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HomeMy WebLinkAbout45830-Z ��o1pS�FF�1 Town of Southold 12/11/2021 P.O.Box 1179 N 53095 Main Rd ti Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42610 Date: 12/11/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3780 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-52.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2021 pursuant to which Building Permit No. 45830 dated 2/17/2021 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: alterations and additions, including covered porch to existing single-family dwelling as applied for The certificate is issued to Monaghan,Leah&Emily of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45830 7/19/2021 PLUMBERS CERTIFICATION DATED 7/17/2021 ?nBrgrgnature TOWN OF SOUTHOLD BUILDING DEPARTMENT y s. TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#:. 45830 Date: 2/17/2021 Permission is hereby granted to: Whittington, Joel 76 Raft Cove Rd Trescott Township, ME 04652 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3780 Main Bayview Rd.,-Southold SCTM #473889 Sec/Block/Lot# 78.-3-52.1 Pursuant to application.dated 2/5/2021 and approved by the Building Inspector. To expire on 8/1.9/2022. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $220.00 Total: $270.00 Buil g �spc ot—r �o�S��FalMc4 TOWN OF SOUTHOLD ray BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE ��, • ®� SOUTHOLD, NY .BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45672 Date: 1/12/2021 Permission is hereby granted to: Whittington, Joel 76 Raft Cove Rd Trescott Township, ME 04652 To: install an HVAC system as applied for per manufacturer's specifications. Vbw 6P g6c3 At premises located at: 3780. Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 78.4=52.1 Pursuant to application dated 12/29/2020 and approved by the Building Inspector. To expire on 7/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 ELECTRIC $90.00 CO-ALTERATION TO DWELLING $50.00 otal: $340.00 Building Inspector OF SOUTy�I Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 �` a COONT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Leah Monaghan Address: 3780 Main Bayview Rd city,Southold st: NY zip: 11971 Building Permit#: 45830 section: . 78 Block: 3 Lot: 52.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Laurel Lighting License No: 4718ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 21 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 7 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 70A A/C BlowerLA Range Recpt 40A Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump El Other Equipment: Hood, Fridge, Oven, DW, Micro, 200A 30 Circuit Panel - 30 Used, 12 Circuit Sub - 11 Used , 64' Track Lighting, Step Lights(4) Notes: Whole House Renovation Inspector Signature: ` Date: July 19, 2021 S.Devlin-Cert Electrical Compliance Form SOUP�a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 . Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SO T OLD ® NOV 15 2021 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: d Building Permit No. 3CG Owner:- �r�_ � �I `' -),MM _ lease print) Plumber: I l IleiN._ -►&,r ftp . ` (Please int) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. A'/ �. (Plidnbers Signature)- -- Sworn to before me this day of 20.2 k Ota Public S�' mmyc- D MILLER rY , �� County ate of New York 382318 ffolk co 22Y2022 OF sou" * # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUNDATION 1ST [. ] ROUGH PLBG. [ �/KOUNDATION 2ND „ [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING cA [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z 20 INSPECTOR so 37P # # TOWN OF..SOUTHOLD BUILDING DEPT. G _ `y�ourm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ' ] ROUGH PL13G. ]-"-FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ '] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION f ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 8 �� I9 REMARKS: V �'t_ -sr :Lvj combo en cA at4ll I1 v - I )Ap1 n S-vLt_- liar 1-0 1 DATE 1 INSPECTOR Y OFS0 * TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o `ycourm��'' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: a R'v" vvi 6w lAo& �o l t DATE loo INSPECTOR ho�a0FS0Ulyo� H sb 3(f) -�3--7&o �"l --T;ekyvxwt�� # # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]ANSULATION/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: 0 7 DATE 2_� INSPECTOR �, - Of SOUlyo6 S� 3 a �, 7 to ( I w/\ � ✓ * # TOWN OF SOUTHOLD BUILDING DEPT. `y�nu►m ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ : ] FIREPLACE & CHIMNEY [= ] FIRE SAFETYlNSPECTION" [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) T-S ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e C� s OLSQ� r DAVE INSPECTOR 1— F ETT1 ENS . IiNlEE_R�INJ March 25, 2021 Building Department Town of Riverhead 201 Howell Avenue Riverhead, NY 1190 IRE: 3780 Main Bayview Road—BP#45830 Dear Sir, I have inspected the footings for the above referenced project and certify to the best of my ability that they have been completed consistent with New York State Codes and the design and specifications included in the drawings provided to the Town for Building Permits. KE • BOARD CERTIFIED IN STRUCTURAL ENGINEERING J08EPHQQ FISCHETTI.COM FISCHETTIENG INEERING.COM 631 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 i • ISI 4F arm On/ ;ENSM Lail ♦r IML-P�MANOR - P'MELD INSPECTION REPORT 'DATE COMMENTS, FOUNDATION(IST) y 1 ------------------------------------- FOUNDATION(2ND) o ' ROUGH FRAMMG-& y W PLUMBING itis. INSULATION PER N.Y. STATE ENERGY CODE r � VJ FINAL, wo ADDITIONAL COMMENTS. 5 Z C� ' b TOWN OF SOU'THOLD—BUILDING llI VAlCl'M.1+ .rc. r c. � "mown.I.1a11 Anne. 54�)75 Main Read �l�. C7. Box 1 l 79 Souilaold,NY 11 .)71-0)S) Telephone(63 1) 765-1802 Fax (631) 765-9502 h sou I11t)ldLo w fL!iY g�k- Date Received APPLICATION FOR BUILDING PERMIT &d,9 6 P For Office Use Only j' PERMIT NO. � Building Inspector:.._ / '+``J .JAN - 7 2021 �- Applications and forms must've Filled out in their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an �Tr Owner's Authorization form(Page 2)shall be completed. �w' Date: IF T20,2- OWNER(S)OF PROPERTY: Name: `lll -1 Q EYIA Ry) SCTM#1000-G,::-0 Project Address: ) �Av\ t vojvw kA. - Phone#: �`� . 55� " Email: ethli -Cay\ Mailing Address: CONTACT PERSON: Name: . )�� Mailing Address: G�(`� a55 �O�y. '�-it },, ` tkotz,)s Phone#: 51 U - 5 ) ' CJ $ Email: DESIGN PROFESSIONAL INFORMATION: Name: rny-I ��� CO�J�Ov1 (..—C Mailing Address: ( Phone#: (D'3 1i- IkD 4 ' SCJ Is Email: 'i _ Jmh2. 'oo 1 0 Q CONTRACTOR INFORMATION: ll '' Name: � fi GAIYACA Mailing Address: I �? Z� c1r1Q v� ltd Phone#: �' � 55 L4 Email: cub IV101 qahD DESCRIPTION OF PROPOSED CONSTRUCTION r El New Structure C]Addition lAlteration ❑Repair ODemolition Estimated Cost of Project: Other UOtllrldl�_�i IY'�J"� �lQ" 14✓1 $ 7_16 000 . Will the lot be re-graded? ❑YesVNo Will excess fill be removed from premises? Oyes rNo PROPERTY INFORMATION Existing use of property: lWsr ,� 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)6No IF YES, PROVIDE A COPY. heck Box After Readi rlR.* 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 Boding 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 taws,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 premises and in buildingis)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to section 210.45 of the New York State Penal Law. I i ' Application Submitted By(print name): � V\WC_kQVjG,.,n OAuthorized Agent 96w--ner I Signature of Applicant: � �( '`�= Date:. Q.1�11 2 i STATE OF MM)Texas SS: COUNTY OF Denton Emily Elisabeth Monaghan i being duly sworn, deposes and says that(s)he is the applicant I (Name of individual signing contract)above named, (S)he is the Owner I (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. I Sworn before me this 2nd day of January 120 21 � . ' Notary Public \�,unI166f21,,,, Notarized online using audio-video communication RY Pp"e G�/ Sue L.NIX 2 NUMBER 132369934 PROPERTY OWNER AUTHORIZATION 73i ii�T6 OF i COMMISSION EXPIRES i) Fabwary 21,2024 (Where the applicant is not the owner) I I r 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 ^ ^ ' .. Town Hall Ann | i 77 PROPERTY INFORMATION Existing use of property:Personal residence Intended use of property:Personal r..eSldeClce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ®No IF YES, PROVIDE A COPY. 8 CheeIC;BOX After Readi'n'g:,,The owner/contractor/design1professional Is respoFnsible:for,all drainage and stone water issues as provided bV, ' ',Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to th'e Building,Depaitment forthe.issuance of a:Building Permit pursuant to'the Building 'Zone ordinance of the Town,of Southold;Suffolk,•County New Yoik and;otherepplicable,Laws;'Ordinances dr-Regulations,for the construcEion 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 regulatwns anil'to admit authorized mspettors on preniises and in buildings)for necessary inspections False statements made hereinare. punishableas a Class,A misdemeanor pursuant to.Se6tion:110A4 of the New,,York State Penal h n Application Submitted By(print name):E m i l y M o n ag a, ❑Authorized Agent BOwner Signature of Applicant: f Date: 01/22/2021 i i STATE OF Florida ) SS: COUNTY OF miami-dade ) Emily Elisabeth Monaghan being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (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. ���J p��up4��U7 NATHALLIES I BRITTO Sworn before me this _` =_ Notary Public-State of Florida Comisfon#GG 199595 22th day of January 20 21 ���� oe� I Expires on March 2Z 2022 , °m; ���` otary Public Notarized 'online using audio-video communication PROPERTY OWNER AUTH®RIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on I my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name I I 1 uFF04 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ® Southold, New York 11971-0959 �10q Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Company Name: &,-L r Name: License No.: �(7i-f-lr�e- ail: Phone No: P. _ request an email copy of Certificate of Compliance Address.: 4A7-7 JOB SITE INFORMATION (All Information Required) Name: 114 ek( Address: 11116� 2 Cross Street: Phone No.: ( - 5-(w BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: - BRIEF DESCRIPTION OF WORK (Please Print Clearly) tT -!tf. �;�sat�� / Check All That Apply: Is job ready for inspection?: YES ❑NO VRough In ❑Final Do you need a Temp Certificate?: ❑YES &INO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service [:] Servide Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? Ely ❑N Additional Information: PAYMENT DUE WITH APPLICATION isp)b O C Electrical Inspection Form 2020.xlsx ,J I offat K��G BUILDING DEPARTMENT- Electrical Inspector � y TOWN OF SOUTHOLD Town Hall Annex.- 54375 Main Road - PO Box 1179 ^* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrr�southoldtownny.4ov -sea nd soutliold#ownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (AII Information Required) Date: company.Name: Name: 'bense'No.: ail: _..... phone.No: _ request an email copy of Certificate of C:ompJlanct Address.: 00 1. �O6.;SITE, I'NFO'RMATION` (AII Information Required): Narne Address: rn 2 :Cross-Street` f, Bldg.Permlt#:: fJ emarl L:, Tax-Map District: 1000.` Section: Block: Lot: BRIEF DESCRIPTION.OF WORK(Please Print Clearly) t- _ � Check All-TOM Apply; Is job ready for inspection?: dYES ❑NO Rough In E]Final.. Do-you need a Temp Certificate?: DYES [ONO Issued On Temp IfifOfmatlOn: (All-infpfnation required) Service Size E]1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service 0 Service Reconnect 0 Underground F]Overhead I#Underground Laterals 0�- '2 E]H F,rame QPole Work, 'Ely Y QN Additional Information: PAYMENT DUE WITH APPLICATION 49 O 4 Electrical Inspection Farm 2020.x1sx PERMIT# Address: Switches l �IOutlets GFI's Surface I Sconces I� 1 H H's UC Lts j Fans Fridge I HW Exhaust: Oven, Dryer Smokes DW Service I G . :Carbon Micro Generator.' Combo , Cooktop Transfer( AC AH . Mini Special: Comments C) BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand(a-southoldtownny-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 2 12-1 Company Name: 1751E Cab� u,C, Name: Y' \1 License No.:3� ,� �� email: ' k. o cau\ h @ G Phone No: - S4 �equest an email cop of Certi cate of Compliance Address.: 'Q�Jx 2� l � IV-t IIQl3s JOB SITE INFORMATION (All Information Required) Name: �3`(11� Y�AII(� �R1 Lv� Address: 3�0 MQ%h 't" Cross Street: 16WWoAtr Phone No.: - rj1U - 551 - 1 b Bldg.Permit ±<10�- Li 5'63(D email: Tax Map District: 1000 Section: U- Block: Lot: 51. 1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) C&i W hkC k CPOlky-t 5N,ic eve Check All That Apply: Is job ready for inspection?: ❑YES 01V0 ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES E3 T4 Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx CONSUL'YO1 R LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY argain and Sale Deed,with Covenant against Grantor's Acts THIS INDENTURE,made the,,,of �(� �/,2020 BETWEEN JOEL R.WHITTINGTON and JUDITH A,WHITTINGTON Residing at:3780 Malin Bayview Road,Southold,NY 11971 r party of the first part,and Alr5 �1 LEAH 49E{�FHAt-MONAGHAN QAG��/►1/�1�A40A1A���/1iJ; t . Residing at;372 151i,•Street,Apt,3A,Brooklyn,NY 11215 ] party of the second part, I WITNESSETH,that the party of the first part,in consideration of. ! dollars paid by the party of the,second part,does hereby grant and.release unto the party of the second part, the heirs or successors and assigns of the party of the second part-forever, ALL that certain plot,piece br parcel,of land,situate,tying and being In the T.ownof Southold County of Suffolk and State of New York,,bounded'and:desdribed as follows: f "Schedule A Attached" l t !` BEING AND'INTENDED TO BE the�same,premises as described in a deed:made by Epes W.Sargent and Y i Gloria M.Sargent from'deed dated November-1, 1981 and recorded November 20,198.1, in Liber 9103 at Page 488,in the-Office of the Clerk of Suffolk:County,State of New.York. { TOGETHER with all right;title and interest,i1 any,ofahe party of thefirst part in and to any streets and roads i abutting the above described premises to the center lines thereof 1 TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said ; premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs, t or successors and assigns of the party of the second part forever., j AND theparty of'the first partcovenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except.as aforesaid. j AND the party of-the firstpart,in.cbmpliance with Section 18 of the Lien Law;covenants that;the party of the i first part will receive the consideration"for this conveyance and Will hold the right to receive such consideration as a trust fund to be applied'first for the purpose:of paying the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires; IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above i written. e I IN PRES NCE OF. JOEL R wHIFrINGTONa JUDITH A.VVHITTINGTON ? 4 I i I 's ; l SURVEY OF PROPERT Y 1NO .RES: OPERTY KNOWN AS TAX MAP# 1000-078-03-052.1 SITUATE 2. LOT AREA =46 730 SQ.FT. (1.073 ACRE(S)) 3. THIS SURVEY WAS PREPARED USING A TRIMBLE AT BAYVIEW (SOUTHOLD) �y S3 ROBOTIC TOTAL STATION. TOWN OF SOUTHOLD y ,, 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS CSS PART OF THIS SURVEY. SUFFOLK COUNTY, N.Y. W �� SURVEYED: OCTOBER 23, 2020 o., 1�.i(✓''��++'' //ice/ / � 'Nr ' CERTIFIED TO: - DRIVEWAY /� LEAH NEATHERTHAL MONAGHAN FIRST AMERICAN TITLE INSURANCE COMPANY NORTHPOINTE BANK LLno J Nb ?R7ORY / � 3B�. 40.3' cAtE CORY ?sr0 R� f� 4'WIREco �� a• o w O v6? ry. CO WOOD OF, X.0' OfOK 5 WIRE FENCE c E~ h ' U Co h WELL o 43.7 u \ U 004 O Lu FL 1.01 2 h o D ti o co in J Q) W aco 0 0 W (n O _ Q w O w � o W 1^ vJ m O O Z M O O ) co pOpH� r� I'l W v1 M W V O ^ W Lu 1M � , 1 9 m ' FENCE FENCE 0.6U. N o O.fiE MON. S 81014'50" W NSF 161.72' 3 TOWN OF SOUTHOLD •N Y � V STANDARD NOTES: 3 x I. COPYRIGHT 2020 MICHAEL K. WICKS LAND SURVEYING m 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A COPIES OF THIS-SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED ° LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. SUB—DIVISION 2, OF NEW YORK.STATE EDUCA71ON LAW, 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL - E ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL !X, c .}1-� I ff�`` Y WWORK AND OPINION. MICHAEL K. W IcKs CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP '�y ' •3 c. , L.. WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF r l 4 'S B,_ g: y PRACTICE FOR LAND SURVEYS ADOPTED RV THE NEW YORK STATE <f�`s�Y.s` LAND SURVEYING ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS C LIMITED TO PERSONS FOR,WHOM THE BOUNDARY SURVEY MAP IS PREPARED, J� m TO T THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND 70 THE I - 15 FROWEIN ROAD — SUITE E2 LENDING TITLE LISTED ON THIS BOUNDARY.SURVEY MAP, G,THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. t I; �`' "� CENTER MORICHES, NEW YORK 11934 .8, THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE s,�' r NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND VOICE. 631.874.0156 — PAX: 631.909.3845 0 IMPROVEMENTS OR ENCROACHMENTS'EXIST OR ARE SHOWN, THE www,wickslandsurveying.coin IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY, 7.THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO RECORDS OF RICHARD C, DRAKE n• THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE `�E�LANOSV��` - SCALE: SURVEYED BY: DRAWN BY: SHEET: ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF coNsrRucrloN' MICHAEL K, ICKS, P.L.S. #50390 1 =30' M.W. J.A. 1 OF 1 i ii a Y' � F` ;y; `, Sl1FFb1.}C COUNTY DEPT OF LABOR, UCFNt3ING&CONSUMER AFFAIRS HOME IMPROVEMENT . i=s `CONTRACTOR W Wit SE- NAME � y PAUL E 6UCKEL,4 BUSHESSNAME This CeltlfieS that the P BUCKEL PAINTING CONTRACTOR bearer is duly a licensed by the LlcenssNumbsr Date Issued A County of Suffolk 04!1412001 2861 5-H `fir, camrrissbner EXPIRATION DATE 0410-1/201.9 - PAULBUC-01 CMILK CERTIFICATE OF LIABILITY INSURANCE DATEcMM/DDmYY) CE 01/2012021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER-THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED-BY-THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: , If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED.provisions or be endorsed. IfSUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER C TACT Mike Preis,Inc PHONE 421O -5162No,Ext: 845)887 . o P.O.Box 280 39 Lower Main Street insu mikepreis.com Callicoon,NY 12723 INSURER(S) AFFORDING COVERAGE MAIC# INSURER A.Main Street America Assurance Co. 29939 INSURED INSURER B Paul Buckel Painting.Contractor INSURER c: Paul E.Bpckel d/bla 945 Cooks Falls Rd. INSURER D Roscoe,NY 12776 INSURER E: INSURERT: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUB POLICY EFF POLICY EXP INSR LTR TYPE OF INSURANCE POLICY NUMBER LIMITS A X COMMERCIAL GENERAL uAwUTY EACH OCCURRENCE 11000,000 CLAIMS-NIADE 20,OCCUR MPV79969 03129/20 .0312912021 DAMAGE TO RENTED $ - 600,000 MED EXP one S 101000 PERSONAL 8 ADV INJURY $ 11000,000 GEMLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 POLICY j �LOC PRODUCTS-COMPIOP AGG $ 2'000'000 = OTHER: AUTOMOBILE LIABILITY EeMBINED SINGLE LIMIT $ ANYAUTO BODILY INJURY Pet n S A�REO�S ONLY. A&r pSyU�LEDp BODILY INJURY Per accident $ AUTOS ONLY AUTOS O�Y P� rdAMAGE UMBRELLALIAB i OCCUR EACH OCCURRENCE EXCESS LUU! CLAIMS-MADE AGGREGATE $ DED' RETENTION$ $ PER OTH- W0111M COMPENSATION STATER AND YEPZ-LIABILITX ANY PROPRIETgOERRIPARTNERIEXECUTIVE r-_1 E.L.EACH ACCIDENT $ (g E EIn NH)EXCLUDED? N/A EL DISEASE-EA EMPLOYE $ ffIass desott under DESCRIPTI N OF PERATIONS below E.L.DISEASE-POLICY LIMB DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD.101,AddIdimal Remarks Schedule,may be attached N more apace Is required) Proof of coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Emily Monaghan ACCORDANCE VVITH THE POLICY PROVISIONS. 3780 Main Bayview Rd. Southold,NY 11971 • AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State insurance Fund 2001 PERIMETER ROAD EAST,BUILDING 16,ENDICOTT,NEW YORK 13760-7390 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE wmmJ*"^""" 900513380 MIKE PREIS INSURANCE PO BOX 280 CALLICOON NY 12723 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PAUL E BUCKEL EMILY MONAGHAN DBA PAUL BUCKEL PAINTING CONTRACTOR 3780 MAIN BAYVIEW RD. 945 COOKS FALLS RD SOUTHOLD NY 11971 ROSCOE NY 12776 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE E2083 777-9 12815 09/11/2020 TO 09/11/2021 1/20/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2083 777-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS , INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE-POLICYHOLDER'S'REGULAR NEW YORK;STATE EMPLOYEES ONLY. - s IF YOU WISH TO RECEIVE,NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR.WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS .CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 154724448 U-26.3 PAULBUC-01 CMILK ACORL7" CERTIFICATE OF LIABILITY INSURANCE DATE 0Y11201201 01/20/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: , If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). CONTACT PRODUCER Mike Preis,Inc Afro,No,Ext):(845)887-4210 (ar,No):(845)887-5162 P.O.Box 280 E- IL .insure mike reis.com 39 Lower Main Street P Callicoon,NY 12723 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Main Street America Assurance Co. 29939 INSURED INSURERS: Paul Buckel Painting Contractor INSURERC: Paul E.Buckel d/b/a 945 Cooks Falls Rd. INsuRER D Roscoe,NY 12776 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR mn POLICY NUMBER POLICY EFF POLICY EXP LIMITS ITR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR MPV79969 03/29/2020 03129/2021 pREEiAG ES=ncs $ 500,000 MED EXP(Any oneperson) $ 10'000 PERSONAL&ADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY 0 jECOT '] LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED dpnt) SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ AIWNES ONLY SCHEDULEDDp BODILY INJURY Per accident $ AUTOS ONLY AUTO ONAUTOS LY PeoeEccideM AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ - WORKERS COMPENSATION PER OTHSTA TE E AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A (ME.L.EACH ACCIDENT $ ��FICER/MEMR�EXCLUDED? andatory in E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Proof of coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Emily Monaghan ACCORDANCE WITH THE POLICY PROVISIONS. 3780 Main Bayview Rd. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund 2001 PERIMETER ROAD EAST,BUILDING 16,ENDICOTT,NEW YORK 13760-7390 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D � ^^^^"^ 900513380 MIKE PREIS INSURANCE PO BOX 280 © f CALLICOON NY 12723 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PAUL E BUCKEL EMILY MONAGHAN DBA PAUL BUCKEL PAINTING CONTRACTOR 3780 MAIN BAYVIEW RD. 945 COOKS FALLS RD SOUTHOLD NY 11971 ROSCOE NY 12776 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE E2083 777-9 12815 09/11/2020 TO 09/11/2021 1/20/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2083 777-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COWCERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND 4:f _9601Z� DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 154724448 U-26.3 a How to Verify This Transaction �Jlb�Uvi U&%� AM k6 f'�eUjk\I,.-t �rc�,e y, 2a2 s Every Notarize transaction is recorded and saved for a minimum of five years. Whether you receive an electronic or printed paper copy of a Notarize document, you can access details of the transaction and verify its authenticity with the information below. To get started, visit verify.notarize.com and enter this information: Notarize sF-KCG,W2 Access PIN- . 59G ' For more information on how to verify Notarize transactions, please visit: support.notarize.com/notarize-for-signers/verifying-document-authenticity 0Notarize .r. 4 ll DJK Heating &Cooling, LLC Estivate 2303 PO BOX 247 CUTCHOGUE, NY 11935 US 631-765-5554 dikheatinacoolina@yahoo.com ADDRESS zj L Emily Monaghan3 -- 3780 Main Bayview Rdt Southold, NY 11971 ACT]VrY QTY RATE AMOUNT P RO ED AS NOTED caY1PL�r wlT TE& TOWU CODES A NE's! YORK STA ?/ B.P.# SOF DATE: AS REQUIRED FEE: BY: SOTHOLD TOWN Z NOTIF LD NL, DL-PARiMENT AT SOUTHOLDT PLANNING BOARD 765-1802 , 8 AM TO 4 PM FOR THE SOUTH TOWNTRUSTEES FOLLOWING INSPECTIONS: 1. FOUNDATION ,TWO REQUIRED N'(�,DEC FOR POURED CONCRETE' 2. ROUGH - FRAMING & PLUMBING 3, INSULATION �® 4. FINAL - CONSTRUCTION,MUST OCCUPANC YOR BE COMPLETE FOR C.O. � �A ��� ALL CONSTRUCTION SHALL MEET THE @ UNLAWFUL F9 REQUIREMENTS OF-THE CODES OF NEWS �� YORK STATE: NOT RESPONSIBLE FOR i a V®UT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED ACTIVITY QTY RATE AMOUNT New Installation 1 28,895.00 28,895.00 David J Kollen NY Licensing#3787-RP Furnish and install central heating and air conditioning system to consist of the following Zone 1 First floor 1 Trane 21/2 ton high efficiency air handler model#TEM4AOC30H with 1 hot water coil. New unit to placed in basement.All new supplies to be ran through floor with 4x10 floor registers with one centrally located return. 1 Trane 2 1/2 ton Heat Pump, model#4TRW4030G to be placed no more than 4 feet from residence structure and within 50 feet of air handler on pre-cast slab. Zone 2 Second floor 1 Trane 2 ton high efficiency air handler model#TEM4AOC24H in residence attic, with 1 hot water coil. New unit be placed in attic.All new supplies to be through ceiling with 8x8 ceiling supplies with two centrally located returns. 1 Trane 2 ton Heat Pump, model#4TWR4024 to to be placed no more than 4 feet from residence structure and within 50 feet of air handler on pre-cast slab. Ductwork:Trunk duct system shall be fabricated from 26 gauge galvanized steel. Supply air duct shall be wrapped with 3"foil faced, scrim covering.All branch outs to be 7"class 1,foil type, insulated flex duct. Return air duct shall be acoustically lined. Supply outlets shall be to each room as required. Mechanical equipment, ducting and piping location and design by DJK Heating &Cooling. Included in installation: Low Voltage Wiring Control Wiring 2 Honeywell Programmable Thermostats PVC condensate lines Refrigeration piping All necessary materials, labor, installation and start-up. Remove existing baseboard heaters as discussed. Refabricate existing boiler for new heating hot water coils. One year guaranty on defects in materials and workmanship during normal business hours. Total Job Cost: $28,895.00 We Hereby Propose to furnish materials and labor-complete in accordance with above specifications for the sum of Twenty Eight Thousand Eight Hundred Ninety Five Dollars. Payment to be made as follows: 50%deposit,50%start-up. We look forward to doing business with you! TOTAL $M895.00 THANK YOU. Accepted By Accepted Date ELECTRICAL INSPECTION REQUIRED APPROVED AS NOT WIND FRAMING NOTES NAILING SCHEDULE - PLAN CONTENTS: DATE: - Bp # GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NOT Y BUILDING DEPA N AT W 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING 765-1 02 8 AM TO 4 PM FOR HE r When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING WING INSPECTIONS: BUILDING HEIGHT (SEE PLANS) 1. F UNDATION - TWO REQUIR CONSTRUCTION N 0 TE S. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH z TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL F POURED CONCRETE 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUC11ON (SEE PLANS) 2. RC UGH - FRAMING & PLUMBI G W intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH 3. IN ULATION 9 P P TOE-NAIL Q � accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST 4. FINAL - CONSTRUCTION MUS for generally accepted good building practice and compliance with current New York CODE: 2020 IRC, State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA BE COMPLETE FOR C.O. construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL ALI NSTRUCTION SHALL ME THE U) "rr � sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAK41NG ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES REQUIREMENTS OF THE CODES -NEW CV OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 STATE. NOT RESPONSIBL FOR W L0 2). The General Contractor is responsible for ensuringthat all work and construction 3). WALL-TO-WALL ASSEMBLY: DESIG OR CONSTRUCTION ER ORS. Z co I meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER W"-CM - SBC END NAIL ATTICS w/o STORAGE 10 Cb These codes are to be considered as part of the specifications for this building and ' should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 'J ~ accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 OCCUPANCY OR < 0 0 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 = I'- (DO NOT SCALE DRAV.INGS). ) TO RAFTER END NAIL _ SE IS UNLAWFU . : First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift � _ ROOMS (SLEEPING) 30 WITHOUT CERTIF nAT V O 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete I WALL FRAMING: 15 inches in masonry block foundations, or lapped under STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, y pp 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTYSPACING NOTES NAIL NAIL GAURDRAILS ANY DIRECTIO 200 F OCCUPANCY 0 bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY {DESIGNED FOR CAT. C) Z precautions and programs in connection with the work. There are no warranties fora P q spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P 9 � P P 9 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O anchor bo!ts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. 4 - 16d COMMON Y WITH ALL CODES 1 )F INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE NEW Y&F 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD ON 2SI FACE EGRESS SEE FLOOR PLANS AND WINDOW! SCHEDULE K STATE & TOWN C DES 2 or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL A R ED AND CCNDITIO SOF attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION synn.. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 16" O.C. FACE �OUfiHOl 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS CARBON MO�IIXIDE ALARMS TO COMPLY WITH R315 IRC. - y 'PLUMBING edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SOUTH'OLC T such as bookcases, shelving, pantry, closets, trims, etc. 9 9 q � P OW, � BOARD ALL PLUMBING VLAST in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTIONv o EE TM-TING BEFORE COVET&'WATER LINES t'Cl: JG 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 /ECC SOUTHOLDTOU FOUNDATION NOTES: 6Typ E II EXTERIOR SHEARWALL meet the BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Ys,Dec Type II exterior shearwalls shall meet the re uirements of table 3.15a-b times theappropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 PLU!3ERCER =/CATION 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN `NEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD ON LEAD CONTE/ T BEFORE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS CERTIFICATE OF �CUPANC! Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION 2.4.4.2 and 2.2.4 respectively. NOTES SOLDER USED I I WATER QTY. SPACING MODERATE - SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 11 PONE SUPPLYSYSTE CANNOT 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST T0: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS F 0 R WIND LOADS: EXCEED 2/10 OF '% LEAD. Header aid/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD W r BLOCKING EACH TOE � 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ® 6" O.C. 8d COMMON Q 6" O.C. SEE NOTES: 1,30. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHE)RAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS BLOCKING TO: EACH TOE " " ( ) Where a ridge is to be used as a structural beam, the rafters shall either be notched and INTERIOR ZONE Sd COMMON ® 6 O.C. 8d COMMON ® 12 O.C. NOTE: 2 FOR PANEL FIELD to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 3 - 16d COMMON n anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ® 4" O.C. Sd COMMON D 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE f^ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL v z 8x16 cast iron foundation vent for every 150 sq. ft. of area. :DECK AND COVERED PORCH NOTES. JOIST ON LEDGER � PER TOE NOTES W Z o �. 3 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENT,�JED IN SCHEDULE NOTES ONLY. T W I>n N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. i 0 LO PP BAND JOIST 3 - 16d COMMON PER END + the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL J = C'4 9 P A 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U1 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Q Ln 8). Drainage as required by current N.Y.S. Residential Construction Code. SILL OR TOP PLATE FOOT SEE NOTE: 1 � 10Girders on concrete piers shall be anchored with proper steel connectors anchored -I- 2). Tabulated 12 inch o.c. nail spacing assumes sheat'ling attached to rafter / truss framing members with G>0.49. Z ~ FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U. 0 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL ..� =Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For U below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS F 0 R WIND LOADS: I W X Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:JOINT DESCRIPTION v SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES rv,W I 0 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON Q 6" O.C. 8d COMMON C 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) O 0 where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ^^ 0 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE i8d COMMON © 6" O.C. 8d COMMON C 12" O.C. SEE NOTE: 3 0.. 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All jrists to be supported with hangers and anchors. Each Joist shall also be anchored N OTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the some manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For Wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where. applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.O.0 . FIELD on plans. " 3 For panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) or exg other access openings unless otherwise noted (typical). �i��J 2 2 2Q�1 + 3). If wail studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 1 . PROVIDE 5 8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers runningu roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING / P pp y state and manufacture's recommendation for maximum hole size and spacing permitted. 2 . USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. e cowhere applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE 31. INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COM12" O.C. FIELD 9). Provide blocking/bridging in foor joists at 8'0 o.c.. Use solid blocking in floor joists as required by current NYS Residential Code - FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: FFndeblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) requirements. NOTE: to form an effective fire barrier between stories, and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. DRAWN BY: ZEN needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor equipment supplier. levels. Concealed ho1zontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based On wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed „ using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and ceve ceilings. JAN 18, 2021 ELECTRICAL NOTES : shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, Or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates shall be used to maintain load path. 2)• COMPACTION OF NEWS FILL SHALL BE AT LEAST 95% PROCTOR under stairs shall comply with current N.Y.S. Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SCALE : AS NOTED 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number Of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, to have regular 1/2n sheetrock. All walls to be taped and finished. t0 be reduced tot - 16d nail per foot. ) INCLUDING SUBFLOOR, IS COMPLETE. 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. , 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or c approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 V H E ET NO: torch down type material over. and R315 of IRC. TM l E � 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to J` be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 'f y o4, Yon q' V2 I 1 MALL TYPE LEGEND 3J'-0" EXISTING MASONRY WALL W EXISTING STUD WALL DEMOD WALL W C va LL: EXISTING UNFINISHED BASEMENT EXISTING GARAGE FOUNDATION W � Ln (UNCHANGED) n/ Z x 00 W LL w Z Zj QO O 6-4" 4'-11" 3' 7'-0" 7'-1" r O T O N N V � 2X10 GIRDER Q i �I O O L _ J LL _ J 3" DIA LALLY COLUMNS z EXISTING FOOTINGS O CU2O e-I it LL. a-1 � k N X W ■ E�,,fL a"l F\\ SCALE:1/4"= 1'-0" r z_� w W z d- = W0 rn U)UP Z O I` LL O u) .- C.0M EXISTING GARAGE W X W U . m N EXISTING LIVING ROOM �r I CONTRACTOR TO REMOVE ALL ^ tI..t� DEMO DOOR AND WALL FOR — _ J WALL FINISHES IN FOYER AND ADD � R-13 INSULATION TO CODE ENLARGED ENTRY � 7 7 2--�o �1aDY DEMO WALLS AS SHOWN DEMO EXISTING KITCHEN \\ // I ■I DEMO EXISTING STAIRS&WALL C - - - - - - - � CI- - - - - - - - - - - - - 0 DI --------- - - - - - - N I- - - - - — — — — I II � it II II I II II I EXISTING KITCHEN EXISTING DINING ROOM i DRAWN BY: ZEN Fr- I I I � °lJ UPEXISTING EXISTING WDER ROOM PANTRY JAN 18 2021 (U 'CHANGED) (UNCHANGED) LL- SCALE : AS NOTED DEMO EXISTING COAT CLOSET I I DEMO EXISTING FRONT STAIRS SHEET NO: - - - - - - - -� L - - - - - - - 0 EwrEYfl ems.,.' (33 F I F\�" ■e+-' F f, SCALE:1/4"=1'-0" 2 OA-4 W U d z O (� Wr1 L N CONTRACTOR TO CONFIR94^, SET NEW FOOTING UNDERNEATH r r X POINT LOAD SUPPORT , ■ , N EXISTING FOOTING EXISTING GARAGE FOUNDATION W04 w 't (UNCHANGED) z M cv ±8'-10" ±5'-8 1/2" ±3'-41/2" ±16-9 Q O N Z J � NEW 4"DIA LALLY COLUMNS ON 24"x24"x8" FOOTINGS. < Q O _ — -- - @ c� ® T �._. O 00 _ _ _ 2: r N � _ �L �J IST J F- � (D o �� - (3)2X10 GIRDER + o o U) Z EXIST 3"DIA LALLY COLUI" NSNEW O (2)2X10 6112DER U O e-I -i CUT 2 BEAM POCKETS IN EXISTING FOUNDATION FOR GIRDER K N N - X w ■ w' E D r-,"fy, W W r w Z Z W J d- 2 U-)_ � A-4 UN UP < Lo O Cn ZoLL 0 ti cn M U) co to C/) (D i W W O U m O LIVING ROOM O GARAGE o -A 0 CL a _ ailN j. N Z UP WOOD POST WOODPOST WOOD POST — REUSE EXISTING FIRE RATED DOOR. NEW STAIRS DOWN TO N '�d H SER NEW HEADER GARAGE SLAB. (2) '.„" LVL (2)114" LVL W/(2)2"STEEL rLATES )DN KITCHEN L ❑ ❑ O U �',,//� ❑ ❑ q K o NEW FRONT DOOR 13 �t� ❑ 13O �n Q m C4 t*Al ❑ b ❑ 0 13 13 0 C3 D DINING RO ° ° 0 0 LINE OF FIAT EPDM ROOF ABOVE PORCH. O0 0 ALIGN WITH EXISTING GARAGE SAVE. DRAWN BY: ZEN ❑ i Up - —NEW FRONT PORCH&STAI4S ❑ ❑ Q NEW BALASTERSUp EQ. 4'-0" EQ. POWDER PANTRY 10JAN 18 2021 ROOM O OCErimA SCALE : AS NOTED 0 SHEET NO: N E►�y z Al' Ff,Vul-I'Ll l r + SCALE:1/4"= 1'-0" \S O O w U z W D 0) EXISTING BEDROOM EXISTING BEDROOM (UNCHANGED) (UNCHANGED) w Lo � 'y z � F Ly M H 1 OiI'- Z 0 o i 113/4" O 7- � r- = NEW HEADERS) O O SEE PROPOSED PLANU) DN i•�\ FOR MORE INFO T O SEE PROPOSED PLAN FOR POST LOCATIONS O 0EXISTING BEDROOM (UNCHANGED) I EXISTING BATHROOM (UNCHANGED) 14'4" 1'-9" 12'-2" - M Ln • 60 EXIST 32 DIA STEEL COLUMN NEW 4" DIA STEEL COLUMN UP TO WOOD POSTS ABOVE EXISTING FOOTINGS J/ NEW 24"x24"x8" FOOTING Ljj UJ r- EC P E) I I,"I P (3- E KI F 1, R�. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" •� 7 z (D z i w z0 = w 0) 2" 2" 2„ Q I~I r z 0 -- - -- Li _ co - - -_ - - -- r --- --- 2 STUDS =-- -- -- -i--- faCOR L..�E'. U 6..�L� X4 DF/ - — I.D. LOCATION QTY, INSIDEJAMS(WxH) ROUGH OPENING(WxH) CONFIGURATION STOOf SIZE WxH MAKE � � ° o ;, o° lr j ° ° W X SPACING: FASTENER TYPE: „ i A if Orli,50n n " 311 !I 11 LL 1 LCJ 4 x 4 29.5 x 51.5 551 w — I i FFBATH AI'►�DE o - i ROOM PSEPJA II / SERIES _---� _ - - - No.8 WOOD-SCREW FASTENER TYPE: SPACING: I 16"OC BASED ANCHOR WITH ' B 5 36"X 50" 37.5"X 51.5" 37114"X 551 2" V J O J j tin.EMBEDMENT LENGTH No.8 WOOD-SCREW FF TVP. VVI/t DOWS / ANDERSEN SERIES 0 °° I CO'- BASED ANCHOR WITH B"oc o ° 1 1 °° FF SLIDING DOOR ANDERSEN 400 SERIF i No.10 WOOD-SCREWS O I O tin.EMBEDMENT LENGTH C 2 70 x 78 TBD 951/4 x 791/2 $ 0 ry 16"OC BASED ANCHOR WITH , _ i t j 2in.EMBEDMENT LENGTH " � No.10 WOOD-SCREWS ° I' i { BASED ANCHOR WITH oc - _ - -- i D FF BACK V�/INDO1� 1 TBD 66.5"x 45" SIDEBYSIDE 371/4"x 471/4!' TBD �- -- 0 od WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL W 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES r , CONS R U C TI 0 N N 0 TE S. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) v TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL Z 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH 9 P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST Q State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2020 IRC, construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL / �- shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES �/ sound and a weatherproof completed product. P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �/ (y OVER PAR11110N WFCM - SSC LAP NAIL EXT. BALCONIES gp W L0COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: Z meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 0� M These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 Q 00 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8c COMMON EACH TOE ATTICS w/ STORAGE 20 Z J accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 0 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( ) ROOF (GROUND SNOVI LOAD) PER NYS 301.6 r 2 - 16d COMMON LIVE LOADS PSF ROOMS (OTHER THAN SLEEPING 40 = I'- (DO NOT SCALE DRAV'F1NGS). 4). V�ALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ) � First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 n 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 0 STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and s!ab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL0 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lopped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY DESIGNED FOR CAT. C precautions and programs in connection with the work. There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ) s acin is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P 9 P2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDlr,1ND PATH CONNECTION 0 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON P PP attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.- Ih1 HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY 11-I NEPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE & CO2 DETECTORS � in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN NIA - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL F77ENERGY CALCULATIONS 2020 IECC FOUNDATION NOTES: 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE T0: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table .3.16. FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. ) �r FLOOR FRAMING. SNOW SPEED DESIGN ',TEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7 . INTERIOR SHEARI,ALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST T0: PER TOE concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS F 0 R WIND LOADS: g 8). CONNECTIONS AROUND EXTERIOR MALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON Any g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE ■ be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE W 5). Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 0 6" O.C. 8d COMMON 0 6" O.C. SEE NOTES: 1,3 � 9 P• TO JOIST END NAIL poured on 4 inch thick sand or grovel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: � �, Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE , " , " SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON 0 6 O.C. 8d COMMON 0 12 O.C. NOTE: 2 FOR PANEL FIELD � z � 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge " " along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 01: O.C. 8d COMMON 0 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18 x24 access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL � z 8x16 cast iron foundation vent for every 150 sq. ft. of area. N 0 TE S DECK AND COVERED PORCH NOTES. JOIST ON LEDGER PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM 3 - 8d COMMON JOIST NAIL W � �' N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z W 0 � BAND JOIST 3 - 16d COMMON PER END the below grade portion of exterior walls riot to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, U J I P TO JOIST JOIST NAIL ,' CN 8). Drainage cs required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. < Ln 2 - 16d COMMON �/1 � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 WJ J FRAMING NOTES / " gROOF 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members With G>0.49. Z u ~ into concrete with a minimum 1 2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. LL O 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS FER TABLE 3.8 framing members With 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. (0 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 0- X Douglas Fir. 4). Deck joists to have blocking ' at 80 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES �W U. CO U 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION v 6). Concrete piers shall be a minimum 6Ledger to be fastened to building w "with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON 0 6" O.C. 8d COMMON 0 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 0 O 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Doug. Fir. 5d COOLERS ^^ Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON 0 6" O.C. 8d COMMON 0 12" O.C. SEE NOTE: 3 L.J.. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL S H E A TH I N �,: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For Wall sheathing Within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where applicable to all connecting joists. 7/16" OSB � 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch O.C. nail spacing assumes sheathing attached to stud framing members With Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members With 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 4 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.FLOOR SHEATHING: other access openings unless otherwise noted (typical). �;. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1 . PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side 2 . USE SIMPSON HANGERS AND ANCHORS N,111i Z-MAX TRIPPLE PROlECT1VE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3�. INSTALL 1 - CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Fa r HVAC SYSTEM NOTES 1 OR LESS 12 O.C. FIELD . s;i.�Frge.r•. ' 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearingwalls. NOTES, as required by current NYS Residential Code - FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories, and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. DRAWN BY: ZEN needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor equipment supplier. levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based On Wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed „ using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing SOIL COMPACTION: Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge t0 obtain higher 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Aug 2021 shear capacities, nailing recuirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 9 adhered with PL per adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, Or alternate connectors, 'r 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufactures instructions. such as shear plates shall be used to maintain load path. 2). COMPACTION DENSITY ( OF NEI. FILL SHALL BE TM LEAST ). PROCTOR under stairs shall comply with current N.Y.S. Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY (PER ASllul D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When Wall sheathing is Continuous over Connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. SCALE : AS NOTED \ members,the tabulated numker of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tot - 16d ncil per foot. INCLUDING SUBFLOOR, IS COMPLETE. j 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SHEET NO: torch down type: material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ® E �°'I n E M 15 2021 _DD BUILDING DEPT TOWN OF SOUTHOLD WALL TYPE LEGEND 36'-0" EXISTING MASONRY WALL EXISTING STUD MALL v - - - - DEMOV WALL CU O Q U) r r r u EXISTING UNFINISHED BASEMENT W �- Lo � EXISTING GARAGE FOUNDATION � N (UNCHANGED) z M Z o 0 i �Q O 5'-4" 4'-11" 3i-O 71-171_1V1-8�' � O / o O 4 bo o O N N F (3)2X10 GIRDER Fr t —F--o —}- .o--I— I. e I. O U) L _J L { L — J 3"DIA LALLY COLUMNS Z EXISTING FOOTINGS O CS 0 (D @1 o x N U X W w/ % f �w ui w r W 1_ r SCALE: 1/4"=1'-0" — Z (D Z W Z0 T. wO Lo F rn N Q � UP " ' Z .0 0 O c r M T r O y O EXISTING GARAGE W O i W U. o0 -- U) 0 O Fv EXISTING LIVING ROOM O ry nn CONTRACTOR TO REMOVE ALL L� DEMO DOOR AND WALL FOR , I WALL FINISHES IN FOYER AND ADD -- -� R-13 INSULATION TO CODE V-1 ENLARGED ENTRY DEMO WALLS AS SHOWN DEMO EXISTING KITCHEN II II � DEP!!0 EXISTING STARS&WALL -- - - - I C - - - - - - -� CI-- - - - - - - - - - - - 0DNI I ------------------- —— — — I - Jo 11 I II II I N I I I I EXISTING KITCHEN EXISTING DINING ROOM DRAWN BY: ZEN I fir- UP EXISTING 0 L EXISTING POWDER ROOM Aug 2021 �\ \\ PANTRY �' �° .� "' :P����',,�', g � (UNCHANGED) i I . `�, �, c• '`; �` SCALE : AS NOTED `---DEMO EXISTING COAT CLOSET Al DEMO EXISTING FRONT STAIRS SHEET NO: L-- ---- -J 1 T I G F R V`3� F L SCALE:1/4"=1'-0" 2 A-4 W U U Z O W O � U r /// r N ) CONTRACTOR TO CONFIRM SET NEW F0071Na UNDERNEATH CV � POINT LOAD SUPPORT EXISTING FOOTING EXISTING GARAGE FOUNDATION Lo w (UNCHANGED) n/ z N ±5',81/2" ±3'-41/2" ±1$'-9" �,j_ Q 00 NEW 4" DIA LALLY COLUMNS ON O O 24"x24"x8" FOOTINGS.60 = O o I a -Tr- V o N F- L ::IJ EXIST I- -I O -+--o 3 )2X10 GIRDER+ -o f e I L _J L J L. _ J O � —\,JZ O EXIST 3"DIA LALLY COLUMNS NEW X1GIRDE (2)20 R U C e-I W ei (c3j LL CUT 2 BEAM POCKETS IN EXISTING 0 FOUNDATION FOR GIRDER K N V) X W ■ ry SCALE: 1/4"-:V-O" W Z � 0 Z Z W W _j "I- 0 2 = J = N A-4 U < f-- co UP Z O co ti 0 � O � D D r M -- � CU CD i W W O u- m B LIVING ROOM GARAGE O O O � W.J Q J I.iIN r W.N Z UP N�flOD POST WOOD POST WOOD POST REUSE EXISTING FIRE RATED / DOOR. NEW STAIRS DOWN TO NEW HEADER NEW HEADER GARAGE SLAB. (2)114" LVL (2)114" LVL W/(2)2"STEEL 'LATES DN KITCHEN �DL Ei ❑ ❑ q O c NEW FRONT DOOR ❑ ❑ � Q ❑ ❑ 69 e-i ° ° N ❑ ❑ ❑ ❑ 7 DINING ROOM 0 ❑ LINE OF FLAT EPDM ROOF ABOVE PORCH. ❑ ❑ ALIGN WITH EXISTING GARAGE SAVE. DRAWN BY: ZEN O ❑ ❑ ❑ ❑ ❑ UP NEW FRONT PORCH 8c STAIRS ru v NEW BALASTERS EQ41-011EQ. .� f UP of] POWDER PANTRY 10'•4 1/2" '� ' d `�, ROOM �' Aug 6, 2021 01p :, F O O SCALE : AS NOTED ... SHEET NO: r"' i,,--f Et�� L�ae�a 4r�'' , F I2 SCALE:1/4"-1'-0" O O w U Z w Q r � r r EXISTING BEDROOM EXISTING BEDROOM M r' (UNCHANGED) (UNCHANGED) W �- L0 z O M1 F `-,O Ob Z i r*-_ 1 11 /4" 7 O � O NEW HEADER(S) 0 O SEE PROPOSED PLAN UJ O O DN i.� FOR MORE INFO h SEE PROPOSED PLAN z FOR POST LOCATIONS iv O O O EXISTING BEDROOM 4 (UNCHANGED) 73 CLQ EXISTING BATHROOM (UNCHANGED) 14'-1" 1'-9" 12'-2" - M A 00 EXIST 3 2"DIA STEEL COLUMN NEW 4"DIA STEEL COLUMN UP TO WOOD POSTS ABOVE EXISTING FOOTINGS NEW 24"x24"x8" FOOTING Uj E), IS- T 11"',�!G,47 *131 E u f, D F f /01"vf",: FZ, lz DO` 1 CL SCALE:1/4"=1'-0" SCALE:1/4"= 1'-0" 7 r L .. z w Z -i d- = w cy) 2- Q rl r7 � Z '0^ F, ® ----®— --®--- 0 j2- ® ----® --®--- ® -1 2- ° ° w r co ____ -_-__---� ------- ------- 20 DF12 --- -- -------- - -- - ----- � - rN! r ryf �.r �► 4 7s !3.; I- k..lE' L ISS ---= STUDS Or co -- — --- I.D. LOCATION QTY. INS/DEJAMB /W ROUGH OPENING WxH CONFIGURATION STOCKSIZE WxH MAKE ® ® I w O SPACING: FASTENER TYPE: A FFBATHR0OM 1 28"x 50" 29.5"x 51.5" 311/4"x 551/4" ANDERSENA SER/ES w H m FASTENER TYPE: SPACING: No.8 WOOD-SCREW 2in.EMBEDMENT LENGTH B FF TYP. WINDOWS 5 36"x 50" 37.5"x 51.5" 371/4"x 551/2" ANDERSEN "�l A SERIES Q 1 f I'I No.a WOOD-SCREW I, (, 16'OC BASED ANCHOR WITH 0 BASED ANCHOR WITH 8"OC O O O O O 16"OC No.10 BASED WOOD -S WI SWS ® I ® 2in.EMBEDMENT LENGTH C FFSLIDING DOOR 2 70"x 78" TBD 951/4"x 791/2" ANDERSEN 400 SERIES 0 ANCHO` 2in.EMBEDMENT LEI TH —___--; ____ No.10 WOOD-SCREWS II 1/4m.d 3.LAGSCREW 1'' BASED NCHOR Nc ,,, 9"Oc ---- --- == —J� = _ � D FF BACK WINDO��✓ 1 TBD 66.5"x 45" SIDEBYSIDE 371/4"x 471/4" TBD � 0— 16"OC BASED ANCHOR WITH 2in.EMBEDMENT LENGTH BASE AN LAGSCREW WITH 1 E 2 36"x 45.5" 74"x 45.5" SIDEBYSIDE 371 4"x 471 4" ANDERSEN SERIF 0 BASED ANCHOR WITH 16"OC � D SF MASTER / / S ® i' ® 2in.EMBEDMENT LENGTH �! F SFMASTER 1 36"x455" IBD 371/4"x 471/4" ANDERSEN SERIES —GRADE PLYWOOD SHEATHING2- APA RATED G SFGUEST 2 36"x 45.5" 74"x455" SIDEBYSIDE 37114"x47114" ANDERSENA SERIES (ALTERNATIVIVE: 7/16. O.S.B.) ® 01/2- APA RATED SHEATHING _-- _--_ ___ ;�—_—___ _ _� = H SFGUEST 1 36"x45.5" TBD 371/4"x471/4" ANDERSEN SERIES GRADE PLYWOOD l (ALTERNATIVIVE: 7/16. O.SW10,10c I SFNURSERY 1 36"x45.5" 74"x455" SIDEBYSIDE 37114"x47114" ANDERSENA SERIES ac 8­8L - - --- -_ -_ MULTIPLE PLYWOOD ASSEM9lJES J SFBATHROOP7 1 36"x 45.5" TBD 311/2"x 48" ANDERSEN 400 SERIES FASTENER TYPE: 2 - 2X4 DF#2 STUDS CONNECTED - K No.8 WOOD-SCREW 7ROGATHERWITH Z ousNLE w, S KITCHEN 1 32"x 45.5" TBD TBD TBD BASED ANCHOR WITH ® ® AND NUTS A 2'—O O.C. L FRONT DOOR 1 TBD TBD 36"x 80" TBD 2in.EMBEDMENT LENGTH P WINDOW SLI TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ___ BASED ANCHOR WITH 12"OC --- — -- -- -- — — — PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH 3/4- APA PLYWOOD- THAN 4 FEET 1/4in.dia.LAGSCREW SHEATHING NOTE: BASED ANCHOR.EMBEDMENT WITH 16"oc ® CONTRACTOR TO VERIFY ALL UNIT SIZES AND ROUGH OPENINGS PRIOR TO ORDERING. tin.EMBEDMENT LENGTH7 • TYPICAL DOOR OPENING ° ° • CONTRACTOR TO ADJUST ROUGH OPENINGS AND HEADERS AS REQUIRED. PANEL SPAN GREATER THAN 4 FEET TYPICAL MULTIPLE OPENINGS • ALL NEW WINDOWS ARE U=0.32 AND SHGC= 0.40 MAXIMUM. AND EQUAL OR SMALLER PANEL SPAN GREATER THAN 6 FEET THAN 6 FEET AND EQUAL OR SMALLER DRAWN BY: ZEN THAN 8 FEET WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.21 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NO-f USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Aug 6, 2021 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. `' ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ° '. y "F SCALE : AS NOTED Al SHEET NO: ., H U T T I D IS 3 SCALE:3/16"=1'-0"