K 5UB5TRATE5); ALERT 3'-01, (2) 2XIO FOR SPANS UP 70 6'-00, AND (2) 2X12 FOR SPANS UP TO 8'-01° v HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANYHEADERS WITH BEAMS GIRDERS OR Q o EXISTING ARCHITECT OF ANY CRAWLSPACE z BETWEEN APPROVED �\ �FL1 "C#� P TE DETAIL, \ \. IL o PLANS 4 EXIST. (2) BEAMS + (4) BEAMS + ° (3) BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING ~ CONDITIONS STEEL PLATE PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES z I MMED I ATELY PAD SIDE OF BEAM _O IF REQUIRED TO Fx Fx Fx �x '� ATTACH 5HEETROCKz 1-77 w w PROVIDE VALLEY . : . =- - _ Q o � n Fx '.r �� yi Ix '� Lai .' �1 Fx `- � ., i Fx t FLASHING @ ALL 1/2 THRU BOLTS # _ m VALLEYS; PROVIDE SECTIONS o --n EX. FIREPLACE STEPPED FLASHING (P WOOD MEMBERS VARIOUS CONDITIONS SHOWN PC. FNDN. ALL WALL/ SLOPE (SEE PLANS FOR SIZES) 100c I6110c 16"oc 16"oc K N ROOF INTERSECTIONS; Q R CORA-VENT FLASHING STEEL PLATE TO EQUAL AS REQ'd DEPTH OF ADJACENT BEAMS (SEF PLANS FOR SIZES) Q 0 0 0 z N NOTE: ALL 2„ 0-II" 13'-0" FASTENERS/ ELEVATION 62-11 CONNECTORS USED IN '�N0TC�IING ;DRILLING\DETAIL FOR�WOOD fRAME\MEN' BER\S \\\ CONNECTION W/ AGO AD. SHALL BE SIMPSON h o "All ZMAX�� RATED x "' ol 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN } Q 4 OUNDATION PLAN - CONTRACTOR z � � HOLES C) 'I NO OPERMITTED! �-< 1/3 DEPTH OF JOIST SCALE:1/4" = I'-0" TR GTOR TO COORDINATE FINAL � o Q ><- LEADER/ LEADER/ GUTTER C) REG2U I REMENT5 4 � - x x -< 20aa FLUSH MOUNTED MANGERS FOR JOISTS LOCATIONS 1/4 DEPTH OF J015T ----------- ------ /- CORNER STUD HW Ilgo OR HU 12go (WHIEN HW IS NOT AVAILABLE) PROVIDE CONTINUOUS M1 Mid 5/8" I.D. HEX NUT W/ � CONNECTED TO FOR DBL JOISTS W/O FLITCH PLATE STUD n � I TRANSFER SHEAR HHB OR HGLT 7ga FOR ALL OTHER BEAMS PROVIDE A MIN OF 2 SEPARATION i ( I/6 DEPTH OF JOIST 5/8° 0 BOLT+ 1/16„ (FOR SIZE OF LOCK WASHER- TYP. RIDGE VENTS FOR ALL Q o � BETWEEN HOLES t NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 2-16d COMMON / NEW ROOF RI DGE5 �v (2 ( 1/4 DEPTH OF STUD EACH OTHER +1 FROM THE ENDS OF FLOOR J01 ST THE SAME LOCATION AS HOLES HOLE 5/8" 0 ANCHOR BOLT NAIL AT 6 O.C. o o~ CL MEMBERS �z L G) BEARING PLATE SIMPSON STRONG-TIE PROVIDE ICE 4 WATER -� THE SAME LOCATES ARE NOT ION AS HOLD IN ES HOEDOWN t TENSION 5H I ELD FROM FASCIA ~ TIE HDU5-5DS2.5 414 5/8' MIN o I/3 OF SPAN I/3 OF SPAN I/3 OF SPAN GA. (14-SDS y" X 2 y° 4 WITHIN 2' HORI Z. - - NO NOTCHES OR __---(2) 2X4 ACO SILL <SCREWED TO MIN. DBL. DISTANCE FROM THE 2/5 DEPTH OF STUD o HOLES PERMITTED' ( 1/3 DEPTH OF JOIST ���� � �\ � � - PLATE STUD) 0/8" 0 ATR. \ INTERIOR 51 DE OF THE 5/8' MIN w x o ANCHOR BOLT MIN. 5 y" o CONIC. FOUNDATION z _ Z < 3/5 DEPTH OF STUD EXT. WALL' TYP. FOR a `� - ( FOR DOUBLE STUDS ONLY ) WALL EMBEDMENT SET IN `r ACRYLIC TIE ADHESIVE) ALL NEW ROOFS x jLo ` +�- o° L° 0 8" EMBEDMENT ZION -BETWEDEN HOLE A IES�F NOTCHES FRTOM x 41� � CORNER ANCHORING TO FOUNDATIONNOTE: ALL LOAD / EACH OTHER 4 FROM THE ENDS OF 11 MSN LBP5 1/2 ANCHOR BOLTS (CRAWLSPACE / BASEMENT) Z MEMBERS -( I/3 DEPTH OF JOIST 5/8' m @ 72' O.C° I STORY PATHS FROM `� PROVIDE A MIN OF 2' SEPARATIONOTCHES A ( ) FOUNDATION TO ROOF -� PLATE BETWEEN HOLES E NOTCHES FROM RE NOT PERMITTED IN 5/8" @ 36" O.C. (2 STORY) H - JOIST HANGER CONNECTIONS EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES 2 NCHOR -BOLD + BEARING PLATE DETAIL - - 5/8" m @ 23' O.C. (3 STORY) ARE CONTINUOUS � AT EXTERIOR $ BEARING WALLS MEMBERS RAFTER / CEILING JOIST SCALE:NT5 EVERY WALL STUD 1 NEW 4" V.T.R. RAF TABLE R01.5 OENERAL FLU��51 NO NOTES : NEW BATH MINIMUN UNIFORMLY DISTRIBUTED LIVE LOADS (PSF) TAKE FRAMING DETAIL FOR HURRICANE CIES t NAILING SCHEDULE WALL BRACING ADJUSTMENT FACTORS BY USE LIVE LOAD ROOF COVERING DEAD LOAD WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 � T_ � UNINHABITABLE ATTIC WITHOUT STORAGE 10 ROOF/CEILING ROOF/CEILING NAILING SCHEDULE - SHOWERS AND SHOWER/TUB COMBINATIONS SHALL BE EQUIPPED WITH CONTROL 12 2 NUMBER OF NUMBER OF VALVES OF THE PRESSURE BALANCE, THE THERMOSTATIC MIXING OR THE COMBINATION Q UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 WALL SUPPORTING DEAD LOAD DEAD LOAD JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH NIGH LIMIT STOPS HABITABLE ATTICS 4 ATTICS FIXED STAIRS 30 15 PSF OR LESS 25 PSF W/ SINK ROOF FRAMING w I.0 1.2 z I BALCONIES (EXTERIOR) 4 DECKS 40 ROOF ONLY RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER - ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR 1 1/2' s"WR• FIRE ESCAPES 40 ROOF PLUS ONE STORY 1.0 i 1 CEILING JOIST TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST GAP, ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE TYPE VACUUM OR HOSE 2nd FL. GUARDRAILS ANp HANDRAILS 200 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SEE TABLE 3.9A SEE TABLE 3AA EACH LAP CONNECTION BACK FLOW PREVENTER 3" 2" 2 , CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3AA SEE TABLE 3.9A EACH LAP G.O. GUARDRAILS IN-FILL COMPONENTS 50 TABLE COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3.6A SEE TABLE 3.6A PER TIE - SEPARATE SHUTOFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN PASSENGER VEHICLE GARAGES 50 ALLOWABLE DEFLECTION OF STRUCTURAL BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- 10d EACH END ROOMS OTHER THAN SLEEPING ROOMS 40 MEMBERS, RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END - DRAIN, WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH ALLOWABLE WALL FRAMING TABLE TABLE P3002,1(1), TABLE P3002.1(2) t TABLE P3002.3 OF THE 2015 I.R.C. SLEEPING ROOMS 30 STRUCTURAL MEMBERS DEFLECTION STAIRS 40 TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d' 2- Ibd� PER FOOT RAFTERS HAVING SLOPES GREATER VI80 TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- Ibd JOIST - EACH SIDE - THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH P2503 OFTHAN �(2 WITH No FINISHED CEILING STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24' O.C. HEADER TO HEADER FACE NAILED 16d 16d 16" O.C. ALONG EDGES THE 2015 I.R.C. ATTACHED TO RAFTERS TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A SEE TABLE 3.5A PER STUD I5t FL.. INTERIOR WALL PARTITIONS H/1150 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2- 16d2- 16d'' PER FOOT - ALL HEATING, VENTILATING AND AIR CONDITION SYSTEMS AND WORK MUST BE TO EXIST. TABLE R3013 FLOOR AND PLASTERED CEILINGS L/360 ENDJOIST OR BLOCKING FACE-NAILED INSTALLED IN ACCORDANCE WITH CHAPTERS 13-24 OF THE 2015 I.R.C. AND PER ALL SYSTEM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS. ALL OTHER STRUCTURAL MEMBERS V240 FLOOR FRAMING LOCAL RULES, REGULATIONS AND SPECIFICATIONS PER THE LATEST EDITION.OF THE �I��� DIAGRAM ALLOWABLE JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- IOd PER JOIST PLUMBING NATIONAL FIRE CODE. STRUCTURAL MEMBERS DEFLECTION EXTERIOR WALLS - PLASTER OR H/360 BRIDGING TO JOIST TOE-NAILED 2- Sd 2- 10d EACH END STUCCO FINISH BLOCKING TO JOIST TOE-NAILED 2- 8d 2- 10d EACH END SCALE N.T.S. EXTERIOR WALLS - WIND LOADS V240 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- Ibd 4- Ibd EACH BLOCK - ALL MECHANICAL SYSTEMS. EQUIPMENT, APPLIANCES ETC MUST BE LISTED AND RAFTERS HAVING SLOPES GREATER THAN 2 WITH FINISHED U1130 EXTERIOR BRITTLE FINISHED LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- 16d EACH J015T LABELED AND INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS, LISTING/LABELNOTE - ALL PROPOSED PLUMBING WORK SHALL CEILING NOT ATTACHED TO RAFTERS. GENERAL BATH NOTES: UPHOLD THE PROTECTION OF THE POTABLE EXTERIOR WALLS - WIND LOADS VI20 JOIST ON LEDGER 70 BEAM TOE-NAILED 3- 151 3- IOd PER JOIST AND THE CODE PER M1303 OF THE 2015 I.R.C. I. COORDINATE SHOWER TOILET t SINK LOCATIONS WITH FLEXIBLE FINISHES BAND JOIST TO JOIST END-NAILED 3- Ibd 4- Ibd PER JOIST WATER SUPPLY AS PER P2902.1 THROUGH INTERIOR WALL AND PARTITIONS H/180 BAND JOIST 70 SILL OR TOP PLATE TOE-NAILED 2- Ibd 3- Ibd PER FOOT W/ OWNER) PN02.6.1 OF THE 2015 I.R.C.; PROVIDE - THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING 2. CAP/RE-ROUTE PLUMBING LINES AS READ FOR 'BACKFLOW PREVENTER" WITH INTERMEDIATE FLOORS L/360 ROOF SHEATHINGATMOSPHERIC VENT. FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH TABLE P2701.1 OF THE NEW FIXTURES/ FIXTURE LOCATIONS AS SHOWN. CEILINGS WITH BRITTLE FINISHES (INCL. PLASTER OR STUCCO) V360 TMLE FS1.5STRUCTURAL PANELS Sd 10d SEE TABLE 3.10 3. PROVIDE GFI OUTLET(S) IN LOCATIONS AS SHOWN MINIMUN UNIFORMLY DISTRIBUTED LIVE DIAGONAL BOARD SHEATHING 2015 I.R.C. (TO BE VERIFIED BY OWNER). COORDINATE CEILINGS WITH FLEXIBLE FINISHES (INCL. GYPSUM BOARD) V240 LOADS (F)jrF) I'X 6' OR I'X 8' 2- 5d 2- 10d PER SUPPORT - THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR AP OR CEILING RECESSED LIGHTING, WALL MOUNTED PER SECTION 8308 OF THE 2015 ALL OTHER STRUCTURAL MEMBERS V240 I'X 10' OR WIDER 3- 8d 3- IOd PER SUPPORT VANITY LIGHTING AND CEILING EXHAUST VENT I.R.C. MIN 24'CLEARANCE REQUIRED USE LIVE LOAD CEILING SHEATHING INTEGRAL BACK FLOW PREVENTER AS PER SECTION P2717.1 OF THE 2015 I.R.C. REQUIREMENTS W/ OWNER (ALL FIXTURES SHALL IN FRONT OF SHOWER OPENING EXTERIOR WALLS - WIND LOADS WITH PLASTER OR STUCCO FINISH H/360 10 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD BE U.L. LISTED AND SUITABLE FOR BATHROOM LOCATIONS UNINHABITABLE ATTIC WITHOUT STORAGE EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES N/240 WALL SHEATHING - THE DISCHARGE OF CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK ). EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES H/120 UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 AS PER P2718.1 OF THE 2015 I.R.C. 4. PROVIDE CEMENTITUOUS "WONDERBOARD" TILE PER SECTION R308 OF THE 2015STRUCTURAL PANELS 8d IOd SEE TABLE 3.11 BACKERBOARD OR I/2" "GREENBOARD" GWB; HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 I.R.C., MIN 15� REQUIRED BETWEEN LINTELS SUPPORTING MASONRY VENEER WALLS U600 FIBERBOARD PANELS ! _ 3' EDGE / b' FIELD CONTINGENT UPON OWNER FINAL FINISH BALCONIES (EXTERIOR) 4 DECKS 40 7/16 - PROVIDE NON AB50RBANT SURFACE AT TUB AND SHOWER AS PER 8307.2 OF THE 2015 REQUIREMENTS, COORD. W/ OWNER. CENTER-LINE OF WATER CLOSET(TOILET) AND ADJ. WALLS OR FIRE ESCAPES 40 25/32' 8d 3" EDGE / 6' FIELD 5. ALL NEW FINISHES, SURFACES, ACCESSORIES 4 - OTHER FIXTURES, 4 MIN 21 GUARDRAILS AND HANDRAILS 200 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 10 FIELD REQ TS TO BE COORDINATED BETWEEN CLEARANCE REQ'D IN FROM OF HARDBOARD 8d 8d SEE TABLE 3.11 CONTRACTOR AND OWNER. GUARDRAILS IN-FILL COMPONENTS 50 PARTICLEBOARD PANELS Sd 8d SEE MANUFACTURER - SPACING BETWEEN BATHROOM FIXTURES TO COMPLY WITH FIGURE 8307.1 OF THE 2015 I.R.C. WATER CLOSET (TOILET). PASSENGER VEHICLE GARAGES 50 DIAGONAL BOARD SHEATHING I'X 6' OR I'X 8' 2- 8d 2- 10d PER SUPPORT GENERAL L I&HTI NG NOTES: ROOMS OTHER THAN SLEEPING ROOMS 40 I'X 10' OR WIDER 3- 8d 3- 10d PER SUPPORT SLEEPING ROOMS 30 WALL SHEATHING CONTRACTOR TO COORDINATE ALL LIGHTING STAIRS 40 STRUCTURAL PANELS REQUIREMENT5 WITH OWNER. PROVIDE ARTIFICIAL I' OR LESS 15d IOd 6' EDGE / 12' FIELD ILLUMINATION SOURCES (MIN. AVG. ILLUMINATION: GREATER THAN I" 10d 16d 6' EDGE / 6' FIELD 6FC) WITH WALL 5WITGHE5 IN ALL HALLWAYS, DIAGONAL BOARD SHEATHING BATHROOMS, WALK-IN CLOSETS, 8 CELLAR SPACES. I"X 6' OR 1'X 8' 2- Sd 2- 10d PER SUPPORT REFER TO "ELECTRICAL NOTES" SECTION ON SHEET I'X 10' OR WIDER 3- Sd 3- 10d PER SUPPORT INTERIOR TRIM N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3'O.C.AT THE PANEL EDGE TO OBTAIN (CONTRACTOR SIMPSON STRONG- NIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. TO COORD.) TIE HIGH WIND_ -ALL ELECTRICAL WORK SHALL BE CONFINED TO 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. RESISTANT COILED� THE SPACE AND LOCATION ALLOWED FOR IT, AND 3. CORROSION RE515TANT 11 GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.c. STRAP C520 920 GA. 5HALL BE IN 5TRICT CONFORMANCE TO THE (14-8D TOTAL NAILED ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS It AT EVERY WALL STUD $ - TO EA. END OF STRAP NATIONAL ELECTRICAL CODE, GOVERNING - NEW (2) 2X8 MUNICIPALITY AND NFPA "12. 7/8"X 4 AZAK TRIM; ON STUDS TO RIM OR HORIZ.; WHITE - (PACKED OUT STUDS TO HEADER) G NJ ERAELECIR�ICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT,IICAL NOTES: i. ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON AS REQ D) - CONTRACTOR SHALL INSTALL, A5 PER OWNERS AND SHALL BE IN DESIGN STANDARDS SHEET. DIRECTION, ALL WIRING FOR NEW 5WITGHE5, STRICT CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, GOVERNING MUNICIPALITY AND 2. - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2' PLYWD SHEATHING, W/ 8D COMMON NAILS @6'a EDGE X. FIXTURES, AND RE-CIRCUITING NECESSARY TO 2.OMIT 4 12'oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION NEW WDW. (VARIES; -PROVIDE ONE STUD 3.OMIT MANUAL THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SNEARWALLS 4 ARE IN EXCESS OF THAT SEE PLANS) - ABOVE HEADER IN ALLOW FOR ALL NEW WORK, ALL REWIRING OF a•CarTRacroR SHALL INSTALL, AS PER OWNERS DIRECTION, ALL WIRING FOR NEW SWITCHES, ' EXISTING FIXTURES AND LABELING OF CIRCUIT FIXTURES, AND REQUIRED BY THE COPE. ALL REQUIRED SHEARWALL SEGMENTS SHALL BE A MINIMUM OF 28 WIDE FOR BI-01HIGH WALLS, 31 LINE W/ ONE JACK RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING FIXTURES FOR 9'-0" HIGH, 35' FOR 104 HIGH, 4 38" FOR 11'-0' NIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF STUD BELOW BREAKERS TO INDICATE CIRCUIT U5E; FURNISH NFBU AND LgBELI�, 5HEARWALL SEGMENTS. 7/8"X 4" AZAK TRIM; LCERTIFICATE AT COMPLETION OF WORK. O-CIRCUIT BREAKERS TO INDICATE CIRCUIT USE;FURNISH NFBU CERTIFICATE AT COMPLETION _ OF WOW 3. - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ SHEET N-2, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR VERT.; WHITE WOOD SILL 5.OMIT WALL STUD FROM FOUNDATION TO RIDGE. - CONTRACTOR SHALL VERIFY WITH THE OWNER, 6.CONTRACTOR 544LL VERIFY WITH THE OWNER, LOCATION AND QUANTITY OF LIGHTING(CONTRACTOR _ ALL NEW FIREPLACES UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNYS. ALL (CONTRACTOR FIXTURES AND SWITCHES I-I/4"X 2-I/2" AZAK TRIM; TO COORD. LOCATION AND QUANTITY OF LIGHTING FIXTURES PRIOR TO PROVIDING BID ON PROJECT. NEW FIREPLACES ARE TO BE PROVIDED W/ ASN DUMPS 4 FRESH AIR INTAKES. NORIZ.; WHITE ) --ONE STRAP PER I AND 5WITGHE5 PRIOR TO PROVIDING BID ON T•OMIT 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED, PROVIDE (3) I'm VENT HOLES B.OMIT - INTERIOR TRIM / JACK STUD FOR 3 PROJECT. q.OMIT AROUND SKYLIGHT. (CONTRACTOR TO 9' HEADERS DBL. 10.CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELEMICAL b. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E 1996 4 1886 AS 1 TO COORD. JACK STUDS FOR 9' SERVICE IS MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN 110MPH WIND ZONES CONTRACTOR - ---_ - ........... -- ) - CONTRACTOR MUST VERIFY WITH HIS LICENSED REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. i r OR MORE TRIPLE ELECTRICIAN IF AN UPGRADE OF ELECTRICAL 11.CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, SUB-PANELS, ETC.FOR TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE JACK STUDS RELOCATION AS REQUIRED ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE SERVICE IS REQUIRED FOR THIS PROJECT PRIOR FOR THE PROJECT.CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT TO SUBMITTING A BID. SHOWN ON PLANS, PROVIDED FOR EACH WINDOW 4 DOOR OPENING NOT EXCEEDING 8'-0" (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND PRIOR TO COMMENCEMENT OF WORK 4 BIDDING. I A MIN OF 6' BEYOND THE ROUGH OPENING 5IZE5 OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED IN THE WINDOW TRIM DETAIL (TYP. FOR ALL WINDOWS) - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION, 4 SHALL BE METERS, SUB-PANELS, ETC. FOR RELOCATION AS ACCOMPANIED BY ENOUGH 2-1/2 #8 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12 oc AROUND SCALE:N.T.S. K - HEADER UPLIFT CONNECTION REQUIRED FOR THE PROJECT. CONTRACTOR MUST PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE U5ED(MIN 4901bs AL50 NOTIFY THE ARCHITECT OF LOCATIONS IF WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF NIGH WINDS. OF WORK 4 BIDDING 7. - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36 4 38 IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ 8315.2, 4 NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4 0 SPHERE, UNLESS IT 15 THE / TRIANGULAR OPENING FORMED BY THE RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6' IN m MAY NOT PASS THROUGH. R E G�fi�TA G L.E L.O G A T I O N S SHALL G O 1�i�L Y 1nl I TH S E G T I O N F5(:101 .2 F I OURF E5'�01 .2 SECTION E5,�01 .4/ F 1 C�URF- F_5'�01 .4 OF THF 2015 I .R.G . POSTING NOTES: I. PROVIDE SIMP50N 5TRONGTIE ZMAX (5AL\/. POST STAND-OFF BASE AT A Zo-)E'� I T I ON E L �TR I �A L NOTES : ALL "POST TO FTG OR FOUNDATION" CONNECTIONS (UNLESS P05T5 BEAR I DOWN ON EXISTING WOOD 51LL PLATE; V.I.F.) -ALL BATH, TOILET, KITCHEN AND GARAGE OUTLETS SHALL BE GROUND FAULT INTERRUPTER PROTECTION APPROVED DEVICES AS PER E3g02 OF THE 2015 I.R.C.. LOCATIONS FOR ALL RECEPTACLE OUTLETS THROUGHOUT SHALL BE AS PER E3801.2 f E3801.4 FIGURES ON THIS SHEET. SMO�GE ALARM 4 CARBON 2. POSTING FOR HEADERS ABO\/E DOORS � WINDOWS (I.E. GARAGE DOOR OPENINGS) NOT SHOWN U.O.N.; PROVIDE KING/.JACK STUD "POSTING" MONOXIDE ALARM NOTES: DOWN TO EX 15T1 NG WOOD SILL PLATE. -WIRING METHODS SHALL BE IN ACCORDANCE WITH CHAPTERS 34 THRU 40 OF THE 2015 I.R.C.. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE (PER SECTIONS R314 8 8315 OF THE 2015 I.R.G) IN ACCORDANCE WITH CHAPTER 37 OF THE 2015 I.R.C.. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN 5. VERIFY IN FIELD ALL POST, PACKED STUD 4 LALLY COLUMN LOCATIONS ACCORDANCE WITH TABLE E3702.1 OF THE 2015 OF THE I.R.C.. - SMOKE ALARMS AS SHOWN ON THESE PLANS 5HALL BE PRIOR TO INITIATING WORK. ALERT THE ARCHITECT @ 516.c122.5c1-T6 OF INTERWIRED/ INTERCONNECTED BETWEEN THE BASEMENT, 15T ANY D 15CREPANC I ES A5 THIS MAY AFFECT BEAM LENGTHS. - EACH NEW APPLIANCE FOR KITCHEN f LAUNDRY AREAS SHALL HAVE A DEDICATED CIRCUIT, MIN 20 AMP CAPACITY (VOLTAGE AS PER MFR'S FLOOR 4 2ND FLOOR IN SUCH A MANNER THAT THE ACTUATION REQUIREMENTS AS PER SECTION. ALL "SMALL APPLIANCE RECEPTACLES` IN KITCHEN LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) DEDICATED OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE 4. 5TUD5 5HALL BE A MIN. OF NO. 5 GRADE, STANDARD OR 5TUD GRADE INDIVDUAL UNIT. THE THE ALARM SHALL BE CLEARLY AUDIBLE LUMBER A5 PER SECTION R602.2 OF THE 2015 I.R.G. 20 AMP CIRCUITS AS PER E3801.3 OF THE 2015 I.R.C.. IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS W/ ALL INTERVENING DOORS CL.05ED. ONE CENTRALIZED ALARM HORN -PROVIDE ARC-FAULT CIRCUIT-INTERUPTER PROTECTION FOR ALL NEW CIRCUITS AS PER SECTION E3803.11 OF THE 2015 I.R.C.. FOR ALL 5MOKE DETECTORS 15 REQUIRED. REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: SHEET TITLE G0N5TRUGTI0N DOCUMENTS -PROVIDE MIN. ONE (1) WALL SWITCH CONTROLLED LIGHTING OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR LOCATIONS, GARAGE DOOR - CARBON MONOXIDE ALARMS AS SHOWN ON THESE PLANS # DATE: BY: # DATE: E3Y: �� Q� �� Iln PLUMBING RISER, NOTES I I � "�, � � �° PROJECT NAME � LOCATION � AS ADDITIONALLY NOTED PER SECTION E3803.0 OF THE 2015 I.R.C.. SHALL BE INTERWIRED/ INTERCONNECTED BETWEEN THE A O BRIEN RESIDENCE K BASEMENT, IST FLOOR 4 2ND FLOOR IN SUCH A MANNER THAT 2 2 " ' d �V 550 HICKORY RD., SOUTHOLD NY 11111 THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF3 3 ` '" -ELECTRICIAN SHALL CONFIRM THAT AT LEAST ONE THERM05TATE IS PROVIDED FOR EACH SEPARATE HEATING COOLING SYSTEM AS PER THE • • OYSTER BAY DRAFTING SHEET NO. THE ALARMS IN THE 1NDIVDUAL UNIT. 4 4 REQUIREMENTS NOTED FOR COMPLIANCE WITH SECTION 1103 OF THE 2015 I.R.C.. S 5 �'. d 6a AND ARCHITECTURE, P.C. DATE: 3-2-18 p1_ 5r-ALE: AS NOTED of 68 WEST MAIN STREET OYSTER BAY, N.Y. 1170 5Br. s (516) c122-5gl6 (FAX) c122-6235 M.M./BWL WEB: 161WW.OY5TERBAYDRAFTIN6.00M EMAIL: ARCHITECT@OY5TERBAYDRAFTINr,.COM JOB NO: 0016 `1 C520 - 6-81) IN EACH CONNECTION SIMPSON TIE H2A 10-5-8 — SIMP50N STRONGTIE C518 COILED STRAP, II' END LENGTH (18-Sd NAILS ON \ EA. 'END LENGTH' SEGMENT) 2X10"NEW RIDGE KT W/RIDGE VENT A2 A4 2X8"RR @ 16"oc.,1/2" `� \ i PLYWD.5H EATING,15# ROOF / 1 FELT ASPHALT SHINGLES AS PER OWNER. 12 8 WHEN STUDS ARE ALIGNED b I/2 (2) 22" BOLTS EACH CONNECTION A4 ,., � LINE OF ROOF 70 USE CONTINUOUS STRAPS VENTED VINYL SOFFITS � 1� � '-2X8"RJ@I6u � ,,,, .30 r BE REMOVEQ FROM STUD TO STUD . W/R- A - RIDGE TENSION STRAPS 1 \ BATT INS. \ NEW WALLS TO BE, 11211GWB LINE OF OLD ROOF E - WALL STUD TO BAND JOIST „ --W/R-30 BATT VAPOR BARRIER -0 INSULT. 2x4 WD STUDS 616"0c, 1/2" .r NEW IN5ULT.15#BLDG. FELT o BAT 4_ NEW SIDING AS PER OWNER F. '� PR�LVIDE JC-El WATER Y �HI�LI�(TYPI AL) �- ROOF RAFTER TO TOP PLATE AND STUD FROM THE FA CIA WITHIN 2' HORIZ. DISTANCE FROM THE TOR. INTERIOR SID OF THE EXT. WALL 0 0 �! EXIST. FJ @16"OC. " `V — — — — — — — — — — — — — 5IMP50N STRONG- NOTE — PROVIDE ROOF VENTILATION A5 FER 8506 OF THE 2015 I.R.G.. TIE HANTT STUD RESISTTATUD E VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RE515TANT TO RIM J015T C520 A4 N I m W IRE MESH WITH �" MINIMUM TO 4" MAXIMUM OPEN I N(55. TOTAL NET FREE I #20 GA. (12-101) X VENTILATING AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF ; I Y" TOTAL NAILED EXIST. EXIST. I SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, I ; TO STUD � RIM) BEDROOM 1#1 MASTER BEDROOM INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF I INCH —%" PLYWD. 5FAC I NG SHALL BE PROVIDED BETWEEN THE I N5ULATI ON AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. ° SUBFLOOR III) jil III °° BOTTOM WALL XIS J @1610C EXIST. FJ @100C. I PREFORMED RIDGE VENT PROVIDE INSULATION BAFFLES I _ PLATE ______ ______ __ ___ EXIST. IN ANY INSULATED RAFTER BAYS \ - - RIM J015T 1 L2" CONCRETE PAD CRAWLSPACE _ ( SCREEN SOLDEREDSIMPI _ m — — — — — — — — — — — — — — — — — — — — — — — — — — — — I TIEHGHWINDNG- 2"HOLE @ 6 O.C. ° RESISTANT MUpSILL TO RIM J015T DSP #18 GA. (6-I01) X I y" NAILED TO _ SILL) (8-I0D X I y" C_ROSS__ SECTION „A» ( I - NAILED TO RIM) (2) ACO MUD SILL I CONTRACTOR TO PROVIDE � FOUNDATION WALL I SHINGLES SHINGLES INSTALL GABLE END VENTS $ I I CLEAT @12 OTLEAT @i2 OC MECHANICAL SYSTEM SUITABLE FLOOR J015T A -T I FOR MIN 15,500 OF ATTIC 5FACE I �Z - 5TRAPPING DETAIL @ FOUNDATION ASPHALT SHINGLES A4 A4 TO FLOOR TO WALL CONDITION5 I I (1) CS20 (IMAX) VERTICAL STRAP NEW ROOF Y L.N� �E��I L @ EA. STUD LOCATION + ADJ. (1) 2X10"NEW RIDGE \ T..R111D11GE - W/RIDGE VENT I 5CALE:1/2" = I'-0'I I DSP (ZNAX) PLATE TIE NEW VALLEY FLASHING (2) BOLTS EACH CONNECTION NEW CRICKET ROOF i B irrlfY�'�'7�Y�rrvUl'rrVrrvrVlY'v AvrrrY r�r '1' \ ` , - 2X8R.J. @16" O/C W / R-30 BATT INS. $ r o NEW BARN DR.-\ L NEW ` / €XIST. T. �� - EW WALLS TO BE, I/2 GWB ASPHALT SHINGLES FAMILY ROOM I VAPOR BARRIER N PER OWNER) ON 15LB. FELT ON a 2x4 WD STUDS @I6"oc, 1/2" ON 1/2" CDX PLYWD. XIS . (MOD. CATHEDRAL CLC.) PLYWD SHEATHING, W/R-15a DINING -Room 1 ON R.R. @16 o.c. INSULT.15#BLDG. FELT NEW SIDING AS PER OWNER 3/4"PLYWD SUBFLOOR — / dALI F.F. 26"NEW FJ @1610c / DRIP EDGE �W7 21 BATT INSULT. - - - - - - - - - 1, A VIA\v --,-f}- v Y_lx7J_kX.��r_Y.,I.lV_l.lXl(X.r..C.K.7 XxLV.XYl1�fIA� rY lr -lXXX7�.V.XK.rA Ln ANCHOR BOLTS SET AS PER FNDN. NEW = z NOTES W/ 2 2X4"ACO SILL PLATES CRAWL PACE – ----- FASCIA W/ TERMITE 5HIELD 4 SILL SEALER o N o Z GRACE; ROLLED ICE 4 8"th PC FNpN,W/16"XS"QEEP 2"PC_SCREED COAT - A4 A4 ADHERED MEMBRANE "' WATER SHIELD SELF 21_0" PC FTG. TO BEAR ON UNDISTURBED FNDN. OIL MIN 36"BELOW ADJ. GRADE ANEW 4 x 4"PO5T TO BEAR 2" P/C PAD NEW WALLS TO BE, 1/2" GWB now- ON 24 oX24X3DEEP PC VAPOR BARRIER 2X4 WD STUDS FNDN.70 BEAR ON @ 16' O.C. 1/2" OSB. SHEATHING, UNDISTURBED 501L I W/ R-21 BATT IN5UL.154 BLDG. FELT D NEW SIDING APR ? 7 2416 �R�SS SECTION »B» CE & WATER SHIELD DETAILr� �, T SCALE:I/�u = Ii_ou \ W 5CALE:NTS \ TOWS OF SOJT�a�D RE\/ISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: MUNIGIFALITY AMENDMENTS: SHEET TITLE SECTIONS, DETAILS # DATE: BY: # DATE: BY: # DATE: AAS '� Iln CONSTRUCTION DOCUMENTS i 1 1 4/25/2018 GEN. REV. PER TOWN BL W '�-� �° PROJECT NAME �e r" ��- 0 BRIEN RESIDENCE 3 3 3 d �� 550 HICKORY RD.-SOUTHHOLD, NY 11111 4 4 4 t� • • OYSTER BAY DRAFTING SHEET NO. AND ARCHITECTURE, P.C. DATE: 3-2-18 1 IA,3 5r-ALE: AS NOTED OF CF d �� ��� .vT 68 WEST MAIN STREET OYSTER BAY, N.Y. 11171 BY: M.M. a 7 7 7 (516) c122-5876 (FAX) g22-6255 WEB: WWW.OY5TERBAYDRAFTING.00M EMAIL: ARGHITEGT®OYSTERBAYDRAFTING.GOM JOB NO: I8OI6 27'-5" 1514" 13'-4" 7'-10" CRICKET ROOF AS NEEDED. CTC2 A I EXIST. (3)210410 31—/ (2)2 12" EX. '.R.' @ 16' O.C. 15-5'r� ✓ \ I EX. R.R.'S @ 16' O.G. X 4 I NEW I� I I I . `\ 4 �- rn o I ( �I ILII o EAh I LY ROM �a a Lo w 4 \ ` o CATHEDRAL C G.) \''\ x _ I m III ROOF BELOW EXIST. N I I 0 "All I 26 NEW IRR @16"oc �\ \ DINT G 8001'1 rj f CRICKET AS NEEDED. 4 I NE n 1--LINE OF 17'-6" `��Q \ CEILING SPLAY 6'DB .BARN DR. 4", (2)3046 1 — — EGRESS TEMPERED10'-q" 6 - 2)2X10 1 -5 (2) 2 X 8 a I I QXQ POST .+ _}.. OST DN 6-0 XIST. I + + SN TO FNDN. - `" EXHAUST FAN ���/// TO DN. NEW 2 X 8 RR'S @ NE 2 X 8 RR'S @ / OITCNEN N Ln EXIST. moo„16' 0/C/ I6 /C/ ��@ `" Q v NE 41-511 18" X 24" SKYLITE, tiTo o _ " O �, t _ DOUBLE FRAMING. T F�G9 � 7-0 0 3 NEW 2 I RIDGE -? BA- 1-I - - m B -.� i — - - - - - - - _ D K51. z OPE OFT BEDR001'1#1 CL. EXIST. lF�� �p� G.F.I. LINE OF OLD RIDGE o CN 3 BEDROOM �� — — EX. _ RIDGE — a - 2 IF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CL. Z12'-711 A STORAGE EXIST. = `/ M _ - - - - - - - - - - - - - - - -- - N LIVING ROOM m 5'-0" 2'-0'I EX UP � � EX DN 10'-q' CL. V co 0 0_ r LJ o 7 EXIST. -0" 5'-0" U;& M.BATN - n EXIST. EX. FIREPLACE AGE MASTER BEDROOM 6-I 13' 10" 21-0'l CL. �1 nen O o / Ell 4 4q'-11" 13'-0" ILII17'-6' 4 CfjRSTFLOOR PLAN SECOND FLOOR PLAN 56ALE:I/4" = I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE GONSTRUGTION DOCUMENTS # DATE: BY: # DATE: BY: # DATE: B EIR5T FLOOR PLAN, SECOND FLOOR PLAN I I I 4/25/2018 GEN REV PER TOWN BWL PROJECT NAME O BRIEN RESIDENCE 2 2 2 v4v 550 HICKORY RD.-50UTHHOLD, W 11111 4 4 4 OYSTER BAY DRAFTING - d� ... • • SHEET NO. da AND ARCHITECTURE, P.C. DATE: 3-2IP> 0 68 WEST MAIN STREET OYSTER BAY, SCALE: A5 NOTED OF cc- � N.Y. 1171 6 6 �d Il+� °ll" BY: (516) q22-5�i�6 (FAX) �f2Z-6235 7 -7 WEB: NM.0Y5TER3AYDRAFTIN6.00M EMAIL: ARCHITECT®OY5TERBAYDRAFTING.GOM IJOB, NO: 0016 EXIST. CHIMNEY o TO BE EXT.AS REQ.Dl ---- AREA OF NEW ROOF EX15T.CHIMNEY EXIST. 2ndF.F. 0 N EXI EXI . EXIST. 1A —J I I LIH F.F.F. GRADE - r-,TRONT ELEVATION - SCALE NEXIST. CHIMNEY NEW SKYLIGHT —TO BE EXT.AS REQ.D - 0 , C„ ASPHALT SHINGLES AREA OF NEW ROOF NEW ROOF - /� CRICKET WINDOW_@ BEYOND - 6'-6" A.F.F. EW NEW NEW 51DING _� TEMPERED GLASS 2ndF.F. - - - - - - .'%%% � .;;i/%�' . ...Y%ii '�/�';',. o NEW W NEW EXIST. EXIST. EXIST. EXIST. EXIST. l I EXIST. NEW SIDING r j co EXIST. 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