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Home My WebLink About47172-Z �.�guEF01�-�0 Town of Southold 11/27/2023 P.O.Box 1179 o • gF 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44764 Date: 11/27/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 575 Delmar Dr.,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/12/2021 pursuant to which Building Permit No. 47172 dated 12/3/2021 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: single family dwelling with unfinished basement, covered front entry,covered porch and attached garage as applied for. The certificate is issued to Pennacchia,Andrew&Malone,Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2429 l l/l/2023 ELECTRICAL CERTIFICATE NO. 47172 11/20/2023 PLUMBERS CERTIFICATION DATED 10/31/2023 tAized 'n &Heating c. 0 nature � suFF i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY N f 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#: 47172 Date: 12/3/2021 Permission is hereby granted to: Liardi Jr, Louis 48 Plane Tree Ln St James, NY 11780 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 575 Delmar Dr., Laurel SCTM #473889 Sec/Block/Lot# 128.-3-4 Pursuant to application dated 11/12/2021 and approved by the Building Inspector. To expire on 6/4/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,270.80 CO-NEW DWELLING $50.00 Total: $2,320.80 Building Inspector SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • �o Jamesh southoldtownny.gov Southold,NY 1197]-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Andrew Pennacchai Address: 575 Delmar Drive city:Laurel st: New York zip: 11948 Building Permit#: 47172 Section: 128 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: MBI Plus Electric INC. Electrician: Manuel Ibarra License No: 57515-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 60 Ceiling Fixtures 27 Bath Exhaust Fan 3 Service 3 ph Hot Water 30a GFCI Recpt 13 Wall Fixtures 12 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 11 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 60 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 2 ovens,1 dishwasher,1 hood, 1 mini fridge, 1 washer, 1 dryer, 1 mini split ur Notes: HOUSE Inspector Signature: Date: November 20, 2023 575 delmar dr fol'tco Town Hall Annex �® Gy Telephone(631)765-1802 54375 Main Road o P.O. Box 1179 y Southold, NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTMCATION Date: J O S z02-3 Buildina Permit INC,.. y-7 r7 2 Owner: AAAce'j `finncac W)a (Please print) Plumber: 4" Wft�'1G c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this — day of Q 20_a_ EoQualified RA M ZOND:on blic-State o.OIZO637 Notary Public, [ COunty in Suffo on Expires 1 OF SOUTh°� # # TOWN OF SOUTHOLD BUILDING-DEPT. il% � 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING �C] FRAMINGcAM /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] 'FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l/ �Mv4k 9 ME.-I �) l.�a 9 itit ��ll��o(f�►5 DATE �o�.'� INSPECTOR ho�aOF SOUIyOIo f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] 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: cj tt/4T-sT- P�96- OE uzr'Gh �J'_rf-' �hG �'6?o�G—P� GL�I�j'j�f/LF> Foil. FIY..E�Ld��rr C:�✓ DATE 5-1-Zz INSPECTOR rg SUUIq�� i 2 5 7S e IMAr # # TOWN OF-SOUTHOLD BUILDING DEPT. `ycou 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 [N&ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS:Ci4 W* c,&&+ s4plep (At. 740A_ Pf G 4crc d w M&I 57; n coo m w r ce rA 1 v i . J T 440A - eCe Aln 4ei on2 Vt�/I,T� DATE INSPECTOR ,rU 1�1 SO�Iyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] �N ULATIO�WCAULKING [ ] FRAMING/STRAPPING [�] FINAL N [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR(E�C/O [ ] RENTAL REMARKS: �� w v V DATE l l 'LOy INSPECTOR OF SObTyO - l 4 bekor b� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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: ALk5 V'4 ujor- i Wk puAld cJ 4,44 jDoor- loG c A or vo I Af,!� Tr oAe� -.Zr Mr;C DATE INSPECTOR y �1 � OF SO 172 UIo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 : � .J NSP ECT I O N [ ] 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 REMARKS: DATE INSPECTOR o�aOF SOUTyO L4 -7 r z # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 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: 4tG V!1,� et�4C DATE INSPECTOR �`- OE SOGlyplo << Z'l 5 7S i)-e r. C>l- # 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) [,Xj ELECTRICAL (FINAL) [ ] CODE VIOLATION A PRE C/O [ ] RENTAL REMARKS: a. DATE ll-o�O A3 INSPECTOR Energy Testing Services November 2, 2023 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 575 Delmar Drive Laurel, NY 11948 As requested by the Town of Southold, Energy Testing Services was retained by Andrew Pennacchia to perform a Blower Door test at the above address and found the leakage rate to be 738 CFM @ 50 Pa, equal to 1.4 ACH @ 50Pa.The ducted heat pump,system in the basement was also tested for air leakage.The leakage rate of the feat pump was 29 CFM @ 25 Pa,equal to 2%duct leakage for the area served.This house meets compliance ,by Peaking less than the maximum requirement of 3 ACH @ 50Pa and 4%duct leakage for the area served. If you have any questions, please dog not hesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631) 244-2627/Cell: (631)405-9890 i January 11, 2022 JAN 1 ;L 2022 � • . Owner-Andrew PennacchiaBUILDI ®, a Property Address: 575 Delmar Drive, Laurel, NY 11948 TOWN OF�OUTHOLD Subject: Foundation Installation and Waterproofing Certification I certify that the concrete foundation and foundation waterproofing at the above address has been constructed in accordance with both the Southold Town Code and the 2020 New York State Residential Building Code. Sincerely, Matthew Kohne ARCy�T 'a _ 'k- Q4� 0 ��O F NEB ® g WII MAY 1 i 70V LD ' tiU1WI1VbUtP1. To"OF8011m +r, Property Owner:Andrew Pennacchia Property Address:575 Delmar Drive,Laurel,NY 11948 Building Permit-#:47172 Subject:Insulation Certification I certify that the insulation installed at the above address is in accordance with both the Southold Town Code and the 2020 New York State Residential Building Code. .Sincerely, Matthew Kohne Licensed Architect,AIA,NCARB ED� y s �41615 OF NEB n TOWN .BUIL . or Air Ail ,a a �",��►`�,�� a *� � ` Y' � (� w t ice,. i 9 �, .°t1 �`�®.��..A psi , -�" S t,�• `�`+ �j 3/ �, .,��1 y � � 1 r 1— - 0 mime lljlglslvw ®w� • 1 1 • e e 1 kOUGH1 �stw� '` ,a,.sc�r��.sxs.�ay..�..z �.�iis.��..a3iar��..��!«'7�►13�N]` J I.�s�•�''lrrl:6Tt�s icier lawAl�1�s��4L•YVt/ri 77/f%�J1�Y��//� STATE I' 00 ® r 1%..��: WdIAW,N �� d � � / � � J /_• / / � /ill I' ��' �gyfFO(�cD TOWN OF SOUTHOLD—BUILDING DEPARTMENT O Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnyov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only a ,, PERMIT NO. Building Inspector: NOV 1 2 2921 Applications and forms.rriusf,be.filled out in their,entirety.Incomplete. • applications will hot be accepted:;Where the Applicant is not the ow_ner;an, BUILDING DEPT. Owner'sho Autrizatiori form(Page,2)shall be completed:. TOWN OF SOUTHOLD Date:11/07/21 0WNER(S)OF PROPERTY: Name:ANDREW PENNACCHIA SCTM#1000-128-03-04 Project Address:575 DELMAR DRIVE, LAUREL, NY 11948 Phone#:631-902-7016 Fmail:A.J.PENN ACCHIA@GMAIL.COM Mailing Address:g00 MASON DRIVE, CUTCHOGUE, NY 11935 CONTACT PERSON: Name:ANDREW PENNACCHIA Mailing Address:g00 MASON DRIVE, CUTCHOGUE, NY 11935 _ Phone#:631-902-7016 Email:A.J.PEN NACCHIA@GMAIL.COM =DESIGN:PROFESSIONAL INFORMATION Name:MATTHEW KOHNE Mailing Address:48 WAKEMAN ROAD, HAMPTON BAYS, NY 11946 Phone#:631-381-5527 Email:MATT@MATTHEWKOHNE.COM :CONTRACTOR INFORMATION: Name:MODERN GREEN HOME CONSTRUCTION Mailing Address:PO BOX 2007 BRIDGEHAMPTON, NY 11932 Phone#:631-899-4225 Email:ANDREW@MODERNGREENHOME.COM . DESCRIPTION',OF..PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $350,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:VACANT LAND Intended use of property:SINGLE-FAMILY RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to SOUTHOLD-TOWN, R-40 ZONING this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 dieck Box�After,Readirig:`,The'owner/contractor/design professional is responsible for all drainage and'storni water issues' provided tiy..;'' :,Chapter 236'of.the Town Code:.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant fo,the Building Zone,' Ordinance of th wn e To of Southold,Suffolk;county,'New York and other applicable Laws,ordlranc6s or Regulations,for the construction of buildings,, '.additions,alterations or.for removal or demolition'as,l ereip de"scribed.The applicant agree comply with all applicable laws;,ordinances,.building housing code.end regulation`s and to admit authorized Inspectors on premises and in building(s)for neces'sary_inspectlons:False statements made herein are' r, punishable as a l ass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri ntname):ANDREW PENNACCHIA ❑Authorized Agent BOwner Signature of Applicant: Date: 11/07/21 STATE OF NEW YORK) - SS: COUNTY OF SUFFOLK ) AN D REW PE N NACCH IA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OWN E R (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 day of Nnlism� cr ,20 21 WIj 1 tary Public TRAC ' L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRESJUNE30,2,Q� fl2. 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 I � �Couf JAN 1 2 2022 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD `iv clr .,.,,, Town Hall Annex- 54375 Main Road - PO Box 1179 .m. ^► Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(a)-southoldtownny.gov- seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:01/06/2022 Company Name: MBI Plus Electric Inc. Electrician's Name: Manuel Felipe Ibarra License No.: 57515-ME Elec. email:mbipluselectric@gmail.com Elec. Phone No: 631-324-1237 I,ZI I request an email copy of Certificate of Compliance Elec. Address.: 62 Newtown Lane Suite 102 East Hampton, NY 11937 JOB SITE INFORMATION (All Information Required) Name: Andrew Pennacchia L((fir d1 Address: 575 Delmar Drive, Laurel, NY 11948 Cross Street: Peconic Bay,Boulevard Phone No.: 631-902-7016 Bldg.Permit#:47172 email:a.j.pennacchia@gmail.com Tax Map District: 1000 Section:128 Block: 03 Lot:04. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New house construction Square Footage: 12.550 Circle All That Apply: Is job ready for inspection?: ❑ YES NO [--]Rough In ❑ Final Do you need a Temp Certificate?: 0 YES❑NO Issued On Temp Information: (All information required) Service SizeW11 Ph❑3 Ph Size: 200 A # Meters Old Meter# ZNewService❑Fire Reconnect[-]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 7 H Frame D Pole Work done on Service? Y ZN Additional Information: PAYMENT DUE WITH APPLICATION /1 , t � l i1 Lr. Fr A% JAN '2 2U22 BUILDING DEPARTMENT- Electrical Inspector �O D� TOWN OF SOUTHOLD N N aF ;?.;;-,.,-,....Town Hall Annex - 54375 Main Road - PO Box 1179 ^ Southold, New York 1.1971-0959 Telephone (631) 765-1802 - FAX (631) 765-0502 1 rogerr(c�southoldtownny.gov - seand(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date:01/06/2022 Company Name: MBI Plus Electric.lnc. Electrician's Name: Manuel Felipe Ibarra License No.: 57515-ME Elec. email:mbipluselectric@gmail.com Elec. Phone No: 631-324-1237 GZl l request an email copy of Certificate of Compliance Elec. Address.: 62 Newtown Lane Suite 102 East Hampton, NY 11937 JOB SITE INFORMATION (All Information Required) Name: Andrew Pennacchia U©lr J1 Address: 575 Delmar-Drive-, LaureIVNY 11-948 Cross Street: .Pecoriiq:Bay,,Boulevard Phone No.: 631.-902=7046 BIdg.Permit#:47172 .. email:a:j:pennacclia@gma'il:com `Tax:Map District: 1`000. Secfion12$ Block:'03. Lot:U4 :. BRIEF DESCRIPT:ION`aF V1lORK,'INCLUDE.SQUARE FOOTAGE`(Please'Frint Clearly): Newhouse construction Square Footage: . 2 5 0. Circle All That Apply: Is job ready for inspection?: YES NO Rough In - Final Do you need a Temp Certificate?: ❑� YES NO Issued On Temp Information: (All information required) Service SizeZ1 Ph❑3 Ph Size: 200 A # Meters Old Meter# ®New ServiceOFire ReconnectElFlood Reconnect OService Reconnect[]Underground Overhead # Underground Laterals D 1 2 H Frame F1 Pole Work done on Service? p Y WIN Additional Information: PAYMENT DUE WITH APPLICATION 100 2-�l PERMIT# l Address: IV A � Switches tt4,L �L Outlets f ttt Surface Sconces-�%,%. TVR1IH- � y UC Lts 11 Frid'e '�. ..HW... t1 . . Fans ' --.-,,g.- _.. ....... ........ :..... .._�: .......__ .:... Exhaust Oven . p� W/p Smokes :�� DW 9 _. Mini: . 1 ..... :.:. __....... Carboni ' - IVlicro... Generator C" mbo Cookt op __... .- Transfer'- qC. 1... AH t� Hood .. "i F.` I Amps Nave Used Special: oX&ofY Comments. �3 30. IMP a� Title No. PAC-4460 VARIANCE SEARCH JOANN SPANBURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: . THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 11/1/2021 AND TO DISCLOSE THAT SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 1/1/1973. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 11/10/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 10th DAY OF NOVEMBER, 2021 T5 GZ1 Qb LIC/q BY: NOTARY PUBLIC JOAA SPAN BURGH-WASKI, MICHELLEBO TOMLEY PRESIDENT Notary Public,State of Ne 498w York Reg.No.olBO9798 QualiFed In Suffolk County, Commission Expires 12/16/ 'v Title No. PAC-4460 Subject Premises: 1000-128.00-03.00-004.000 Leonard C. Emma Dated: 4/6/1970 TO Rec'd: 4/13/1970 Emma Enterprises, Inc. Liber 6728 cp 339 Emma Enterprises, Inc. Dated: 11/5/1971 TO Rec'd: 11/9/1971 Stanley Sledjeski Liber 7043 cp 15 Stanley Sledjeski Dated: 9/19/1972 TO Rec'd: 9/27/1972 Louis J. Liardi and Bette B. Liardi, his wife Liber 7251 cp 257 Continued... Sworn to before me this PECONIC ABSTRACT, INC. loth day of November, 2021 Notary Public Joann Span burg h-Waski, President MICHELLE 1301 OMLEY Notary Public,State of New York Reg.No.01 B04989798 Qualified In Suffolk County Commission Expires 12/16/ti Title No. PAC-4460 Subject Premises: 1000-128.00-03.00-004.000 Continued... Louis J. Liardi and Bette B. Liardi, his wife Dated: 6/18/1980 TO Rec'd: 6/20/1980 Louis J. Liardi, Jr. and June Liardi, his wife Liber 8841 cp 85 Louis J. Liardi, Jr. Dated: 9/20/2021 TO Rec'd: 9/20/2021 Andrew Pennacchia and Lisa Malone, husband and wife Liber 13120 cp 520 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 10th day of November, 2021 Notary Public Joann Spanburgh-Waski, President MICHELLE BO I rOMLC'r NOWY Public State of ,,•prl� Reg.No.01B049897P8 Qualified in Suffolk mmi C<,unCounty ion Expires 12/v Title No. PAC-4460 North of Subject Premises: Delmar Drive Sworn to before me this PECONIC ABSTRACT, INC. 10th day of November, 2021 ' -66zT O-nn LI-1-1 by: A-14 U" 41 Notary Public Joann Spanburgh-Waski, President MICHELLE BOTrOMLEY Notary Public,State of New York Reg.No.01804989798 Qualified In Suffolk County " � Commission Expires 12/16/ 'VA Title No. PAC-4460 South of Subject Premises: 1000-128.00-03.00-009.000 Leonard C. Emma Dated: 4/6/1970 TO Rec'd: 4/13/1970 Emma Enterprises, Inc. Liber 6728 cp 339 Emma Enterprises, Inc. Dated: 7/26/1973 TO Rec'd: 7/27/1973 Laurel Country Estates Property Owners Association, Inc. Liber 7452 cp 453 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 10' day of November, 2021 7D o fin4 LLUI by: U". 61 Notary Public Joann Spanburgh-Waski, President MICHELLE BOT TOMLEY Notary public,State of New York Reg.No.01BO4989798 Qualified In Suffolk Countyv, Commission Expires 12/16/ Title No. PAC-4460 East of Subject Premises: 1000-128.00-03.00-006.000 Leonard C. Emma Dated: 4/6/1970 TO Rec'd: 4/13/1970 Emma Enterprises, Inc. Liber 6728 cp 339 Emma Enterprises, Inc. Dated: 11/14/1970 TO Rec'd: 11/16/1970 Mil-Matt Agency, Inc. Liber 6839 cp 432 Mil-Matt Agency, Inc. Dated: 9/19/1972 TO Rec'd: 10/3/1972 Herbert R. Munao and Marianne Munao, his wife Liber 7254 cp 465 Herbert R. Munao and Marianne Munao, his wife Dated: 7/6/1979 TO Rec'd: 7/16/1979 David Haas and Susan Haas, his wife Liber 8659 cp 108 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 10t" day of November, 2021 Notary Public Joann Spanburgh.-Waski, MICI-IELLE 60TgOWILE-1 President Notary Public,State of Ner4 York Reg.No.01 B04989798 , Qualified In Suffolk 1y161+�/ Commission Expires Title No. PAC-4460 East of Subject Premises: 1000-128.00-03.00-005.000 Continued... David Haas and Susan Haas, his wife Dated: 9/26/1980 TO Rec'd: 9/26/1980 Louis A. Dinizio and Audrey M. Dinizio, his wife Liber 8888 cp 562 Louis A. Dinizio and Audrey M. Dinizio, his wife Dated: 2/11/1981 TO Rec'd: 2/25/1981 Stanley Pelchuck and Jane Aud Pelchuck, his wife Liber 8964 cp 498 Aud Jane Pelchuck Dated: 4/4/2014 TO Rec'd: 8/26/2014 Don C. Pelchuck and Lora Gaston, as Co-Trustees Liber 12786 cp 350 of the Aud Jane Pelchuck Irrevocable Trust, dated 4/4/2014 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 10' day of November, 20211 UNAG� lGl�i w� by. 4alzllWll Notary Public Joann Span burg h-Waski, MICHELLE BOT i O'°flLEY President Notary Public,Stetc of P'edv Voris Reg.NO-01B04989798 cluaiified In Sufplk 1county commission ExPres Title No. PAC-4460 East of Subject Premises: 1000-128.00-03.00-005.000 Continued... Don C. Pelchuck and Lora Gaston, as Co-Trustees Dated: 4/30/2018 of the Aud Jane Pelchuck Irrevocable Trust, dated 4/4/2014 Rec'd: 7/20/2018 TO Liber 12970 cp 493 Philip Romano and Doreen Romano, husband and wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 10' day of November, 2021 Notary Public Joann Spanburgh-Waski, President MICP bl cE 130 oO BILE tn�, Notary Reg.No.0113049,97s3 Qualified In sul;ollt ount /` Commission Exgi s 1 Title No. PAC-4460 West of Subject Premises: Delmar Drive West Sworn to before me this PECONIC ABSTRACT, INC. i 101" day of November, 2021 Notary Public Joann Spanburgh-Waski, President MICHELLE BOTTOMLEY Notary p No'0-IB04989798 York Reg. � Qualified In Suffolk o I t Commission ExP PLOT PLAN OF LOT 5 MAP OF d LAUREL COUNTRY ESTATES FILE No. 5486 FILED JUNE 22, 1970 SITUATE LAUREL TOWN OF SOUTHOLD uSEOP B cGWzc� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-03-04 SCALE 1"=40' JUNE 24, 2021 �+ 0 AREA = 21,610 sq. ft. 0.496 ac. TEST HOLE DATA V5F5 PUg, ' (TE57 HOLE DUG BY SHAWN M. BARRON U.S. cA7��J 1 5, ON JUNE 14, 2021 6;39 P.M.) NO TES., g DgID E 6p 0 ,5 S EL 27,0 p, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D.TH :2 DATUM EXISTING ELEVATIONS ARE SHOWN THU5:�2LX SANDY LOAM (SM) 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1-4 BEDROOM HOUSE IS 1,250 GALLONS. W 1R5� ' LOAMY SAND WITH GRAVEL (SM) 3 MIN MU 8' ACHING SYSTEM OR A VE DEPTH 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. GO Rg PROPOSED FUTURE 50% EXPANSION POOL C CONC• N �j 3.3' N 1,•2� :•Q::+ Q MIXED SAND ® PROPOSED 8' DIP. X 12' DEEP LEACHING POOL LOT ® , SHOO V r� o� D WITH GRAVEL (SP) {�( PROPOSED 1,250 GALLON MIN. SEPTIC TANK 2ZO $TEST HOLE EQO; o� L: •` 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 1ZP p�Op&3 Cy °: Z — EL 10.0'' 17• OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. p\A pR ?::0.::•:.:: :::::'t::::;;:;:':`:::• O C� EL e.0' I 19.0' DRAINAGE SYSTEM CALCULATIONS• ............. -( :. ..ZPJ O.i.:.i?:iCi.F:}�••. ..�� L� HIGHEST EXPECTED GROUND WATER SSO��G } :::::?:i}:i?ii:_ ', p. df� r TEST WELL No. c. 40 B o07 150 c 65 8 DRI 1E200 sRE Aft: .1X20.17q=f204 cu. ft. Z +d `� 204 cu. ft. 42.2 = 4.8 vertical ff. of 8' dla. leaching q W 05� 6P 5� t'•T'.'::}::::F;;???;:: :� :•�:: `�, ! ° lP / g pool required PROVIDE 1 8' dla. X 6' high STORM DRAIN POOL WITH OPEN DRAIN GRATE ON 2,R00 00 sq?eft. X sq. ft. = 374 cu. ft. 9 ' 374 cu. ft. / 42.2 = 8.9 vertical ft. of 8' dla. leaching pool requ F3� PROVIDE (2) 8' dla. X 6' high STORM DRAIN POOLS CONNECTED TO'GP A ,DERS 4� pCtOppSE --op O� Q n p P�FnQt4l� X�� U n J �pPmMaNcs _ � O N ¢p p a 1 �P �g ,�/�{ � Y 4 PREPARED�I�3 - 9DANCE-WR�3 INIMUM IMAND..� ` LOT O �U O�, �1 3AS8 i t3 {� W�/ � e a_ !�I�� 1 Z� ORTH�10 . �A�USH .e�u C D 9 : 4 YY U / M y® M; C 0 'c 9 0+2�$ ZO USES P e O wP� � Z EM)W-,. S T EE'EARS FROM i A'fT-,f 3,' -1,RPRO VAL _ t 467 S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan orwin III SECTION 7209 OF THE NEW YORK STATE ' - EDUCATION LAW C EAR Land Surveyor COPIES OF THIS SURVEY MAP BING THE LAND SURVEYOR'S INKED SEAL L OR _n-the EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S. Cleanout mustbe-installed-o ', TO BE A VAUD TRUE COPY. Joseph A. Ingegno L.S. _ CERTIFICATIONS INDICATED HEREON SHALL RUN �w septic_tank_infef waste line:""Afl utiliti.e IS PREPARED,THE PERSON HOS BEHALF TOE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout _� _ TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 i�`e_quir_e_a_5ftminirri'um se'a�aton LENDING INsrrnmON USTtD HEREON,AND O _ _ p TO THE ASSIGNEES OF THE LENDING INSD- OFFICES LOCATED AT MAILING ADDRESS -- s�_...._7y, TU`nON.CERTIFICATIONS ARE NOT TRANSFERABLE the septic system: 1586 Main Road P.O. Box 16 4 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com SURVEY OF LOT 5 MAP OF LAUREL COUNTRY ESTATES FILE No. 5486 FILED JUNE 22, 1970 SITUATE LAUREL ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DPUGGWpSER S.C. TAX No. 1000-128-03-04 �S SCALE 1"=40' JUNE 24, 2021 JANUARY 10, 2022 FOUNDATION LOCATION AREA = 21,610 sq. ft. W 0.496 ac. -Au psys e�eU o ,60 p5 �g �R DR sE� ��,c� N l vC.Q O� Ry�� \ Cp D Ln 1% WL1+E \ GUI FpUN�pEBI19 23,d N! Zp$ �+ $ AN n rJ�e o �60 P Z01 Cn p ® E C n s�Y�� E9 pl f LOT ® GON�Rrr(E�6o C� i JAN 1 2 2022 i O+ O; 230 Zp9 9 N V90 A�5p py To \ , x OQ oo Z i Bp p7' � Z CS � i Fp6g. O ! g8 h3 &WLRE fEN c� O STANDARDS I F.OR�7ITRW Ys �A�ISHED 7` e0 OT �L BY THE L"IS.-AND APPROVED'1AND9 PTFD 9 0' SpeVO ppWP�� FOR SUCH�U� E'fNEW'Y° -LAND,`1 .O V 41 �� ` '•v, _4�J.Y. Lic. No. 50467 i//��' �v UNAUTHORIZED ALTERATION OR ADDITION Nathan -ft Corwin' III O TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE CPIESEDUCATION LAW, Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR A. EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S.TO BE A VALID TRUE COPY. Joseph A. Ingegn0 L.S. CERDFlCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys -Subdivisions - Site Plans - Construction Layout IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND FOX 631 727-1727 LENDING INSTITUTION LISTED HEREON,AND PHONE (631)727-2090 �0 TO THE ASSIGNEES OF THE LENDING INSn— OFFICES LOCATED AT MAILING ADDRESS TUITION.CERBFlCARONS ARE NOT TRANSFERABLE. 15B6 Main Road P.O. Box 16 4 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin30aol.com �r SURVEY OF LOT 5 MAP OF d LAUREL COUNTRY ESTATES TX FILE No. 5486 FILED JUNE 22, 1970 SITUATE LAUREL .��• TOWN OF SOUTHOLD DvE) ,60 Og' "` SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-03-04 •�F,L (DEL ' ONO SCALE 1"=30' 1 ,�.'• :� ..;�, .._ d JUNE 24, 2021 - �t • JANUARY 10, 2022 FOUNDATION LOCATION • \ Do c �'' :•;:a AUGUST 24, 2023 FINAL SURVEY r � \ _ • \ �,�,'-'°� AREA = 21,610 sq. ft. 0.496 cc. cA�C N` ;RIO� all-it �W 1. HOUSE OFFSETS ARE TO FOUNDATION. ski >t O c ots J� SEPTIC SYSTEM TIE MEASUREMENTS Ts• HOUSE HOUSE - - - HOUSE •. `' E o 4 CORNER QA CORNER© CORNER �, o 1 N `gyp° / —1 � SEPTIC TANK _ y0 OUTLET COVER LEACHING POOL O _ COVER 17 50 p y n / UNAUTHORIZED AL'IERArION OR ADDITION Q // TO THIS SURVEY IS A VIOLATION OF SECTION 7209 I wOF THE NEW YORK STATE Vol of THE SURVEY NIP NOT BEARING tLs ta YO THE LAND SEAL °IDEMM � CONSIDERED 0 .D BE A VALID TRUE S �'� ONLY o THE INDICATED HEREON HE S RUN �¢ ONLY 7D 7ED,PERSON FOR WHOM THE SURVEY TI PREPARED.AND VE EHALF H6 B TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSITMION LISTED HEREON,AND TO THE ASS04M OF THE LENDING INSTI- TUTION. CERnFr-4TIOMS ARE NOT TRANSFERABLE .� THE EXISTENCE OF RIM OF WAYS W O AND/OR FJSEMENTS OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES .�{ A APPROVAL OF CONSTRUCTED WORKS FOR "� PREPARED IN ACCORDANCE WITH THE MINIMUM ASINGLE FAMILY RESIDENCE �� "N'°"` T�R,R AND LE S' '�RVEIS ETAeIS"ED Nathan Taft Corwin 111 BY THE L -4" APPROVED AND ADOPTED TOL knom �Y,DRK STATE LARD �, Land Surveyor Date 11/1/2023 H.S. Ref. No. R-21-2429 _ ��P,�E.OF.NF `�� The sewage dis osaf and water su 5� 1AFTC69 0 �� Successor To. Stalley J. Isakwn. Jr. I.S. p pply facilities at this location have been O `y. Joseph A. Ingegno LS. inspected and/or certified by this Department or other agencies and found �j * =P / 2 Title Surveys - Subd Wons - Site Plans - Construcdon Layout to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. Fax 631 727-1727 'Q e� ^ PHONE (631)727-2090 ( ) 4q "/ _ OMCES LOC4TED AT ~G ADDRESS ••• ••• �� 1586 Main Road P.O. Box 16 CRAIG KNEPPER P.E.,CHIEF Office of Wastewater Management .� ,q � ^vQ �� Jameaport, New York 11947 Jamesport. New York 11947 .� N.Y.S. Lic. No. 50467 E-MeW NCorwin30aol.com 41-1 NYSI F New York State Insurance Fund PO BOX 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Q .0 A A A A A 261840723 BALDON GROUP INC 1 S OCEAN AVE SUITE 206 . PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 375 DELMAR DR,LAURE MODERN GREEN HOME LLC TD BANK, N.A. ISAOA/ATIMA PO BOX 2007 POST OFFICE BOX 39158 BRIDGEHAMPTON NY 11932 SOLON OH 44139 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12234 366-9 61761 09/20/2021 TO 09/26/2022 11/4/2021 THIS IS TO-CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2234 366-9, 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://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 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 STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:273779122 U-26.3 ® DATE(MMIDDIYYYY) AC40R o CERTIFICATE OF LIABILITY INSURANCE 11/04/2021 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 endorsement(s). CONTACT Carol Mueller PRODUCER NAME: Baldon Group,Inc. PHONE (631)289-8822 FAX No: (631)289-8833 AIC No Ell: 1 South Ocean Avenue,Ste 206 E-MAIL cmueller@baldongroup.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Patchogue NY 11772 INSURERA: Southwest Marine&General Ins.Co. 12294 INSURED INSURER B: Modern Green Home,LLC INSURER C: PO BOX 2007 INSURER D: INSURER E: Bridgehampton NY 11932 INSURER F COVERAGES CERTIFICATE NUMBER: 21-22 GL/XS 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. I�TR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD AULIL YIYYYY MM/EFF DD/YYYY CY EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 RENTED DAMAGE TO 100,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 A GL2021 LHB00301 08/06/2021 08/06/2022 PERSONAL a ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑X PRE LOC PRODUCTS-COMP/OPAGG $ 2,000,000 $ OTHER: CMBIAUTOMOBILE LIABILITY Ee accciden SINGLE LIMIT $ ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY, AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ 3,000,000 H A x EXCESS LIAB CLAIMS-MADE EX2021LHB00090 08/06/2021 08/06/2022 AGGREGATE $ 3,000,000 DED RETENTION$ YIN $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE:575 Delmar Drive Laurel NY 11948/Andrew Pennacchia,Lisa Malone CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TD Bank,N.A.ISAOA/ATIMA ACCORDANCE WITH THE POLICY PROVISIONS. Post Office Box 39158 AUTHORIZED REPRESENTATIVE �•,, . Solon OH 44139-0158 `7~ /Al2Z. @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Generated by-REScheck_Web Software �J( Comp Dance Certificate Project 575. Delmar Drive - Penn Residence Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: : New Construction Orientation: Bldg: faces 0 deg. from,North Conditioned Floor Area: 2,542 ft2 -Glazing Area 14% -Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 575 Delmar Drive Andrew Pennacchia Andrew Pennacchia Laurel, NY.11948 900 Mason Drive Moderngreenhome.com Cutchogue, NY 11935 2408.Montauk highway; Modern 6319027016 Green Home a.j.pennacchia@gmail.com #2A Bridgehampton,.New York 11932, 6319027016 andrew@moderngreenhome.com Compliance: Passes using UA trade-off 'Compliance: 4.6%Better Than Code Maximum UA: 522 Your UA: 498 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance.the house is based on code trade-off rules. It DOES NOT,provide an estimate'of energy,use or cost relative to a.minimum-code home. Slab-on-grade tradeoffs.are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade" assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling-or Scissor Truss 542 30.0 0.0 0.035 0.026 19 14 Ceiling 1: Cathedral Ceiling 1,690 30:0 0.0 0:034 0.026 57 44 Wall: Wood Frame, 16"o.c.Orientation: Unspecified 4,085 19.0 0.0 0.060 0.060 211 211 - Door: Glass Door(over 50%glazing) SHGC: 0.32 231 0.290 0.320 67. 74 Orientation: Unspecified Window:Wood Frame SHGC: 0.32 336 0.280 0.320- 94 108 Orientation: Unspecified Floor: All-Wood joist/Truss- 1,512 30..0. 0.0 0.633 _ 0.047 50. 71 Project Title:575 Delmar Drive - Penn Residence Report date: 11/08/21 Data filename: Page 1 of10 Compliance Statement The proposed building design described here is:consistent with the building plans, specifications, and other calculations submitted with the permit application.The:proposed building has.been designed to.meet:the 2018 IECC:requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck.Inspection Checklist.. Name-Title Signature Date Project Title::575 Delmar Drive - Penn Residence Report date: 11/08%21 Data-filename: Page 2 of10 REScheck software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0%were"addressed directly,in the RESch.e,ck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each. . requirement, the user certifies that a code requirement will.be met and how that is documented,or that an exception is being claimed: Where compliance is itemized in a separate table,.a reference to that table is provided. Section ..: # Pre Review Plans verified Field Verified :Complies? Comments/Assumptions & Req.ID Value: Value 103.1,: :Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not .[PRl]1 ;"energy code compliance for the U building envelope.Thermal ❑Not Observable lenvelope represented on I]Not Applicable ,construction documents. 163:1, ,Construction drawings and ❑Complies 103.2, "documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1_ :lighting and-mechanical systems. ❑Not Observable U. !Systems serving multiple ❑Not Applicable. :dwelling units must demonstrate compliance.with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 I'sized per ACCA.Manual S based Btu/hr Btu/hr. ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: UNot.Observable Bj Manual J or other methods Btu/hr { Btu/hr i a❑Not Applicable approved by the code official. I .Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3" Low Impact'(Tier 3) . Project Title:575 Delmar Drive - Penn Residence Report.date: 11/08/21 Data:filename: Page 3 of10 Section # Foundation Inspection Complies? ; Comments/Assumptions: &Req.ID 303.2.1 iA protective covering is installed to ❑Complies [F011]2 'protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ❑Not Observable J grade: i❑Not Applicable . 403.9 ;Snow-and ice-Melting system controls;❑Complies [FO12]2 (installed. ❑Does Not i . ;❑Not Observable 3 ;EINot Applicable - - . Additional Comments/Assumptions:. 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title:5:75 Delmar Drive -Penn Residence� Report:date: 11/08)21 Data filename: Page 4 of10 Section - Plans Verified : :.Field Verified # Framing/"Rough-In Inspection : Complies? Comments/Assumptions Value Value . . ... . ..6i Re:q.ID :. ... . 402:1.1, : ;Glazing U-factor(area-weighted U- I U- ;❑Complies .: .;See the Envelope Assemblies 402.3.1, average). . ❑Does.Not table for values. s. -402.3.3, 402.5 ❑Not Observable [FR2]1 ;❑Not Applicable;:; .303.1.3 ;U-factors.of fenestration products ❑Complies [FR4]1 !are determined in accordance ❑Does Not 81... ,with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable - 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does'Not AD ;instructions. ❑Not Observable ❑Not.Applicable 402.4.3 Fenestretiori that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not COO /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code a ❑Not•Applicable limits:, 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not i and labeled to indicate s2.0 cfm 1+leakage at 75 Pa. ; ❑Not Observable ❑Not Applicable 403.3.1 ;.Supply and return ducts in attics ❑Complies [FR12]1 I insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and.>= ; R-6 where< 3 inches. Supply and ❑Not Observable 1 return ducts in other portions of ❑Not Applicable ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor<3 inches in diameter. 403.3.2 :Ducts,,air handlers and filter �l]Complies [FR13]1 boxes are sealed with ❑Does'Not joints/seams corripliant with U ;International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.15: }:Building cavities are not used as ❑Complies [FR15]3'- Irducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies 2) buried in ceiling insulation have ❑Does Not [FR26]3 an insulation R-value not less than R78,the sum of the ceiling ;. =" ❑Not Observable insulation R=value against and ❑Not.Applicable , above the top of the duct, and ,against and below the bottom of the duct, is'>=than R-19, excluding.the R-value of the,cluct j a insulation. . 1 High Impact(Tier i) 2 Medium impact(Tier 2) ,3 Low Impact(Tier 3)., Project Title:.5,75 Delmar Drive - Penn Residence Report date: 11/08/21 Data filename: Page 5 of10 Section Plans Verified . ::Field Verified # Framing%Rough-In Inspection Complies? Comments/Assumptions: .Value• Value 403:3J ':� :Ducts declared fo.be within the - ;• ❑Com plies' . fFR28]3 conditioned space are either 1) :. ❑Does,Not j ,e completely within the continuous air barrier and within the building - • ❑Not Observable "thermal envelope,,2)'buried ❑ of Applicable ; within ceiling insulation in accordance.with Section ' 11403.3.6 and the air handler,is located completely,within the continuous air baerier'and within •the building the.rmal,6hyelope .. and the-duct leakage is <=:1.5 cfm/100 square feet of. conditioned floor.area served by the duct system,or 3)the ceiling j insulation R-value installed against and above the insulated duct>=to the proposed.ceiling. insulation R-value, less the R-' value of the insulation on the 403A 4 HVAC piping conveying fluids R- R- .;❑Complies [FR17]z above 105°F or chilled fluids j ;ElDoes Not below 55.°F.are insulated to>_R= ; I J .. 3 ;❑Not Observable j. ❑Not Applicable . 403.4.1 Protection of insulation on HVAC ❑Complies IFR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable, 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >A-3. ;❑Does:Not j . . f I❑Not Observable ❑Not Applicable: j 403.6 lAutomatic or gravity dampers areComplies ]EI [FR19]2 1 installed on all outdoor air _ ❑noes Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ... ... ... . 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3). Project Title:, 575 Delmar Drive - Penn Residence Report elate: 11/08/21 Data filename: Page 6 of10 Section _ Plans Verified; .Field Verified # Insulation Inspection.: Complies? Comments/Assumptions &Req:ID •: Value Value 303.1 ;AII installed insulation is labeled l❑Complies [IN13]2 or the installed R-values ❑Does;Not ,8 provided.. .. 1❑Not Observable 0Not Applicable 40211, ;Floor insulation R-value; R- R- ;❑Complies .;See the Envelope Assemblies 402.2.E ;table for values. ❑ Wood ;❑ Wood ❑Does:Not [IN1]1 ❑ Steel j❑ Steel j❑Not Observable ❑Not Applicable. .303.2, Floor insulation installed per ❑Complies . . 402.2.8 :manufacturer's instructions and- ❑Does.Not [IN2]1 ;in substantial contact with the underside of the.subfloor, or floor Observable v . ❑Not O framing cavity insulation is in ❑Not Applicable_ I ;contact with the top side of sheathing, or continuous )insulation is installed.on the j underside of floor framing and extends from the bottom to the =' top of all perimeter floor framing = "= members: 402.1.11 ;-Wall insulation R-value..If this is a: R- R- ❑Com lies See the Envelope Assemblies 4022.5, 1 mass wall with at least M2 of the ❑ Wood ;❑ Wood. ❑Does Not table for values. 402:2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ' v requirement applies(FR10). Steel ❑.Steel j❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions: a'' ❑Does Not ❑Not Observable ; ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact.(Tier,l) 2 Medium Impact(Tier 2) 1_3.1 Low Impact(Tier 3) Project Title:, 575 Delmar Drive - Penn Residence Report-date: 11/08/21 Data filename: Page 7 of10 Section Plans Verified : .::Field Verified # Final Inspection Provisions Complies? Comments/Assumptions: &Req.ID .-Value Value 4021.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies .402.2.1 ❑ Wood ;❑.Wood ;❑Does:Not table for values. 402.2.2, ,❑ Steel ❑,Steel ;❑Not Observable 402.2.E [FI1]1 TINot Applicable 303.1.1.1, :Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. Does Not... ; [FI2]1 ;Blown insulation marked every 300 w. ❑Not Observable. ❑Not Applicable 402.2.3 I Vented,attics with air permeable. ❑Complies [FI22]z . insulation include baffle adjacent oboes Not -Ito soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- -;❑Complies [FI3]1 : insulation >_R-value of the ElDoes Not- . adjacent assembly: ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door:test @ 50 Pa. <=5 ACH 50 = ACH 50 = 1❑Complies [FI17] ach in Climate Zones.1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 . !:determine air leakage with ft2 ft2 E]Does Not either: Rough-in test::Total ; {leakage measured with a ❑Not Observable pressure differential of 0:1:inch ;❑Not Applicable . w:g. across the system including .;. ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total..;. leakage measured with a pressure differential of 0.1 inch ; jw.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 :: cfm/100 ;❑Complies l'Fl4]? !cfm/100 ft2 across the system or i ft? ft2 El Does Not <=3 cfm/100 ft2 without air j ;.handler @ 25 Pa:For rough-in ❑Not Observable tests,verification may need to. ❑Not Applicable ;occur during Framing Inspection.: ; 403.3.2.1 ;Air handler leakage designated ❑Complies [F]24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable-thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not I heating and cooling systems and initially set by manufacturer to e . Not Observable code specifications. ❑Not A licable PP 403.1.2 ;Heat pump thermostat installed ❑Complies [F110]2 Ion heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]z 1 systems have automatic or JpDoes Not . i accessible.manual controls. I : J ❑Not Observable 3❑N0t Applicable, .j . 1 High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 1. 3.1 Low Impact(Tier 3) Project Title:5.75 Delmar Drive - Penn Residence Report.date: 11/08/21 Datafilename: Page 8 of10 Section Plans Verified: ::Field Verified .. # Final Inspection Provisions , : Complies? Comments/Assumptions .Value Value &;Req.ID .: 403.6.1 ;AII mechanical ventilation system ❑Complies [FI25]2 }fans not part oftested and listed_ ❑Does:Not HVAC equipment meet efficacy. . and air flow-limits.per Table ❑Not Observable l R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat = . ❑Complies [FI26]2 !through one-or two-pipe:heating, - 3❑Does:Not j systems have outdoor setback { ❑Not Observable, control to lower boiler water !.temperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 1 have a circulation pump.The ❑Does Not !system return.pipe.is a dedicated return pipe or a cold water supply ❑Not Observable I pipe.Gravity and thermos- ❑No ;• t Applicable a syphon circulation systems,are. . not present:Controls for circulating hot:water system 'pumps start the'pump with signal !for hot water demand within the, 1 occupancy.Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and i no demand for hot wafer exists. 403.5.1.2 !Electric heat trace systems ❑Complies [F129]2 ,comply with IEEE 515.1_or UL : : ❑Does Not 515.Controls automatically adjust the energy input.to the ❑Not Observable.; heat tracing to maintain the Not-Applicable j {desired water temperature in the i Piping. 403:5.2 'Demand recirculation water - ❑Complies . [F130]2 i systems have controls that „ - ❑Does Not `manage operation of the pump ❑Not Observable !and limit the temperature of the water entering.the cold.water ❑Not Applicable i piping to<= 100F. - 403.5.4 i Drain water heat recovery units [:]Complies : . [F131]2 nested in.accordance with CSA ❑Does Not {B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < psi si for ❑Not Applicable individual units connected.to one or two showers. Potable water- side pressure loss of drain water i heat recovery units < 2 psi for !:individual units,connected to three or more showers. 404.1 90%or more of permanent, ❑Com,plies [F]6]1 Ifixtures have high efficacy lamps. ❑Does Not . . ❑Not Observable:.; ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3•, ).no continuous pilot:light. ❑Does Not 9 -: ❑Not Observable ; . . . ONot Applicable 401.3 '.Compliance certificate posted. ❑Complies .. . [FI7]2 ! : ❑Does Not. Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1..3,1 Low Impact(Tier 3).. Project Title:, 5.75 Delmar Drive -.Penn Residence Report:date: 11/08/21 Data filename: Page 9 of10 :Section Plans Verified : ::Field Verified # Final Inspection Provisions, - : Complies? Comments/Assumptions &:Re.q.ID .: . . . . ...Value Value M. 363:3 Manufacturer manuals for ❑Complies .. [FI18]3 "mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable j Additional Comments/Assumptions: . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3). Project Title:575 Delmar Drive- Penn Residence Report:date: 11/08/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-;Grade Wall 14.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 0.32 Door 0.29 0.32 CoolingHeating & Heating System: Cooling.System: Water Heater: Name,.- Date: Comments I L P ' mmNN Ptq RESIDENCE APPR VED As! TED DATE: B.P.# FEE: P. ABY: NOTIFY BUILDING DEPARTM�-- - 765-1802 8 AM TO 4 PPSM, FOR THE ----- FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE LOCATION 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - 575 DELMAR DRIVE 41. FINAL - CONSTRUCTION MUST LAUREL, NY 11948 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR _ DESIGN OR CONSTRUCTION ERRORS. --- Notes ,RE D A jyc, COMPLY WITH ALL CODES OF Cr`v' NEW YORK STATE & TOWN CODES �Op AS REQUIRED AND CONDITIONS OF S U i r a BOARD .A @- .SQLM40L-D-IO�,tI1MSTEES � o F'N �O N.X. ZF-C.---- No. Issue DatE OCCUPANCY OR _ USE IS UNLAWFUL _ 1 Health Department 6.20.21 2 Pricing Plans 10.27.21 WITHOUT CERTIFICA OF OCCUPANCY 3 Permit Set 11.09.21 4 Permit Set 11.30.21 D E H C E F) E RETAIN STORM WATER RUNOFF- - 5 7 5 D E LMAR DRIVE PURSUANT To CHAPTM V9 - OF THE TOWN CODE, LAUREL, NY 11948 PLUMBER CERTIFICATION ---- — -----I Sheet Number Sheet Name Issued ON LEAD CONTENT BEFORE o�" e�' door -_- - CERTIFICATE OF OCCUPANCY and. ductNvork --- — --- -- - -- - -- --- -- SOLDER USED IN WATER testing required. i G001 x SUPPLY SYSTEM CANNOT -----__-- Cover ----------- ---- - _ - -- - _ - EXCEED 2/10 OF 1% LEAD. j Notes + Codes x A010 Site Plan x - A100 Foundation Plan _ , ---_ - t Floor Plan x -_- --_A1o1 Firs _—_-- ___-- _ _ � Must Provide Manuals r------- _ r------- ---------------- Second Floor Plan --- --,-__ --- x PLUMBING D9 J and S as per A103 _ Roof Plan------- --------- -X - - -- ---- ALL Pl hU.i IN(.1 V A 7TE _ Pa1YS Energy Cade A200 Building Elevations x &WATER LI�aES NEED A201 Building Elevations x T `IhG.BEFURw C04�r".RING ,.- Building Sections -_ � _ _ x A600 Window + Door Schedules x E100 Foundation Electrical Plan_ r rir� separation--- --- G -- ---------— ------- - .- - -- — required as per -- - - E101 First Floor Electrical NYS Cade _- _ _ -Plan , � E102 Second Floor Electrical Plan I E`°U`''�PL�,C1";t?Q'^;�R��'1fR'?Q -._ ---- - �- I S000 __ Framing Notes x Foundation Frarne 9 Plan j x i __ — -S100-- --- --- - - ;------------- ------ - -- � All exterior Iighting ---------------------------------------- r amin Plan x S101 1- -First Floor-`r -g ---- I --- --- ---- - Installed, replaced or S102 _ ! Second moor Framing Plan x re aired shall conform ------- - - - -- ---- - ----- - X----- ---- -- L��T`R8�:�4I. — to Chapter 172 Roof FramingPlan S103 -- - - � . !, _ ' "CT iloRj REQUIR�i of the�'o�w o�� ---- - - --- - --------- -- --- S300 Foundation Details � -- --- -- -- -------j — - Scale: AS NOTEC S400 Framing Details x - --- — . I----- ------- - -- --- ! Date: 12/1/202' DO NOT PROCEED WITH % FRS,alf^fG UNTIL SUI VE'J OF FOUNDATION LOCATION, Cover HA3 BUL:N APPROVED. . LIST OF ABBREVIATIONS A.B. ANCHOR BOLT EQ. EQUAL MTL. METAL SEC. SECONDARY A/C AIR CONDITIONING EQUIP. EQUIPMENT MET.S. METAL SADDLE SECT. SECTION A.F.F. ABOVE FINISHED FLOOR EXH. EXHAUST M.F. METAL FURRING Sim. SIMILAR ALUM. ALUMINUM EXP.JT. EXPANSION JOINT MFG. MANUFACTURER S.N.D. SANITARY NAPKIN DISPENSER @ AT EXT. EXTERIOR MIN. MINIMUM S.P. STARTING POINT BLDG. BUILDING F.B.C. FURNISHED BY OWNER misc. MISCELLANEOUS S.R. SUPPLY RISER BL'K BLOCK F.D. FLOOR DRAIN M.O. MASONRY OPENING S.S. STAINLESS STEEL B.O. BOTTOM OF F.E.C. FIRE EXTINGUISHER CABINET M.S. MARBLE SADDLE STIL. STEEL RESIDENCE BOTT. BOTTOM F.F. FINISH FLOOR N.I.C. NOT IN CONTRACT STOR. STORAGE CAB. CABINET FIXT. FIXTURE N.V. NAPKIN VENDOR STRUCT. STRUCTURAL CLG. CEILING F.J. FLOOR JOIST O.C. ON CENTER SUSP.CLG. SUSPENDED CEILING CEM. CEMENT FL. FLOOR O.D. OUTSIDE DIAMETER T TEMPERED CER. CERAMIC FLOUR. FLOURESCENT O.G. OCCUPANCY GROUP T.B.D. TO BE DETERMINED C.J. CEILING JOIST F.P. FIREPLACE O.H. OPPOSITE HAND T&G TONGUE AND GROOVE CIL CLOSET F.P.S.C. FIREPROOF SELF CLOSING OPER. OPERABLE T.D. TOWEL DISPENSER q_ CENTERLINE F.S.P. FIRE STAND PIPE OPN'G OPENING T.E. TOILET EXHAUST C.M.U. CONCRETE MASONRY UNIT GA. GAUGE PNTED PAINTED TEL. TELEPHONE COL. COLUMN GALV. GALVANIZED PART'N PARTITION T.O. TOP OF CONC. CONCRETE GYP. GYPSUM WALL BOARD P.C. POURED CONCRETE T.O.F.F. TOP OF FINISHED FLOOR LOCATION COND. CONDUIT H.M. HOLLOW METAL P.H. PAPER HOLDER T.O.S. TOP OF SLAB CONT. CONTINUOUS HORIZ. HORIZONTAL PL. PLATE T.O.P. TOP OF PLATE 575 DELMAR DRIVE CONV. CONVECTOR H.P. HIGH POINT P.L. PROPERTY LINE T.O.W. TOP OF WALL C.V. CENTRAL VACUUM HR. HOUR PLY PLYWOOD TYP. TYPICAL LAUREL, NY 11948 DTL. DETAIL H.V.A.C. HEATING, VENTILATING, POLY POLYETHELENE U.O.N. UNLESS OTHERWISE NOTED DIA. DIAMETER AIR CONDITIONING R RADIUS V.C.T. VINYL COMPOSITION TILE DIM. DIMENSION IGU INSULATED GLASS UNIT R.A. RETURN AIR VERT. VERTICAL DN DOWN INSUL. INSULATION RCA. RECYCLED AGGREGATE VEST. VESTIBULE D DRYER JAN.CL. JANITORS CLOSET R.D. ROOF DRAIN W WASHER D.J. DECK JOIST JT. JOINT REF. REFIGERATOR W/ WITH Notes DW DISH WASHER LAV LAVATORY R.O. ROUGH OPENING W.C. WATER CLOSET DWG. DRAWING LLV LONG LEG VERTICAL REINF. REINFORCEMENT W.H. WATER HEATER EL. ELEVATION L.P. LOW POINT REQ'D REQUIRED W.P. WATERPROOFING ELEC. ELECTRICAL MACH. MACHINE RM. ROOM W. PUR. WATER PURIFIER/PURIFICATION ELEV. ELEVATOR MAX. MAXIMUM R.R. ROOF RAFTER W.R. WATER RESISTANT E.M.R. ELEVATOR MACHINE ROOM MECH. MECHANICAL R.S. RUBBER SADDLE W.W.M. WELDED WIRE MESH ENCL. ENCLOSURE MEMB.W.P. MEMBRANE WATERPROOF S.A. SUPPLY AIR MATERIALS LEGEND SYMBOLS LEGEND 4, 1—SECTION NUMBER BATT INSULATION � GRAVEL DOOR NUMBER SHEET NUMBER (SEE DOOR SCHEDULE) COMMON BRICK F-7 GYPSUM BOARD DETAIL INDICATOR WINDOW NUMBER No. (SEE WINDOW SCHEDULE) Issue Date F IRE BRICK ------ PLYWOOD 1 Health Department 6.20.21 'V 1— ---DETAIL NUMBER COLUMN NUMBER CONCRETE q��' RIGID INSULATION SHEET NUMBER 2 Pricing Plans 10.27.21 1 7t- 3 Permit Set 11.09.21 CONCRETE MASONRY STEEL UNIT(C.M.U.) 4 Permit Set 11.30.21 DETAIL CLOUD MARKER REVISION CLOUD MARKER CUT STONE WOOD LINE INDICATING EARTH CEMENT BOARD LEV L E INDICATION OBJECTS ABOVE Note: [0'-O"]= + 0.0 LINE INDICATING OBJECTS BELOW PAPER RESIN WATERPROOF COMPOSITE PANEL MEMBRANE FIRE RESISTANCE-RATED WALL. - NUMBER INDICATES TYPE OF CABINET MARKER E l RESISTANCE,SEE A400 APPLICABLE CODES PLUMBING RISER DIAGRAM BUILDING: 2020 RESIDENTIAL CODE OF NEW YORK STATE FIRE: 2020 FIRE CODE OF NEW YORK STATE VENT VENT VENT MECHANICAL: 2020 MECHANICAL CODE OF NEW YORK STATE ROOF PLUMBING: 2020 PLUMBING CODE OF NEW YORK STATE MASTER BATH BATH 2 ENERGY: 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SANITARY: SUFFOLK COUNTY SANITARY CODE LAV. LAV. W.C. TUB SHOWER TUB W'C. LAV. —--------- TABLE P3201.7 NYS BUILDING STANDARDS AND CODES UPPER LEVEL SIZE OF TRAPS FOR PLUMBING FIXTURES To the best of my knowledge,belief and professional judgement,such plans or specifications are in TRAP SIZE compliance with the 2020 New York State Energy conservation construction code and chapter 11 of the INSULATION AND ENERGY NOTES PLUMBING FIXTURE MIN.Irnum 2020 Residential Code of New York State. (inches) 4" 4" 4" BATHTUB(W1 OR W/O SHOWER HEAD AND/OR FUP. TE.51112020— LAUNDRY BATH 1 KITCHEN WHIRLPOOL ATTACHMENTS 1 1/2' WHERE MUNICIPALITIES REQUIRE"HERS"RATINGS THE REM MODEL PROVIDED BIDET 1 1/4' BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. ROOF: R-30 INSULATION, MIN . CLOTHES WASHER STANDPIPE 2' 1.H.E.R.S.INDEX REPORT AS REQUIRED BY OTHERS DISHWASHER(ON SEPARATE TRAP) 1 1/2' 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT D.W. THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONSITESTS ARE PERFORMED. EXTERIOR WALLS: R-19 INSULATION WASHER, MIN. W.C. LAV. LAV. LAV, FLOOR DRAIN 2' 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION KITCHEN SINK(ONE OF TWO TRAPS,W1 OR W/O PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. UPDATEDS/112021 DISHWASHER&FOOD WASTE DISPOSER 1 1/2" 1 FLOOR: R-30 INSULTAION, MIN. ------------ GROUND LEVEL LAUNDRY TUB(ONE OR MORE COMPARTMENTS 1 1/2' ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL SLABS: R-10 PERIMETER + UNDER -_ MEMBERS T_____ LAVATORY 1 1/4' UPDATED 5/112020 �_ 4" 4" SHOWER(BASED ON THE TOTAL FLOW RATE STRUCTURAL LIVE DEAD ALLOWABLE THROUGH SHOWERHEADS AND BODY SPRAYS MEMBERS LOADS LOADS DEFLECTION FLOW RATE: 96% PROPANE FURNACES 5.7 G.P.M.AND LESS 1 1/2" EXTERIOR BALCONIES 40 10 U360 MORE THAN 5.7 G.P.M.UP TO 12.3 G.P.M. 2' Scale: AS NOTED MORE THAN 12.3 G.P.M.UP TO 25.8 G.P.M. 3" DECKS 40 10 U360 15 SEER AC UNITS MORE THAN 25.8 G.P.M.UP TO 55.6 G.P.M. 4' ATTIC WITHOUT STORAGE 10 10 U240 Date: 12/1/2021 ATTIC W1 STORAGE 1 20 10 L1240 FIRST FLOOR 40 10 U360 TANKLESS .97 EF DHW PROPANE FIRED For SI:finch=25.4 mm,I gallon per minute=3785 UM ECOND FLOOR S nn 10 U360 UPDATED 5/1@020 ROOF RAFTERS-GROUND SNOW LOAD=20 psf L1240 LOWER LEVEL ERV VENTILATION TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ---- ALL ENERGY STAR APPLIANCES IIUMAI�D 411/2021 4" GROUND n WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 100% LED LIGHTING SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN f a ' DESIGN UNDERLAYME�T HAZARDS FREEZING ANNUAL Notes + Codes SNOW LOAD FROST LINE c (MPH) EFFECTS REGIO I EBRISZONEm CATEGORY WEATHERING DEPTHb TERMITE TEMPe REQUIRED INDEX TEMPI TO SEPTIC ________C.O. 'F 'F 100% OF DUCTWORK AND AHU'S WITHING CONDITIONED SPACE S MODERATE SYSTEM 20 PSF 130 MPH YES NO NC B SEVERE 36" TO HEAVY 11 YES NONE 452 2.9 ACH50 BLOWER DOOR TEST 2020 RESIDENTIAL CODE 0 F NEW YORK STATE NOTE: R301.2.1.2 DESIGN CRITERIA: R-6 MIN. ON ALL DUCTWORK CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)B EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN DESIGNED IN ACCORDANCE WITH: AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),CHAPTER 3&6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN.DESIGN LOAD FOR BUILDINGS AND STRUCTURES":REVISION OF ANSI/ASCE 7-16. UPDATED 01 G002 I I F L 77 7E. F rb" Oerty.. In" forma on - . kl- (Property Address: 575 Delmar Drive, Laurel, NY 11948 S.C.T.M. Number 1000-128-03-0 P "tm H Im Lot Area 21,610 sq. ft. Jurisdiction: Southold Town, R-40 Zoning RESIDENCE .7 Zo' ni hig' ,taiclulationg Finished Floor Areas First Floor: 11417 S Second Floor: 11147 SF LOCATION Total: 21564 SF 575 DELMAR DRIVE LAUREL, NY 11948 UTILITY POLE 0 UTILITY POLE Notes U V LL < co LU GRAVEL < U) --= = \ ? _ .: . '- Ln j:j DRIVEWAY N z 0 0 U C LLJ No. Issue Date 0 - - - - - - - - - - - - - - - - - - - - - - - - - Health Department 6.20.21 2 Pricing Plans 10.27.21 3 Permit Set 11.09.21 4 Permit Set 11.30.21 \ ,T z < cy- LU � LL DECK ENTRY PORCH ROOF ----------------- --------- I - STORY FLAT ROOF Z STORY MAIN HOUSE I STORY COURTYARD PRIMARY FRONT YARD SETBACK HOUSE + GARAGE 401-011 DECK ROOF GRAVEL DRIVEWAY J, — — — — — — — — — — — — — — — — — — — - - — — — — — — - U W Scale: AS NOTED to Date: 12/1/2021 LU Q U) Site Plan Site Plan — SCALE: 1/8 = 1 -011 Y A01 0 J I I I I I I I I I I I I I I L RESIDENCE ,0. LOCATION 11'-53/4" 23'-0" 575 DELMAR DRIVE r- --------------------------------------------------------------------------------- --, LAUREL, NY 11948 I 1 -AZI) I r 1 1 I ^ II I 1______________________________________________________1_________--______, , I 1 I I 1 I I I I I 1 I I I DROPPED GIRDER I ; I Notes I 1 I I I I � I A A, /Z'J` UNFINISHED MECH ROOM T- u N I 1 I I 041615 O� I I EASE TO ATTIC I i OF NE I I I I � I I 5'-4"— 5'-4" 5'-4" 21'-0" zo I 1 I I 1 1 I � I _ 1 I — _ _ ❑ No. Issue Date I I I --1,El i I I ; i o o ZD I I Health Department 6.20.21 ' Ln 16' o" I 2 Pricing Plans 10.27.21 -------------------------------- I 1 M I I I I 1 Permit Set 11.09.21 zp C , 1 I 4 Permit Set 11.30.21 3 2" 3 2" — I 1 I I 1 3'-6" 12'-1" 6'-2" CRAWLSPACE 1 � I I ' I ' -- ---- -- ---- ----- -- --- — - -- — - — -- — — a i 1___________________________________________________________� I I I I I1 I j I I C- r f i '.I I 1 UNFINISHED I I •--- -- ' I ' BASEMENT - 16'-0" ; — I C? I ' •------------------------------------------ ; 1 I I I I I STEP FOUNDATION Co I , I I - 1 — I I , I ZD I I I I �Ln zo I DROPPED GIRDER 1 Q i �� U ; M r--------, II L----------------------------------------------------- ------------- 4" GARAGE SLAB- --- ' I 1 I , -- Ln I -I- I -.-J I I-- --------------------------------------------------------------------------------- '-- ' I I I '-------- BASEMENT EGRESS WINDOW WELL AS 23'-0" 3'-0" I , PER NYS CODE I ; I I MIN.CLEAR — , I — I M N , , I — , 1 I I ----------------------------------------------------------------: 1 — i ce ® I -----------------------------------------• --- ----' '---- --- '---- ----' Scale: AS NOTED 11'-8 1/2" 11'-3 1/4" 11'-3 3/8" 21'-0" Date: 12/1/2021 S C - COMBINATION SMOKE + CARBON MONOXIDE DETECTOR (LOCATIONS AS REQUIRED BY NYS CODE) Foundation Plan _ _Foundation Plan SCALE: 1/4" _ 1 1_0 11 - - -- - -- ---- — --- -- - -- -- -- _ Al 00 J I I I I I I I I I I I I I L RESIDENCE 5 1/2" 5 1/2" 5 1/2" 5 1/2" 22'-1" 16'-0" 20'-1" 3 1/2" — — - 8'-3 1/2" 1'-7 1/2" 5 1/2" 5 1/ " 5 1/2" 12'-1 1/8" 20'-5 1/2" 4'-10 9/16" 11'-1 7/16" 3'-4 13/16" 10' 1 3/16" 5'-9" LOCATION 575 DELMAR DRIVE — o — LAUREL, NY 11948 N Ap lfl Vl I N — ----- /,�, Notes D05 \ �! 00 �`` �> w• LIVING _ (P DECK \\ .� ROOM ! - OF tj aL ♦ /1 Ln Ln No. Issue Date S C --- ENTRY DECK NLn BATH 1 Li, 1 Health Department 6.20.21 ODot is= f OFFICE Q— = 2 Pricing Plans 10.27.21 --- 3 Permit Set 11.09.21 L �, D11 D n �-- C 4 Permit Set 11.30.21 M D1 ENTRY - ---- --- - - - -- - --- � A301 ® S C CL D14 LAUNDRY / MUDROOM00 �p rnIn n DR W Do4 DINING -- 4'-6 O 1/2" 9'-7 7 ��_ — --_--- --- --- - / 16"/ 1'-10 1/16" " in o KITCHEN VERED — 00 DECK M i ® ---- - - --- -------- ----- -- -- - - - ----- UNFINISHED — in Ln D03 2-CAR GARAGE 0 a COURTYARD 0U COVERED ♦- DECK 0 N " O ., Ln Ln 12'-011/16" 11'-31/4" 11'- 1/4'— Scale: AS NOTED -7 1/2' Date: 14'-11 3/4" 5'-11 1/4' 12/1/2021 5 1/ ' S 1/ 5 1/' ' 5 1/ ' 22'-1" 16'-0" 20'-1" S C - COMBINATION SMOKE + CARBON MONOXIDE DETECTOR _ (LOCATIONS AS REQUIRED BY NYS CODE) First Floor Plan First Floor Plan 1 SCALE: 1/4" = V-0" Al 01 (— L RESIDENCE 5 1/2" 5 1/2" 22'-l" 3 1/2" 9--81/2" V-7 1/2" 1 20'-5 2" LOCATION 575 DELMAR DRIVE 21 LAUREL, NY 11948 N, L ` Il I ' ~ \\V',\ Ln N Lr] Ln Notes vo BATH 2 UY S co c 04 00 ------ D23 v A Ln -- `° \` (� S dam' tv ,, O,y C M a C� BEDROOM READING 041 NOOK vo Uv✓ a V)\ OF N D21 D22 rq CL CL D2 co No. Issue Date rn 1 Health Department 6.20.21 z CL 0 vo 2 Pricing Plans 10.27.21 N N3 Permit Set 11.09.21 bo D25 fn 4 Permit Set 11.30.21 FLAT ROOF 1/4":12 to o ZD 9 9 ,n BEDROOM L;n 2 1 (1 24 20 00 C::] r rn ROOF PITCH ROOF PITCH 10:12 10:12 1 28 V09 MASTER WC BATH FLAT ROOF D26 co 1/4":12SC O MASTER VB BEDROOM In L F ko ro CL En rl Ln VO .................... VO N Ln In In 12'-1 1/8" Scale: AS NOTED V-7 1/21 20'-5 1/2"— Date: 12/11/2021 3 L,2" 13'-10" 7'-11 1/2" 5 1/ 22--l" d5 1/1'. COMBINATION SMOKE + CARBON MONOXIDE DETECTOR (LOCATIONS AS REQUIRED BY NYS CODE) Second Floor Plan Second Floor Plan SCALE: 1/4" = V-011 Al 02 J I I I I I I I I I I I I I I I I I L RESIDENCE LOCATION 575 DELMAR DRIVE LAUREL, NY 11948 Notes SCUPPER I No. Issue Date � I \ 1 Health Department 6.20.21 2 Pricing Plans 10.27.21 3 Permit Set 11.09.21 � I � 4 Permit Set 11.30.21 FLAT ROOF � I / � I ROOF PITCH ROOF PITCH - 10:12 10:12 I / EUPPEF' I / \ \ \ SCUPPER \ ROOF PITCH ROOF PITCH _ \ \ 10:12 10:12 \ \ \ FLAT ROOF \_ --- 1/4":12 i i i i i i i i i i i i i i SCUPPER Scale: AS NOTED Date: 12/1/2021 Roof Plan _ 1 Roof Plan --- -- - ----- — - - ---- ------- - - — — SCALE: 1/4" = 1'-0" Al 03 I I I I I I I I I I I I I I I I I I L 55'-8 1/16" STUCCO CHIMNEY --i 0 N ROOFRIDGE _ — _ — _ _ 28'-2' RESIDENCE 41'-9" GARAGE ROOF RIDGE STANDING SEAM METAL ROOF 2nd FLOOR - - - - - - -CfIt*G- Q1 18'-0" LOCATION _ 575 DELMAR DRIVE 20 zo LAUREL NY 11948 1x4 CEDAR RAINSCREEN SIDIN Notes 2nd FLOOR - - - - -10,-0-0"- �` 1st FLOOR CEI9INOG_ P �� D ARC o cr 2m �► 03 (P r — ��,� 0416�5 y0� OF NEB 1st FLOOR GRADE - — - — - — - F777777777.. No Issue Date I I I i GARAGE FOUNDATION 1 Health Department 6.20.21 2 Pricing Plans 10.27.21 - -- -- - - -- -- -- - - - - - - - -- -- - - -- - -- -- -- -- - - -- - - - - - - - - - - - � 3 Permit Set 11.09.21 I I 4 Permit Set 11.30.21 I - - - - - - - -- - - -- - - -- - - -- -- -- - -- -- - - -- - - - - - -- - - - - FOUNDATION EAST ELEVATION ---- -- -- --- -------------— — ------------ ------- - -- - - ------------ -- ----------------------------------- � SCALE: 1/4" = 1'-0" - o fVI 1--- _ _ ROOF RIDGE_ ? STUCCO CHIMNEY - - - - 28'-2-2" 10:12 10:12 zs' ti� D a s��" STANDING SEAM METAL ROOF _ GARAGE ROOF RIDGE 1x4 CEDAR RAINSCREEN SIDING 2nd FLOOR CEILING — 1�4i 18'-0" 10:12 10:12 � STANDING SEAM METAL ROOF D a _ EPDM ROOF z1 EPDM DECK ROOF 1x4 CEDAR RAINSCREEN SIDIN _ _ _ _ 2ndFLOOR_ �,, — 10'-0" 1st FLOOR CEILING_ 9'-0-0" O1 L—j- MAHOGANY DECK Ol 09 0 L=J 1st FLOORFLOOR_ Scale: AS NOTED - W-D" GRADE ?- --18„ i - Date: 12/1/2021 - - - - GRAD ��'I ' I ' � I ' GARAGE FOUNDATION I Building Elevations I I I I - - - -- - -- - - -- - -- -- FOUNDATION I 1 NORTH ELEVATION � SCALE: 1/4" = 1'-0" - ------------- - ------------- ----- - --------- A200 I I I I I I I I I I I I I I I I I 1 1 F I I I I I I I I I I I L 55'-8 1/16" 0 STUCCO CHIMNEY —► N ROOF RIDGE STANDING SEAM METAL ROOF _ RESIDENCE ? - - - - - - - - - - 2nd FLOOR LOCATION CEILING 18'-0" _ 575 DELMAR DRIVE 20 20 z0 LAUREL, NY 11948 1x4 CEDAR RAINSCREEN SIDING-----" IDIN EPDM DECK ROOF Notes 2nd FLOOR 101-01, 1st FLOOR CEILING 91-01, ARc A k ti�� 0 oa o yT� 0 1015 y0� Ofi NE`N 1st FLOOR 1st FLOOR -OT- Tr - - - — - — - - - - - - - �r0'r- ? GR$E- - - - - - - - - — - — - — - --fr- No. Issue Date 1 Health Department 6.20.21 — GARAGE FOUNDATION 2 Pricing Plans 10.27.21 1 � 1 1 3 Permit Set 11.09.21 1 1 4 Permit Set 11.30.21 FOUNDATION L J WEST ELEVATION --- - - --- -- - ----- ---------- -- ,_ I I o ? _ROOF RIDGE 28772 STUCCO CHIMNEY ti h STANDING SEAM METAL ROOF 1o:1z 1o:1z, 1x4 CEDAR RAINSCREEN SIDIN GARAGE ROOF RIDGE 20'-3" — _2nd FLOOR CEILING r A 10:12 10:12 D , STANDING SEAM METAL ROOF zo EPDM DECK ROOF EPDM ROOF 1x4 CEDAR RAINSCREEN SIDING 2nd FLOOR -10' 0- ,,- - - - - 1st FLOOR CEILING 07 OS 04 1st FLOOR 1st FLOOR Scale: AS NOTED Date: 12/1/2021 GRADE :. GRADE ? -_1---p - - - - - - - I - - - - �,-8-r ? — GARAGE FOUNDATION - -- - -- -�--- - 0 5- B Elevations - � , - - - _- -- -- -- -- -- - - - - uildi ng FOUNDATION SOUTH ELEVATION SCALE: 1/4" = 1'-0" --- - ---- -- - -------- -------------- --- A201 RESIDENCE LOCATION 575 DELMAR DRIVE LAUREL, NY 11948 Notes \�-o � ® c of N � 041615 �0 OF N E`N No. Issue Date 1 Health Department 6.20.21 2 Pricing Plans 10.27.21 3 Permit Set 11.09.21 4 Permit Set 11.30.21 0 N P _2OOF RIDGE 10:12 /, 10:12 TYPICAL ROOF FRAMING: -STANDING SEAM METAL ROOF W/ICE+WATER SHIELD -5/8"ZIP SHEATHING -2x10 WOOD FRAMING -R-30 INSULATION -5/8"SHEETROCK VAULTED CEILINGS GARAGE ROOF RIDGE IN ALL BEDROOMS — — — — —_�r3 2nd FLOOR CEILING 18'-0"- - - - - 10:12 10:12 I I - O O SECOND FLOOR ATTIC 2nd FLOOR _ f - - - - - -t FLOOR CEILING STAIR SCREEN RAILING - --- � -- --9s 0„ -r i -- -- - - TYPICAL EXTERIOR WALL: -3/4"SIDING RAINSCREEN - 1/2"ZIP SHEATHING -2x6 WOOD FRAMING -R-19 INSULATION - 1/2"SHEETROCK 5/4" MAHOGANY DECK FIRST FLOOR 2x10 P.T. FRAMING c c ? -1st DFLOOR - - - - - - _ - - - _ -- _ - -_----- - -- -- ------ ---- ------------ - -- ------ - -_-_ - -- _- -- ---- _-- ---.-- - - - - 1st FLU v' R-30 INSULATION R-30 INSULATION R-30 INSULATION _GRADE - - - T-------------------------------------- --- ----------- - - - -- -- - ---- -- ----- - - - - ---- -- - - -------- - --- --------- --------- -- -- --------------- GRADE 12"SONOTUBE @36"BELOW GRADE CRAWL SPACE Scale: AS NOTED BASEMENT Date: 12/1/2021 .p. - ! - - — -GARAGE FOUNDATN -5-0 2x6 P.T.SILL W/TERMITE SHIELD+SILL SEAL,TYP. FOUNDATION r =9 - Building Sections _ Section A A300 L Window Schedule Door Schedule -- --- - 1 --- r- --- -- ----- i _ RESIDENCE ID Quantity W x H Elevation Type ID Quantity W x H Elevation Type ----------------- i D01 3 X8 -011 1-011 Wol 3 x4l-611 Casement 1-011 D03 1 6 -011 X8 -Off LOCATION wool 1 2'-6'lX4 Basement Egress 575 DELMAR DRIVE 11 21-011X8 -011 LAUREL, NY 11948I_oIIX4'-6'l W02 6 double casement Von W03 31-01OX41-011 Casement 05 1 12 _01IX8 -011 Notes D09 1 21-611X61-411 1-011 1-011 W04 6 X5 fixed r-\14 A 0 1-011 ID10 1 5 X61-811 9-011 W05 �3 x5l-oll Center slider Al 0416 ' F Dll 21-41lx6l-8" 0 N 1-011 W06 9 X21-off 1 fixed 111 ff Dll 21-4"X8 -0 - 1W07 3 O X41-611 fixed No. Issue Date D12 1 21-61PX8 -011 1-019 1-011 1 Health Department 6.20.21 X8 fixed 2 Pricing Plans 10.27.21 �W08 3 19-0 3 Permit Set 11.09.21 lD14 1 3 X61-811 4 Permit Set 11.30.21 M09 1 3'-011 X81-011 fixed D16 1 3 1 0 X61-811 W10 1 61-0lIX41-619 fixed casement _J D20 1 11-61vx6l-811 ' 1-011 1-011 W201 1 3 X4 casement D21 j 1 21-611X61-81' W202 1 39-0lIX41-011 fixed D22 1 21-611X61-811 iW203 1 3 _oIIX4I..oII fixed D23 1 21-61lx6v-8" 1-011 1-0191 lW204 1 3 X4 i fixed --------- ------ D24 1 21-61lx6v-811 1-011 �W205 1 3 X41-Owl casement D25 i 1 2,-611X61-811 W206 1 I3'-0"X4I-01 fixed -- D26 1 21-61lx6l-811 W207 1 61-0llX41-011 __ fixed U......................................... i - i ------------------------ ___ 1 2'-61lx6l-8v' 1-011 W208 1 3 X41-011 fixed D28 21-41lx6l-811 W209 1 6 -0if X4I-Off double casement 1-011 11 D-G 1 12 Xlo1-0 �W210 1 6 O- wl 1- 11 X4 0 double casement ................ L Scale: AS NOTED �W211 1 69_01IX4 1-011 double casement Date: 12/1/2021 �W212 1 3f_0IIX4f_0lI fixed Window + Door Schedules A600 1 1 1 F I I I I I I I I I I I I I I I I I L GENERAL NOTES SHEATHING PANELS: - 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0"CENTERS 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY OWNERS TESTING LAB. CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND ALL PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR MAXIMUM,FOR ALL SLABS ABOVE GRADE. I. SHEATHING PANELS,PLYWOOD OR ORIENTED STRAND BOARD("OSB"),SHALL RULES AND REGULATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE NOT TO BE USED ON CONFORM TO U.S.PRODUCT STANDARD PS-1,AND BEAR THE APA GRADE- 12. H.S.BOLTS OR WELD SHALL BE USED IN THE FOLLOWING LOCATIONS:CANTILEVERED MEMBERS ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW YORK ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD (EACH SIDE),MEMBERS NOTED M.C.,AT MEMBERS SUPPORTING MACHINERY OR OTHER 2. STATE BUILDING CODE 2020 AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE BE IN ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHALL BE USED ON FLOORS. MECHANICAL EQUIPMENT,AT ALL HANGER,POST,STRUT AND COLUMN CONNECTIONS,AT RESIDENCE - ARCHITECT OR ENGINEER. MEMBERS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. - THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT 2. SHEATHING PANELS FOR FLOORS,ROOF,AND WALLS SHALL BE APA RATED 3. PRESSURES SPECIFIED IN SECTION 1609. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS, ONLY UNLESS OTHERWISE NOTED.ALL REINFORCING SHALL LAP 36 SHEATHING,EXPOSURE 1,WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 13. WHERE A307 BOLTS ARE USED,THREADS SHALL BE DISTORTED AFTER INSTALLATION TO PREVENT _ THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS,ETC.,FOR WORK BAR DIAMETERS MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. ARCHITECTURAL PLANS FOR THICKNESS. NUTS FROM BACKING OFF. PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. 4. 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS(SEE SECTION 3, SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE NOTED;KEEP ENDS OF 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING 7.7,ACI318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR MORE ALL CANTILEVERS UP AS NOTED ON DRAWINGS. A.FLOOR LIVE LOAD: 40 PSF DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. IN PLANS. SPANS.PROVIDE 1/8"SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, - 1/16"SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER;"10-99 TNEMEC PRIMER" B. ROOF LOADS: 25. IF ANY,CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING A.FORMED WALL 2"BACKFILL SIDE.3/4"FRONT SIDE MODIFIED ALKYD RUST INHIBITIVE PRIMER,TNEMEC CO.,INC.OR APPROVED EQUAL.(DRY FILM UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND B.FOOTING 3" 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH THICKNESS 2.9 TO 3.5 MILS) SNOW EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND C.SLABS ON GRADE 3/4"TOP,3"BOTTOM CONSTRUCTION ADHESIVE SUCH AS PL200,LAID IN A CONTINUOUS 114 INCH LOCATION OCCUPANCY CATEGORY II SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL D. STRUCTURAL SLABS 3/4" WIDE BEAD ALONG THE MEMBER LENGTH. STEEL DECK NOTES 575 D E LMAR DRIVE GROUND SNOW LOAD,Pg 20 PSF REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER EXPOSURE FACTOR,Ce 1.0 INSPECTION OF HIS WORK. 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL 5. AT DESIGNATED SHEARWALLS,HORIZONTAL EDGES OF WALL SHEATHING I. STEEL DECK SHALL BE DESIGNED,FABRICATED,AND ERECTED IN ACCORDANCE WITH THE LAUREL, NY 11948 THERMAL FACTOR,Ct 1.0 OPENINGS,SEE DETAILS. SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING CURRENT SPECIFICATION OF THE STEEL DECK INSTITUTE. IMPORTANCE FACTOR,Is 1.0 CONCRETE NOTES FOR SPECIFIED PANEL EDGE NAILING. FLAT ROOF SNOW LOAD,Pf 20 PSF 9. WELDING OF REINFORCING BARS,ONLY WHEN PERMITTED BY THE 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2"DEEP,20 GAGE(UNCOATED STEEL THICKNESS= I. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED STRUCTURAL ENGINEER,SHALL CONFORM TO THE AMERICAN LAMINATED VENEER LUMBER LAMINATED STRUCTURAL LUMBER AND 0.0358"),GALVANIZED {G60 COATING),UNITED STEEL DECK TYPE LOK-FLOOR,COMPOSITE FLOOR BELOW,UNLESS OTHERWISE NOTED WELDING SOCIETY STANDARD DIA-79;BARS SHALL CONFORM TO ASTM PARALLEL STRAND LUMBER NOTES: DECK AS MANUFACTURED BY CANAM STEEL CORPORATION,OR AN APPROVED EQUAL C.WIND DESIGN DATA: A706.ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT - - - - WIND LOADS HAVE BEEN DETERMIENED BASED ON SECTION 1609.1.1 IN USAGE 28 DAY MAX BARS HALL CONFORM TO ASTM A233,CLASS E90XX.SCHEDULED OR I. LAMINATED VENEER LUMBER(LVL)SHALL BE"MICRO-LAM"AS 3. FORMED STEEL ROOF DECK TO BE 1-1/2"DEEP,20 GAGE(UNCOATED STEEL THICKNESS=0.0358"), Notes ACCORDANCE WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE STRENGTH AGG DETAILED REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY MANUFACTURED BY WEYERHAEUSER,"G-P LAM"AS MANUFACTURED BY THE GALVANIZED(G60 COATING).,WIDE RIB,UNITED STEEL DECK"B"DECK PROFILE,AS (psi) SIZE REASON. GEORGIA PACIFIC CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE MANUFACTURED BY CANAM STEEL DECK,INCORPORATED OR AN APPROVED EQUAL. OCCUPANCY CATEGORY II LOUISIANA PACIFIC CORPORATION.PARALLEL STRAND LUMBER(PSL)SHALL BE BASIC WIND SPEED(3-SECOND GUST) 140 MPH a.SLAB ON GRADE 4000 S.C. 1" 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD "PARALLAM"AS MANUFACTURED BY WEYERHAEUSER.LAMINATED 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO PROVIDE A"3-SPAN" IMPORTANCE FACTOR,Iw 1.0 b.FOUNDATIO NAND BASEMENT WALLS 4000 S.C. 1" SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE STRUCTURAL LUMBER(LSL)SHALL BE"TIMBERSTRAND"AS MANUFACTURED CONDITION END CLOSURES,ROOF SUMPS,CLOSURES AT PENETRATIONS,AND ALL OTHER - ��VJ AftG" EXPOSURE B c.PIERS 4000 S.C. 1" REINFORCEMENT ASTM A496 WITH A MINIMUM YIELD STRENGTH OF BY WEYERHAEUSER. ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION ARE REQUIRED. (V� �� - INTERNAL PRESSURE COEFFICENT 0.18 e.RETAINING WAILS 4000 S.C. 1" 70,000 PSI.STANDARD ASTM A615 GRADE 60 REINFORCING BARS MAY DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS UNLESS 2, MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF LVL AND 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING STEEL WITH 5/8" irr E (USE ZONE 4 GENERALLY:USE ZONE 5 WITHIN Y OF BUILDING WAI L CONRNERS): 2. CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE PERMITTED BY THE STRUCTURAL ENGINEER. PSL MATERIAL SHALL BE AS FOLLOWS: DIAMETER PUDDLE WELDS AT 12"ON CENTER.INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE LVL PSL WITH 410 SELF TAPPING SCREWS OR WELDED WITH 1 1/2"LONG WELDS AT A MAXIMUM SPACING OF D.DEAD LOADS: AGGREGATE,NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM 1 I. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 6x6-W2.1 x 2.1 IN ALL FB= 2600 PSI 2900 PSI 3'-0"ON CENTER.IN LIEU OF PUDDLE WELDS,POWDER ACTUATED FASTENERS HAVING THE SAME Nj► Qk DEAD LOADS HAVE BEEN DETERMIND BASED ON C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. TOPPING SLABS UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL BE - '9�. 04161y �0 FC PERPENDICULAR TO GRAIN) 750 PSI 750 PSI MANUFACTURED BY HILTI,INC.OR AN APPROVED EQUAL SHOP DRAWINGS SHALL BE SUBMITTED 4F NE%14 WINDOWS 13 PSF CONCRETE NOTED IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE 12. PROVIDE#4 AT 12"CENTERS MINIMUM,EACH WAY TOP,IN ALL FV= 285 PSI 290 PSI FOR APPROVAL TO THE ENGINEER INDICATING FASTENER DATA INCLUDING SIZE VS.STEEL DOORS 13 PSF SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR HOUSEKEEPING PADS SUPPORTING MECHANICAL EQUIPMENT E= 1,900,000 PSI 2,000,000 PSI SUBSTRATE MATERIAL,SPACING,CAPACITIES,INCLUDING DIAPHRAGM SHEAR CAPACITIES, SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND WHETHER SHOWN ON THESE DRAWINGS OR NOT UNLESS OTHERWISE METHOD OF INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. SUPPORT TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C 150.LW CONCRETE SHALL NOTED. 3. MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE _ OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF THE BUILDING NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DEBRIS CLEANED FROM STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.CONSTRUCTION FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES ITS SURFACE WHERE CONCRETE WILL BE POURED OR ROOFING IS TO BE PLACED. MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS.LOAD 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT BUILT- SHALL NOT EXCEED DESIGN LIVE LOAD FOR EACH PARTICULAR LOAD. 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING UP ABREVIATIONS AND SYMBOLS No. Issue Date 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP AT OF NEW AREAS. INSTALL AND REMOVE(AFTER COMPLETION)ALL 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN THE POINT OF DISCHARGE AS FOLLOWS TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO AB ANCHOR BOLT RJ ROOF JOIST ENGINEERING OF THE FORM WORK,SHORES AND RE-SHORES,AS WELL AS ITS ADEQUATELY SUSTAIN ALL LOADS. ARCH ARCHITECT RTNG RETAINING 1 Health Department 6.20.21 CONSTRUCTION,SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.ALL SUCH a.RAMPS AND SLOPING SURFACES -3"MAXIMUM 4. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF MEMBERS BC BOTTOM CHORD SCHED SCHEDULE 2 Pricing Plans 10.27.21 ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER LICENSED IN b.FOUNDATION CONCRETE -3"TO 6" 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR DESIGNATED AS LSL MATERIAL SHALL BE AS FOLLOWS: BEL BELOW SECT SECTION g THE STATE OF NEW YORK. c.ALL OTHER CONCRETE -3"TO 5" GRADE 2 OR BETTER. BM BEAM SF SQUARE FEET 3 Permit Set 11.09.21 1.3E LSL 1.5E LSL 1.55 LS BO BOTTOM OF SHTHG SHEATHING 7. THE METHODS PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE 5. MIXING,TRANSPORTING AND PLACING OF CONCRETE SHALL CONFORM TO ACI 3. WOOD SILLS TO BE 1 (2 x 6)A.C.Q.LUMBER WITH 1/2"DIA.ANCHOR FB= 1700 PSI 2250 PSI 2325 PSI BP BASEPLATE SIM SIMILAR 4 Permit Set 11.30.21 RESPONSIBILITY OF THE GENERAL CONTRACTOR.THE GENERAL CONTRACTOR 301. BOLTS 12"LONG MINIMUM AT Y-0"O.C.AND F-0"AWAY FROM CORNERS. FC(PARALLEL TO GRAIN)= 1400 PSI 1950 PSI 2050 PSI BOS BOTTOM OF STEEL SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE FC PERPENDICULAR TO GRAIL= 680 PSI 775 PSI 800 PSI BRCG BRACING SPEC SPECFICIATION _ INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.CONTRACTOR 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. 4. PROVIDE DOUBLE HEADERS,AND TRIMMERS,AND FRAMING AT ALL FV= 400 PSI 400 PSI 310 PSI BRG BEARING SS STAINLESS STEEL SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS WITH STAIR OPENINGS,FLOOR OPENINGS,BATHTUBS,AND ALL POSTS AND E= 1,300,000 PSI 1,500,000 PSI 1,550,000 PSI BS BOTH SIDES STAG STAGGER DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND VERTICAL BULKHEADS.THE LOCATIONS OF THE CONSTRUCTION JOINTS SHALL PARTITIONS RUNNING PARALLEL TO FLOOR FRAMING.PROVIDE BW BOTH WAYS STIF STIFFENER MISALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD BE APPROVED BY THE STRUCTURAL ENGINEER.ADDITIONAL REINFORCING AT BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION C CAMBER STL STEEL PRACTICE. CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE STRUCTURAL ENGINEER, TO JOISTS. FROM THE ENGINEER. CA COLUMN ABOVE STRUCT STRUCTURAL SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS OF CONSTRUCTION CANT CANTILEVER TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT JOINTS SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR TO THE 5. BRIDGING TO BE EITHER SOLID OR 1 x 3 OR 18 GA CROSS BRIDGING& CB COLUMN BELOW TC TOP CHORD - DOCUMENTS.REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. NOT TO EXCEED A MAXIMUM T-0"O.C. STRUCTURAL STEEL CC CENTER TO CENTER TEMP TEMPRORARY PLUMBING DRAWINGS FOR SLEEVES,CURBS,INSERTS,ETC.NOT HEREIN INDICATED. CF CUBIC FOOT TOC TOP OF CONCRETE OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR DIAMETER OF 12 INCHES 7. ALL CONCRETE SHALL.CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 6. ALL NON-BEARING INTERIOR HEADERS TO BE 2(2 x 6)UNLESS I. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN CIP CAST IN PLACE TOF TOP OF FOOTING OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OR REINFORCEMENT,UNLESS SACKS OF CEMENT PER CUBIC YARD.NO FLY ASH SHALL BE USED IN ANY OTHERWISE NOTED. ACCORDANCE WITH THE LATEST AISC"ALLOWABLE STRENGTH DESIGN(ASD) CL CENTERLINE TOS TOP OF STEEL OTHERWISE NOTED.THE LOCATION OF SLEEVES OR OPENINGS IN STRUCTURAL CONCRETE.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". COL COLUMN TOW TOP OF WALL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. 7. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE CONC CONCRETE TYP TYPICAL VERIFICATION. NOTED. 2. MATERIALS: CY CUBIC YARD UON UNLESS OTHERWISE NOTED - 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL DIA DIAMETER VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS,FLOOR ELEVATIONS, SLOPES AND SLOTS,PIPE SLEEVES,ANCHOR BOLTS,ETC.AS REQUIRED FOR MECHANICAL 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 DET DETAIL W/ WITH THE LOCATION OF DEPRESSED FLOOR AREAS. TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY AMERICAN STANDARD SHAPES,ANGLES DN DOWN WP WORKING POINT GENERAL CONTRACTOR.SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH PLATES AND BARS: ASTM A36 DWL DOWEL WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW STRUCTURAL LOAD CARRYING CONDITIONS,ETC.TO BE BY AN STRUCTURAL STEEL TUBING, EF EACH FACE STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE AND VERIFICATION. APPROVED MANUFACTURER FOR FLUSH STRUCTURAL FRAMING. RECTANGULAR AND SQUARE ASTM A500.GRADE B(FY=46KSI) EOS EDGE OF SLAB _ PLANS AND MAKE WORK COMPLY WITH THE SAME. WHEN IN CONTACT WITH A.C.Q.USE NEW DOUBLE DIP GALVANIZED BOLTS ASTM 325 EP EMBEDDED PATE 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON FRAMING HARDWARE.. ANCHOR RODS ASTM F 1554,GRADE 36 EQ EQUAL 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. WELDING ELECTRODE ASTM E70XX,LOW HYDROGEN EX EXISTING CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE SHEAR CONNECTORS 3/4" 0 ASTM A-]08 F FOOTING 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO TIED WITH FRAME CONNECTIONS. FDN FOUNDATION 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR FIN FINISH OTHERWISE SHOWN. 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION,(REFER TO CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE LOAD FJ FLOOR JOIST - 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH CONSTRUCTION DETAILS). TABLES PLUS THE PERCENTAGE LISTED BELOW,UNLESS OTHERWISE NOTED. FLG FLANGE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE DIAMETER a.ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% FRMG FRAMING PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED CLOSER 12. ALL HEADERS EXCEEDING 5'-0"SHALL HAVE A DOUBLE JACK STUD b.ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FT FEET THAN THEIR DIAMETERS ON CENTER.ALUMINUM CONDUITS SHALL NOT BE WITH A DOUBLE KING STUD AND A DOUBLE SILL PLATE. c.ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FTG FOOTING 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY PLACED IN CONCRETE. d.ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% GALV GALVANIZED _ CONTRACTOR,SUB-CONTRACTOR,ERECTOR,FABRICATOR,MATERIAL SUPPLIER,ETC. 13. 'ACQ'DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED GLB GLUE-LAMINATED BEAM _ IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS ACCEPTANCE OF ALL 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. WOOD STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS GR GRADE INFORMATION SHOWN HERE ON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB THAT SUPPORT OTHER BEAMS.THIS PROVISION MAY BE REDUCED ONLY WHERE HDR HEADER EXPENSE,REAL OR IMPLIED,ARISING DUE TO ANY ERRORS THAT MAY OCCUR HERE 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER.CONNECTIONS HGR HANGER ON. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE CEILING SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION OF 6.0 KIPS.USE A HORIZ HORIZONTAL DRAWINGS. AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. HSB HIGH STRENGTH BOLT 15. ALL CODES,COMMITTEE REPORTS,SUPPLEMENTS,SPECIFICATIONS,ETC.REFERRED HORIZONTAL. IN INCH TO IN THESE GENERAL NOTES,ON THE DRAWINGS OR IN THE PROJECT 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. INFO INFORMATION - SPECIFICATIONS INCLUDE ALL AMENDMENTS,SUPPLEMENTS AND ADDENDA IN REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE,INCLUDING DIMENSIONED WOOD FRAMING NOTES: JST JOIST FORCE AT THE DATE OF THESE DOCUMENTS. SUBMISSION OF CONCRETE TEST MIXES. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES K KIP I. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE REDUCE STRENGTH BELOW REQUIRED VALUES. KSF KIP PER SQUARE FOOT 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS GRADED AS FOLLOWS: LB LAG BOLT ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 6. WHERE MILLED STIFFENERS ARE REQUIRED,THERE SHALL BE NO WELD PLACED LL LIVE LOAD JOISTS,RAFTERS AND STUDS: AT THE MILLED SURFACES(EXCEPT FOR TACK WELDS OR WHERE SHOWN LLH LONG LEG HORIZONTAL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. OTHERWISE).NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF STIFFENERS. LWC LIGHTWEIGHT CONCRETE - THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND REINFORCING STEEL FB(BASE)=850 PSI LVL LAMINATED VENEER LUMBER NOTIFY THE ARCHITECT OR ENGINEER.SHOULD HE FAIL TO FOLLOW THIS FV(BASE)= 180 PSI 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN MAX MAXIMUM PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL RESPONSIBILITY 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM E(BASE)= 1,600,000 PSI ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING MC MOMENT CONNECTION AND LIABILITY THEREFROM. SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE SOCIETY.NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE MIN MINIMUM REINFORCEMENT,ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED OWNER IS PRESENT(IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS NTS NOT TO SCALE 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL CODES, STEEL REINFORCING BARS,ASTM A775,STANDARD SPECIFICATION FOR 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR APPROVED BY THE STRUCTURAL ENGINEER WITH HIS STAMP OF APPROVAL OR NWC NORMAL WEIGHT CONCRETE - ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALL ARRANGE FOR ALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING IS OC ON CENTER NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF BARS,ASTM D3963,STANDARD SPECIFICATION FOR EPDXY-COATED STEEL WIRE CONTENT AT THE TIME OF INSTALLATION OF 19%OR LESS. TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL REQUIREMENTS P/C PRECAST OCCUPANCY. AND WELDED WIRE REINFORCEMENT,ASTM A884.DETAILING OF OF THE NEW YORK STATE BUILDING CODE,AND THE RULES AND REGULATIONS PAF POWDER ACTUATED FASTENER Scale: AS NOTED REINFORCEMENT,ASTM A615.DETAILING OF REINFORCING STEEL SHALL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH"CROWN"UP(I.E. OF THE BOARD OF STANDARDS AND APPEALS. PCF POUNDS PER CUBIC FOOT 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. POSITIVE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END PL PLATE Date: 12/1/2021 AND OTHER CODES,PUBLICATIONS,SPECIFICATIONS AND DRAWINGS CITED HEREIN, ALIGNMENT. 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED PLF POUNDS PER LINEAR FOOT THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185(70,000 PSI M.C.ON DRAWINGS,THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PLWD PLYWOOD - MINIMUM)AND SHALL BE SUPPLIED IN FLAT SHEETS.ALL WELDING WIRE FABRIC 4. SEVERELY DISTORTED(TWISTED,BOWED,CUPPED,CHECKED,ETC.) STRENGTH OF THE SECTION.SUCH CONNECTIONS SHALL NOT INTERFERE WITH PSF POUNDS PER SQUARE FOOT 20. ANY SUBSTITUTIONS OR ALTERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED IF SHALL BE LAPPED TWO(2)FULL MESH PANELS ATE ENDS AND SIDES AND TIED LUMBER SHALL NOT BE USED. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PSI POUNDS PER SQUARE INCH SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR SECURELY,UNLESS OTHERWISE NOTED. PSL PARALLEL STRAND LUMBER REVIEW AND ACCEPTANCE IS GRANTED;HOWEVER,THE ENGINEER SHALL BE THE 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 9. SUBMIT SHOP DRAWINGS,ERECTION PLANS,WORK PROCEDURES,AND RF ROOF SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT,THE CONTRACTOR SHALL BE 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND SUBSTITUTIONS WHICH SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED FOR SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END Framing Notes HE PROPOSES.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES EARTH BEARING AT A MAXIMUM OF 4'-0"ON CENTER IN EACH DIRECTION.DEPTH NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. WITHOUT NOTIFICATION. OF SUPPORT SHALL PROVIDE FOR 3/4"TOP COVER TO REINFORCING UNLESS BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND OTHERWISE NOTED. BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH,UNLESS OTHERWISE NOTED ON 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE PLANS. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR MATERIALS AND/OR - - LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. S000 J I I I I I I I I I I I I I I I I I L FRAMING LEGEND RESIDENCE NOTES: 1. 0 &SW-1-INDICATES SHEARWALL.PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS.PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c.SIMPSON HDU5-SDS2.5 HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL. AND INSTALLED PER TYPICAL DETAILS W.I.F."-INDICATES VERIFY IN — — FIELD AND CONSULT ENGINEER/ARCHITECT 12" SONOTUBE @ 36" BELOW GRADE 2. '--HD INDICATES APPROXIMATE LOCATION OF SIMPSON HDU5-SDS2.5 HOLD DOWN LOCATION r /(2) 2 11'-5 3/4„__ -- --- -- -- 23'-0" 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X ® - INDICATES WOOD POST TO BE (2)-2X MIN. _ 575 D E LMAR DRIVE r- POST FOR 2x4 WALLS - INDICATES STEEL COLUMN TO BE HSS 5"x5"x3/8" MIN. LAUREL NY 11948 I i H-1 - INDICATES HEADER TO BE 1-3/4" x 9-1/4" LVL _,_ 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS � -Ix10 P.T. GIRDER I -' ------------- i ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT H-2 - INDICATES HEADER TO BE 1-3/4" x 11-7/8" LVL CONNECTING MEMBERS. Ir----------------------------------- ------------------ - , I 1 I I I w ; ; BEAM ; i 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING — 0 I ' ' POCKET ' ' BEAM MATERIAL — 0 BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S BEAM SIZE SPAN DIRECTION Notes RECOMMENDATIONS 7I I I , I RAFTER PITCH .i EXTENTS OF ~ I I I C� I DIRECTION—f 1 " FRAMING a i I 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. (2)-1 3/4x 11 g LVL o x I I ' t 7. ® INDICATES LOAD BEARING WALL BEAM END REACTION OVER BEAM I I (Kip COLUMN JOIST PACING BEAM NUMBER r---- ----I I ; 8. INDICATES CONCRETE WALL A. BEAMS/HEADERS JOIST/RAFTERS u �y I I I W 1 Itf� I I a I I 2x12 FLOOR JOISTS (P 0 1y �� ' o 11 6 O.C.C. LU I N y -w1 y a o O E ' FN I I O\i 0 fVzo I i r-------------------------------------------------------------------------------t ^ 1 I I I I I N i i (2)2x10 P.T.GIRDER. -------' No. Issue Date Lj — _ I , I I I I Y �p I I I ' -- -- I 1 Health Department 6.20.21 I o a 2 Pricing Plans 10.27.21 �, ; `----- - ----' i CRAWLSPACE ; I 3 Permit Set 11.09.21 4" CONCRETE SLAB W/ ; `%0 i ; i C r i 4X4-W1.4xW1.4 W.W.M. ON ; rn tO ; ' I I ; / i 6 MIL. VAPOR BARRIER + I i 4 Permit Set 11.30.21 _ x v , , i , 2" RIGID INSULATION,TYP. ; I LU I U1 w U) , H I N I I I I I - I � ; I L FULL BASEMENT ; ; p 6 ; 4" CONCRETE SLAB W ; , I 4X4-W1.4xW1.4 W.W.M. ON ,u- w w -I 1 6 MIL. VAPOR BARRIER + ;-q i N '---- ----' i ' 2" RIGID INSULATION P. ' ' , I ' I N I N N ce N I ' 0 r--- ----, 1--------------------------- -------------------------- ---� LD Ln H ------------------- x 2 x2'x8" FOOTING UNDER N i ; 4' HSS COLUMN, P. •--------------------------------------------------------- ----- ! -�-- w I STEP FOUNDATION ao , ----------------------------------------------------------------- I I I I I I O _ 2x12 FLOOR JOISTS w I --I� 1 0 ' I 0 ID I I x ,n a i i N BEAM 1 ¢ — ' o ; POCKET i o u zo X I I 1 I r--- ----I i `----------------------------------- ------------------ - --------------- �- --------' I I GARAGE ; I ----------------------------� ' i i i 4" CONCRETE SLAB W/ ; --! BASEMENT EGRESS o i 4X4-W1.4xW1.4 W.W.M. ON I WINDOW WELL AS N ; i 26 RIGID VAPOR INSULATION,BRIE + ; i N T-0"--I PER NYS CODE II I ,MIN.CLEAR OVER COMPACTED FILL .7 ; I I I In I 1 , , I � , I I I I w w I- w — 0 E5 5 O U (7 Y U U p a a a 1 I I M7�4 o 0 0 r'' 0 N x d CdJ N N 18"x18" PIERS ON x 36"x36"x10" FOOTINGS ---- --------------------------------- I Lj - - I I , I'---- --- I (2) 2x1101 P.T. .T. GIRDER 'I--`- , (2) 2x10 P.T. GIRDER (2) 2x10 P.T. GIRDER, I---- --- 1 --------i�--------------------------------------------------------------------------------� "--I ---- --- -,---- --- Scale: AS NOTED Date: 12/1/2021 1/2" 11'-3 1/4" -11'-3 3/8" 16'-2 5/8"-- 21'-0" Foundation Framing Plan Foundation Framin Plan SCALE: 1/4 — V-011 S100 I I I I I I I I I I I I I I I I I I I I I I L FRAMING LEGEND RESIDENCE NOTES: 1. 0 &SW-1-INDICATES SHEARWALL.PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS.PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c.SIMPSON HDU5-SDS2.5 HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL. AND INSTALLED PER TYPICAL DETAILS"V.I.F."-INDICATES VERIFY IN — FIELD AND CONSULT ENGINEER/ARCHITECT '_HD INICATES 2 HDU6 SDS2.b OLD DOWN APPROXIMATE LOCATION OF SIMPSON LOCATION 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X ® - INDICATES WOOD POST TO BE (2)-2X MIN. _ 575 D E LMAR DRIVE POST FOR 2x4 WALLS ® - INDICATES STEEL COLUMN TO BE HSS 5"x5"x3/8" MIN. H-1 H-1 - INDICATES HEADER TO BE 1-3/4" x 9-1/4" LVL LAUREL, NY 11948 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT H-2 - INDICATES HEADER TO BE 1-3/4" x 11-7/8" LVL % CONNECTING MEMBERS. 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BEAM MATERIAL — — BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S BEAM SIZE SPAN DIRECTION Notes RECOMMENDATIONS I = RAFTER PITCH .I EXTENTS OF DIRECTION��1f1 '? FRAMING 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. 11-LVL o [� > 7. INDICATES LOAD BEARING WALL BEAM END REACTION ,J ((KIPS-STEEL) COLUMN TYPE.&SPACING p� c,,_^^'' O < ® OVER BEAM T/RAFTER �^J LVv A �^ �O BEAM NUMBER — �V A, lam' �� •�+ cv 8. 0 INDICATES CONCRETE WALL n BEAMS f HEADERS JOIST!RAFTERS 1-3 4"xl -7 8"TJI @ 16 O.C. Al- M >,� 041615 �O N TF OF Nti� H-1 H-1 (3) 1-3/4 x 9-1/4" LVL — <,,... No. Issue Date (3).1-3/.4....x.,.�,1.-7/8".I�VL.,. :�.................... .'_.m. ..:.m,..... I t 1 Health Department 6.20.21 .i J J E i 2 Pricing Plans 10.27.21 ...:� 00 CO H-1 F 3 Permit Set 11.09.21 (2) 1-3/4" x 11-7/8" LVL J °". . M a 4 Permit Set 11.30.21 x x > cn cn 2x12 FLOOR JOISTS U71r, .,. L�77 U0 00 @ 16 O.C. ^ J 0v OU .. �, 2x10 ROOF FRAMING O a O HSS 5x5x3/8 r4 ' @ 16' O.C. "_ iO x o J O *-I J 4O c 1� LL @ > LL @ It J (2) 1-3/4" x 9-1/4" LVL / N N ,. .. . K N 00 v ..:......::.......,.,. c (3) 1-3/4" x 11-7/8" LVL M ....... r r' — ' x W � _ M H-2 s s i — J _J s I, J J N - ' 00 AUX.....M................. ............,,,.:.....,,.,,..... _. ,..... X 1-3 4"xl -7 8" TJI @ 16 O.C. X (2) 1-3/4" x 11-7/8" LVL M M M U) N Or v LU N aaU I ap O �D O '-' � @J 0 x N HSS 5x5x3/8 —-- --------—------- ------ --- ------- DA H-1 / H-1 J J J J 07 00 00 x 1-3 4"xl -7 8"TJI a X x @ 16 O.C. x r•. M N H5x5x3/8HSS 5x5x3 8 HSS 5x5 3 8 HSS 5x5x3/8 SS / / — i (2) 1-3/4" x 9-1/4" LVL (3) 1-3/4" x 11-7/8" LVL Scale: AS NOTED Date: 12/1/2021 First Floor Framing Plan First Floor Framin - Plan _ 1 SCALE: 1/411 S101 [— J I I I I I I I I I I I I I I i I I I I I I L FRAMING LEGEND RESIDENCE NOTES: 1. &SW-1-INDICATES SHEARWALL.PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS.PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c.SIMPSON HDU5-SDS2.5 HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL. AND INSTALLED PER TYPICAL DETAILS W.I.F."-INDICATES VERIFY IN — FIELD AND CONSULT ENGINEER/ARCHITECT '—HD INICATES 2 HDU6 SDS2.b OLD DOWN APPROXIMATE LOCATION OF SIMPSON LOCATION 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X ® - INDICATES WOOD POST TO BE (2)-2X MIN. _ 575 DEL MAR DRIVE POST FOR 2x4 WALLS 0 - INDICATES STEEL COLUMN TO BE HSS 5"x5"0/8" MIN. H-1 H-1 - INDICATES HEADER TO BE 1-3/4" x 9-1/4" LVL LAUREL, NY 11948 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT H-2 - INDICATES HEADER TO BE 1-3/4" x 11-7/8" LVL CONNECTING MEMBERS. s ' = 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BEAM MATERIAL — BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S BEAM SIZE SPAN DIRECTION Notes RECOMMENDATIONS c FRAMING RAFTER PITCH .i EXTENTS OF 1� DIRECTION�1 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. (z>-1 3/ax 11-wL N 37 2 -1 N BEAM END REACTIO �G�.�D ARCy CD7. ® INDICATES LOAD BEARING WALL .--I, (LBS-WOOD) JOISTIRAFTER — (KIPS-STEEL) OVERBEAM TYPE.&SPACING 2X1 C.J. �✓ — ................. ....4@-16...,O.C.... 41 BEAM NUMBER 8. INDICATES CONCRETE WALL v BEAMS/HEADERS JOIST/RAFTERS �416ti5 y0� F4F NEB ko : , r : o ssue a e 1 Health Department 6.20.21 z x N @ = 2 Pricing Plans 10.27.21 L s 3 Permit Set 11.09.21 (2) zxlo 4 Permit Set 11.30.21 t II r+ o 2x1C C.J = X @ 16' O.C. - - � N N i (2) 2x10 .................. -1- - * ' '*** — - ."I i S, _ c k U (j O 1 _ tD N @ :' (2) 2x10 H .... .. i .. 2x1C C.J. N @ 16' O.C. N i i N I I -- - - - - - - -- -------` - ----- - - - - ----I H-1 Scale: AS NOTED Date: 12/1/2021 Second Floor Framing Plan _ Second Floor 1 SCALE: 1/4" = V-0" S102 I I I I I I I I I I I I I L P 6�= N H1, FRAMING LEGEND _ RESIDENCE NOTES: 1. &SW-1-INDICATES SHEARWALL.PROVIDE z'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS.PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c.SIMPSON HDU5-SDS2.5 HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH SHEAR WALL. AND INSTALLED PER TYPICAL DETAILS"V.I.F."-INDICATES VERIFY IN ` FIELD AND CONSULT ENGINEER/ARCHITECT '-HD INDICATES 2 HDU5 SDS2.5 HOLD DOWN APPROXIMATE LOCATION OF SIMPSON LOCATION 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X ® - INDICATES WOOD POST TO BE (2)-2X MIN. _ 575 DEL MAR DRIVE (2) 1-3/4" x 9-1/4" LVL (2) 1-3/4" x 9-1/4" LVL POST FOR 2x4 WALLS ® - INDICATES STEEL COLUMN TO BE HSS 5"x5"x3/8" MIN. LAUREL NY 11948 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYP CONNECTIONS H-1 - INDICATES HEADER TO BE 1-3/4" x 9-1/4" LVL ARE TO HAVE A SIMPSON FACEMOUNT HANGER SIZED TO FIT H-2 - INDICATES HEADER TO BE 1-3/4" x 11-7/8" LVL CONNECTING MEMBERS. 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BEAM MATERIAL BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S BEAM SIZE SPAN DIRECTION Notes > RECOMMENDATIONS RAFTER PITCH EXTENTS OF J DIRECTION��///��1 o FRAMING 00 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. (2)-1 3/4x 11'g LVL 2x1 R.R. ^ 2x1 R.R. �_ BEAM END REACTION 28 1 Q /1 COLUMN @ 16 O.C. -'`� @ 16' O.C. 7. ® INDICATES LOAD BEARING WALL (LBS-WOOD) OVER BEAM JOIST/RAFTER ,(� E�AR (KIPS-STEEL) TYPE.&SPACING — ` 8. INDICATES CONCRETE WALL BEAM NUMBER (� W„A KOy <�"0 2� .A M BEAMS/HEADERS JOIST RAFTERS N Nay 0416''� A�� TF OF NEB (2 -3/4" x 9-1/4" LVL -3/4" x 9-1/4" LVL (2) 1-3/4" x 1/4" LVL (2) 1-3/4" x 9-1 4" LVL No. Issue Date (2) 1-3/4" x 9-1/4" LVL (2) 1-3/4" x 9-1/4" LVL — 1 Health Department 6.20.21 2 Pricing Plans 10.27.21 J 3 Permit Set 11.09.21 CO 4 Permit Set 11.30.21 .-i pp ------ ---------------- X rl x N \ M i N 2x10 R.R. 2x10 R.R. 2x10 R.R. 2x1C R.R. @ 16 O.C. @ 16' O.C. @ 16 O.C. @ 16 O.C. J J 00 \ n _ .1 r-I x \ M i .-1 N J 00 n x \ M � N J 00 \ i X Ct \ M N (2) 1-3/4"x 9-1/4" LVL (2) 1-3/4" x 9-1/4" LVL (2) 1-3/4" x 9-1/4" LVL (2) 1-3/4" x 9-1/4" LVL Scale: AS NOTED Date: 12/1/2021 Roof Framing Plan Roof Framing-Pl-an-- - - --- --- -- - -- - ----- ---- - --- - -- ------------------- SCALE: 1/4" = V-0" S103 I I I I I I I I I I I I I I I I I I I 1 1 F VAPOR RETARDED FIRST POUR SECOND POUR 24 EDGE LAP.OMIT SEE PLAN FOR - -�- - SLAB ON GRADE,SEE PLAN - AlEXTERIOR SLABS REINFORCEMENT SEE PLAN FOR I FOR REINFORCEMENT PROVIDE CONT.CHAIR AT T-0"O.C. SLAB THICKNESS MAX TO MAINTAIN REINFORCEMENT AT WSTOP REINFORCEMENT ELEVATION SHOWN U 1/4"PREMOLDED TONGUE p 6' p_6^ II-III= x-x-xxxxx AND GROOVE JOINT AT EACH SIDE =ir_it FLOOR FRAMING,SEE PLAN x',i X . '�•x T+-;; +: x.�-�5. c =TX,.r- x , to Z • • _ RESIDENCE LL 0'' :-'•' ':i'�� -.r ;• ::• 'tea•.,.i '; •, ,•4; •� .j ti may: .,. _. •,. _ z • gH RMED EXPANSION Hz #5 DOWEL AT18 O.C.W/MATERIA O • 0-10 HOOK co-I I Tir a CONY.#5 HORIZONTAL - 1=1I I- I xxx x-x `� (2)-TOP AND BOTTOM (2)-CONY.#5 TOP AND I_ • BOTTOM GRANULAR SUB-BASE 2x4 KEY 0 4 SHELF - REFER TO GEOTECH. CONSTRUCTION JOINT DETAIL 1�11- • . • • NATURAL"CUT'GRADE REPORT OR 6"MIN. 5 HORIZONTAL @ OR COMPACTED SUB- - '#' SLAB ON GRADE, CONNECT P.T.PLATE TO GRADE NOTES: SEE PLAN FOR o • • 18"O.C. • FOUNDATION SHELF W/ REINF. z'Ox9"LONG ANCHOR LOCATION CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETE 3)#5 BAR CONY. OPERATIONS ARE TO BE INTERRUPTED,CONSTRUCTION JOINTS CONNECT P.T.PLATE TO BOLTS AT T-0"o.c. TYPICAL SLAB ON GRADE DETAIL MAY ONLY BE USED AT LOCATIONS SPECIFIED FOR CONTROL JOINTS,SEE SLAB PLAN AND DETAIL FOUNDATION SHELF W/ ` '-'0x9"LONG ANCHOR BOLTS BOTTOM OF FOOTING #5 AT 18"o.c.HORIZONTAL 575 D E L MAR DRIVE • AT 3'-0"o.c. EL.= SEE PLAN 0'6" 0'-8" 0'-6" - -8� #5 VERTICAL BAR AT 18"o.c. LAUREL, NY 11948 #5 AT 12"o.c.BOTH WAYS (2)�5 CONT.TOP AND BOTTOM #5 DOWEL AT 18"o.c.W/0'-8"HOOK SAW CUT WHERE SLAB IS LEFT WRAP W.W.F.AROUND LAP 48 BAR DIAMETERS WITH EXPOSED,FILL WITH APPROVED STOP REINF.SHORT OF 1'-0" CONT.#4 NOSING BAR #5 DOWEL AT 12"o.c. JOINT FILLER IN ACCORDANCE WITH VERITCAL BARS MANUFACTER'S INSTRUCTIONS v JOINT AT EACH SIDE MIN. EDGE WITH 1!4"RADIUS TOOL • F 2x4 KEY 2x4 KEY - F- - - x - x - -:x T^_x� •" : �' ;; - :"' • TYPICAL FOUNDATION DETAIL @ n GARAGE Notes 'y- 9 1�•5 2 (3)-#5 CONY.BOTTOM OF FOOTING � III- I I I-I I-III U_ z? #5 HORIZONTAL BAR @ 12"O.C. (3)45 CONT �(��D ARC =III g w Z • • #5 CONY HORIZONTAL BAR @ 12"o.c. - �� V1 A °y✓�F _ O • • M z T �G TYPICAL CONTROL JOINT DETAIL TYPICAL STEPPED SLAB DETAIL g i J } � �� t4 U w p,-6, 0'_8„ 0'-0„ �a�� .A w BOTTOM OF FOOTING 0'-0" 0'-10" 0'-6" w 1,8 EL.= SEE PLAN NOTES: SAW CUT IS TO BE PERFORMED NO LONGER THAN 12 HOURS SIMPSON POST BASE 1/2"0 ANCHOR BOLTS AFTER THE CONCRETE IS POURED,REFER TO ACI 301.SAW CUT SPACING @ 24-36 x SLAB THICKNESS IN INCHES ADHESIVELY EMBEDED 5"W/SIMPSON SET XP EPDXY - 00o 9�F t74 1 6��y4 TYPICAL FOUNDATION WALL DETAIL @ TYPICAL FOUNDATION WALL AT SHELF OF NE 1 TYPICAL SLAB ON GRADE DETAIL n SOG z _ 12"0 SONOTUBE DETAIL (`J-3/4"= 1'-0" F- 10 3/4"= 1'-0" w ~O (3)-#5 DOWELS AT W W/0'-8"HOOK F- TER p LINE PROVIDE(2)-3/8"STIFFENERS LL BF28"BIG FOOT (ONE EACH SIDE)ATALL No. Issue Date COLUMN/PIER/OR GRADE z FOOTING" GIRDER BEARING POCKETS BEAM TO BE CENTERED ON -� STEAM BEAM, FOOTING o SEE PLAN FOR SIZE - COLUMN/PIER/OR GRADE AND LOCATION 1 Health Department 6.20.21 BEAM FLOOR FRAMING, 2 Pricing Plans 10.27.21 SEE PLAN FLOOR FRAMING,SEE PLAN AFTER BEAM IS INSTALLED g � I I V FILL POCKET SOLID cn WITH CONCRETE 3 Permit Set 11.09.21 Uj Z I ( I I PIER/COLUMN V 7o REINFORCEMENT IF REQ'D BEARING POCKET DEPTH 1"X 4' a 4 Permit Set 11.30.21 T= 6 TYPICAL SONOTUBE FOOTING DETAIL X BEAM WIDTH+6"W/(2)-5/8"O w I I FOOTING TOP 3/4" = 1'-O" A36 THRD.RODS X 8"LONG STD.HOOK! - REINFORCEMNT IF REQ'D, O I I SEE SCHEDULE • 2"MAX SHRINK GROUT 2X BLOCKING AT 16"o.c. (2)-CONY.#5 TOP AND BOTTOM -•J L • • AND AT ALL POST LOCATIONS TYP. • FOUNDATION WALL 56 BAR 0 � NP' • CONNECT P.T.PLATE TO (TYP.) - FOUNDATION SHELF W/'-"fdx9" 0-1 FTG.BOTTOM REINF., LONG ANCHOR BOLTS A2T 3'-C"o.c. U SEE SCHEDULE • Q� @ 1/4 o Q��yQ BOTTOM OF FTG.EL., h� m a NOTES: SEE PLAN TOP OF WALL SECTION (2)-#5 TOP AND BOTTOM 5 TYP. JOISTS PARALLEL TO WALL _ 1.SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS • OPENING NOTE: @ 8"WALL DEPTH,PROVIDE FULL DEPTH POCKET 2x4 KEY AND FILL WITH GROUT UPON INSTALLATION OF BEAM Isolated Footing Schedule Allowable Axial Foundation Reinforcement • Type Mark Load Length Width Thickness (Lengthwise I Widthways) Additional Info. xx-xx BEAM POCKET DETAIL F2 8.0 kip 2'-0" 2' -0" 1'-0" (3)-#5 1 (3)-#5 90d HOOK @ END 3/4"= 1'-0" - 0 F2.5 12.5 kip 2'-6" 2'-6" 1'-0" (3)-#5 I (3)-#5 90d HOOK @ END 2'PR FORMED EXPANSION DIAGONAL BARS F3.0 18.0 kip 3' -0" 3'-0" 1'-0" (3)-#5 1 (3)-#5 90d HOOK @ END • • MATERIAL(3)-#5 CONY (2)_BARS @ EACH FACE OF (2)#5 BARS AT EACH FACE OF WALL/T&B OF TYP.LAP TYP.LAP T F3.5 24.5 kip -6" T -6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END WALL o.c. SIZE,,TE OF SLAB.FOR 1 #5 HORIZONTAL BAR @ 12" SEE NOTE 1(TYP.) SLAB SEE NOTE 1 SEE NOTE 1 F4.0 32.0 kip 4'-0" 4' -0" 1'-6" (6)-#5 1 (6)-#5 90d HOOK @ END BOTTOM OF FOOTING 0'-6 o,�„ /1 7' F4.5 40.5 kip 4'-6" 4'-6" 1'-6" (6)-#5 1 (6)-#5 90d HOOK @ END EL.= SEE PLAN F5 50.0 kip 5' -0" S -0" 1'-6" (6)-#5 I (6)-#5 90d HOOK @ END 1'6" NOTES: F5.5 60.5 kip 5'-6" 5'-6" 1'-6" (8)-#5 1 (8)-#5 90d HOOK @ END 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL CORNER BAR SIZE AND - NOTE: REINFORCING.AT SLABS USE#5 BARS. SPACING TO MATCH 1)ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOORING-FOR OFFSET FOOTINGS FURTHER 2.DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT HORIZ.REINF. CALLCULATIONS ARE REQUIRED. CIRCULAR OPENINGS 12"AND LARGER. 0"TYP_ - 2)MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". ��TYPICAL FOUNDATION WALL DETAIL 3.COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL U DRAWINGS. 3/4"= 1'-0" TYPICAL SLAB/WALL PENETRATION AT INTERSECTIONS - TYPICAL4 FOOTING DETAIL (2)#4BARS B AT CORNERS BOTTOM n DETAIL 3/4 - 1'-0" 3/4"= 1'-0" Second Pour First Pour • • TYP.LAP• SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 71 FACE OF WALL AT JOINT.SEE NOTE 7 3'-0"LAP SPLICE 2"H"MIN. FIELD HORIZ.&VERT. CONSTRUCTION JOINT, 6" 6" HAUNCH AND WOOD STUD • TMAND WALLTG. 2'-0" WALL REINFORCEMENT CENTER 2x4 KEY ON WALL SHRINKAGE CRACK BEARING WALL,SEE PLAN BOT,HORIZ.WALL REINFORCEMENT • T.O.OPENING fi 0.177"0 SHANK GALV.P.A.F.'S AREAWAY DRAIN -�- SEE ARCH F W�1 1L EMBED.AT 2'-0"O.C. - -- P.T.SILL Ft ? #4 @ 12"O.C. • • • B.O. EN OPING _ 111- 1- SEE ARCH o c 2x4 KEY PIER,IF REQUIRED °' =III=1il CON CONSTRUCTION JOINT CONTROL JOINT Scale: AS NOTED _ T.(3)#5 =1T=11 BOTTOM OF FTG. M b - � _ . 2Jt NOTE: Date: 12/1/2021 FOOTING REINF. 2 SOIL BEARING • • �� 1 ROCK BEARING 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM - 1 _ _ III-I III-�J , - = • 1=1I1= TOP REINF.IF REQ'D. 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS I-III==T�=1I =1I(-III=TTI �=1 T. SEE FDN.WALUFOOTING LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. Ti=11(=1T =1T=T(=11 W y SECTIONS I�IIf= -1III b O 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 2'-0" - • • • • • • �' NOTE: (2)45 CONT.BOT. w W • PLACE LOWER FOOTING FIRST 4. AT CONTROL JOINT,PROVIDE BEVEL JOINT"T710 INTO WALL SURFACE BOTH SIDES.STOP ALTERNATING z_j HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. Foundation Details 0'6" 12 0'6" _ 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. ~z H o 00 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. n TYPICAL HAUNCH SLAB DETAIL BOTTOM OF FOOTING 0'-8° o'-s" `_ �V 3/4"= 1'-0" EL.=SEE PLAN 7. PROVIDE CAULKING AT JOINT IF REQUIRED.SEE SPECIFICATIONS. s OSTEPPED FOOTING DETAIL - 12 3/4" = 1'-0" CONCRETE WALL CONSTRUCTION n DETAIL -- 9 TYPICAL AREAWAY DETAIL 3/4"= 1'-0" 3/4"= 1'-0" S300 P r.7. H H CONNECT ROOF BEAM TO TOP OF POST W/ (2)-SIMPSON MTS16 TWIST STRAPS, ROOF BEAM,SEE PLAN RESIDENCE ALTERNATE SIDES OF POST FOR SIZE AND LOCATION 1/2"0 A307 THRU-BOLT FASTENER SCHEDULE FOR STRUCTURAL MEMBERS CONNECT ROOF POST TO WOOD POST,SEE PLAN z 6" A 1'-4" W/WASHERS DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS �( ROOF FRAMING POST/STUD BLOCKING FOR SIZE CL BELOW W/CS16 SIMPSON AND LOCATION w MULTIPLE MEMBERS, RAFTER TO TOP PLATE,TOE NAILED (3)8d PER RAFTER COIL STRAP w �" ° SEE PLAN FOR SIZE& CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST QUANTITY CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP J j CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP — CONNECT TOPS OF —' N COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE RAFTERS ON BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END OPPOSITE SIDE OF A 1/2"O A307 THRU-BOLT W/ RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE W/SIMPSON WASHERS @ 16"O.C.W/ ROOF RAFTERS TO RIDGE LOCATION LSTA30 STRAP (2)@EACH END TOENAIL (4)16d PER RAFTER 575 DELMAR DRIVE ROOF RAFTER AND ROOF FACE NAIL (3)16d PER RAFTER — BLOCKING TO MATCH SHEATHING.SEE PLAN FOR WALL FRAMING WOOD POST ABOVE SIZE AND THICKNESS, TOP PLATE TO TOP PLATE,FACE NAILED (2)16d PER FOOT LAUREL, NY 11948 RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. CONNECT CRIPPLE TO TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE s HEADER WITH SIMPSON PLAN FOR SIZE DWGS. FOR PITCH n MULTI MEMBER CONNECTION DETAIL TUD TO STUD FACE NAILED ( ) ,S 16d 'o.c.ALONGEDGEs MTS30 TWIST STRAP 3/4 - 1 -0 TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 Z BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED (2)16d PER FOOT CONNECT HEADER/BEAM STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT — "v TO POST/JACK AND KING DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STUD W/SIMSON STRONG 2x BLOCKING SIMSON STRONG TIE HHUS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)t6d Notes JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER BETWEEN FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE RAFTERS LVL GIRDER APPLICATION FACEMOUNT HANGER 8d CONTINUOUS HEADER TO STUD,TOE NAILED (4) FOR TJI APPLICATION !�ED ARCfy� �j CONNECT RAFTERS TO CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE NOTES: TOP OF WALL W/ FLOOR FRAMING — rn� ��W A ALL STRAPS SIMPSON JOIST TO SILL OR GIRDER,TOE NAILED (4)Sd PER JOIST 2 ,�1 INDICATEDARE TS12 TWIST STRAPS BRIDGING TO JOIST,TOE NAILED 2 gd EACH END � � UNLESS OTHERWISE LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO JOIST,TOE NAILED 2 8d EACH END s NOTED ON PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED)) (3)16d EACH BLOCK J. LEDGER STRIP TO BEAM FACE-NAILED 3 16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) (3)8d PER JOIST N �i _ SIZE AND CATION DER WALL SHEATHING BAND JOIST TO JOIST END NAILED (3)16d PER JOIST — '9 �416�y C•4 SIZE AND LOCATION SEE PLAN FOR T y GIRDER SIZE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT _ OF NEB SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2)16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. TYPICAL WOOD BEAM / POST TYPICAL GIRDER TO GIRDER/JOIST FASTENER SCHEDULE FOR STRUTURAL STRAPPING DETAIL ATYPICAL ROOF STRAPPING DETAIL DETAIL MEMBERS " _ 3/4" = 1'-0" 5 3/4" = 1'-0" No. Issue Date WALL SHEATHING PANEL,SEE WALL SHEATHING PANEL,SEE PLAN PLAN 1 Health Department 6.20.21 �SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING 2 Pricing Plans 10.27.21 NAILING PER NAILING SCHEDULE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE DOWNS AT ALL SEE SCHECULE SIMPSON HOLD DOWNS 3 Permit Set 11.09.21 SHEAR WALL AT ALL SHEAR WALL END CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE END POSTS, SEE POSTS,SEE SCHEDULE 4 Permit Set 11.30.21 MATCH FLOOR JOIST SCHEDULE MATCH FLOOR JOIST DEPTH o ANCHOR HOLD DOWN ., — DEPTH SHEAR WALL END POST, -SEE PLAN FOR JOIST SIZE AND TO THE TOP FLANGE SEE PLAN FOR JOIST SIZE AND NAIL BOTTOM AND SPACING SEE SCHEDULE OF STEEL BEAM W/ ° SPACING SHEATHING THREADED ROD NAIL BOTTOM AND SHEATHING TO BLOCKING PER NAILING SHEATHING PANEL EDGE II TO BLOCKING PER NAILING SHEATHING PANEL EDGE SCHEDULE NAILING PER NAILING THREADED ROD SCHEDULE II NAILING PER NAILING SCHEDULE CONNECTING I, HOLD DOWNS II SCHEDULE THROUGH FLOOR II SEE SCHEDULE SECTION B SECTION A SHEAR WALL END POST, SHEAR WALL END POST, SEE PLAN ° STEEL BEAM,SEE PLAN SON HOLD DOWNS AT SIMPSON NAIL AND SHEATHING TO LVL — SEE SCHEDULE x SIMPSON HOLD ALL SHEAR WALL END T.AND FLOOR SHEATHING. DOWNS AT ALL SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. POSTS, SEE PLAN BLOCKING PER NAILING SHEAR WALL ALL SHEAR WALL END NAIL AND SHEATHING TO LVL o SCHEDULE END POSTS,SEE POSTS,SEE PLAN o BLOCKING PER NAILING B SCHEDULE SCHEDULE (2)-2x TOP SOLID LVL (2)-2x TOP A SOLID LVL BLOCKING LVL BLOCKING I BLOCKING AT FLOOR LEVELS AT STEEL BEAMS — LVL BLOCKING BETWEEN I-JOISTS 0 BETWEEN I-JOISTS ° THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR,SEE Ch PLAN THREADED ROD CONNECTING HOLD SIMPSON A34 FRAMING DOWNS THROUGH FLOOR,SEE ANCHOR, PROVIDE(2)- ATALLSIMPSON HOLD DOWNS SHEAR WALL END POST, _ PLAN SIMPSON A34 FRAMING B ANCHORS PER LVL SHEAR WALL END POST, POSTS, EE SCHEDULED A ANCHOR,PROVIDE(2)- SIMPSON HOLD DOWNS AT ALL SHEAR oSEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL WALL END POSTS,SEE PLAN BLOCKING SEE SCHEDULE WALL END POSTS,SEE PLAN ° BLOCKING LVL BEAM,SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD 2x BLOCKING,TYP.AT ALL SEE SHEATHING PANEL THREADED ROD THROUGH SEE SHEATHING PANEL EDGE PANEL EDGES EDGE (3)-PLY MIN. MIDDLE PLY OF LVL BEAM DOWNS AT 2x BLOCKING,TYP.AT ALL NAILING SCHEDULE ALL SHEARWALL PANEL EDGES NAILING AS PER SCHEDULE END POSTS,SEE SHEAR WALL END POST, WALL SHEATHING SCHEDULE — WALL SHEATHING SEE PLAN 0— PANEL,SEE PLAN SHEAR WALL END POST, o PANEL,SEE PLAN SEE PLAN SIMPSON HOLD DOWNS P.T.SILL LI AT ALL SHEAR WALL END POSTS,SEE PLAN o DRILL AND SIMPSON HOLD DOWNS o P.T.SILL TOP OF FDN.WALL OR EPDXY ANCHOR RODS HAUNCH SLAB AT HOLD DOWNS AT ALL SHEAR WALL END TOP OF FDN.WALL OR 114"x 5"x 5"STEEL AT FOUNDATION POSTS,SEE PLAN HAUNCH SLAB PLATE RECESSED LEVEL,SEE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. INTO LVL BEAM SCHEDULE DRILLED IN AND ADHESIVE AT FND.LEVEL,SEE PLAN SILL TO TOP OF FND. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. FOUNDATION WALL OR HAUNCH SILL TO TOP OF FND. WALL AT FND.LEVEL,SEE PLAN FOUNDATION WALL OR HAUNCH OR HAUNCH SLAB SLAB,SEE PLAN AT LVL BEAMS AT FOUNDATION LEVEL WALL S OR HAUNCH SLAB LAB,SEE PLAN TYPICAL SHEAR WALL DETAIL TYPICAL SHEAR WALL DETAIL TYPICAL HOLDOWN CONNECTION n PERPENDICULAR TO JOISTS PARALLEL TO JOISTS " 3/4" = 1'-0" DETAILS 3/4" = 1'-0" Scale: AS NOTED NOTES: 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date: 12/1/2021 THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: -- A.AT SECOND FLOOR SHEAL WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD OF THE INDICATED DIAMETER. SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN B.AT FIRST FLOOR SHEAR WALLS,ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED ANCHORAGE OF P.T.SILL DRILLED IN USING SIMPSON SET EPDXY ANCHORING SYSTEM WITHT THE INDICATED EMEDMENT DEPTH. MARK SHEATHING PANEL ANCHOR TO END POST SCREWS LOCATION THICKNESS BOTH SIDES OF WALL TO TOP OF FOUNDATION WALL/ 2x BOT.AND FLOOR AND EPDXY EDGES TO VERT. MODEL FOUNDATION/ /SOLID WOOD Framing Details HAUNCH SLAB STUDS TO HORIZ. SHEATHING TO LVL WALL BELOW ANCHORED POST SIZE(MIN.) 2X BLOCKING BLOCKING/LVL EMBEDMENT EXTERIOR WALL SCHEDULE AND TYPDEPTH(MIN.) n NOTES EXTERIOR "Ox12"LONG ANCHOR (10)-SDS 1/4x2 3/4" = 1'-0" WALL EXTERIOR 1/2" N 6OLTS AT 4'-0"O.C. 8d AT 6"O.C. 16d AT 6"O.C. HDUS-SDS2.5 5/8"0 ATR 10" 1/2/(2)-2x