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Home My WebLink About47271-Z o�ZFOt'. Town of Southold 11/5/2022 y P.O.Box 1179 o _ j ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43579 Date: 11/5/2022 THIS CERTIFIES that the building SHED Location of Property: 750 Victoria Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-9-71.2 Subdivision: Filed Map No. . Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/23/2021 pursuant to which Building Permit No. 47271 dated 12/28/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory shed(14x22)as applied for. The certificate is issued to Scanapico,Raymond&Jeanmarie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47271 10/14/2022 PLUMBERS CERTIFICATION DATED - t riz S nature �o�Sa�Foa,�c TOWN OF SOUTHOLD °o BUILDING DEPARTMENT N .$ ' TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47271 Date: 12/28/2021 Permission is hereby granted to: Scanapico, Raymond 26 Calvin Ave Syosset, NY 11791 To: Construct accessory shed (14x22) in rear yard at existing single family dwelling as applied for. Additional certification may be required. At premises located at: 750 Victoria Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-9-71.2 Pursuant to application dated 12/23/2021 and approved by the Building Inspector. To expire on 6/29/2023. Fees- ACCESSORY $223.20 CO-ACCESSORY BUILDING $50.00 Total: $273.20 Building Inspector pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(a)_town.southold.ny.us Southold,NY 11971-0959 QI�COUn�'NA�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Raymond Scanapico Address: 750 Victoria Dr city:Southold st: NY zip: 11971 Building Permit#: 47271 Section: 7$ Block: 9 Lot: 71.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures 11 Pump Other Equipment: 24 Circuit Panel / 9 Used Notes: Garage Inspector Signature: Date: October 14, 2022 S.Devlin-Cert Electrical Compliance Form � pF SOGIyO� LAI, `. � # TOWN OF SOUTHOLD BUILDING DEPT. °`�courm a 765-1802 .,INS.PE:CTION [fie] FOUNDATION 1 S [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING _ FRAMING /STRAPPING [ ] FINAL ]-FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) = [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ewdttih �► Q K 09. Q it,t tw kAA ? DATE 3/-g 7, INSPECTOR 0E SOUTyolo Lq - -71 75-0 # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 7�� Ace ll�[An . u �j 1-c Ga V'&o**' DATE INSPECTOR pF SOUTyolo `i O21 `7 -V, Geo r # # T WN OF SOUTHOLD BUILDING DEP . �o °ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 4 INSPECTOR FIEI;D:INSPECTIUN:'REP4}RT'. T?'ATE<. FOUNDATION:(1ST}: _ y -- FOUNDATION12ND). �. ROUGH FRAn2IN ;& 1 • PLUMB°YN`G.• y 777777 INSULATION.pi'R N.•Y�., STATE EN'RGYCODE • J ir^ ::.. • _ A DD.7 p . o o z t0, m Y = gaF TOWN OF SOU'THOLD—BUILDING DEPAK 'MENT �N Town Hall Annex 54375 MamRoad P. 0.Box 1179 Southold, NY 11971-0959 Woy�ol � 'Telephone(631) 765-1802 Fax(631) 765-9502 haps://www.southoldtowmV.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® r n E PERMIT NO. /� Building Inspector: DEC 2 3 2021 DD , b.—DING DEN r Applications and forms must be filled out in their.entirety.Incomplete TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: a OWNER(S)OF PROPERTY. Name: SCTM#1000- _ Project Addres Phone#: .._ c / __'.. 7 ^... Email: . � - CQ- &�-- 00 Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. O Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.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,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 promises and In building(s)for necessary inspections.False statements made herein are punishable as a Class.A misdemeanor pursuant to Section 210AS of the New York State Penal Law. �q rn A) � � Application Submitted By(prI¢rt n me): OId Authorized Agent wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF�� i_nn-�<>I K ) Roumond. SC aI Ia 121 C being duly sworn, deposes and says that(s)he is the applicant (Name individual signing contract)above named, (S)he is the U 0 rl-e_ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this IY�l(Xday of — CL'1 Yll - ,20�( - Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATIOW NO.01DWO"900 UALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner)COMMISSION EXPIRES JUNE 30,2QZ0 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 gUEF01� BUILDING DEPARTMENT- Electrical Inspector ti��, C�Gy.► TOWN OF SOUTHOLD 5 z� Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerlD-southoldtownny.gov — sea nd(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: D�y�fs� 2 0,4 c1v-,-z .'L <z Electrician's Name: vsTo License No.: Elec. email: Elec. Phone No: Syjey [71 request an email copy of Certificate of Compliance Elec. Address.: 'z �yyc;i Q pp, JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: d_ email: n Tax Map District: 1-0-0-0 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Grp i�9.•N� S` Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES [] NO R Rough In 0-Final Do you need a Temp Certificate?; ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 016 V(J 16 5S PERMIT # ff II Address: Switches, 01 Outlets GFI's Surface.,I Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: � rscb Comments. � C71 ,J� r 1 S 4-#AA 70 �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application �[.:a,• ' r— i .4� Flood Permit Examined 120 1 ' i t.'.:f`' j' '`ti Single&Separate � � �•�j{ ^��r:,� ' ' i it K- s Truss Identification Form Storm-Water Assessment Form JAN 29 2021 -Contact: Approved Mail to: Disapproved a/c Phone: Expiration 20 Inspe r 10AP APPLICATION FOR BUILDING PERMIT PROAL Date 1A,8 20 9'1 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) GS w T 4�s-�,c 1!54r1 r IJ-7V (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineler ��a�electrician,plumber or builder Name of owner of premises M c�G 5Gs4-AXA-PlGO (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer A64� (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �"?O 1/lGtalp/�1— per•--, y �y�'f0(i� , - . House Number Street Hamlet' County Tax Map No. 1000 Section ' -Block Lot 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r f✓ /N/Ge7 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition iteration Repair Removal Demolition er o k (Description) 4. Estimated Cost /,vOGtD -- Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type "f, �6;. 7. Dimensions of existing structures,if any:Front Rear "d' tl��' Height Number of Stories Dimensio s&,ofa m�structure with alterations or additions: Front �li Rea' D-1-t Height Number of Stories 18.'-Dimensions of entire new construction:Front Rear Depth Z Height//3661/61/ Number of Stories 9. Size of lot:Front /-70 Rear Depth �d 10.Date of Purchase 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 NO V Will excess fill be removed from premises?YES NO 14.Names of Owner of premises le.,r-'A*Af P/Cc Address 'r° tfld4z�ti+/)?hone No. $!G('7s-`Y3 r— Name of Architect CVWtJl S M CLC Address 68 W-fAA-►NST Phone No 5692-Z-"7L 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 feet 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 GjGp /f/✓ being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the FAj (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 t e to the best of his knowledge and belief,and that the work will be e mannie'r ssetffoorilm the application led therewith. Sworn t eArthi . �ZZ AA,AEnnWYORK NO ay o � a + R 'stration � Co ission ft&-I�ebruary 13,2 Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 11, 2021 TO: Raymond Scanapico 750 Victoria Drive Southold,NY 11971 Please take notice that your application dated January 29, 2021 . For permit to legalize an under-construction accessory shed at Location of property: 750 Victoria Drive, Southold,NY County Tax Map No. 1000—Section 78 Block 9 Lot 71.2 Is returned herewith and disapproved on the following grounds: The proposed construction,on this 32,600 square foot lot with two front yards, is not permitted pursuant to Section 280-15,which states that accessory structures shall be located in the required rear yard. The accessory shed is noted as being located in the front yard. Authorized Signature Cc: File,ZBA PERMITS Q US Building Department Consultants Plans •Permits • Variances 338 Jericho Turnpike, Suite 396 Syosset, New York 11791 . . northshoreexpediting@gmaii.com www.permits-r-us.com To: The Town of Southold Building Department Re: 750 Victoria Drive, Southold NY 11971 On February 11th, 2021, my client, Raymond Scanapico, received a denial letter from your building department for an accessory shed. The denial letter has since "expired". We would like to request an updated letter. Enclosed, please find a check for$50.00 for the new letter. Please send the new denial letter to us at: Permits R Us 333 Jericho Tpke. #396 Syosset NY 11791 Any questions, feel free to reach me at 516-269-9144. Thank you for your help with this matter. Sincerely, Salvatore Coscia Dwyer, Nancy From: Ray Scanapico <rayscanapico@yahoo.com> Sent: Monday, December 27, 2021 7:12 PM To: Dwyer, Nancy Subject: Re: accessory barn Nancy, The shed dimensin is 14':x2:2': hank you for your help. Ray On Monday, December 27, 2021, 08:38:46 AM EST, Dwyer, Nancy <nancyd@southoldtownny.gov>wrote: Good morning Ray, Hope you had a nice holiday weekend. I am reviewing your application this morning for the proposed barn located at your home in Southold. The site plan provided is showing a proposed shed which is 16x24 feet in size, however all copies of the plans for this structure are showing a 14x22 foot barn. Can you please clarify which is the correct dimensions for this accessory structure? Thank you, Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631) 765-1802 i S.C.T.M. N0. DISTRICT: 1000 SECTION: 78 BLOCK: 9 LOT(S): 71.2 LAND N/F LAND N/F LIBERTY LANE OF of THOMAS L. KENNEDY p JODY L. LEVIN LAND USED 1.0 N v C3BY OTHERS. tl- ASPHALT PIPE "64040'1 0"E 100.00,' PIPE in ' '64-40' ~0"E 100.00; 4.3'N 2.1'N \ \ \ l J M v'� \ui W �� ON. co Lq I ' ( I Z ms's (\1 111 40.8' BIL CO 11 I 1 1` Uj N I 1\ Uj I U.P. ! 1 1 STY FIRM. 1 \ 1 ! 1 ! o — I ' DWELLING �—85.0' 9.4' //750 c6 f9.i' 1 1 I ' I ! 1 w ' {—�1 I ROOF OVER i•� FFL 33.1 1 1 I ! ' �j _ E -- ,I',�"•' r I / CF DECK it `\ \ / 22.1' I / I w GF 31.9 12.1' 11 {1 �1 I t1 S [ ri O \�/ / CONyr1. 1 I I I / Jl JAN 2 9 2021 / / ( 42.3\\ s5.5' / / 92.4' 11 / AY 1 / gs�HALT D rvEW �1 \ C0NC. SHOWER J � ,� \ 1 1 i.5 OI l� !1co J !ice CQ 00 N \I ' �\ \\ UPDATED: 111912020 MON• THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL i v� I I \ \ LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS N64-40'10 W 200.00, AND OR DATA OBTAINED FROM OTHERS. 7 / LAND N/F ELEVATION DATUM. NAVD88_______________ OF AREA: 32,600.00 SQ.FT. or 0.75 ACRES --- ROBIN ANGOTII UNAUTHORIZEL' ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY U.P. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT'INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED'ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: RAYMOND SCANAPICO; MAP OF: JEANMARIE McGUIRE SCANAPICO; FILED: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; SUBJECT TO EASEMENT AS DESCRIBED ;r,: VALLEY NATIONAL BANK; LIBER 12078 PG. 132 SITUATED AT: SOUTHOLD \ TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING,••PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New'York 11931 FILE # 13-177 SCALE: 1 =30 DATE: OCT. 8, 2013 1 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ®ccUpl_�►lcy oil APPROVED AS NOT D USE ES UN L/'►'ti iTUL DATE: H__) •x B.P.# Vi !TI-BOUT f! € f'4r' FEE��2� BY: �' C.^E 17, NOTIFY BUILDING DEPARTMENT AT 7c9-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED 7�R POURED CONCRETE S (SA � A C,;�, 0 4=== 5 D 4-- C�� 2. !,'JUGH - FRAMING & PLUMBING 3. !NSL,LATION COMPLY WITH ALL CODES Oi= 4. FINAL -CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE SOUTHOLDTOt401ZBA REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLDTMYNPLANN;:DSOARD 7 VCTORA DRN / SOUTHOLD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TO'J4TJ TRUSTEES, NY PT N.Y.S.DEC Additional Certification RETAIPt STORM WATER R'U0FF COLUMBIA ROAD May Be Required, FSI;SUANTrTO CHAPTER 236 OF THETO'JN CODE, S 250 lq' 50" W 156.111 0 1 O o O o O �r RED \ IO.�� D oI co $ -'PROPOSED , p O N iED S as PROPOSED GRADEPATIO 13.43' O S 250 Iql 5011 E e.51$ IN 12.34 0 22.43 �Q , O 13.781 e g EXISTING I STORY N N N C ) O ' EXIST I STORY SINGLE FAMILY ct DWELLING 5.30, 64.501 EXIST 2ND STORY J--1--L LLt x'40' o EXISTING _ �j DRIVEWAY AND p 8 PARKING AREA za,�o, 4.801 ' - I J: o _ \. \ EXISTING DRIVEWAY � DEf10'D _ 7--) � co m m s Ary 150.00 I N 250 Iq' 50" E 16q.8q' VICTORIA DRIVE PLOT PLAN 0 - - --SCALE:I" = 20'-- SECTION: -i8 THIS IS AN ARCHITECTURAL SITE PLAN BASED ON INFORMATION SHOWN ON A SURVEY PERFORMED BY KENNETH WOYCHUK BLOCK: Cl DATED: 01.1q.2020 LOT: "71.2 AREA: 32600 Sr R" " ZONE:: R40 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CONSTRUCTION DOCUMENTS D Aq �� IlJR PROPSED SHED # DATE: BY: # DATE: 8Y: # DATE: BY: f �� c q d u I I I :' ,, ,� ,��, lo;r �'►°�� ' , � � �° PROJECT NAME SGANAPICO RESIDENGE 2 2 21 0A 150 VICTORIA DR.,SOUTHOLDXN -1*1 `r ,:'..„'*” • SHEET NO. -4 4 -4 O`rSTER E3AY DRAFTI NC3 5 5 5 ;��Y - -- d� AND ARC_o IITEGTURE F.G. DATE: 1/21/21 q 68 WY EST MAIN STREET OYSTER BAYY , N. . 11771 AS NOTED OF „ (516) =-5' 764BY: AWLI'DWEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARGHITEGT@OYSTERBAYDRAFTING.COM JOB NO: 2000 d CONCRETE FOUNDATION CONSTRUCTION - - 8" WIDE POURED CONCRETE FOUNDATION - FOUNDATION TO SIT ON 1611X 8" DEEP FOOTING TO BEAR ON UNDISTURBED SOIL MIN. 36" BELOW ADJACENT GRADE - CONCRETE PARGE COAT ABOVE GRADE - ASPHALT WATERPROOFING BELOW GRADE - CONCRETE TO BE 3000 PSI MIN. - 95 HORIZONTAL REBAR @ 12" O.C. W/ MIN 3" EMBEDMENT - #5 VERTICAL REBAR @ 36" O.C. W. MIN 3" EMBEDMENT - (3)95 REBAR CONTINUOUS IN FOOTING W/ MIN. 3" EMBEDMENT - $"0 ANCHOR BOLTS @ 36" O.C. r- - - - - - - - - - - - - - - - - - - NEW ---� I r - - - - - - - - - - - - - - - -1 (2) 2x1 12 I I NEW METAL ROOF NEW METAL ROOF I I 0 N 3 —NEW BOARD BATTEN w I I z i I 1 SIDING . NEW 211x8" C.J. @ 16" O.C. _LL ----------- ,. IZ I I I I mNEW NEW BOARD � BATTEN — I I I I SIDING I I I I NEW I I I I I it I I I I 1 I � I I tel. r I 1 I I _ I x , NEW 4I THICK POURED CONCRETE SLABB ON 0I 0 _ _ U • I I I I I - GRADE W/ 6X6 WIRE MESH, 6 MIL �� NEW x r I I I I � r � I - - -- r ' 11 POLYETHYLENE VAPOR BARRIER. 1 I BARN GRADE GRAEGRACEGRADE I I _� I •. I I .• I N i I o I I I I I I >< Z I I m — LINE OF NEW FNDN. I I LINE OF NEW FNDN. m I I I I N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� I I I I 0 8 BARN FRONS ELEVA�fiION BARN SIDE ELEVAION SCALE: 1/4" = II-0" I 14'-0" 14'-011 0BARN FOUNDATION PLAN LARNFLOOR PIAN SCALE:I/4"=1'-0" SCALE:1/4044 12 9 NEW METAL ROOF NEW METAL ROOF i I I - —NEW BOARD t BATTEN1 SIDINGLL, LL 1 Lu n Y' NEW BOARD t BATTEN----------- c/ SIDING ATTEN --------- SIDING I II o _X I � Lu W I II i II II II 1 II II II NEW 2x8 RE @ 16 O.C. , NEW 2x8 R.R @ 16 O.C. GRADE GRADE GRADE LL GRADE �• � 0 0 I I I I I I 1 m, — LINE OF NEW FNDN. �n LINE OF NEW FNDN.---------- - NDN.— —— — — — — — NEW 2x411 CT. @ 16' O.C. 1 1 BARN FRONS ELEVATION BARN SIDE ELEVATION SCALE: 1/4" = I'-011 SCALE: 1/4" = I1-0" BARN ROOF PLAN FEENS TO PRELIMINARY DRAWINGIT REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: - -- "`� SHEET TITLE CONSTRUCTION DOCUMENTS DATE: BY: # DATE: BY: o i S0 A,9p �'�. �' IlPROPSED SHED 2 . 'c:1� m'4„?I` I-- K PROJECT NAME 5GANAPIGO RESIDENGE 750 VISTORIA DR.,SOUTHOLD,NY-11171 � 3 3 � '-•ii�t'r�1''� � • �v SHEET NO. ,z 0)"S TER 3�Y D 4 4 , �,.� RtbtFTI�NC7 4 � AND ARC HITEGTURF_, P.G. (/27/21 v v, o N.Y. I I7�1 DATE: ti SCALE: AS NOTED— cr. OTED OF � ,� d 68 WEST MAIN STREET OYSTER BA-T-,•l "� �' (516) Ci=-5Q76 (FAX) q22-6255 BY: BWL Q➢ WEB: NINKOYSTERBAYDRAFTING.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTIN6.GOM JOB NO: 20040 d i GFENFERAL BATH NOTE: 5MOKF_ ALARM 4 FIRE RE515TANOE GENERAL WINDOW NOTE5: G -NERAL L GTRIGAL NOTES: c-� �I RAL FLUMBI�I& NOTES: FRAMING DETAIL FOR HURRICANE �fiIFS NAILING SCHEDULE CAP/RE-ROUTE PLUMBING LINES A5 CARBON MONOXIDE Rr=0 IIREMENT5: - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP - WIRING METHODS SHALL BE IN ACCORDANCE WITH E3'i012 WOOD FRAME CONSTRUCTION MANUAL: TABLE 31 - REQ'D FOR NEW FIXTURES/ FIXTURE ALARM NOTE5: RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN OF THE-2010 NYS RESIDENTIAL CODE. ALLOWABLE - SHOWERS AND SHOWER/TUB COMBINATIONS NAILING SCHEDULE LOCATIONS AS SHOWN. (PER SECTIONS 8514 4 R515 OF THE - PROVIDE (1) LAYER 5/8"TH. TYPE-X STANDARDS SHEET. APPLICATIONS FOR WIRING METHODS SHALL BE IN SHALL EQUIPPED WITH CONTROL VALVES OF ACCORDANCE WITH TABLE 2701,4 OF THE 2010 NYS THE PREES5 SURE BALANCE, THE THERMOSTATIC NUMBER OF NUMBER OF 015 I.R.0) GNB ONE (1) HR RATED ON ALL MIXING OR THE COMBINATION PRESSURE JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING - PROVIDE GFI OUTLET(5) IN INTERIOR WALLS AND CEILING OF - ALL PROPOSED WINDOWS TO BE ANDERSEN "400" SERIES, MIN IS" RESIDENTIAL CODE. GENERAL INSTALLATION AND SUPPORT BALANCE/THERM05TATIC MIXING VALVE TYPES LOCATIONS AS SHOWN (TO BE - SMOKE ALARMS AS SHOWN ON GARAGE FROM FINISHED FLOOR TO TOP OF 51LL/ BOTTOM EDGE U.O.N. REQUIREMENTS FOR WIRING METH005 SHALL BE IN ROOF FRAMING VERIFIED BY OWNER). COORDINATE THESE PLANS SHALL BE INTERWIRED/ ACCORDANCE WITH TABLE E3702.1 OF THE 2010 NYS WITH HIGH LIMIT STOPS RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3AA SEE TABLE 3,4A PER RAFTER CEILING RECESSED LIGHTING, WALL INTERCONNECTED BETWEEN THE - PROVIDE (1) LAYER 5/8"TH. TYPE-X - ALL UPLIFT CONNECTORS d NAILING SHALL BE IN ACCORDANCE W/ RESIDENTIAL CODE - ALL POTABLE WATER OPENINGS AND OUTLETS CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE 3,4A SEE TABLE 3,4A PER J0157 MOUNTED VANITY LIGHTING d CEILING BASEMENT, IST FLOOR d 2ND FLOOR IN GWB ONE (I) HR RATED ON ALL SHALL BE PROTECTED BY AN AIR GAP, THESE PLANS, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL CEILING J015T TO PARALLEL RAFTER FACE-NAILED 5EE TABLE 37 SEE TABLE 3,qA EACH LAP EXHAUST VENT REQUIREMENTS N/ SUCH A MANNER THAT THE ACTUATION CEILINGS OF FIN15HED CELLAR STUD FROM FOUNDATION TO RIDGE. EACH NEN APPLIANCE FOR KITCHEN d LAUNDRY AREAS CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3.qA 5EE TABLE 3,qA EACH LAP ATMOSPHERIC TYPE VACUUM BREAKER, PRESSURE SHALL HAVE A DEDICATED CIRCUIT, MIN-20 AMP CAPACITY COLLAR TIE TO RAFTER FACE-NAILED)--- SEE TABLE 3,6A SEE TABLE 30PER TIE OWNER (ALL FIXTURES SHALL BE U.L. OF ONE ALARM WILL ACTIVATE ALL OF - ALL NEN/PROP05ED EXTERIOR WINDOWS AND GLASS DOORS (VOLTAGE A5 PER MFR'S REQUIREMENTS AS PER SECTION. TYPE VACUUM OR H05E CONNECTION BACK FLOW BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END L15TED d SUITABLE FOR BATHROOM THE ALARMS IN THE INDIVDUAL UNIT. - PROVIDE (1) LAYER 5/8"TH. TYPE-X PREVENTER RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END THE THE ALARM SHALL BE CLEARLYGWB ONE (I) HR RATED ON ALL DESIGNED TO RESIST WIND LOADS SPECIFIED IN 2015 I.R.G. FIGURES ALL "SMALL APPLIANCE RECEPTACLES" IN KITCHEN LOCATIONS). R3012(4)A d R3012(4)B AND ADJUSTED FOR HEIGHT AND EXPOSURE LOCATIONS SHALL BE WIRED TO A MINIMUM OF TWO (2) WALL FRAMING AUDIBLE IN ALL BEDROOMS OVER INTERIOR WALLS AND CEILING OF - SEPARATE SHUTOFF VALVES WILL BE PROVIDED BACKGROUND NOISE LEVELS N/ ALL AS PER TABLE R301.2.1.3. ALL UNIT5 TESTED AND APPROVED BY DEDICATED20 AMP CIRCUITS A5 PER E3801.3 OF THE-2010 TOP PLATE TO TDP PLATE FACE-NAILED 2- 16d' 2- 16d' PER FOOT - PROVIDE GEMENTITU0U5 MECHANICAL ROOM FOR EACH BATHROOM AND KITCHEN INTERVENING DOORS CLOSED. ONE INDEPENDENT LABORATORY AND HAVE LABELS POSTED FOR REVIEN RES CODE OF NY5. TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 6d 5- 6d J015T - EACH SIDE "WONDERBOARD" TILE BAGKERBOARD IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS STUD TO STUD FACE-NAILED CENTRALIZED ALARM HORN FOR ALL - PENETRATIONS THRU WALLS $ - DRAIN, WASTE AND VENT PIPING AND FITTING 2- Ibd 2- Ibd 24" O,C OR I/2" "GREENDOARD" GWB; AND APPROVED IN5PECTION AGENCY TO INDICATE COMPLIANCE WITH - PROVIDE ARG-FAULT CIRCUIT-INTERUPTER PROTECTION FOR HEADER TO HEADER FACE NAILED 16d 16d 6 O,C, ALONG EDGES SMOKE DETECTORS 15 REQUIRED. GONTINGENT,UPON OWNER FINAL FIN15H CEILINGS BETWEEN THE GARAGE AND MATERIALS SHALL COMPLY WITH TABLE TABLE TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3,5A 5EE TABLE 3,5A PER STUD ADJACENT AREAS SHALL BE REQUIREMENTS OF AAMA/NWNDA lol/1/5/2 ALL NEW CIRCUITS A5 PER SECTION E38o3.11 OF THE-2010 P3o02J(I), TABLE P3oQ2.1(2) d TABLE P3o02.3 of BOTTOM PLATE TO FLOOR JOIST BANDJOIST REQUIREMENTS, GOORD. N/ ONNER. RE5 CODE OF NY5. - CARBON MONOXIDE ALARMS AS PROTECTED BY FILLING THE OPENING THE 2015 I.R.G. ENDJOIST OR BLOCKING FACE-NAILED 2- Ibd ' 2- Ibd' PER FOOT SHOWN ON THESE PLANS SHALL BE AROUND THE PENETRATING ITEM WITH - ALL OPERABLE WINDOWS HAVING SILLS LE55 THAN 24" ABOVE THE - ALL NEW FINISHES, SURFACES, FINISHED FLOOR AND GREATER THAN -I2" ABOVE THE FINISHED - PROVIDE MIN. ONE (1) WALL SNITCH CONTROLLED LIGHTING FLOOR FRAMING ACCESSORIES$ REQ'T5 TO BE INTERWIRED/ INTERCONNECTED APPROVED MATERIAL TO RESIST THE - THE ENTIRE PLUMBING SYSTEM SHALL BE COORDINATED BETNEEN CONTRACTOR BETWEEN THE BASEMENT, IST FLOOR d FREE PASSAGE OF FLAMES d GRADE OR OTHER SURFACE BELOW ON THE BUILDING'S EXTERIOR OUTLET IN EACH HABITABLE ROOM, ALL EGRESS EXTERIOR TESTED IN ACCORDANCE WITH P2505 OF THE-2015 JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- Od PER J015T I.R.G.ND FLOOR IN SUCH A MANNER THAT PRODUCTS OF COMBUSTION A5 PER SHALL BE FITTED WITH "FALL PREVENTION DEVICES" (HAVING LOCATIONS, GARAGE DOOR LOCATION d AS ADDITIONALLY BRIDGING TO JOIST TOE-NAILED 2- 8d 2- Dd EACH END d OWNER. THE ACTUATION OF ONE ALARM WILL SECTION (`:302.5 OF THE 2015 I.R.G. OPENINGS THAT DO NOT ALLOW A 4" DIAMETER SPHERE TO PA55 NOTED PER SECTION E3803.0 OF THE 2010 RES CODE OF BLOCKING TO J015TTOE-NAILED 2- 8d 2- IOd EACH END - ALL BATHROOM CEILING EXHAUST WILL ACTIVATE ALL OF THE ALARMS IN THROUGH THE OPENINGS WHERE THE OPENING 15 IN ITS LARGEST OPEN tdYS. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 16d 4-.16d EACH BLOCK THE INDIVDUAL UNIT. POSITION) THAT COMPLY WITH ASTM F20g0 AS PER SECTION R3L22 ALL HEATING, VENTILATING AND AIR CONDITION LEDGER STRIP TO BEAM FACE-NAILED 3- Ibd 4- [Gd EACH J015T - FIRE-BLOCKING SHALL BE INSTALLED SYSTEMS AND WORK MUST BE INSTALLED IN VENTS d KITCHEN RANGE HOOD TO BE - ELEGTRIGIAN SHALL CONFIRM THAT AT LEAST ONE JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d _7775d- PER JOIST BETWEEN ALL STORIES d BETWEEN TOP OF THE 2015 I.R.C. ACCORDANCE WITH CHAPTERS 13-24 OF THE 2015 BAND J015T TO JOIST END-NAILED 3- 16d 4- 16d PER J015T VENTED THRU TO EXTERIOR WALL W/ 4" -HERM05TATE 15 PROVIDED FOR EACH SEPARATE HEATING d DIA. GALVANIZED DUCTWORK (OR STORY d ROOF SPACE. FIRE- I.R.G. AND PER ALL LOCAL RULES, REGULATION5 BAND J015T TO SILL OR TOP PLATE TOE-NAILED 2- 16d' 3- 163' PER FOOT 51ZED AS OTHERNISE SPECIFIED IN STAIRCASE BLOCKING SHALL ALSO BE INSTALLED - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR NALL5 COOLING SYSTEM AS PER THE REQUIREMENTS NOTED FOR AND SPECIFICATIONS PER THE LATEST EDITION OF I` C�NJ� Ill-.M N"r'S: IN CONGEALED SPACES OF STUD (I/2" PLYND SHEATHING, W/ SD COMMON NAILS ®6"OG EDGE d L2"OG COMPLIANCE WITH SECTION 1103 OF THE 2010 RES CODE OF ROOF SHEATHING MANUFACTURERS SPECIFICATIONS), THE NATIONAL FIRE GODS. ALL JOINTS SEALED/WRAPPED W/ FOIL WALLS d PARTITIONS, INCLUDING FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST d NY5. STRUCTURAL PANELS (PER SEG. R311.'7 OF THE-2015 I.R.G) FURRED SPACES, PARALLEL RON5 OF PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, IOd (SEE TABLE 310 TAPE. PROVIDE 4" DUCT HOOD W/ - ALL MECHANICAL SYSTEMS. EQUIPMENT DIAGONAL BOARD SHEATHING CONTRACTOR TO COORDINATE ALL LIGHTING VX 6" OR I'X 8" DAMPER; SECURE TO DUCT WORK W/ STUDS OR STAGGERED STUDS d AS THEREFORE ALL CONTINUOUS EXTERIOR NALL5 SHALL BE 2- Sd _ 2- IOd PER SUPPORT APPLIANCES ETC MUST BE LISTED AND LABELED n n MIN. 36" CLEARANCES (INCLUDING ADDITIONALLY NOTED IN SECTION CONSIDERED 5HEARNALL5 d ARE IN EXCESS OF THAT REQUIRED BY REGUIREMENTS WITH OWNER. PROVIDE ARTIFICIAL I'X 10 OR WIDER 3- 8d 3- IOd PER SUPPORT SEALANT d A5 PER MFR'S FOR LANDINGS; LANDING FACES MUST AND INSTALLED A5 PER THE MANUFACTURER'5 SPECIFICATIONS. R302.11 OF THE-2015 I.R.G. THE CODE. ALL REQUIRED SHEARWALL SEGMENTS SHALL BE A I-LUMINATION SOURCES (MIN. AVG, ILLUMINATION: 6FG) WITH SPECIFICATIONS, LISTING/LABEL AND THE GOD CEILING SHEATHING ADDITIONALLY BE AS WIDE AS MINIMUM OF 28" WIDE FOR 8'-0" HIGH NALL5, 31" FOR q'-O" HIGH, 35" WALL SNITCHES IN ALL HALLWAY5, BATHROOMS, WALK-IN PER M1303 OF THE 2015 I.R.G. GYPSUM WALLBOARD 11 - CONTRACTOR TO PROVIDE NEN - DRAFT-STOPPING SHALL BE FOR 10'-0" HIGH, d 38" FOR 11'-O" HIGH EXTERIOR WALLS AS PER THE CLOSETS, d CELLAR SPACES. REFER TO "ELECTRICAL NOTES" WALL. SHEATHING 5d COOLERS 5d COOLERS 7�� 1EDGE / 0 FIELD STAIRCASE BEING "SERVED" IF SUCH IS GREATER THAN 36 ) INSTALLED IN COMBUSTIBLE REQUIRED ASPECT RATION OF SHEARNALL SEGMENTS. SECTION ON SHEET GREENBOARD/ OR GEMENT BOARD N-I FOR ADDITIONAL ELECTRICAL REQUIREMENTS - THE MAXIMUM WATER CONSUMPTION FLOW RTES STRUCTURAL PANELS AROUND BATHTUB/ SHOVER WALL AS CONSTRUCTION WHERE THERE 15 AND QUANTITIE5 FOR ALL PLUMBING FIXTURE5NND I0d SEE TABLE 3,11 MIN. 10" TREAD DEPTH (NO USABLE SPACE BOTH ABOVE d BELOW - AS PER 2015 I.R.G., SECTION R505: FIBERBOARD PANELS PER-2015 I.R.G. 83072 DIFFERENTIAL GREATER THAN 3/8" - ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE FIXTURE FITTINGS SHALL BE IN ACCORDANCE IITH 25/37/16' — 6d ' " " THE CONGEALED SPACE OF THE ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (PAGING "WET TABLE P2701.1 OF THE-2015 I.R.G. " - 3 EDGE / 6 FIELD AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT 25/32 8d e " " - ALL PROPOSED PLUMBING WORK BETWEEN ANY TREADS) FLOOR-CEILING ASSEMBLY 50 THAT SURFACES"; IN GUARDS d RAILS; ADJACENT TO STAIRS/ RAMPS; - 3 EDGE / 6 FIELD THE AREA OF CONGEALED SPACE ADJACENT TO THE BOTTOM STAIR LANDING; FRONT DOOR CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 0 FIELD SHALL UPHOLD THE PROTECTION OF - THE WATER SUPPLY FOR DISHWASHERS 5H�L HARDBOARD 8d THE POTABLE WATER SUPPLY AS PER - MAX. -I-3/4" RISER HEIGHT (NO DOES NOT EXCEED 1,000 5F. PROVIDE SIDELIGHTS) SHALL BE PROVIDED WITH MANU8d ! 8d (SEE MANUFACTURER OR UDVERNING MUNICIPALITY AND NEPA �2. BE PROTECTED BY AN AIR AP OR INTEGRAL FUCK PARTICLEBOARD PANELS (SEE TABLE U - URER 1`24102.1 THROUGH P2g02b.1 OF THE DIFFERENTIAL GREATER THAN 5/8" DRAFT-STOPPING INTO APPROX. EQUAL INSTALLER'S LABEL, DESIGNATING THE TYPE 4 THICKNESS OF GLASS FLOW PREVENTER A5 PER SECTION P2717.1 OFfHE DIAGONAL BOARD SHEATHING . 2015 I.R.G.; PROVIDE "BACKFLOW BETWEEN ANY RISERS) AREAS A5 PER SECTION 8302.12 OF d THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS - CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, 2015 I.R.G. I'X b" OR 1"X 8" ALL WIRING FOR NEW SWITCHES, FIXTURES, AND RE-CIRCUITING 2- 8d 2- 10d PER SUPPORT PREVENTER" WITH INTERMEDIATE THE-2013 I.R.G. VISIBLE IN THE FINAL INSTALLATION. LABELS SHALL BE ACID ETCHED, " " -- - -NO VERTICAL OPENINGS IN RISERS SANDBLASTED, CERAMIC-FIRED, EM5055ED MARK, OR SHALL BE OF NECESSARY TO ALLON FOR ALL NEW WORK, ALL REWIRING I X 10 OR WIDER 3- Sd 3- IOd PER SUPPORT ATMOSPHERIC VENT. OF EXISTING FIXTURES AND LABELING OF CIRCUIT BREAKERS - THE DISCHARGE OF CLOTHES WASHING WALL SHEATHING (I.E. SPACES) GREATER THAN 4" - ALL WALL AND CEILING FINISHES A TYPE NHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING MACHINES SHALL BE THROUGH AN AIR BREAKk5 SHALL HAVE FLAME SPREAD INDEX DESTROYED. NO AFFIDAVIT LETTERS WILL BE ACCEPTED FOR C INDICATE CIRCUIT USE; FURNISH NFBU CERTIFICATE AT STRUCTURAL PANELS PER SECTION 8308 OF THE 2015 PER 1`2718.1 OF THE 2015 I.R.C. - MAX. 4"oc SPACING BETWEEN NOT GREATER THAN-200 AS PER HAZARDOUS GLAZING AS PER THE 2010 RESIDENTIAL CODE OF NEW COMPLETION OF WORK. I' OR LESS _ 8d IOd _ 6' EDGE / 12" FIELD I.R.G., MIN.24"CLEARANCE REQUIRED SECTION R302.g.1 OF THE-2015 I.R.G. YORK STATE. - PROVIDE NON ABSORBANT SURFACE AT TJ GREATER THAN I" IOd Ibd 6" EDGE / 6' FIELD IN FRONT OF SHOWER OPENING BALUSTERS; MIN. 34" TO MAX. 38" HT - CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION DIAGONAL BOARD SHEATHING HANDRAIL AND SHOWER AS PER 83072 OF THE 2015 I.R.. - F.P.S.G.-20 (GARAGE-TO-DNELL'G ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS (MASTER BATH AND QUANTITY OF LIGHTING FIXTURES AND 5WIT0HE5 I'X 6" OR I'X 8" 2- 8d 2- IOd PER SUPPORT PER SECTION 8308 OF THE 2015 — ----- -- - MIN. 6'-8" VERTICAL HEADROOM AREAS): FIRE PROOF SELF-CLOSING SHOWER; FRONT DOOR SIDELIGHTS) SHALL BE PROVIDED WITH - SPACING BETNEEN BATHROOM FIXTURES T. I'X 10' OR WIDER 3- 8d 3- IOd PER SUPPORT I.R.C., MIN 15" REQUIRED BETWEEN PRIOR TO PROVIDING BID ON PROJECT. I, NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6'O,C.AT THE PANEL EDGE, IF WALL 5HEATHING 15 NAILED 3'O.G.AT THE PANEL EDGE TO OBTAIN SECTION 302.5.1 OF THE THE 2015 THICKNESS OF GLASS d THE SAFETY GLAZING STANDARD KITH WHICH CENTER-LINE OF WATER CLOSET CLEARANCE THROUGHOUT DOOR 4"t;' MIN..20 MINUTE RATING PER MANUFACTURER'S OR INSTALLER-5 LABEL, DESIGNATING THE TYPE B _ CONTRACTOR MUST VERIFY WITH HIS LICENSED COMPLY KITH FIGURE 830'7.1 OF THE 2015 I.R.0 HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALLl,R.G. BE USED TO MAINTAIN THE WAD PATH. (TOILET) AND ADJ. NALL5 OR OTHER FLEC.TRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 2, WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT, DOUBLE FRAMING ALL-AROUND (APPROVED ALT: SELF-CLOSING SOLID IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL INSTALLATION. LABELS 3. CORROSION RESISTANT II GAGE ROOFING NAILS f ib GAGE STAPLES ARE PERMITTED,CHECK IHC FOR ADDITIONAL REQUIREMENTS. FIXTURES, d MIN 21" CLEARANCE REQ-0 WOOD ODOR MIN 1-3/8" THICK) SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EM5055ED REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. IN FROM OF WATER CLOSET (TOILET). - CONTRACTOR SHALL V.I.F. ALL MARK,OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE GENERAL L I GHTI NCS NOTES ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS t AT EVERY WALL STUD � RISER/ TREAD DIMENSIONS d TOTAL - F.P.S.C. 45 FOR MECHANICAL ROOM REMOVED WITHOUT BEING DESTROYED. NO AFFIDAVIT LETTERS WILL - CONTRACTOR TO VERIFY LOCATIONS OF MASTS, METERS, SUB-PANELS, ETC. FOR RELOCATION AS REQUIRED FOR THE CONTRACTOR TO COORDINATE ALL LIGHTING R15ER QUANTITY AT START OF "LIGHT DOOR INTO DWELLING/CELLAR BE ACCEPTED FOR HAZARDOUS GLAZING A5 PER SECTION 8308 OF PROJECT. CONTRACTOR MUST AL50 NOTIFY THE ARCHITECT REQUIREMENTS WITH OWNER. PROVIDE ARTIF14AL GFENTRAL. A/C CONSTRUCTION" d PRIOR TO THE 2015 I.R.G. OF LOCATION5 IF NOT 5HOWN ON PLANS, PRIOR TO ILLUMINATION SOURCES (MIN. AVG. ILLUMINATIO: 1, - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON �I FABRICATION; COORDINATE ALL COMMENCEMENT OF WORK d BIDDING 6FG) WITH WALL 5WI70HE5 IN ALL HALLWAY5, DESIGN STANDARDS SHEET. �toT S; INFORMATION/ DESIGN APPROVALS BATHROOMS, WALK-IN CLOSETS, d CELLAR SRCE5. 2. - ALL EXTERIOR WALL5 ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2" PLYWD SHEATHING, W/'8D COMMON NAILS Woc EDGE WITH ONNER REFER TO "ELECTRICAL NOTES" SECTION ON 5EET 12'oc FIELD AS SPECIFIED IN SECTION 3,4,4,2, IN THE AMERICAN FOREST t PAPER A550CIATION WOOD FRAME CONSTRUCTION MANUAL THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALL5 t ARE IN EXCESS OF THAT N-I FOR ADDITIONAL ELECTRICAL REQUIREMEt`'S ' I. PROVIDE "WHOLE HOUSE" REQUIRED BY THE CODE, ALL REQUIRED SHEARWALL 5EGMENT5 SMALL BE A MINIMUM OF 28" WIDE FOR 6-0" HIGH WALLS, 31" - BUILDER SHALL FIELD-VERIFY FOR q'-0" NIGH, 35" FOR 10'-0' NIGH, 4 38" FOR II'-0" NIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF MECHANICAL VENTILATION SYSTEM LOCATIONS OF INSULATED NALL5 THAT MEETS THE REQUIREMENTS OF ABUTTING PG FOUNDATION/ STAIRCASE LL ELECTRICAL WORK SHALL BE CONFINED O SHEARWALL SEGMENTS, SECTION M1507.3 OF THE 2015 I.R.G., ON CELLAR, FIRST d SECOND STORY THE SPACE AND LOCATION ALLOWED FOR IT, IND 3, -ALL UPLIFT CONNECTORS t NAILING SHALL BE IN ACCORDANCE WI/ DETAILS SHOWN, ALL LOAD PATHS SHALL BE AT EVERY CAPABLE OF SUPPLYING OUTDOOR LEVEL IN REGARD TO FUR-OUT SHALL BE IN STRICT CONFORMANCE TO THE EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. VENTILATED AIR OF 15 GllBIG FEET REQUIREMENT @ CELLAR LEVEL d NATIONAL ELECTRICAL CODE, GOVERNING 4, -ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF THE RCNY5, ALL PER MINUTE (CFM) (78 L/s) PER MINIMUM 3'-0" WIDTH STAIR MUNICIPALITY AND NFPA 72. NEW FIREPLACES ARE TO BE PROVIDED W/ ASN DUMPS t FRESH AIR INTAKES, 5, -ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS, NO RETAINING SCREEN REQUIRED PROVIDE (3) N VENT HOLES OCCUPANT ON THE BASIS OF TWO REQUIREMENT (SINGE CELLAR STAIR IS - CONTRACTOR SHALL INSTALL, AS PER ONNEPS AROUND SKYLIGHT, OCCUPANTS FOR THE FIRST BEDROOM "CONTAINED" UNDER FIRST STORY DIRECTION, ALL WIRING FOR NEW SNITCHES, 6, -ALL WINDOWS t DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E 19% t 1886 AS I ONE OCCUPANT FOR EACH STAIR PERIPHERY). COORDINATE FIXTURES, AND RE-CIRCUITING NECESSARY TO MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE: FOR IMPACT RESISTANCE IN HOMPH WIND ZONES, CONTRACTOR ADDITIONAL BEDROOM. GENERAL FINAL STAIR LOCATIONS d ALLOW FOR ALL NEW WORK, ALL REWIRING OF TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE DOORS PROVIDE CONTRACTOR TO COORDINATE POSITIONING WITH STAIR EXISTING FIXTURES AND LABELING OF CIRCUIT ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2"th PLYWOOD STRUCTURAL PANELS, SHALL BE BREAKERS TO INDICATE CIRCUIT USE; FURNISH NFBU PROVIDED FOR EACH WINDOW t DOOR OPENING NOT EXCEEDING 8-b1 a (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND CONTROL ZONE REQUIREMENT T MANUFACTURER STAIR OWNER. SUBCONTRACTOR PRIOR TO A MIN OF 6" BEYOND THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION t SHALL BE;LABELED W/ THE FABRICATION d INSTALLATION IN CERTIFICATE A7 COMPLETION OF WORK. CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION, t SHALL BE -2.. GENERAL CONTRACTOR SHALL FIELD. REGEFTAC.,LE L ACCOMPANIED BY ENOUGH 2-1/2" 98 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12100 AROUND - CONTRACTOR SHALL VERIFY WITH THE OWNER, PERIPHERY OF PANELS, WHEN FASTENING TO MASONRY WALLS VIIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 4g01bs INSTALL ALL CENTRAL A.G. LOCATION AND QUANTITY OF LIGHTING FIXTURES WITHDRAWAL CAPACITY), ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE SPECIFICATIONS. GENERAL FOUNDATION EQUIPEMENT A5 PER MANUFACTURER'S RECEPTACLE LOCATIONS SHALL CO LY WITH SECTION E3g01,2 / FIGURE E3g01.2 � AND 5WITGHE5 PRIOR TO PROVIDING BID ON HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS, PROJECT. 7, -ALL RAILINGS t GUARD RAILS SHALL BE BETWEEN 36" t 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE W/ 8315,2, t CONTRACTOR SHALL PROVIDE SECTION E3q01.4/ FIGURE E3g01.4 F THE 2015 I,R,C, '21-011 II NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PA55AGE OF A 4" 0 SPHERE,1 UNLE55 IT 15 THE V151TNG BUILDING INSPECTOR WITH REN�ENTS: ♦ l - CONTRACTOR MUST VERIFY WITH H15 LICENSED 21 y�11 2'-6" 11-011,21_-_0_" i OUTLET NOT REQUIRED �_ I TRIANGULAR OPENING FORMED BY THE RISER TREAD 4 BOTTOM RAIL - WHERE A SPHERE 6 IN m MAY NOT PASS THROUGH, FACTORY LITERATURE/ GUT SHEETS V - "-- ` - •- - - X C 12" --- O .�— . I � ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SPECIFIC TO INSTALLED CENTRAL -ALL SPECIFIED P.G. FOUNDATIONS __ - IPMENT AND VERIFY WHETHER COMPLY W/ 2015 I.R.G. CODE R404.1.1 1,=I, -i I_' I OUTL_ET_WITHN OUTLET WITHN �i SERVICE IS REQUIRED FOR TH15 PROJECT PRIOR A.G. EQU _ - i THE INSTALLATION MEETS THE AND 8403 GFI GFI GFI GF `r1 \ 24° 24" FIXED PANEL TO SUBMITTING A BID. POSTING NOTES: u..- - I I I MANUFACTURER'S REQUIREMENTS IN _ x - CONTRACTOR TO VERIFY LOCATIONS OF MA5T5, REGARD TO INSTALLATION -ALL SPECIFIED P.G. FOOTING COMPLY - - __ __ I. 'RO�/IDE SIMPSON STRONGTIE ZMAX GALV. POST STAND-OFF BASE AT o --}--- FLOOR- METERS, SUB-PANELS, ETC. FOR RELOCATION AS W/2015 I.R.G. CODE R403.1 REQUIRED FOR THE PROJECT, CONTRACTOR MUST ALL "POST TO FTG OR FOUNDATION" CONNECTIONS (UNLESS POSTS BEAR CLEARANCES, STRUCTURAL -�..--- RECEP C E ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF DOWN ON EXISTING WOOD SILL PLATE; V.I.F.) SUPPORT/AFFIXMENT d ADHERENCE - FOUNDATION WALL TO EXCEED 4" NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT TO MANUFACTURER'S REQUIREMENTS ABOVE ADJACENT FINISHED GRADE A5 .-_011---, ° OF WORK d BIDDING 2. POSTING FOR HEADERS ABOVE DOORS WINDOWS (I.E. GARAGE FOR FIRE-RESI5TIVE MATERIALS IF PER 8404.1.6 OF THE 2015 I.R.G. -- r _ REQUIRED (BY THE MANUFACTURER) IN - c) SINK, RANGE OR COUNTER MOUNTED o - - DOOR OPENINGS) NOT SHOWN U.O.N.; PROVIDE (GING/JAGS STUD "POSTING" VICINITY OF THE CENTRAL A.G. __ �`=- 1 COOKING UNIT EXTENDING FROM FACE cam, j cel DOWN TO EXISTING WOOD SILL PLATE. INSTALLATION NALL5, FLOOR d o, 0F COUNTER 5. VERIFY IN FIELD ALL POST, FAGGED STUD 4 LALLY COLUMN LOCATIONS ROOF. CAU_ ----- -y NY PAN OUTLET NOT PRIOR TO INITIATING WORK. ALERT THE ARCHITECT ® 516.C122.5gl6 OF S. PROVIDE MIN. ONE (I) CEILING DO OUTLET WITHIN 24" �, REQUIRED --------- I RECEPTACLE A DISCREPANCIES AS THIS MAY AFFECT BEAM LEN&THS. RECESSED I'XI' AIR SUPPLY DIFFUSER; it-on X C 1811 ` WHITE TRIM IN EACH FIRST d SECOND "--� OQ ` -� j 4. 5TUD5 SHALL BE A MIN.. OF NO. 5 GRADE, STANDARD OR STUD GRADE STORY ROOM AND HALL LOCATIONS. _ I LUMBER AS PER SECTION 86022 OF THE 2015 I.R.G. 4. PROVIDE "WHOLE HOUSE" AIR i 7 1 7 ( o RETURN CEILING RECESSED VENT(5); �I CONTRACTOR TO COORDINATION GFI GFI G Z ---- - - --- I-oil 1-011 12 LOGATION(S) WITH OWNER. A +-I SHEET TITLE4 1-09 1-011 -- --- -- -� - — I i E3qOl , 2 PROJECT NAME 5. GENERAL CONTRACTOR 5HALL F 5GA4NAPIGO RESIDENCE IR SUPPLY AND �f o! A 750 VISTORIA� DR.SOUTHOLD,NY-11q 11 COORDINATION ALL A G U E EVA RETURN LINE5/RUNS WITH CENTRAL GENERAL USE RECEPTACLE DISTRIBUTION OYSTER 5AY DRAFTING SHEET N°. A.G. 5UB-CONTRACTOR. SINK, RANGE OR COUNTER MOUNTED �,.• AND ARCHITECTURE, P.G. DATE: 3-18-20 a➢ COUNTERTOP RECEPTACLES COOKING UNIT MOUNTED IN CORNER �' Y' f«fi �' 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 scALE: ,45 NOTED p1` �d p° (516) 122-515176 (FAX) q22-6.235 I3Y:1 M.M. WEB: WWW.0Y5TERBAYDRAPTIN6.00M EMAIL: ARCHITECT®oY57ERBAYDRAFTIN6.C.OM IJOE3,NO: 20040 j� : PMS TABLE R602,3(l) CONTINUED TABLE R60.3(l) REFERENCE STANDARDS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CLIMATIC GEOGRAPHIC DESIGN CRITERIA DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF DESCRIPTION OF BUILDING ELEMENTS NUMBER 4 TYPE OF SPACING OF ALL INFORMATION 4 SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS NORMAL BUILDING PRACTICES 4 REFERENCES THE FOLLOWING PUBLICATIONS - FASTENER (o,b,c) FASTENERS FASTENER (n,b,c) FASTENERS SUBJECT TO DAMAGE FROM 2020 INTERNATIONAL RESIDENTIAL CODE (2020 I,R.C.) GROUND SEISMIC WINTER ICE BARRIER MEAN WIND DESIGN 2020 I,E.C,C, . ROOF FLOOR 0 2020 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN DE51GN FLOOD AIR FREEZING ( ) SNOW LOAD FR05T LINE UNDERLAYMENT ANNUAL I BLOCKING BETWEEN CEILING J015T OR RAFTERS TO TOP PLATE 4-8d BOX (22" X 0.113') OR TOE NAIL 25 2" PLANKS (PLANK AND BEAM - FLOOR AND ROOF) 3-Ibd BOX (32" X 0,135'); OR AT EACH BEARING, " 2018 A,F,P,A,/ W,F,C,M, CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS (NDIX TEMP SPEED (MPH) TOPGRAPHICAL SPECIAL WIND WIND-BOURNE 3-8d COMMON (22' X 0,131); OR 2-I6' COMMON (32" X 0,132") FACE NAIL " CONSTRUCTION MANUAL FOR ONE t TWO FAMILY DWELLINGS 2015ed EFFECTS REGION DEBRIS ZONE 3-10d BOX (3' X 0,128'); OR I ENERGY CODE 2018 OF NEW YORK STATE FOR SUFFOLK COUNTY 30 lbs/sgft B SEVERE 3' TOMODEPYES NFP ( 1500 45'F 125 mph YES NO IMI. C,M,N,W,L, 3-3"X0131" NAILS 26 BAND OR RIM JOIST 3-I6d COMMON (31' X 0,162") END NAILWEAVT 2 CEILING J015T TO TOP OF PLATE 4-8d BOX (22' X 0.113') OR PER JO15T,TOE NAIL 4-I0d BOX (3' X 0,128'), OR 3-$d COMMONX (3 (22' X 0,130 OR 4-3' X 0.14 G NAIL; OR LE &ENERAL CONTRACTOR FRAMING NOTES 3-I0d BOX (3" X 0,I28"); OR 4-3 X 14 GA, STAPLES, + M n WALL BRACING ADJUSTMENT FACTORS BY �OT �J; I, -AN SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS GIRDERS OR 3-3'X0131' NAILS � CROWN 3 CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-8d BOX (22" X 0.113') OR FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS, 2 LUMBER LAYERS 20d COMMON (4 X OJ92 ); OR NAIL EACH LAYER AS ROOF COVERING DEAD LOAD ' CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PARTITIONS (SEE 8802,3,1 8802,3,2 AND TABLE 8602,5,1(9)) 3-I6d COMMON (32' X 0,162); OR FOLLOWS: 32 O,C, AT PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3,4,4,2.. TO DETERMINE THE APPROPRIATE 51ZE AND STRENGTH ROOF/CEILING ROOF/CEILING 2, -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 850 18. -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE, R802,3,2, 4-3' X O,I31" NAILS TOP AND BOTTOM WALL SUPPORTING DEAD LOAD DEAD LOAD ' VERIFY ALL PITCH ANGLES PRIOR E=1,600,000 P,S,I,, DOUGLAS FIR LARCH N0, 2, STAGGERED COMMENCEMENT OF WORK, ANY DISCREPANCY WITH Iq. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO „ n 15 P5F OR LE55 25 P5F 3, -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20, -PROVIDE (3) 1-0 VENT HOLES AROUND SKYLIGHTS, 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE TABLE 802,5(9) FACE NAIL IOd BOX (3 X 0.126"); OR 24 O.C. FACE NAIL AT ANGLES, CONTRACTOR MUST PROVIDE THE THICKNESSES OF EXTERIOR SHEATHING TO BE 1/2" MIN AND 3/4" MIN FOR 21, -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO SECTION 802,3.1, 802.3.2 AND TABLE 802.5(9)) 3' X 0,131' NAILS TOP AND BOTTOM ROOF ONLY 1 1,0 11,2 CORRECT ANGLE IN ORDER TO MATCH ELEVATIONS. SUB-FLOORING, UNLESS OTHERWISE NOTED, THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS, 5 COLLAR TIE TO RAFTER, FACE NAIL OR I4" X 20 GA, RIDGE STRAP TO 4-I0d BOX (3' X 0,128"); OR FACE NAIL EACH STAGGERED ON ROOF PLUS ONE STORY I,0 1 I VERIFY ALL FIELD CONDITIONS PRIOR TO 4, -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22, -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF OPPOSITE SIDES CONSTRUCTION. GALVANIZED, 7'-00 RAFTER 3-Od COMMON (3' X 0,148'} OR RAFTER 5, -PROVIDE CRO55-BRIDGING OR 50LID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS, 23, -ALL RISERS TO BE A MAXIMUM OF 8 1/4" AND ALL TREADS TO BE A MAXIMUM 0 4-3' X 0,313" NAILS AND: AT EACH JOIST OR U F 'g I„ 2 TOE NAILS ON ONE 2-20d COMMON (4' X O,Ig2");OR RAFTER FACE NAIL - ALL CONNECTION DETAILS DESIGNED FOR WORST CEILINGS, AND ROOFING. IN DEPTH WITH A NOSING BETWEEN 3/4" AND 1114" PROJECTION, R15ERS AND TREADS 6 RAFTER OR ROOF TRUSS TO PLATE 3-I6d BOX (3p X 0,135) OR : SIDE AND I TOE NAIL 3-IOd 80X (3" X 0,128`); OR , CASE SCENARIO; CONTRACTOR SHALL ALERT 6. -JOISTS SUPPORTING PARALLEL PARTITIONS SPACED APART TO PERMIT THE PASSAGE 5HALL NOT DEVIATE MORE THAN 3/8 THROUGHOUT THE ENTIRE RUN, MINIMUM WIDTH 3-I0d COMMON (3' X 0,1480); OR ALLOWABLE- DEFLECTION OF STRUCTURAL OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM I6 INTERVALS ON OF STAIRS TO BE 36", ' 4-10d BOX (3" X 0,128"); OR ON OPPOSITE 51DE OF 3-3 X 0,131 NAILS ARCHITECT IF SUBSTITUTIONS ARE INTENDED (ALL BEARING PARTITIONS AND 32" INTERVALS ON NON BEARING PARTITIONS, 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 4-3" X 0,131" NAILS EACH RAFTER OR 28 LEDGER STRIP SUPPORTING JOIST OR RAFTERS4-16d BOX (32' X 0,135'); OR AT EACH JOIST OR MEMBERS' CHANGES MUST MEET THE 2015 WFGM MANUAL 7. -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE, TRUSS 3-Ibd COMMON 31' X 0,162");OR RAFTER, FACE NAIL ALLOWABLE YORK STATE, 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36" HIGH AND MUST BE PROVIDE AROUND ( 2 STRUCTURAL MEMBERS DEFLECTION - ALL MIGORLAMS (ML) ARE BOISE VERSA-LAM 8, -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE IS OR HIGHER THAN ADJACENT SURFACES, AND FOR ALL 7 ROOF RAFTERS TO RIDGE, VALLEY OR NIP RAFTERS OR ROOF RAFTER 4-I6d (32' X 0.135'); OR TOE NAIL „ „ „ 4-I0d BOX (3 X 0.125'); OR PARTITIONS A TO MINIMUM 2" RIDGE BEAM 3-I0d COMMON (3 X O.I62');OR 4-3° X 0131" NAILS RAFTERS HAVING SLOPES GREATER L/180 " ROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER, 2,800 PSI 4 1.75 WIDTH (UNLESS NOTED OTHERWISE) OR FIXTURES, 4-I0d BOX (3" X 0,128"); OR n 3� 26. -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION 2q BRIDGING TO J015T 2-10d (3 X 0,128 ) EACH END TOE NAIL THAN X12 WITH NO FINISHED CEILING q. -MICROLAM BEAMS DESIGNATED WITH AN 'ML' OR 'LVL' NOTATION SHALL HAVE A WORK. 3-3' X 0,131" NAILS „ DESCRIPTION OF NUMBER 4 TYPE OF FASTENER (o,b,c) SPACING OF FASTENERS ATTACHED TO RAFTERS - CONTRACTOR TO FIELD VERIFY EXISTING MINIMUM WIDTH OF 13/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2800 27, -NEW WORK 5HALL TIE IN AND LAP INTO EXISTING 50 A5 TO PREVENT LEAKAGE, LOAD-BEARING/ STRUCTURAL CONDITIONS/ JOIST PSI, 28, -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. 24d COMMON 3-Ibd BOX N X(32 X 0,1 0, 1 X 0.162 );OR OR END NAIL BUILDING ELEMENTS EDGES INTERMEDIATE INTERIOR WALL PARTITIONS H/180 DIRECTIONS UPON START OF „LIGHT„ WORK I0, -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAILS 2q, -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS „ 3-IOd BOX (3" X 0,128"); OR (INCHES)h SUPPORTS c,e FLOOR AND PLASTERED CEILINGS L/360 (REMOVAL OF WALL FINISHES/ SUBSTRATES); ALERT @ ib OC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2 CLEARANCE TO EDGES, 30, -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, INCHES TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES, ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS, FLASHING TO BE PROVIDED AT HIPS, RIDGES, 3-3" X 0,131" NAILS (INCHES) ALL OTHER STRUCTURAL MEMBERS L/240 ARCHITECT OF ANY DISCREPANCIES BETWEEN THRU BOLTED WITH THE SAME PATTERN, WOOD STRUCTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL EXTERIOR WALLS. - PLASTER OR H/360 APPROVED PLANS d EXIST. CONDITIONS 11. -WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECCHANGES TIONS SATO HAVE EE,FLASGABLE ENDS AND TOP'OF FOUNDATION WALLS. WALL FLASHING TO EXTEND 8 IN EACH DIRECTION, ALL SHEATHING TO FRAMING (SEE TABLE R602,3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING STUCCO FIN15N IMMEDIATELY CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED, 8 STUD TO STUD (NOT AT BRACED WALL PANELS) Ibd COMMON (32" X 0.162 ) 24° O,C, FACE NAIL EXTERIOR WALLS - WIND LOADS L/240 RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31, -ALL INTERIOR LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION, ( ) WITH BRITTLE FINISHED - PROVIDE VALLEY FLA5HING a ALL VALLEYS; APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION 5HALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE IDd BOX (3° X 0,128"); OR 16" O,C, FACE FAIL 30 �" - � bd COMMON (2" X 0,113") NAIL SUBfL00R WALL i 6 12 I2, -PROVIDE A MIN OR 2" CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED, TNICKNES�S AS SHOWN ON DRAWINGS, STAPLE PADS ON FOIL OVER FRAMING. EXTERIOR WALLS - WIND LOADS L/120 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 114 OF THE TOTAL 3' X 0.131' NAILS 8d COMMON (22 X 0,131') NAIL (ROOF) PROVIDE STEPPED FLASHING (P ALL WALL/ SLOPE G, q STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS I6d COMMON (32' X 0,162'): OR 12' O,C, FACE NAIL 31 ?" - 1" 8d COMMON (22' X 0,131") NAIL 6 12 WITH FLEXIBLE FINISHES ROOF INTERSECTIONS; GOR-A-VENT FLA5HING AS LENGTH OF THE WAIL, NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS, (AT BRACED PANELS) 3" X 0,131 NAILS 32 1�' - 14" IOd COMMON 2 X 0,148" NAIL; REO'd 14, -PROVIDE "CATS" AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET LOAD TABLES IM COMMON (32" X 0,162") 16" O.C. FACE NAIL (A ) OR 6 12 HIGH, ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0" IS 8d 2 X 0,131 DEFORMED NAIL - ALL FASTENERS/ CONNECTORS U5ED IN TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT LIVE LOAD DEAD LOAD 10 BUILT-UP HEADER (2' TO 2" HEADER WITH SPACER) IM COMMON (32" X 0,162") 16' O.C. EACH EDGE OTHER WALL SHEATHING g i CONNECTION W/ AGO NO. SHALL BE SIMP50N INTERVALS NOT EXCEEDING 8'-0', NO WALL STUDS MAY BE LONGER THAN II'-2", ROOFS 45 LBS PER SOFT 20 LBS PER SOFT MINIMUN UNIFORMLY DISTRIBUTED LIVE 15, -DOUBLE FULL 5TU05 TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN FACE NAIL In �n c "ZMAX" RATED EXTERIOR WALLS AND BEARING PARTITIONS, ALL HEADERS UNDER 3'-0" TO HAVE UNCOVERED DECKS / BALCONIES 60 LB5 PER SOFT _20 LBS PER SOFT 1' I2" O.C, EACH EDGE 33 " STRUCTURAL CELLULOSIC i� GALVANIZED ROOFING NAIL, HEAD DIAMETER OR 3 6 LOADS (P�F) SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS, q FEET AND OVER TO HAVE CEILINGS W/O ANTIC 10 LBS PER SOFT 15 LBS PER SOFT I6d BOX (32 X 0,135 ) FACE NAIL FIBERBOARD SHEATHING 1" CROWN STAPLE IG GA,, 14° LONG - CONTRACTOR TO COORDINATE FINAL LEADER TRIPLE A --- -- -- - - - USE LIVE LOAD / JACK STUDS, CEILINGS WITH ,ATTIC _ _35 LBS PER SOFT 15 LBS PER SOFT 11 CONTINUOUS HEADER TO STUD 8-IM BOX (22' X 0.113'); OR TOE NAIL 34 ° STRUCTURAL CELLUL051C 14" GALVANIZED ROOFING NAIL, I' HEAD DIAMETER OR 3 b GUTTER REGUIREMENT5 $ LOCATIONS 16, -ALL INTERIOR D005 TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPRIATE ----- - 40 4-8d COMMON (22' X 0,131')= OR FIBERBOARD SHEATHING I" CROWN STAPLE 16 GA,, I4' LONG UNINHABITABLE ATTIC WITHOUT STORAGE 10 HARDWARE, CONTRaTOR 5HALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5, -- - -- - - -__._LBS PER SOFT 20 LBS PER SOFT " " n - CONTINUOUS GUTTERS 8 LEADER SYSTEM W/ 17, -ALM HEADERS NOT5HOWN ON PLANS p0 BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LBS PER 50FT 20 LB5 PE_R_SOFT _ 4-I0d BOX (3 X 0,128 ) 35 GYPSUM SHEATHING d II' GALVANIZED ROOFING NAILt STAPLE GALVANIZED, 7 7 UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 SPLASH BLOCKS TO BE COORDINATED BETWEEN 3-0, (2) 2X10 FOF`5PANS UP TO 6-0, AND (2) 2X12 FOR SPANS UP TO 8-0 , RAILINGS 200 LAT AND VERT 12 TOP PLATE TO STUD 16d COMMON (32" X 0.162") 16, O,C, FACE NAIL II' LONG, 14' SCREWS, TYPE W OR 5 HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 CONTRACTOR 4 OWNER /' IOd BOX (3" X 0,128'); OR 12' O,C, FACE NAIL 36 " GYPSUM SHEATHING d Q,I GALVANIZED ROOFING NAIL: STAPLE GALVANIZED, 7 7 BALCONIES (EXTERIOR) DECKS 40 JL PLATE DETAIL, 3" X 0,131' NAIL Ij" LONG, 14' SCREWS, TYPE W OR 5 FIRE E5CAPE5 40 - PROVIDE CONTINUOUS RIDGE VENTS FOR ALL NEW 13 DOUBLE TOP PLATE SPLICE FOR 5DC15 A-D2 WITH SEISMIC BRACED 8-Ibd COMMON (312 X 0.162');OR FACE NAIL ON EACH ROOF RIDGES WALL SPACING < 25' 12-16d BOX (32" X 0,135'); OR SIDE OF END JOINT WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING GUARDRAILS AND HANDRAILS 200 12-I0d BOX (3" X 0,128"); OR (MINIMUM 24' LAP 37 4" AND LE55 M DEFORMED (2' X 0,120') NAIL; OR 6 12 GUARDRAILS IN-FILL COMPONENTS 50 - PROVIDE ICE 4 WATER SHIELD FROM FASCIA d 12-3' X 0,131" NAILS SPLICE LENGTH EACH 8d COMMON (22' X 0,131') NAIL PASSENGER VEHICLE GARAGES 50 WITHIN 2 HORIZ. DISTANCE FROM THE INTERIOR SIDE OF END JOINT) I (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + 4 SIDE OF THE EXT. WALL; TTP. FOR ALL NEW ROOFS, ( ) BEAMS + 5157ERING TO EXISTING DOUBLE TOP PLATE SPLICE FOR 5DCS DO, DI, OR D2; AND BRACED 12-16d (32" X 0,135') 1 38 " - I" 8d COMMON (2 X 0,131') NAIL; OR b 12 ROOMS OTNEI THAN SLEEPING ROOMS 40 ALL TO COMPLY WITH SECTION RQ05.1.2 OF THE STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES WALL LINE SPACING ) 25' 1r r PAD SIDE OF &M Sd DEFORMED (22 X 0,120 ) NAIL SLEEPING ROO.15 � 30 2015 I.R.C. IF REQUIRED O y`4x Lx Lx 'x rX Ir n I6 O,C. FACE NAIL it _ 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT I6d COMMON (3� X 0.162 ) 3q I8 14" IOd COMMON (3" X 0,148") NAIL; - `` J --- BRACED AT WALL PANELS � � " OR 6 12 STAIRS 40 ATTACH SNEEROCK T, I _ ,� r 4 �#, Ibd BOX (3 X 0,135 ); OR 8d DEFORMED (22` X 0,120') NAIL f ' 12 O.C. FACE NAIL - ALL LOAD PATHS FROM FOUNDATION TO ROOF112'0 3" X 0,131' NAILS THRU BCTS-��'" t_` n 15 BOTTOM PLATE TO JOIST, RIM JOIST BAND JOIST OR BLOCKING (AT 3-I6d BOX (32' X 0,135"); OR 3 EACH @ 16" O.C, TABLE R602,3(1) FASTENING SCHEDULE ARE CONTINUOUS 8 AT EVERY WALL STUD JOIST, A, NAILS ARE OMMON BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED, NAILS USED FOR FRAMING AND SHEATHING C BRACED WALL PANEL) 2-Ibd COMMON (3 X 0,162");OR 2 EACH @ I6" O.C. CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 SHANK DIAMETER OF INCH 20D COMMON % SECTIONS 4 EACH @ I6" O.C. ( - FIELD CUT ENDS, NOTCHES B DRILL HOLES / 4-3" X 0,131" NAILS NAIL), OD.K51 FOR SHANK DIAMETERS LARGER THAN 0,142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 K51 FOR SHANK WOOD MEMBER ----' CONDITIONS SHOWN THROUGH PRESERVED-TREATED WOOD SHALL BE %� I6"oc 16"oc 16"oc 16"ac VARIOUS C 16 TOP OR BOTTOM PLATE TO STUD 4-8d BOX (21 X 0,1131), OR TOE NAIL DIAMETERS OF 0,142 INCH OR LESS (SEE PLANS FIR SIZES) --- -- ------------- r I„ „ B, STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 NCH ON DIAMETER CROWN WIDTH TREATED IN THE FIELD IN ACCORDANCE WITH AWPA ; 3-I6d BOX (32 X 0.135"); OR C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER, UI (5r-.TN R 31 .1); SEE SECTION R31-7 OF THE 2015 �K 4-8d COMMON (22' X 0,131"); OR D, FOUR-FOOT BY 8-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY STEEL PLATE '0 EQUAL- c a 4-10d BOX (3' X 0,128"); OR I.R.G. re PROTECTION AGAIN5T DECAY DEPTH OF ADJCENT BEAMS j E. SPACING OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE R602.302) 4-3° X 0,131" NAILS F, WHERE THE ULTIMATE DE51GN WIND SPEED 15 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF (SEE PLANS FGA SIZES) 0 3-I6d BOX (22" X 0,113'); OR END NAIL SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER, WHERE THE ULTIMATE DE51GN WIND SPEED 15 - OWNER SHALL COORDINATE THE USE OF A 3-I6d COMMON (3" X 0.135');OR GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE 5UPPORT5 SHALL BE SPACED 6 INCHES ON PROFESSIONAL "TERMITE BAITING SYSTEM", 1_1_,� ELEVATION 4-IOd COMMON (3' X 0,128"); OR CENTER FOR MINIMUM 48-INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALL5; 4 INCHES ON CENTER TO FRAMING PROPERLY LABELED INSTALLED/ MAINTAINED G, GYPSUM SHEATHING SHALL CONFORM TO ASTM C 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD NOTCH-ZINC DRILLING DETAIL, 0 ��AA��MM [Mj�[ 3-3" X 0,131" NAILS SHEATHING SHALL CONFORM TO A5TM C 208 H, SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL ACCORDING TO SUCH LABELING; SEE 8318 OF THE L F R \P�tJVD FRAME MEMBERS 17 TOP PLATE, LAPS AT CORNERS AND INTERSECTION 3-I0d BOX (3" X 0,128"); OR FACE NAIL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY, SPACING OF FASTENERS ON .2015 I.R.G. re PROTECTION AGAIN5T 2-I6d COMMON (32' X 0,162°);OR ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING, BLOCKING OF SUBTERRANEAN TERMITES " n ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED �- 3-3 X 0,131 NAILS cn BY OTHER PROVISIONS OF TH15 CODE, FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING, WHERE A --- 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX 21' X ,0113' OR FACE NAIL o II3 OF SPAN I/3 OF SPAN I/3 OF SPAN, 1 � )� RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON O LL- -----�'--------� ---- 2-8d COMMON 21' X 0,131" ; OR o NO NOTCHES OR ( 2 ) ONE SIDE OF THE RAFTER AND TOE NAILS FROM L THE CEILING J015T TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE 2-IOd BOX 3" X 0,128" ; OR Z' +- 'HOLES PERMITTED; < 1/3 DEPTH OF JOIST ( ) NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED � w 2 STAPLES 14' �I Q Iq I' X 6' SHEATHING TO EACH BEARING 3-8d BOX (22' X ,0113'); OR FACE NAIL MINIMUM SPECIFIED COMPRESSIVE STRENGTH 2-8d COMMON (22 X 0,131"), OR TABLE 8402,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE WEATHERING POTENTIAL 2-I0d BOX (3" X 0,128"); OR TYPE OR LOCATION OF CONCRETE INSTRUCTION NEGLIGIBLE MODERATE SEVERE ( I/4 DEPTH OF JOIST 2 STAPLES I' CROWN 16 GA, _. x_. 3� BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE EXPOSED TO THE WEATHER 2,500 2,500 21500 _ I4 LONG BASEMENT 5LAB5 AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 21500 2,500 --STUD 20 1° X 8' AND WIDER SHEATHING TO EACH BEARING 3-8d BOX 21' X ,0113' ; OR FACE NAIL Q PROVIDE A MIN OF 2" SEPARATION-- \ < 1/6 DEPTH OF JOIST ( � ) BASEMENT WALLS, FOUNDATIONS WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 31000 31000 w I' 131" OR EXPOSED TO THE WEATHER � � BETWEEN HOLES 4 NOTCHES FROM / 2-Sd COMMON (22 X 0, ); L-_ u-, - NbTCNES ARE NOT PERMITTED IN 2-I0d BOX (3� X 0,128"); OR PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS 2,500 3,000 3,500 �'v W I --( 1/4 DEPTH OF STUD EACH OTHER FROM THE ENDS OF THE SAME LOCATION AS HOLES 2 STAPLES, I CROWN 16 GA, 0,0 0. MEMBERS FLOOR JOIST 14° LONG CLASS OF MATERIAL LOAD BEARING PRE55uRE NOTE: ALL COIL STRAPPING CS TO BE o - -NOTCHES ARE NOT PERMITTED IN (LB5,PER 50,FT,) ( ) WIDER THAN 1" X S„ CRYSTALLINE BEDROCK 12 000 420 GA, 1 y" WIDE; MADE OF ASTM A653 THE SAME LOCATION AS HOLES 4-8d BOX (22" X .0113'); OR SEDIMENTARY AND FOLIATED ROCK 4,000 GRADE 33 STEEL (GALVANIZED) OR ;' --5/8' MIN "' _ _ _ I/3 OF SPANI/3 OF SPAN I/3 OF SPAN 3-8d COMMON (22' X 0,131"); OR SANDY GRAVEL AND/OR GRAVEL (GW AND GP) 3,000 NO EQUIVALENT AS PER THE 2001 WFCM FOR - < 2/5 DEPTH OF STUD o NOLE50PERMITTTCHES ED' 3-I0d BOX (3" X 0,I26"); OR SAND, SILTY SAND, CLAYEY SAND, SILTY 21000 1 2 FAMILY DWELLING TABLE A-3AB ---< 1/3 DEPTH OF JOIST 4 STAPLES, I" CROWN 16 GA, GRAVEL AND CLAYEY GRAVEL 14' LONG 5W SP SM 5C GM GC �.--- --5/S" MIN <: _ 'z ---( 3/5 DEPTH OF STUD E '�- - Ll CLAY, SANDY CLAY, SILTY CLAY, CLAYEY ,500Nj� FOR DOUBLE STUDS ONLY o FLOOR SILT, SILT AND SANDY SILT -� o --- (CL, ML MH AND CH) i ---PROVIDE A MIN OF 2' SEPARATION 21 JOIST TO SILL TOP OF PLATE OR GIRDER 4-8d BOX (22" X ,0113'); OR TOE NAIL 3-8d COMMON (2 X 0,131"), OR BETWEEN HOLES 4 NOTCHES FROM 3-I0d BOX (3" X 0,128"); OR _ EACH OTHER 4 FROM THE ENDS OF i _ �_ MEMBERS M N M11 i I—< 1/3 DEPTH OF J015T 3-3' 0,131" NAILS Z I `"�� PROVIDE A MIN OF 2" SEPARATION- I BLOCKING TO SILL OR TOP PLATE ROOF 1' X 0113" , OR 4' O,C, TOE NAIL I-Al ---PLATE BETWEEN HOLES 4 NOTCHES FROM -- NOTCHES ARE NOT PERMITTED IN 22 RIM JOIST, BAND JO ST OR ( 8d BOX (22 ), EACH OTHER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES EXTERIOR BEARING WALLS MEMBERS RAFTER / CEILING JOIST APPLICATIONS ALSO) 8d COMMON (22" X 0,131'); OR 6" O.C. TOE NAIL 3' BOX 1' x o.128"); OR NOTE: THE INSTALLATION OF FOAM PLASTIC MATERIALS ON THE 3" X 0,131' NAILS BUILDING EXTERIOR SHALL ADHERE TO THE "LABELING/IDENTIFICATION 23 I' X 6' 5UBFLOOR OR LESS TO EACH J015T 3-8d BOX (22" X ,0113'); OR FACE NAIL - - `` SHEET TITLE PRELIMINARY PLANS 2-8d COMMON (22 X 0,131"); OR SURFACE BURNING CHARACTER ISTIC5,4 THERMAL BARRIER" �� R 3-I0d BOX (3' X 0,128'); OR a �a° PROJECT NAME 2 STAPLES, 1° CROWN I6 GA, REQUIREMENTS NOTED IN SECTION 8316 OF THE 2015 I,R.C, A . T'1 K� SGANAPIGO RESIDENCE 14" LONG •hh 150 V15TORIA DR.,50UTH0LD,NY-IIIII Y I r p .. S'h 24 2 5UBFLOOR TO JOIST OR GIRDER 3-I6d BOX (3g X 0,135 ): OR BLIND OR FACE NAIL OYSTER 8AY D�'AETINC� SHEET NO. 2-0 COMMON (3'0 X 0.32 ) u ' e '6 da AND ARGHITEGTIJRE P.G. DATE: 5-18-20 QD �� Sc SLE: AS NOTED of b8 WEST MAIN STREET OYSTER BAY, N.Y. 11771 (516) Q22-5x76 (FAX) MB: WWW.0Y5TERBAYDRAFTIN6.00M EMAIL: ARGHITEGT®OY5TERBAYDRAFTING.GOM job NO:20040 jl 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 51TE WORK, GRADING AND LMD5CAPING H 5 NOTES SHALL APPLY TO THE GENERAL CONTRACTOR EACH SUB-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 I- CONTRACTOR SHALL:;.:fROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOP501L UPON COMPLETION OF THE WORK, PROVIDING I TEE AN FAMILIARIZE HIMSELF WITH THE 51TE AND WITH ALL TRADES AND ASPECTS OF THE WORK, EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FINISHED,CRADIN :;AND RE5RNNG OF THE LAWN AS DIRECTED BY THE OWNER. SHALL STUDY D COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES' WARRANTIES GUARANTEES OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL SI�A�L Nb :: E;.PLACE :'Afi�AINST FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH AND UNTIL THE WALLS I I AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PRCPFPI:Y BRACED T��AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. 2- THE CONTRACTOR SHALL INSPECT THE S TE CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE 3-•GRADfNci::,-A,F09 D:-.ALL NEN"CON5TRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. 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. ., ••• ... ALL SITE DCStGN;:I...... NG TOPOGRAPHY, STORM DRAINAGE SPECIAL PAVING LANDSCAPING ETC. SHALL BE PROVIDED BY OTHERS AN SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION .. ;:;:::;UNLESS SfTCIFED HEREIN. HEREIN D :::::::: AN WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRAC R::OR YSUB-CONTRACTORS NOIa:;:;: :::-`:-:CONTRACTOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN Y I- THE ARCHITECT SN L CURBS CURB:�U-15 AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 2015 I.R.C.. OR THE CONTRACTOR AND SUB CONTRACTORS, SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE..CONTRACTDR:5..dALL'-NOT EXTEND TO T.H.E. BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE.CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES, DOOR:':AND WINDO!N NOTES 4 THE OWNER L OF THE CONTRACTOR SUB-CONTRACTORS OR THE ON5IBLE FOR NOR HAS CONTROL OR CHARGE OF CONST-Ri- ION ME'*45.r.:SEQUENCES';:VR _ PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN ON THE PART , 2- THE ARCHITECT SHALL NOT BE RESP , I ALI�: NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSON OR APPROVED EQUAL FURNISHED WITH A TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OE TNF OWNER INCLUDING THE PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS, THE CONTRACTOR SNAU ;;•13S RESPf 11 .1;BLE F,©R ADEQU.. .. B}2II. `AND:;•.. INSECT SC,P,�� " ARCHITECT• ANY AND ALL COSTS RELATED PILES EXTERMINATION BORINGS ' LNC, GRILLS JAMB EXTENSIONS, TRIM ETC. WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED T0. ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, r r PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE::1LSTORTION':AND MISALIGNMENT ACCORDING Ta :'..:' 2- ALL EXTERIC!R DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED., UNDERPINNING SITE DRAINAGE ADDITIONAL CONSULTATIONS, 51TE VISITS, CERTIFICATION LETTERS, AMENDMENTS, AS BUILT DRAWINGS, ETC. APPLICABLE CODES. ..... .. 3- ALL WINDOWS 3 DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR (A.F.F•) SHALL BE ORDERED WITH TEMPERED GLASS. 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR: IDDING AND/OR TH .... TfEGOTIATION AND ADMINf1fATf(JN'.Of THE IF PROJECT LIES WITHIN A MILE OF THE COAST LINE ALL WINDOWS 4 DOORS SHALL BE ORDERED WITH LAMINATED GLASS. CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. 4- CONIRACT( TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW t DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. EX15TING SITE CONDITIONS 4- THE ARCHITECT IS NOT RETAINED FOR 51TE INSPECTIONS::AND/OR`OBSERVATION OF THE CONSTRUG{�IQN, ORES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT - NO REQUEST FROM ANY PARTY FOR INFORMATION REGAIRTJMf: -A5SIFICATION AMPLIFICATION OR E-X' RNAT!ON Of THE ?RAW!NGS OR IF THERE �,�'E ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO I- ALL EXISTING EQUIPMENT, UTILITIES, STRUCT 5 AND STRUCTURES SHALL BE R SHOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. NOTATION OR REQUEST FDR PERMISSION TO VARY:.QR DEVIATE'1"I Q�1`:THE REQUIREMENTS OF THESE DRAR1Ni2'OR NOTATIONS WILL BE COMMENCEf11 NT OF ANY WORK. MINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, PIPING AND RELATED ITEMS ""' ' 5- CONTRAOTOf SNAIL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS, 2- THE CONTRACTOR SHALL DETER ENTERTAINED BY THE ARCHITECT, UNLESS THE.. AR>"SET FORTH IN•'4�} }TCING AND ADDRESSED TO THE•;OWNM":: 1V*--:f'#IE OWNER REFERS PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.AR.HT.I=CT WILL WITH REkWt A$LE PROIhI' X55 CONSIDER 'THF"'MATTER AND RESPOND IN ROOFING: AGREED UPON BY THE OWNER, WRITING TO THE OWNER FOR TRANSMITTA Td" la :.PARTY CONCERNED. TOE•ARCYJECTI-REPRES, DOES'NOT, NOR WILL ASSUME, I- ALL METAL. f LASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 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 ABOVt*:::INENTIONED TYPES OF INQUI•RY':�JNLF55::'ABOVE PROCEDURE I5 FOLLOWED, 2- CONTRACTOF. SHALL PROVIDE GUTTERS AND LEADERS A5 REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR :::.': ::.. 5`5;EM, ... :'::::::.. T TEMPORARY PROTECTION AND-5T (TURE5 .. .%" .... ANY OTHER CONDITIONS. 3- ALL S.YLIC:'T :HENCE SHALL BE PROPERLY FLASHED. :... 0 VISIONS AS PER ACTUAL I- THE CONTRACTOR SHA4::.'R..RESPONSI.BLE FOR TE ()RARY EL£�;TRIC WAS5R• TOILrr:i: .KILITIES, FENCING, BARRICADES, SECURITY, A D 4_ ALL ;'a')k ;A EA A DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT T RE '::COM .•.... OF WORK THE CONTRACTOR SHALL BROOM LLB R WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON::I3...... Pf`TRI£:.....*RAND THE CONTRA..... UPON.. PL.. ACCEPTANCE, ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. i CLEAN ALL AFFECTED AREAS AND::CART A-MAT:`ALL DEBRIS. „ BROUGHT TO THE ARCHITECT'S/REPRES. ATTENTION BEFORE COMMENCING WITH THE WORK. 0 PRECLUDE THE*ff ETS OF::WSATNER ON COMPLETED WORK OR WORK IN PROGRESS• 5- ALL ROOF IP:FEF.SECTIONS TO HAVE FLASHING TO EXTEND 8 (MEASURED VERTICALLY) ABOVE FLAT ROOF. COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE 2- THE CONTRACTOR''SNALL CONDL fi.,ALL WORK T P E N C SSARY. DUST PARTITIONS 6- FOR R�7FS !ITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT 5HINGLES(UNLE5S OTHERWISE NOTED) OVER 15# FELT I LAYER OF 5 IF IN THE R CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO A5 TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER, THE CONTRA01 ::SNA !..ASSUME`P{U:::RESPONSI> fLITY AND EXPENSE OF: Ef ipO�ARY ENCLOSURES WHER E E UNDERL011ENT"'SQUIRED WHEN ROOF PITCH 15 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....I.BE PROt�t�> D BETRJSEN WORK AREAS ANp THE REST OF THE BUILDING. AND LAP JOIN;'.-AS PER 2015 I.R.C• AND MANUFACTURERS SPECIFICATIONS, PROVIDE AN ICE AND WATER SHIELD , ARISING THERE FROM, 3- EACR:'C-t�NTRAC7{OR:;SHALL:B�E RESPONSIBLE FDR ALL LOSS OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER IN OR OTFIER::tJNFC�RESEEN..{DfE fCU TIES THAT MAY BE SNCDUNTERSD IN PERFORMING THE WORK TO BE DONE UNDER N15 CONTRACT. UNDERLAYMENI WITHIN 2'-O" (PROJECTED HORIZONTALLY) FORM THE INTERIOR 51DES OF EXTERIOR WALLS BELOW, FOR ALL ROOF ...... 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROU D ELECTRICAL OR OTHER HAZARDOUS ' :NT W . . .... :. :::::::::.::.: I SAFE RELOCATION, IN::.:�I E.EVENT OF ANY::SUSPENSION Of WORK;: k .CONTRACTOR OP. SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS, 0;,'HALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE UTILITY LINES AND TO ARRANGE FOR THEIR .. O " r NO LATER CLAIMS WILL BE DAF1GE:OR L055. ANY WORK OR MATERIALS TNAF:NAVE BEEN DAMAGED/DESTROYED OR L05T BECAUSE OF FAILURE OF ANY CONTRACTOP. OR SHINGLE /i1 l? .;� PER STRIP SHINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. _ 0 50.. OTECT NIS WORK OR f* ERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR• 7- FOR ROOFS FIT"CUED BETWEEN 1:12 AND 3:12 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT CONSIDERED FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMAT.f,ON LACI,;:::::;..SUB 'CDNTPACTOR T PR .. if THE'rNTRACTOR SHAII:':GQNDUCr ALL WORK LN`SUCN A MANNER SO TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" (I 'pJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. S IPf�ENT OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT Of THS WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS'=tFLOW 1:12 BUILT UP ROOFING SHALL BEA 20 YEAR JOHNS MANVILLE ROOFING SYSTEM CONSISTING OF I LAYER OF NRGII 150, 8- CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS RE A BID. UIRED FOR THIS PR jF•GT ':.... ENY STRUCTURES, ..... ;:::: .. E' SATISFACTION OF THE OWNER AND AT THE CONTRACTORS EXPENSE• THE CONTRACTOR SHALL I LAYER OF DY','ABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA. .::: :: :::::. R REPLACE SAID DAMAGED IfiET� :: Q TH ION MATERIALS TESTING REPAIR AND ALL q- NEW WORK :GALL TIS IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN H •:•:::.. q- CONTRACTOR TO VERIFY LOCATION5 OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRE E.�:::TNS PROJECT, >;;;.;.. BEAR ANY"A-0 ALL COSTS<:.AS5OCIATEU WITH WORK DISCONTINUATION ENGINEERING CONSULTATION, QRS ED THE PRIOR TO SUBMITTING CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PIANS. :.� MISGEI�i:ANS0U5�RELATED 17ir�1S• I _ 5- ::: NTRA6T0l :.:�HALL:'DRACE, SHORE, REINFORCE AND/OR UNDERPIN ALL STRUCTURES INCLUDING NEIGHBORING STRUCTURES AS i0- ALL SXTERI.k; NAILING SHALL BE ALUMINUM OR GALVANIZED, •..... I- ASN.�Y BL PROVIDED AT ALL ROOF PENETRATIONS PIPES VENTS SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS, FLASHING TO BE REQUIRED:FOR SAFE-:?:Cf'ERA`TION• 1 FL T CONTRACTOR'S RE5PON51BILITIE5 FOR COORDINATION AND WORKMANSHIP _ :"'IS 0 TAKE ALL NECESSARY AND PRUDENT STEPS TO SHORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED AT RPS, RIDGES VALLEYS CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. CONTRACTS`'AN .SHAfrL PROVIDE' RY POSSIBLE 6 THE COt!TRCTOR.. T S ONSIBILITY OF THE 12- INSTALL SNr1S TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE00 JOTS 1- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS AND OTHER IN5TALLATIOR'Q HEADERS FOR NEW OPENINGS, THE PROPER AND SAFE EXECUTION OF THIS WORK IS THE SOLE RE P COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE GENERAL CONTRACTOR SHALL COV.-;I.E'FE A COMPREHENSIVE ROOF TS TO PROVIDE FOR ROOF VENTING CONTRACTOR.•'' IN FLAT ROOF G'<EAS. SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWN ER'14:;A;GCEPTABLE FORMAT-'.f}R 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOK THE CONSTRUCTION PROCESS AND PROTECTION THEREOF SUCH AS 13- ALL INTER10,' LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION OVER PVC PIPING. :::::. :::::::. : :::: REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT, SCAFFOLDS STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CO TRACTC7_ SHAL PROVIDE GUTTERS AND LEADERS A5 REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERRUPTfONS TO NORI Af:;GINNER: ;.;;:;;.;:.. PROTECTIONS ETC. FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE `� 57-_11 OPERATIONS. " .`.. .ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES, AND ALL OTHER LAWS, RULES, OR ORDINANCES OF ALL FINISH WORK NOT',S: 3- SACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING FITTING AND PATCHING OF NIS WORK THA F MAY BE REQUIRE D T0'COfPLETE GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION, THE WORK OF HIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR bY':. AVAT}NG, CUTTIN 'QR: 8_ THE CONTRACTOR SHALL PROVIDE ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL NECESSARY PERMITS INSPECTIONS I" TRIM M0_DINiS, 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 HIT�UT PR. :,,WR-ITT- EN-•,CON5ENT'OF AND APPROVALS AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER, UNLESS OTHERWISE 2ERCONTRACTOR It_L PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED), NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY•R SPONS}f3I::.I.... SF..... STIPULATED BY THE OWNER. 4- CONTRACTORS OR SUB-CONTRACTORS WH05E WORK AND INSTALLATIONS REQUIRE SLEEVES,.NAIC h, INSERT`S, 6%T: ANCI�0125 ETC. TO ALL DECK LUMBE'fi0 BE A,C.Q•(ARSENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEM ...T T#F.....PROPRIATE`0W-RACTOR WHO WILL DEMOLITION NOTES: 3- ALL E�(TERIOfW00D FENCE AND DECKING MATERIALS TO BE WATER SEALED, SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THOSE ITEN6'::...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- CONTRACTORALL 5EAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, SO AS 1. NOI- f6 DELAY THE PRf RIESS 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 D SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE 2015 I.R.C, FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF 5M AT EACH LEVEL. THEY PREVENTING NIS PROCEEDING WITH THE DEMOLITION. WO FOR CONCRETE SO AS TO MAINTp#N TH t :•#'R f' ;�;U.... TION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL HIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSU i DARN WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE, PRIMED AND READY FOR SHALL BE SECURED INTO THE FRAMEWORK OF CONCRETE AND REMOVAL OF FORMWORK. ""'•""• j PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINIS!LING, ;`, pF_R OWNER, 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF%THE VARIOUS ITEM5:SET FORTH $'O AS TO ALLOW REASONABLE OR LIVE. 7- THE OWN -R_S�^-_'`ELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN REVIEW POSSIBLE CORRECTION POSSIB{ ;FE5WI`1I5SION, ANID:::F4R'APPROVAL OF 5UBMIS510NS WITHOUT DELAYING 3- pE fOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. AND ADEQUATE TIME FOR ::.. • E5IGNATED 8- CARPETING SNS ' 5E FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT : . THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE OF THE •PRO�E�`F ;�:. I RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES GLASS AND LIGHTING G FIXTURES D .. ........ P A LOCATION 0. E SITE TO BE AN MATERIALS OR WORKMANSHIP FOUND AT THE TIME.10 BE DEFECTIVE::SI.IALL BE REMEDIED AT ONCE REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED I L q- CONTRACTOR SNA'l PATO...;.... MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR, 6 Y ° ,F T'L WORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. INSPECTION. THE INSPECTION OF THE WORK I5 INTENDED"-T0...: THE CONTRKACTDR IN APPLYING LABOR AND MA i SRIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON CGI1,1 ETON ACCORDANCE WITH THE SPECIFICATIONS BUT SU CN:I{JSIPECT.... ..TALL NOT GPI..... TO RELEASE THE CONTRACTOR FROM ANY OF HIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL Of DEBRIS AND 11_ WATEITRGOF ILL iJJ,T'CON FLOOR SAND PROVIDE COVE BASE AS PER 2015 I,R•C., OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- AL1_ STAIR Cl�'TRUC {G! TO COMELY WITH 2015 I•R.C.. CONTRACTUAL OBLIGATIONS, r AND INSTALLATIONS SHALL':B :TN ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR 15 REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASU FIdCL-%dir,;.5 0"O","D. SHOWI I 'AND TUBS SHALL BE IN COMPLIANCE WITH THE 2015 I.R•C•. 7 ALL NEW MATERIALS GOVERNING CODS REQUIREMENTS. REQUIRED TO BE SHUTDOWN. ........... 8- ALL MATERIALS SHALL BE NEW AS CALLED FOR IN TNI DRAWINGS, 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 0 THE ARCHITECT SHAL- MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. 1;.iDROVIDE,,W�L��I�J"� �::•2'-O" O.C. WITHOUT WRITTEN APPROVAL F . O 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 FINISHES TO REMAIN. UPON : ;.:..;:.;PROVOS 'GAL VANI7CD WRLL TIES TO ANCHOR BRICK, WHICH ARE SHOWN GENERALLY, OR FOR R . CONFCRM AS A MINIMUM TO THE TYPICAL OR REPRESSNTAT(VE DETAIL THROUGHOUT THE COMPLETION REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CONSTRUGTfQf ::�N A CLEAN ORDERLY CONDITION•....1.�:�JN1,1. LL C�EIi'JFORCSp @ 16" O,C• VERTICALLY. MATERIAL, METHODS, AND WORKMANSHIP SHALL , r CORRESPONDING PARTS OF THE BUILDING, I DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (CA,- -ET, ET.C•) TO BE PROVIDED.c' '":-.:... 4.`EXRAkl ON JON�iT� P 30'0 0•C. VERTICALLY (MAX.) AND AT INTERSECTIONS, q - 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 }'1RflTCTION'ANf{;:.SNALL MADE ALL REPA{ �. ELECTP�CA{:N0:5: FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION, WITHOUT COST TO THE OWNER. MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED1. ALL ELfCTRICALAMK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWS 0 I AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE q- ALL REMOVALS SHALL BE NSA T LY AND SAFELY DONE, CAUSING NO DAMAGE TO WORK.�0,REMAIN''':I EBRIS` #a`RUBBISH.SHALL NOT' ' .. D F R T, AND SHALL BE IN STRICT CONFORMANCE TO THE lO- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER SHA BE CONSIDERED TO BE 0 ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. .. NATIONAL EILECCRICALSODE, GOVERNING MUNICIPALITY AND NFPA 72. 11- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA LL ALLOWED T 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AC�A{N T DAMAGE DURING:D I_ITION OPERATIONS; .........; ; 2 PROVOS SEPARATECIRCUITS FOR ALL APPLIANCES AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. INCLUDED IN THE CONTRACT. :: 3, CONTRACTOR TQVERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO EXCAVATIONS AND SUBSURFACE 501L CONDITIONS ..... •. SUBMITTNG A BID ON"HE PROJECT. CODE COMPLIANCE 4• CONTRACTOR SHALLINSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE 2015 I,R,C. I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITS AND SAVE FOR REDISTRIBUTION. THE C:Of 1":i�ACTOR SHALL I ALL CONTRACTORS IN WALLS PRIOR TO S4ETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED A AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS, THEN REMOVE ALL EXCESS EARTH FROM THE SITE. AND INCLUDE TH ULLOWING: COPES AS WELL AS THE REQUIREMENTS OF LOCAL G N CONTRACTOR SHALL VERIFY 7N LfC{;: kC3�lS OF ALL BELOW GRADE UTILITI :i+A{l R AND SEWAGE LINES 2- PRIOR TO EXCAVATIONT S T % A) ALL IJIRNG FOrNEW SWITCHES OUTLETS FIXTURES RE-CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK ALL REWIRING OF EXISTING EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTIpN, FILING PROCEDURES AND ..::::.:: BUILDING PRACTICES OUTLINED BY THESE CODES, THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS SEPTIC SYSTEMS AND ANY OTHER FACILLTffS.. " " FIXTURES AND LABEL N OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. GENERAL ACCEPTABLE B V:•%" . MAY BE AFFECTED BY IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL ROOTS AND OTHER UNSUITABLE BEARING MATSRIAG:::5... BE REMOVED AND FOOTII�GS.CAR..:E TO THE BOTTOM OF B) FURMSIa NFBU (R I IFICATE AT COMPLETION OF WORK• ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT NIS OFFICE SUCH EXCAVATION. .. 5. SMOKE ALARMS SN-1 BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE AND SPECIFICATIONS SHOWN HEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF T NOTES 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SO}L NAVfrlG::A.MINIMUM BEARING CAPACI3-`::QF TWO (.).TONS PE) -:SQUARE FOOT. CONTRACTOR TO BEDROOMS, AND ON EN ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES BUT NOT INCLUDING CRAWL SPACES AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND RE THEREOF ANY DISCREPANCIES WHICH MAY ARISE VERIFY ASSUMED SOIL-BEARING CAPACITY ANIS.SNALE`'ASUMS FULL RESPONSIBILITY`Fa1 ;..5AME.'?;:;�NTRACEOR TO NOTIFY THE ARCHITECT AND UNINABITABLE AT1CS, SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCH ITECTS/REPRES./REPRES, ATTENTION BEFORE OF ANY SOIL VARIATION OR CONDII IOA�::ADVERSELY .AFT :If G:ASSUMED.BEA:i}AIC�,.CAPA I:TY;:PRIDR'1 'SHE POURING OF ANY FOOTINGS. ALL OF THE ALARM5I! 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..C(i`1}12ACTOR DISCOVERS CLAP;'SILT Q.R:QTNER.` pk}f..THE C!?NT.RAOTOR SHALL COORDINATE A TEST BORIPJG IN INTERVEMNG DOORS CDSED. 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 H THE �.WNER-Z::::C�NTRACT:QI�':.AGREEMENT TO VERIF-(:::Tf4E PRE5UMT MININUM BEARING CAPACITY. INSTALLED IN EACH DULLING UNIT ON ANY STORY HAVING A SLEEPING AREA, AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL "APPLIANCES ACCORDANCE WITH 0 AND EQUIPMENT', FIRE'-ACES, OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE CONSERVATION CODE, FEDERAL O.S.N.A,, AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE 6- ALL EXTERIOR F00 INCx .SNALI:::�U,.A MINI'i`um-.::OF 3'-0" BELOW GRAD1r.'.0NLE55'LAMED OTHERWISE IN PLANS. TO NIS PORTION OF THE WORK. " ACTUATION OF ONE AL/1 WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN CONCRETE 4 FOt OA,TION *NOTES: BEDR0011S OVER BACKIOUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE ACCORDANCE WITH ALL STATE AND LOCAL CODES. I- PERFORI7.REQUIRE:(??:AL1`�RAY}ONS T©'`EXISTING CONCRETE. NEW WORK 100-ALLED ADJACENT TO AND CONNECTING WITH PRESENT WORK DETECTORS 15 PROHIBID, PERMITS INSPECTIONS AND APPROVALS SHALL MAT:CIT':EXIST[NCG :':•:JOWTS::;3FTWEEN NSW AND:.EXISTING WORK SHALL BE TROWELED SMOOTH AND EVEN, PROVIDE EXPANSION JOINTS G. CONTRACTOR SHALLERIFY WITH THE OWNER LOCATION AND QUANTITY OF LIGHTING FIXTURES, SWITCHES OUTLETS ETC. PRIOR TO PROVIDING BID ON PROJECT, THE OWNER THE OWNER SHALL PAY FOR LAND THE CONTRACTOR SHALL AS:.... ED : 7• PROVIDE A MIIJ1I✓!L' uN OUTLET IN A HALLWAY THAT EXCEEDS q'-O" IN LENGTH. I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND , 2-'�F( TING5:''AT DIFFER'FkT 'LEVELS SHAGt' B1 'S:TEPPED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK• • EXCEE#�: 1.k:-SLOPE OF ONE:VERTICAL TO TWO HOfRItNTAL OR DEPENDENT UPON LOCAL GOVERNING CODES, WHICHEVER IS PREVALENT. 8• PROVIDE ONE OUTLEN EACH ROOM A MINIMUM OF 6'-0" FROM THE ENTRANCE TO THAT ROOM. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ET C• FOR;:::::... U CON..}...' kY. IF POUR IS INTSKRUPTED A VERTICAL KEY SHALL BE PROVIDED. q. PROVIDE A Mlf,ulurl ONE G•F•C.I, OUTLET WITHIN 3'-0" OF ANY SINK AND A MINIMUM of ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED, 2- THE ':`:;::3:�•.CONC1PUE..FOUNDATIONS SHALL BE PO RED TNt��5 10. CONTRACTOR "I'JSTRIFY WITH HIS LICENSED ELECTRICIAN If AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PROJECT PRIOR TO ' WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. `-:H0R1ZONTAL::J0.INTS ARE NOT-;:#'ERMITTED. 11 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL A I :::Df1MENSIONS AND LOCATIONS OF SLOTS PIPE SLEEVES INSERTS ANCHOR BOLTS, ELECTRIC CONDUITS, ETC. SUBM!T11NG A BID. 4'`:::GONTRAC'fOR SN LL VER F ,,,,,,,,,,,,, II, CONTRACTOR TO 'VEi LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOR THE PROJECT, CONTRACTOR MUST INSTRUCTIONS OF THE OWNER OR HIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS...:::;:::. AS REQUIRED FOR TRADES BE(0R' :f dC{1G CONCRETE, CONTRACT AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SNALISLSO HAV)^ :::::.,. 5- CONCRETE:.-.50 OCK FOUNDt�TIOty t�IPE ::: NALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES, /+I_SO NOTIFY THE ARCFCT OF LOCATIONS IF NOT SHOWN ON PLANS PRIOR TO COMMENCEMENT OF WORK 6 BIDDING. COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS.SUON AS':POSSIBLE,' ' ;... E B'�. . : . :.:: "' 6- FOR CRAWL SPACES, BASEMENTS AND• CELLARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMSNT OF 18" FOR MASONP.Y � r BUT NOT LATER THAN 24 HOURS. ...... ..%1:.,:..'.'.%. FIREPLACE NOTES: ACI TEES:FOR F 1f:fNSPSCTfQft:':.:: WALLS`AN�7:7°. FOR.T.00RfD CONCRETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL MAX, ONE FOOT FROM CORNERS AND 4- THE CONTRACTOR SHALL, AT ALL TIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER F L}. .......• •'::::::' 6" FROM ENII:GQNDITION :::AND'SPACED THEREAFTER A MAX. 48 O,C. FOR SINGLE STORY STRUCTURES AND 3-0 O,C, FOR TWG STORY F STRUC f,C SHALL COMPLY WITH SECTION 7813.5D OF N.Y. STATE ECCC, WITH A MAXIMUM OF 20 CFM AIR INFILTRATION LOSSES WITH DAMPER IN " i " L FIREPLACE CON OF ALL PARTS OF THE WORK. .. ' CL OSEp?oSITIOhi 5 THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIRSMENT�::::tN:;.AN COt'"�PICUOUS`tLACE•. STRUCTURE5�AtJf3 23" O;C-: FOR THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 2. FIREPLACE UNIT SE;ALL E PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED). .... ::::::::.;.. GREATER THAN`fi.... ALL BE CONSIDERED THREE STORIES. 3. FIREPLACE TO 3E "SUPEIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED, 11:. 7- FOR SLA$S OI C,RADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS q FIREPLACE SHAL BE Ild.fALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. 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 5. PROVIDE METAL h1",LL MELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR W540 OR EQUAL). ::::. 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER, THE CONTRACTOR SHALL DELIVER TO THE OWNER A''NY�::I�IAIVER OR R�:E..SS CORNERS AND 6 FROM END CONDITIONS AND SPACED THEREAFTER A MAX. 33 O,C• 6. CHIMNEY OUTLETS SRA.L.NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-0" OR LESS THAN 2'-O" ABOVE ANY COMBUSTIBLE PART OF THE ROOF WITHIN ANY LIENS ARISING OUT OF NIS CONTRACT FOR WORK COMPLETED A5 OF THE DATE OF THE REQUEST FOR PAYMFNT. :...... - PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT IC_0" 6- THE CONTRACTOR SHALL AL50 FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR..LAWR, MAT.MALS '::..'.'-MBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH NIS WORK FOR WHICH THE OWNER OR NIS PROPERT(•�11C,HT IN'ANY WA["'X. q- MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: PLUMBING NOTES; RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. 11 A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,500 P.S•I• STONE CONCRETE• 1. .ALL PLUMBING WOP.K 51AL BE IN STRICT CONFORMANCE WITH ALL STATE AND LOCAL CODES. •'` .. B) SLAB ON GROUND: F'C = 2,500 P.S.I. CONCRETE. 2. NOT WATER '-IF_ATER STALL NAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. INSURANCE AND WARRANTIES C) SUPERSTRUCTURE, SLAB: FIG = 3,500 P.S.I. CONCRETE, 3, PROVIDE NOT AND COLO WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS. 1- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY 1fliRED BY THE SfiATE OF.i1EW YORK D)3500 P.5.1• MIN,COMPRSSSIVS STRENGTH OF CONCRETE FOR GARAGE SLAB, A. PROVIDE INSULA.TIOP;06 ALL NEA PIPING A5 REQUIRED BY CODE, HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUt ... ANp::F'ER!'ODS SATISFA ©RY TO THE E CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5, REMOVE AND RELOCATIALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK, . OWNER. THE PROOF OF IN SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY,, COI�TRACT>}Af;-PERSONAL INJURY, ) G. BELOW GROU`,D WASTEFJNI FS SHALL BE KH.C.I. PIPING. A 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS• AUTOMOBILE LIABILITY, MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO 5l�BMIT CERTIFICATE OF:':.: R.NCE MAY CAUSE YOUR T POTABLE LINES SHALL E TYPE "L" COPPER, BID TO BE DISQUALIFIED, .. 8. THE PLUMBI"G CONTRAfOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS t REQUIREMENTS PERTAINING TO THERETO (E.RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY WORK. " 9. SANITARY DISPOSAL 5Y`.TEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. THE :' I OWNERS SURVEYOR %'ALL M: RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS OR —_ — APPROVAL5. SHEET TITLE PREL I M I NARY PLANS . : ......:::'::::::::=11 . 10, !MATER MAIN MUST BE 7'•0"AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-O" DEEP.12, IN BEARING WALLS OR PARTITIONS, NO � �' �$ . ::::::..::. `' . :; ::.•, STUD I5 TO BE CUT MORE TIAN 1/3 IT'S DEPTH TO RECEIVE PIPING DUCT OR ELECTRICAL WORK. , �� PROJECT NAME SGANAPI G0 RE51 DENGS 750 V15TORIA DR.50UTHOLD,W-IIIA • • 01'STER 3AY DRAETINr, SHEET NO. . -1, AND ARCH I TEGTU�E P.G. DATE: 3-IP�-20 �� ...... - ; r I "" �r`� 68 WEST MAIN STREET OYSTER BAY, 5GALE: AS NOTED _.:: - -,v. t - .�� , Pia N.Y. 1171 0>= (516) `=-51 � (SAX) a22-6-235 BY: M.M. I�� ma w.OY5TERBAYDRAFTIN6.COM EMAIL: ARCHITECT®OYSTERBAYDRAFTING.GOM JOB I�10:ZOO4O E • #.