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HomeMy WebLinkAbout47406-Z �oS�EFO[�-coG Town of Southold 6/29/2023 4 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44229 Date: 6/29/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1490 Village Ln., Orient SCTM#: 473889 Sec/Block/Lot: 24.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2022 pursuant to which Building Permit No. 47406 dated 1/31/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including sunroom,mudroom and deck,to existing single family dwelling as applied for per ZBA#7542,dated 10/21/2021. Replaces COZ-44075. The certificate is issued to Holzapfel,Joyce&John of the aforesaid-building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47406 2/8/2023 PLUMBERS CERTIFICATION DATED 3/23/2023 fiMAKitPkPlum,binj Au ri S ature .�SUFFeirt Town of Southold 5/5/2023 P.O.Box 1179 o m 53095 Main Rd oy��1 � } 'y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44075 Date: 5/5/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1490 Village Ln.,Orient SCTM#: 473889 Sec/Block/Lot: 24.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/11/2022 pursuant to which Building Permit No. 47406 dated 1/31/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including sunroom,mudroom and deck,to existing single-family dwelling as applied for per ZBA#7542, dated 10/21/2021. The certificate is issued to Holzapfel,Joyce&John V(J .. co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47406 /8/2023 PLUMBERS CERTIFICATION DATED th r ed ignature �SufF TOWN OF SOUTHOLD BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47406 Date: 1/31/2022 Permission is hereby granted to: Holzapfel, Joyce 1490 Village Ln PO BOX 193 Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA & HPC approvals. At premises located at: 1490 Village Ln., Orient SCTM # 473889 Sec/Block/Lot# 24.-2-14 Pursuant to application dated 1/11/2022 and approved by the Building Inspector. To expire on 8/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $396.80 CO-ADDITION TO DWELLING $50.00 Total: $446.80 Bu' ding Inspector *oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin0-)town.southold.ny.us Southold,NY 11971-0959 Q�yCOUffm�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joyce Holzapfel Address: 1490 Village Ln city:Orient st: NY zip: 11957 Building Permit#: 47406 Section: 24 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East License No: 4253ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights 16' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 13 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW Notes: Kitchen & Living Room Inspector Signature: Date: February 8, 2023 S.Devlin-Cert Electrical Compliance Form T&Nvh:HaI1:Ann6x. Telephone(631):765-1$02 54375 Main Road >~ax(631):765=9502. P.O.Box 1179 Southold,NY 11971-0959 '. ; BUILDING DEPARTMENT TOWN OF.SOUTHOLD CERTIFICATION Date,:........ Building Permi.tNo: IBP--g - T6� Owner: ` 1 (Pleae:prxrxt) JUN 2 9 2023 Plumbet: :.: (Please print) � DWC.Pr7T. I:certify that the solder.used:in he water supply'system contains less-than:2/1 0:of 1% dead: ,.. (PI ignatute) Sworn to,before:me this day of " ATb_._._.,_.20 CHELSEA L. CHALONE Notary Public, State of New York uff Registration#01CN6287106 e In Suffolk County p. commmiissilon Ex i esAug 5,20 No Public - may. t����,-....�i�tanty: sooryO� HI q o (o —I -N Vr 114 # # 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) M ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O [ ] RENTAL REMARKS: bviao4 DATE INSPECTOR q"op OFSOUIyo --- -- -- - # # TOWN OF SOUTHOLD BUILDING DEPT. `'couNr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE l` Z INSPECTO o(0 Address: 10200 Main Rd, Unit 3A P.O Box 152 Mattituck NY 11952 A M P Arch i t e c t u re Phone: (631)603-9092 Design + Build .A. LS November 7th, 2022 D V s N 0 V 1 n 2022 Town Of Southold P.O Box 1179 . 7 UI : Southold NY 11957 'kf) )7�i OF S 0 T .f)I-D RE: Holzapfel Residence 1490 Village Lane Orient NY 11971 To whom it may concern, Based on my inspection at the above address the foundation, waterproofing, framing, strapping and insulation was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP o (P �. ®374 yp� OF N Page-1 of 2 A M. P`A rc h i to c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build a� F 6 t February 27th;2023 I Town Of Southold P.O Box 1179 Southold NY 11957 RE: Holzapfel Residence 1490 Village Lane Orient NY 11971 To whom it may concern, Based on my inspection at the above address the foundation,waterproofing,framing,strapping and insulation was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP N 2 9 2023 -4 NG DEPT Page 1 of 1 *3•k..t FIEI;D:INSPE:�TIQ�Y;`REP RT�� ;Ia�'.�;:• .,.:: �';�.:•'`_,,�::;r,�>:�: FOUNDATION: ISTD • i,L.,,.Ti FOUNDATION`t1�TA)' 1. `ROUGH F O. - i� 1 INSUILAT16N.112,12 TI,:'`Yf'.. . STATE E1�RGY eaz4kh' _ 'fl5; • � _ '.fir;•�%r FINAL ... ' _ ::?mac',` (Sc '•„''.�:: ''.i. �kr.':;:,, '.c'1:•.7 . : 0 i .. ...•.;�� 1.•.,.'tie,,.'>`�,'„`�.�� '��,, ., PJB vf�' /''��]� •� r .��.: �,r: Iyi;. TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov ASAP � Date Received APPLICATION FOR BUILDING PER 1_. For Office Use Only r PERMIT NO. Building inspector: APR 1 4 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. " Date:April 14,2021 OWNER(S)OF PROPERTY: Name:John Holzapfel______ SCTM#1000-24-2-14 Project Address:1490 Village Lane, Orient NY 11957„ Phone#:631-323-3774 Email: JJ"11o957 tonllne - - - - - -- - - -. _ _ @-_P. _. net. - - - Mailing Address: 1490 Village Lane, Orient NY 11957 CONTACT PERSON: Name:AMP Architecture Mailing Address: 1075 Franklinville Rd,Laurel NY 11948 Phone#:516-214-0160 Email: jMagpe@qMparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Y Architecture - Anthony Portillo . - - -- -- Mailing Address:1075 Franklinville Rd, Laurel NY 11948 Phone#:516-214-0160 Email: aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: _ Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iRAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Fill the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:3 Ing)E FC 'lily 51 Intended use of property:Si1 �lc Family Raidenct Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to l this property? ❑Yes 2fvo IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in bulidtng(s)for necessary inspections.False statements made herein are punishabte as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.'. Application Submitted By(print 1(� � I jf 9i((L M( Ctlg'Authorized Agent ❑Owner Signature of Applicant: Date: _q STATE OF NEW YORK) 5: COUNTY OF - �) NP P&(h+m-we, j sSi m Mane c being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above iYamed, (S)he is the_ &.I l I (Contractor;Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her//knowledge and belief;and that the work will be performed in the manner set forth in the application file thehf��icil . BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6088001 day of, 20�� Qualified In Suffolk County 3 r—F.'req 114 fig ILQW ad. °mmi otaryis PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, V/FI'A-' /74,71 residing at ` �'7 111.4 /, n/ y�j �l -vy do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. af&2 wner's Sig atur Date Print Owner's Name 2 i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 5,2021 TO: Anthony Portillo(Holzapfel) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated April 14,2021: For permit:to construct additions and alterations to existing single-family dwelling at: Location of property: 1490 Village Lane, Orient,NY County Tax Map No. 1000—Section 24 Block 2 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction,on this non-conforming 10,020 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. The site plan shows the minimum side yard setback at 7.8 feet and the combined side, setback of 20.7 feet In addition,the proposed construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Authorized re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark,ZBA d BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��Q� S�UlyOl 53095 Main Road-P.O.Box 1179 Patricia Acam ora Southold,NY 11971-0959 P Office Location: Eric Dantes i Town Annex/First Floor, Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento OlyC�� Southold,NY 11971 http://southoldtownny.gov QQR�E��C�E�,IVE ZONING BOARD OF APPEALS d- 4ib& 4 ra3138 Imo+ TOWN OF SOUTHOLD OCT 2 6 21 Tel.(631)765-1809-Fax(631)765-9064 CC..GG outhold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 21,2021 ZBA FILE: 7542 NAME OF APPLICANT: John&Joyce Holzapfel PROPERTY LOCATION: 1490 Village Lane,Orient,NY SCTM No. 1000-24-2-14 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type R category of the State's List of Actions, without further steps under SEQRA. . SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is an approximately 10,143 sq.ft.parcel located in an R-40 Zoning District,lying in the Orient Village Historic District. The property has a road frontage of 70.00 feet on Village Lane,then runs west for 141.4 feet to the rear lot line of 70.00 ft, before returning 144.9 feet east back to Village Lane. The property is improved with a one-story frame dwelling and a one and a half story frame accessory structure in the rear yard as shown on survey prepared by Ramzan Alli,LS,dated June 19,2020. BASIS OF APPLICATION: Request for Variances from Article XX M, Section 280-124 and the Building Inspector's May 5, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling;at; 1)located less than the code required minimum side yard setback of 10 feet; 2) located less than the code required minimum combined side yard setback of 25 feet; located at: 1490 Village Lane,Orient,NY. SCTM No. 1000-24-2-14.The Notice of Disapproval also noted that,pursuant to Section 170 of the Southold Town Code, the proposed construction requires approval from the Historic preservation Commission. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to a single-family residence with a side yard setback of 7.8 feet where a 10-foot minimum is required and combined side yard setback of 20.7 feet where a minimum of 25 feet is required. ADDITIONAL INFORMATION: The applicant's agent testified that the Historic Preservation Commission informed the applicant that HPC approval for the proposed construction does not require their approval.No written statement confirming this determination was submitted by the agent. . The applicant submitted prior variance relief, Page 2,October 21,2021 #7542,Holzapfel SCTM No. 1000-24-2-15 from the Board of Appeals for the construction of a dwelling on the subject property#2768,dated January 13, 1981 which granted a 7 foot and a 17-foot side yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 7,2021,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The variance in question for the northerly side yard setback is to add an additional 4 foot deep by 12-foot-wide enclosed mudroom entry to the dwelling which replaces an existing open trellis in the same location.Both non-conforming side yards are well screen with high hedgerow and evergreens and the proposed 48 square foot addition will have no visible impact on adjacent properties or the street is for the existing side yard setback and does not include the proposed work on the subject property. As this is a technical issue already covered by previous variance relief,this proposed construction will not produce an undesirable change in the character of the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject house already has non-conforming side yard setbacks as previously approved by the Board of Appeals so any addition in either side yard will require additional variance relief.For with a single side yard setback or a combined side yard setback. 3. Town Law 5267-b(3)(b)(3), The variances granted herein are mathematically,substantial,the side yard setback request represents a 22% relief from the code. The combined side yard variance request represents an 18% relief from the code. However, in addition to prior variance approval, there are many other non-conforming setbacks on Village Lane where many of the historic homes pre-dare zoning. 4. Town Law 5267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law&267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant'had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a mudroom entry addition to the subject house while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried, to GRANT the variances as applied for, and shown on the plans drawn by Anthony Portillo of AMP Architecture, dated April 28,2021. Page 3,October 21,2021 #7542,Holzapfel SCTM No. 1000-24-2-15 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant and/or his agent shall submit to the Board, of Appeals either approval from the Historic preservation Commission for the proposed mudroom addition, as required in the Notice of Disapproval, or submit written confirmation from the HPCC that their approval is not required,or obtain an amended Notice of Disapproval from the Building Department removing the requirement for HPC approval. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subjectproperty that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity., Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/ora subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dante, and Planamento,Acampora and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman,Chairperson crperson Approved for filing /0% 4 /2021 our Uni44 �\�9 @ A/ Mariella Ostroski,Chairperson Q��+yO© � �� ���� Town Hall Annex Anne Surchin,Vice Chair SOUTHOLD 54375 Route 25 Allan Wexler LA6UM r, PO Box 1179 Fabiola Santana s % o Southold,NY 11971 Tara Cubie � ` ° �' Telephone:(631)765-1809 Kim E.Fuentes,Coordinator, A �o 9FSEgVAM southoldhpc@southoldton=,gov Town of Southold Historic Preservation Commission December 9,2021 RESOLUTION #12.09.21.1 Certificate of Appropriateness RE: 1490 Village Lane, Orient,NY. SCTA4#1000-24-2-14 Owner: Joyce Holzapfel RESOLUTION: WHEREAS, 1490 Village Lane, Orient,New York is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant's architect,Anthony Portillo of AMP Architecture, submitted a proposal of additions and alterations to the existing single-family dwelling; WHEREAS, the scope of work includes a modified sunroom and kitchen; and the addition of a 60 sq. ft. rear wood deck and a 48 sq. ft. mudroom, as applied for. The proposed mudroom will be built on the west side of the house and be partially visible from Village Lane; and WHEREAS, the Architect presented commissioners with an outline of the project during pre-submission conferences on October 28,2021 and November 23,2021; and WHEREAS, a public hearing was held on December 9, 2021,where the applicant and their architect submitted final drawings of the scope of work and outlined Certificate of Appropriateness HPC,Holzapfel SCTM No. 1000-24-2-14 Page 2 by Anthony,Portillo, Architect, (Sheets SD-1 and SD-2) dated November 19, 2021; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,it is agreed that if the applicant chooses to make changes to the design or materials being used for the improvements,that he/she shall re- appear before this Commission and seek approval for such change; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. Motion made by.Commissioner Cubie Motion seconded;liy: Comiriigsioner Santana '1V-0` .ESi.AYES: C•omiiiissioners Ostroski, Santana,Wexler-:and'Cubie: -,RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E.Fuentes,Application Coordinator for the Historic Preservation Commission Date: December 9,2021 o�oSffibteo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H� sa Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov f01 Date Received APPLICATION FOR BUILDING PERMIT For Office use Only n� �_7q6� PERMIT NO. Building Inspector: ® U PIAN 1 121192 Applications and forms must be filled out in their entirety. Incomplete �_ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ouT:!nU'D Date: I l 122 OWNER(S) OF PROPERTY: Name:John Holzapfel _ SCTM#1000-24-2-14 Project Address:1490 Village Lane, Orient NY 11957 Phone#:631-323-3774 Email: 1957@optonline.net Mailing Address: 1490 Village Lane, Orient NY 11957 CONTACT PERSON: Name:AMP Architecture Mailing Address:1075 Franklinville Rd, Laurel NY 11948 Phone#:516-214-0160 _ Eman:imagee@am parch itect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture - Anthony, Portillo Mailing Address:1075 Franklinville Rd, Laurel NY 11948 Phone-#:-516-214-01160 _ Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION`, Existing use of property:Sin9Y9Y le Family Residence Intended use of property:Sin le Famil Residence ..�...._2._.__.v�._.��._...__.......�.�.�...-�a.... ._._._.__e..,.... . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4q N C this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional,is'iesponslbie,for`alldrainage andstomi`waterIssues as,prWded.bv,. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Mpartment for the Issuance ofa Building Permit pursuant to the Building Pone Ordinance of the Town of Southold,Suffolk,County;New YoM and other:applicable flaws,Ordinances or,Regulatlons,for the constructiomof buildings; additions,alterations or for removal or demolition as:herein;described:The applicant agrees to ioinply with all applicable laws,ordinances,building code;:= housing code and regulations and to admit authorized_inspectors onpreinises'and in buildings)for necessary lnspecd6ns.,False statements m_ade.herein are punishable as a Class A misdemeanor pursuant to Section 216AS'of,the New York State Penal Law. Application Submitted By(print name):AMP Architecture ❑Authorized Agent ❑Owner Signature of Applicant: Date: I ) 112 Z 'STATE OF NEW YORK) SS: COUNTY OF Suffolk AMP Architecture being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the agent (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 ther�ARBARA TANDY Sworn before me this Notary Public,State Of New Yor No. 01 TA6086001 Qualified In Suffolk County day of D .20.Ra Commission Expires 01/13/20e23 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, �� ' //0) 2_N10F L_ residingat % Y/Gi V,i�, � j' A A)a/ do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. iila a Owner's Signatu Date Print Owner's Name 2 � (� I�' IIIUII� r 4 2023 rovfat CO ING DEPARTMENT-Electrical Inspector ® Gyt ® ® TOWN OF SOUTHOLD +own Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631),765-1802 - FAX (631) 765-9502 rogerr .southoldtownny.gov - seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 01/23/2023 Company Name: Modern Electric East, Inc. Electrician's Name: Anthony Rutkowski License No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 E I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: John Holzapfef Address: 1490 Village Lane, Orient, NY 11957 Cross Street: Orchard Street Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: a Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Replaced electrical devices / Installed exterior light/switches Square Footage: 1<1oo 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 Size F11 PhF-13 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame 0 Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION 1 C 19 ii Zvi rs r�r� 4 2023 i Ui Fa( ING DEPARTMENT- Electrical Inspector:- TOWN nspector;TOWN OF SOUTHOLD C4 'own Hall Annex - 54375 Main Road - PO Box 1179 o � Southold, New York 11971-0959 h�� ®� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCcDsoutholdtownny.gov — seand(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 01/23/2023 Company Name: Modern Electric East, Inc. Electrician's Name: Anthony Rutkowski License No.: ME-4253 Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 E I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: John Holzapfef Address: 1490 Village Lane, Orient, NY 11957 Cross Street: Orchard Street Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: V Block: a Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Replaced electrical devices / Installed exterior light/switches Square Footage: <100 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In F&—/] Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION fl� PERMIT# Address: Switches Outlets GFI's i I I Surface Sconcesll H H's �W UC Lts Fans Fridge HW Exhaust Oven R' Dryer Smokes DW I Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments H D,S p�A maMa OKM PPR6V 4�= a AL =.--, p O� �ZW�zz �Q oz=a�h�i o�o u1HOLZAPFEL 9 WiaOF a�+m ¢a �a 1A x y p 2 Y a 25W1=6 s�ss0- RENOVATION yWj�==FW.•SN F-0-MMI 1490 VILLAGE L ANE ORIENT, NY, 11957 C O uJ -J z Z LL) V Q ARCHITECTURE ANTHONY PORTILLO R.A. LEED AP a LL o g � > gZ 1075 FRANKLINVILLE ROAD 450 95TH STREET UNIT C9 C z r 0 w f LAUREL, N.Y. 11948 BROOKLYN, N.Y. 11209 0 = o LLC 0:516-214-0160 y 0 w a N N Q O Q � c a OENERAL SYMBOL KEY: �� U r_:� EX*rtV7 TO REKNN MH F-MMATM WALL N. Z-ma U k� OD NEW WOFRW°S Wm a m W g za3W''m W O x ti =xF xFdw" ZZaOZ Q Q W W Q n W—N K oWm a Riatzzx aFo � o x �o �O PE ZQ�QQ�� UFFN OJ W �u.33a UM W Y W RE O W z C a x�Lazo 00 �coixd'¢a�d' jBEN" 2'OO REF. 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Z y� c W�m j W O F W N C4pOWU J2t5 �O Z=31111 If 11 ITII 1111 11 -01 nWm�¢a ¢'I000= a¢z}�2 o a�z� f lilt HIT it Mill lmljl�jll 'Nlilt u�=lo /JhEXIST.RIDGE HEIGHT 111111 lilt 11 111 if mill IIITII 11111 ELEV.+20.6' Qo¢�a4aa PROPOSED CEILING HEIGHT 11 IT ELEV.+11.8' -------- yW o S y�ZUHO UN �? �iO.1QQIQS u Hit 11111 Mill it A IIITI III-HI HIT 411111111 1 [ILI 11 111111 11 111111 llull III] i119111:1911 1 411 1 Wit I, i'll"ll"If lilt 11 111 11 IIITII IIITII F-17] 1 11 111111 if I 111 It If it 1111 lilt 11 11 Mill ELEV.+2.&'FIRSTI litill 1111111 fill 111111 1 111111 it 1111 111111 11 if I Mill 111111 111111 1 FLOOR__, 11111111111 Hill lilt 11 fill 11 Jill II Jill 11111111 1 111111111111111111 Jill If 11 1 1 II-U 11.B Ll Lill BASELINE ELEV.+0.0' NSEW ELEVATION (RIGHT SIDE) SCALE,3n6•= 1'-0• �d 111111 1111 11 fill 11 lilt it 1111 HIT 11 till 11 fill I lilt 11 1111 1 111 11 111111 lilt 11 111]11 111111 [111 it fill 11 11 It 11 I If it 111111 111111 111111 11111 1111 If 1 1111 11 IT 11 11 IT 11-JITT 11 11 If 11 111111 11[111 1111-11]ITT] 1111 HIT 11 HIT it fill III lilt lilt 11 lilt 11 lilt It 111111 IM 11 111111 111TIl IIII'll 111111-111TIHITT-11 IIII it IIII it IIII it it HII 11111111111111 1111 HIT 11 111111 111111 Mill 111111 IIITII IIITII IIII'll 111111 111111 1111`11 IIIN 11 1 1111 11 111111 lilt 11 IM 11 till 11 lilt 11 11111 111111 IIITII IITTLJ Till 111111111111111111 IIITII 111111 111 fill 11 fill 11 Jill if lilt 11,11,1 I lifill Illill 111111 111111 11"11 111111 111111 till 1 111111 lilt 11 If 11 11111 1 11 IT 11 11 IT 11 1111 — fill 111111 111111 11111 EXIST.RIDGE HEIGHELT Mill Mill Hill Mill 111111 111111 11 EV.+IIT 11 - - T Ifil IIITII 111111 111 EXIST.GEILIN6 HEIGHT W 4 -- -----ELEV.+108' -J Z z L j wp 15 (D 11 it it 11 1111 ILLT LL � > 11 it 1111 1111111 > r 90 gZ u 4 W H _ w Z O o LWLim 0 � o lilt 111111 LL lilt 11 Mill 111111 111111 Mill IIH 11 111111 M1111 IN I I 1 11 IT u u fill 11 fill 11 till 11 fill 11 11111 illillutiltuLilluoEXIST.GEILIN6 HEIGHTT 0 -- ELEV.+2 8' as 11 p l,f 11 1111 11 11[1111 it 11jLLL Ff SOUTH ELEVATION (FRONT) N M NSEW ELEVATION (RIGHT SIDE) c SCALE:3n6•= I'-O• c SCALE,5n6•, r-o• a � o a 'U1 3:3 U Fa¢agQ O 03.. S N W�Q LL O 10.0' C � ' Q Q�W �1.� 1 RNI_O xa a¢ia?0 I-STORY I gn= Z FRAME 1I LL W L SHED �LLz3� Q 2 W 2 Q w -7.4 1 a NOd�Q4aa I;sW�W I a 1 Q N S=0 S I U 6 vy� � �U 66a QS 1 55'FRONT YARD 5E'iBAGK 1 I I ' 1 I y YI 1 �} PROPOSED 1 WOOD DECK � b I WOOD STOOP I � .01 PROPOSED MUDROOM 1-5TORY FRAME 4 A T10 (HEATED AND FINI5HED) N RESIDENCE 1 55'FRONT YARD SETBACK I } > _ STOOP t7 3 p WOOD PLATFORM dJ I w Z z , `L o g 1 lel II O 0 W O w 552048'00"W "70.0' LL O a to O a V I L.LAC E LANE PROPOSED SITE PLAN 0 SCALE: V-O" = 20'-0" a a O a I a a --� � 517E PLAN HATCH XEY. ® RENOVATIONz cn>: IOROPoSSD IvnLDINs AwmoN �I�OS®AST H ® LZA,PFEL W9 ECOVE® p z J � F r JUL 0 8 2021 PROJECT SGOPE: Pf��E KEY: CL a w G-QQ 1•QQ PROJECT LOCATION&SCOPE p g�BCGI of AppEa�S - SITE PIAN&ZONING DATA G zoning F' - MUDROOM ADDITION cc W WOOD DECK ADDITION a •-` - MODIFICATION OF KITGHEN AND SUNROOM G-OO2,QQ GENERAL NOTES z 70.0 ENERGY TABLE •+ STRUCTURAL DESIGN CHARTS ¢Z PROJECT D?�Tf4: A-101.00 PROPOSED DEMOLITION PLAN LL W a,Jt PROPOSED FOUNDATION PLAN to tY: O UT { DESIGN DETAILS S C �r'1.3 _F720J�GTi/:ZON(NS DATA�:'i-a,i;_ %'••w;,.;:;<-jE�.'••: _ -T woo-24-2-14 A..1O2,QQ PROPOSED FIRST FLOOR PLAN I 1-5TOR {I PROPOSED ROOF PLAN ZONING DISTWCT R-�N" � FRAME I LOT AiEA 03 ALRE9 � I SHED l cora=zlosso,zloSSl Dem so,1450 A-201.00 PROPOSED EXTERIOR ELEVATIONS I{ U c°lo-210615 DEC.It,RD[ a j t:ero-no62p Dec.21,1901 Q U1 HISTORICALPRe5CRYATION PENDING cj-IOI.OD PROPOSED STRUCTIIRALPLANS � fEMA FLOOD ZDIR X �p R YARD SETBACK { e:t>�3:atm r 'r< ,•F 2 ?• S> .=a�a ::i { 3rj HABITABLE SPACE 2#5nN6 PROPOSED I I PIR9T FLOOR AREA 1,145 5F 162 sF. ly I ` NTAL BE77ROOM COIMT I 1 V1OQC Gj I D-ESCRIPTON(POOiPR1NT) ARE CO%VELRoArE B { IW N I TOTAL Lar AREA 1op140 5 F I PROPOSED �I � EXI5TIH5 BUIlDINB 1--mo sr 0.5% IO WOOD DEGK W 1 E915TINO FRArE OW 2.1nD Sr. 2a% FF 60 S.F. ° I N nFOT . D PLATFORM 910 9P. 0.9% L I I OP 105 SP, I.I% /MODIF{Ep/// O I I PROPOSED -'DPCKamoN aea aP. os% 600 S P. 06% WOOD STOOP { %SUNROOM/ , — OFALL.5TR11CT7 1942051JE laa% 265 5 F j �������j ` 1 I REQlJIRED;S�HACK5-MAIN EVJILDIN6,'-1� 8 4 � ►�, .5' �MODiF1Ep/ Re611RED FAST PROPDSED CONPLIEs- FINIAL I NIA tpp P PROP05ED MUDROOM j O�KITGHEN i I 6 �9 C MAP (HEATED AND FINISHED) j t I,260 5.F/ FRONT YARD ssn' 514' 45.r Y 48 5.F. j ' /�////////% % / I soeYAm Ion' tae 124' NIWy RR ETo VIEWED BY ZB o "> 7 1 I-STORY FRAME 8 ATTIC I � 4 ci RF-5I DENGE I E70M s1De YARDS 2s a 226' 2or I�asrJ SEE ®�!o'�'0 Sg o� 8•�` REAR YARD !BO' 641' Tom' r PROJECT: 4.S 55'FRONT YARD SETBACK 1 DATE® 10 I l HOLZAPFEL I - - - RENOVATION Id { 1490 VILLAGE LANE > - l 1 m it ORIENT,NY,11957 Lu STOOP WOOD PLATFORM I DRAWING TITLE: I Il PROJECT LOCATION&SCOPE J SITE PLAN&ZONING DATA uj ' I 1) r PAGE -J z - - - - ,o,o' � - I G-001.00 532°48'00"W ` / II /� //��• II /^� DATE* AP 6a z9��i 1 NE gg I ram�= 1.THIS Is AN ARCMITECTn sire PLAN 4 15 SUs.FGT TO%'MFICAnON BY A LICQL� ��L)I" ^( ,pIMKOR•TIS INFOR+'tATl N 15 TO T1� l' O R ON THIS sITE PIAN Q ' ARCHInLTB BL3T OP 1�10Y8-FDf.E 2.5URVEY UffOW fADAT i OBTAIN %• - — FROM A 911RYeY DATED.il:Je 14,2020 AAD PREPARED BYi � ��L '•t r � y W LAND SNZVEY09 P6. 1 n•IS 164 STRUT -�A 03 40� ffi5 �"°°"°1LY°96° LOGATI ON MAP A ��,rn6)541 ebOo ,� 51TE PLAN SCALE.Nis v n OENERAL SYMBOL KEY: a tcn W Z� 104 PARTIAL 11E15W _ ewsnrLu To 0 DLNousIC-D H FKEN RA a sn. �` "STINS TO R014M 0 >1 NEw PDlriroanoN was. l 5n yQg iMR�IG� RECEWED N J = OMMM I NEY 14gt FLVZ RATED ® M41(�1 244'6411-11 AL 000 - 1'""""""I HDOD FRATE(Lb STL FO5T 1014'MALL=+ m O KEN M AM(Li c MIN.(2)ZW'ST r7LrAAL 4 d POST FDRW HALLS).U-0 VI JULt L L i — a m tZK 7-W FIRE RATED U .•' 1,10= -1+, O1,10=FRA-O A.B.511.. •^ I D HNEli MPI-)GABLE) j I J Zoning Board of Appeals PaL I Y GLMt.+LT I Z Z a e•Lmr gLu j I In nCc:1n �i't I a�igC �• I �2 W ~ U 2 J � J mJ Ti PC"ATION Q NOf pART OF Tis FILVM 3 I 10+Y t FT OL ' I In :-II I IInI 7 II rk $I I B PROPOSED FOUNDATION STRUOTURAL PLAN _ SOA1.E 1%9 i b• Q LL fu D PROJECT: HOLZAPFEL RENOVATION 1490 VILLAGE LANE OKtTrA4EJ ORIENT,NY,11957 I DRAWING TITLE: O I A PROPOSED STRIICNRAL PIAN _ FINAL MAP �I I f.V� �6�* C�� � d�"R PAGE: S-101.00 SEE ®EC1SI®N # r ®ATS® to / /��JI q • I LNMD�IROOM I I / olT l oATE / I��si�dF sem. 4 = =i - - - - C -.� —, �'0 �.i IVI to ,'� ,. tp 1v ss L•Az:D DECK 1✓8'1U_k'h51U_'+L'1miU.k^tmlU_S,•.• 16i UH � �`�• C•� 1J 0 �74Qy PROPOSED FIF-ST FLOOR PLPTN 1,282 5.F HABITABLE SPAOE)12 F 52 5. •GFZ055 AREA li GENERAL 5YMBOL KEY: w z o ��.--I I� NEW PARTIAL a-&iHr F�UBTRL$TO Deh10L151� Ir�ImOODf FRAME M. STL cc Z F� Emaml,6 TO fL--TWN yj ci ~Z I---.__---�--I I�Y1�D FRAME(-& I.M4 FOM7ATION KL L C4 }1 5TL KM MMICABLEJ EZon1ngB OJ J JKai 144 FIRE RATE ® MW. F R 4.9rSIIlCTLFiAI- 0 00 OHOOD FRAMM&-&STL POST FOR 4•YSTPLs In PG"APPLICABLE) 04KFOS(2J 346'9TRUGTURA 1. araP09T FOR 6'FL4LL5),VDN m�°A��'n 21 --- _ ------- Q F____FOUNDATION PIANNOTCSGo`'" PA5FMM°'�"""°`""` Appeals 4Oj RLNF'ORLpNPQipLW 6- / z To�N J t-__- IDCDTNB�r-T }�:• } . 1 F$'-1 t PO°'TS POR YO DECK. Z OW PT POSt.P CLfL NER VPON I'OOIINO.45 P� N1 OEBL DETAIL fiYP) LL W W ppR WOOD 9TAIR9 1 BFNDE. r g O 4'1FCC P LONG p-1 AD D'MDS w REOD LQbiH VPON I I I 1 b•DRAV6 VDQi 19 PT VTARt B1R]GLBiS• pp 0 ALL E/C5N10 G�DTt^ID. I +--b•�•—} I l'1..] MAK W'OL.DOLL(MRS DSRWDDLN tg� PLVlL4RtB FIXNE'J. I Lr_----- J APRiMILP9 ro P2I✓DIP/® I r-ter- 1 —t" 1 EOARD0E-DECK• L r I Ot N]4 PTm TO MATCJIO�IN OP ITS» m _ _41 ].B.fJ.Rt�w(]i p1D'm•9'LOL6 MD BAL 1AB BOL» ` MRL 4•BETYZ1�DP W •16'OG �' 'x 1-In•DGUARE eAi1918t 5.WSTALL ND BALV.JP15T 114) iS VT 51MPBLM(� (STTLt TIF F 4 Fi.A911Rm TULRD U�SATN•JIDRIB. Iii �R OvBi TOP @BB GP U BD 5I18^5CN 1133A RAPTBL 111 W 5 ee 82=MALL Te(OR e.lv4) 111 E>a9T PORTION _ 4 1 1 L) -1-1 OP Y4V1.TO= BOARDS III IE I J_.li 4t E,R5T.ICIv'JDYb ii r , r — in Emir mcc e TD Be RH{�Vla Ty T I I I I f]J In•o IYST o1PP®BALv fay BDLrJ.Pi.Posr w ovassl� P.T.D1 As Y = 1'14�R5.13m NLr Ps®°Rr' NIP L — J L — J iill PHt FLM ryT dT01lL'Vti POST,CFiX TIC. - PT BOARD AN9= 111 IG 1 _ PT BEAM=NOtPD 1 14 01 A - J'JI.LD BLOIX.IT OG. - N V]•O MD BALV TIBC! EgSi DOM. I�I pJ 81!4'3011 DJf142 —T- WT OLT W SIL®Y1/51Ht 111 ,DKL'J�T�i .ETD Lltf P�RtlO PP3T a OLYX JOLST T@ ,11 fIW' •BRPSO.1`A6�M •C. 1 BASB 4714'P.T.P09r h 11 �� II 170 MING Cu ° �[ Rml 4D00 PoU s Y P PROP05ED DEMOLITION PLAN I SCALE,1/4'-I'-0" EXTERIOR WOOD DECK DETAIL -IOIAO SCALE,5/4•-1'-0' W4•ab'PT PT DECK JOFJT9 O6'X BOARDS GITD ON PLAM f iaBDD N2 . . . . 16NC PT RISER 11446'PT DECK BOAS 1;2-- y,gaJOND.EA 4 9TRTO MATGM 91ZE - - ,W,I OP PT OVGK./O141S • F P j PROJECT: PI HO{1APfEL RIP' ]41a'Pr BTwNBaLe m Ib• 4-TAL■D'HDENKI-I OG UtiNBBTRPI�O WSTNRP GONG PAD PA BTAWM1AT) _ LL�NF s RE140VATION Mb•LJPIB u''PDZL p/uTpQ-y TODLL'ICR19.+HN.L BE PA91QtED j ' P SILK MATB'lOR FteI 1B/J.i)1 1490 VILLAGE LANE OEPAED OW9/64B• ORIENT,NY,11957 - mx OK I BRADe B"^O° 1 I DRAWING TITLE" — �,� PROPOSED REMOLRION PIAN PROPOSED FOUNDATION PLAN EXTERIOR WOOD STAIR DETAIL FINAL p �1 p� -101.00 SCALE,:5/4' 1'-0• F 9 N A L. �i S A P e�tPSwriw'o�OfC t=rA rOPM"MHO ��I'P'�LG PAGE: WSr V.DWD MAT6VAL - REVIEWED BY ZBA A-X101.00 Bob PAPOC a I1mD'�tRAF TO FILLT OJ6SAP TLA5ICNB - - - S E E DECISION #�• ,� EKSi BLVD MAIL m oRAnc+BE D(X NB NL vx OWN PW V D I DATE 04�28J12L �� 3'-OF 6 LL FLA5. 51�TDNDEjAL9/ _ DATED !o oar la m e w S Pr1cCKJ r I I I w V II ,.e e JOIE»A!PER RAN V".l w f9 FLASNRiD O I I ^ G' 3 'i� Cl 5/D'm.5'lONO FPI,VT WK BAL• JI_I Il•� J'I'y'~•0 7 '`,1/I `• O yO BO'».16'OG WTO MD 9¢L. MBTAL BALV JOIST NAV66i - \ RD1 BDC,Ba'.N al FOND' NALL PA5i01 SWPBOd f fM EaLA • ]•'IO'^} ] 9 w Q17/D'.•5'LDlLS APPRP/m GA.D19T MASOlWY ANCJtlR9.b'Oc 11 \ Z'PLA5MN6 EICST.Fa AT-I W,[. PROPOSED FOUNDATION PLAN 0 37 X31 LEDGER CONNECTION DETAIL SCALE,114•e 11-0" ®F ���� GENERAL SYMBOL KEY: W MIA PARTIAL M15W Iz:=1 Ex15nrL.To BE DEHOLS w 5- ((yy q Ya4 I�PPLIGACV � 9 z exlsnr>6 m REMA* �--{ TEH Hoot/FRAU@ M.E I N3'2 FOUNDATION HALL °� p to Z h-'� 9tL.HN'cN APPLIOABLPJ WEN HIR r=RATED MIK(])2•x4•STMrIMAI_ /� J HOOD FRAtz(.B STI. ® POST FOR a'HALLS FZonin��C4�711CD HIffN AFPLICABLP> MRL(2)27ra'SIMVTUBAL ll..C 11UUCC POST FOR a•HALLS).UO NtaFli 2-HR FIfS RATED �EL a m HOOD FRAME"STL W • p "(EN APPLIGABLB) UL 0 9 C^•'L I 1-0 a F OOR PLAN NOTES _ — Q �. — — n re Board of Appeals ® ® e` h v O 44 o R{By-.fiM PPO r W�10/31® I • O T'1 MON PL r BY•23D•F0t[oRs 11NSTALLImT PJtiQaDR 000/19 Yb@I Clllfa T � NF1 � �Z Ti Ci•t ON FLA16 8Y Tr004A (OR Ffl1AU >t OP 7 W J N aiA9 rv+rwuVOORTIrm TO ePab b nA+ D tu !n a�-4 7 PR"m ql]'xa'HDR.VOX HODIFIID . 4 ea-ARmO,0OOORPOR 5 I�POR ox O STAIR!RAILiss Hz E. ] 1 ALL IfBN 9iNR59NALL NAVE MAK 5M W !I4R Ill Tr-RI90L9 *P EEL VI O-0' 2 4Y NION WARgWLt 9PRmLt:tWAOoiO I T' •O` Mot TO AIlM PA75AOG OFA 4.O 9PYE3>P •"]. 1 7 B 76'NION MANORALL 1 9P101E 9PAGalD NOT Dx � TO AUGH PA'AtBE OP A4`�SPN'1S 7 6RlPPABIE IWL NPRLfOE 1 1 HDOD FReHP ATAIR "10' ��• ® 1 9PL IIOIE ABOVE POR 5TNR t PmjL wo — 2 RARd gK41 De NDOD OR PVO. 45' 9RL NST FROM PP U J K 9 � a O I R7OIO t DOOIL9 MALL BB AI`05 En , CASTaq 400 5Bi29 CABp4NNf.DQlW..BUI9.OROW,a`9 s WOOD (N Nasml,DtlTML AS P6L HNlI aPPG 9 r'OR _ b OLGK •JA35nMION9.9EB rIOTB q M YsLA55 rfM00r6 1� ALL CPPV k�BNALL�t Ir P v RFL slwowt% TL We"• G TO @ l aw�'ri.IOMT l I MN5mpp1 R-_:. I SKYUl TILl a AiLT O ID+S KT lr or FP TO Be Tar sL ] — 17-- SM - — — — — - — {`SM PABB 6QO7 POR FRAROi9 BPJ®LI5 ARglO HNOOND(rTP KR AW UOx A r@S(4 t a T VP N 10 � n ® 9 WOOD DECK �� b � A 9 A D A D A 9 A 7 ALL M4 KWOH9!DOORS SHALL BB AXPOL--EK*STALL AS FFJ7 MAW SFer,b 5EB PABE%-007•FOR WdLR46 t BT Acott& '-S D4' A DEaLs wlr>DoKcHART ; PROPOSED FIRST FLOOR PLANT , lie ,wNDOHDIHFl�ION1252 S.F.I"IASITABLE SPACE;1,282 S.F. OR055 AREA SCALe,va =r-0° TAO 1TPE MODEL• _ ,%M RPa9�]C ' WIDM FEI6RC OP,%MP .•7T•7P _ HIDTH HE16Nt_ A Dart4e-KH& 1,40"202r e'd• s 4 d• ���b D s d' 5,2 ste1S SASH B AWUMS Aral -2••+I @•;.- 'r-e i, �''-u @' I'-H i' c TR/V'LOrt hmalOD 7b i•` _ I'7 d' 2'-11 g• 1 G!• 'voDR,cNARr =!I,-- . .=-. - •:� ' _.- ti,•, Ls., z_=- ;.�I N6 AElUD906D _•sa$ - D2 i^ 51 r B]• `FULL EaLAs9 8 OI ERTILY DOOR 02 ETRE DOORDO1Mb 92• IDEi.lrl 6D) '� a 0 PROJECT: 4� HOLZAPFEL RAY RENOVATION era9nM7 ROOrIRe RR Paz MO FTIQ 1490 VILLAGE LANE ORIENT,NVU957 4� DRAWING TITLE PROPOSED ORST FLOOR PLAN PROPOSED ROOF PLAN FINAL MAP PAGE A-102.00 s REVIEWED BY � o�T�oa s z� _ SEE DECISION 75`P, DATED 10 1 �l f Z �� �` ftl�7Yo S e 03 PROP05ED ROOF PLAN! of- SLPLE•I/a•a I'-O• CL C) O ZN `. w O a FI�TION NOTES tr- W NEW MITE DmAR SHAKE 51RIN9 tD MATDH o E%ISTIW - N3i MAZK ASRIALT SHINGLE RDOFING TO MATCH PX15nX0 fi54 WIITE 95'AWK Wfaee MOARD TO MATCHPAM* P•FIVED O CL Iii ® KEN WTE '.WIT AZEK TRlM ARO"Wt9OYO _ O Q MH T1 0ERTEGH WiliE WOOD F WSH RAILING NIL 8 L t,Z1 z EXIST RIDGE Il<I�HT �_—_�—ElEV.Nlb' —i� E%IST OEILII5(MIGHT J d O Board of Appeal _- - —14- - —F1EV•10 ��g s ., honing o 0 0 0 0 I _ LL� p � ogo 4 I p EWST.flRST FLOOR � W 1 � Q EAST ELEVATION (REAR) SCALE v< 'r o �EqXIS;T RIDGE f96H T �PROPO..;DEICING IE:TGHi ELEV iib'_— -- 0 0 � EMM . s �J�09T FIRST fT.00R—_�• p p I �`. ELEV.f39• �- WW I I I el G PROJECT ZA NORTH ELEVATION (R(GHT BIDE) L sDAt.e.I/a•�I'-o• REO ATS 1 (d£ 1490 V"fir"£9y7 ORIENT.nfY•� DRAWING TITS E= E1.EvA'RONS PROPOSED �ER10R FINAL MAP REVIEWED BY Z A PAGA 2O1.00 SEE DECISION � L � i y ry1 y OF-6�9i• ®ATE® /21 ;,:1 SOUTH ELEVATION (LEFT 51D1r) SITE PLAN HATCH KEY: cp ® PROP05ED BUILDING ADDITIONpod Q U O® PROPOSED ACCESSORY STRUCTURE W Z O W N w Z JO � Z � H J FADE <E�I,/ : 0 00 Lo X —QQ 1 •QQ PROJECT LOCATION &SCOPE O : MUDROOM ,ADDITION SITE PLAN & ZONING DATA 3 0 C — V400D DECK ADDITION z1 w W MODIFICATION OF I<ITOHF-N AND SUNROOM J rj—OO2 ,QQ GENERAL NOTES 'Jo0 �_�•0 ENERGY TABLE Z O (o N2� 5h00"F _ - = � vq tjj ° t O ROJE�T �ATA - STRUCTURAL DESIGN CHARTS Z � � .... A-101 .00 PROPOSED DEMOLITION PLAN m N PROPOSED FOUNDATION PLAN w �"`�•� — vq PROJECT / ZONINO DATA DESIGN DETAILS r- L TAX MAP # 1000-24-2-14 A- 102.00 PROPOSED FIRST FLOOR PLAN -STOR FRAME ZONING DISTRICT R-40 NG PROPOSED ROOF PLAN � W SHED LOT AREA 0.2 ACRES = Gofo - Z103301 ZI0551 DEC. 30, 1960 A-201 .00 PROPOSED EXTERIOR ELEVATIONS W —1 Gofo - Z10515 DEC. 11, 1x81 H �.4' O Gofo - Z10526 DEC. 21, few L) ^J H15TORICAL PRESERVATION Q PENDIN6 �j- 1 Q 1 •Q® PROPOSED STRUCTURAL PLANS COMM 1510N ­1771 FEMA FLOOD ZONE X I 55' REAR YARD 15ET5AGK HABITABLE SPACE EXISTING PROPOSED FIRST FLOOR AREA 1,245 5.F. 1,282 S.F. TOTAL BEDROOM COUNT I I ® \ APPRO!IED AS NOTED V_ I B.P.# I p 4 LOT COVERAGE F - t1C 11 Y BUILDIN,'. D'FF'/;RTMENT AT % 2 R DESCRIPTION (FOOTPRINT) AREA LOT AM TO 4 PMI FOR THE COVERAGE p TWO ED I_ PROPOSEDI TOTAL LOT AREA 10,014.0 S.F. ;Lr TRLD CUNCR TEUIR Q WOOD DE=CK EXISTING BUILDING 1,353.0 S.F. 13.5% ..CH - FRAMING & PLUMBING INSULAT0,1 60 5.F. p EXISTING FRAME SHED 2-16.0 S.F. 2.6% f. FINAL - C0 !'�-JRUCTI N MUST Jl BE COMPLc.L FOR C.U. EXISTING WOOD PLATFORM q2.0 S.F. 0.41% ^. �. CONSTRUCTION SHALL MEET THE / - I EXISTING STOOP 113.0 S.F. 1.190 ;.,11;^MFNTS QF THE CODES OF NEW �'K STATE. NOT RESPONSIBLE FOR /MOD i ID ' PROPOSED BUILDING ADDITION 46.0 S.F. 0.5% GR CONSTRUCTION ERRORS. WooD STOOPI -SUNROOM PROPOSED WOOD DECK 60.0 S.F. Ob% j265 S. O I TOTAL AREA OF ALL STRUCTURES 1a42.o S.F. 1a.4% COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES REaUIRED 5ETBACK5 - MAIN BUILDING AS RECrUIf AND CONDITIONS OF � t sf" - 1, Z T ' I �I TOWN ZBA W �R0pO5 D MUOROOM / Q j <I TCj'I E �i I REQUIRED EXIST. PROP05ED COMPLIES PLANK a BOARD o (HEATED AND FIN15HE-D) 2C 0 S.F. __-_________�. " _�- USTEES — FRONT YARD 35.0' 31.9' 43.1' Y w -STORY FRAME I , TTI G SIDE YARD 10.0' 14.5' 12.9' Y � I RE5C)ENCE I BOTH SIDE YARDS 25.0' 22.61 20."1' N ,sTa OCCUPANCY OR o REAR YARD 35.01 611.1' -10.31 Y USE IS UNLAWFUL PROJECT: I 55' FRONT YARD SETE3ACK _ WITHOUT CERTIFICATE OF OCCUPANCY HOLZAPFEL RENOVATION � _ RET�1!"1 STOP�CJI WATER RUNOFF PLUMBING �, 5T00� - PUR.,'3Uf,,NT TO CHAPTER 236 l:LPLt!^A6ENG ^y.�sTE _- m OF THE TOWN CODE. -&-WATER LING "�� 1490 VILLAGE LANE V�IOOD PLATFORM � T `iG7G:$EF9RE C04'cRlrrG ORIENT, NY, 11957 Q w 11U DRAWING TITLE: I Ll ELECTRICAL O q PROJECT LOCATION &SCOPE IC4Si'ECTION REQUIRED SITE PLAN & ZONING DATA o ° ..;� v -� =- PLUMBER CERTIFICATION �9 ON LEAD CONTENT BEFORE PAGE: t CERTIFICATE OF.00CUPANCY 532°48'00"W t 0.0Air SOLDER USED IN WATER SUPPL Y SYSTEbf CANNOT G-001m00 EXCEED o 2/10 OF 1/ LEAD. .� '� I 4 1 a � 9, ' VILLAOE LAI °I< F #:, L DATE: 11/16/21 1 OF 6 SITE LAYOUT NOTEol S: ;' - tA, 00 I. THI5 15 AN ARCHITECT'S SITE PLAN 4 IS °W, ' • ' - -. .., � "„ , ., SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION r�`, �" REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WA5 OBTAINED r no u(ke- ✓ . a,Ax Iq FROM A SURVEY DATED JUNE Iq, 2020 AND PREPARED BY: NY LAND SURVEYOR P.G. -11-15 164 STREET ,. ;; d FRESH MEADOWS N.Y. 11366 n JAN 2022 ' I L 51 TE PLAN TELEPHONE: ('118) Sal 6600 LOOATI ON MAP viLL. ;JG i..1EPT. -0ANN Ol=SOUTHOLD SCALE: P-O" = 10'-0" 50ALE: NTS NOTE5 $ 5PE01 F 10AT1 ONS CARPENTRY WOOD FTRAMIN6 MATERIAL STANDARDS GLASS WINDOWS AND DOORS ABBREV I AT I ONS Q I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 # BETTER(Pb = 6"15) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL CLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. (� IT IS THE T ALL GTORS RESPONSISIUTY TO AcTKEETHIS ESPON51BILCAONSTRIXTIOY DOCUMENT BINDER OTHE'RWIBE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION Q I_- T06ETHER AT ALL TITS. IT IS ALSO THEAM GARIZ k4ITH RESPONSIBILITY TO READ ALL NOn PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 0 Q SPEGIFIGATIONS,AND BE�AMILARIZED wln+T+E PLANS PRIOR ro woR►c 2, ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TE5TIN0 BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BA5E FLOOD ELEVATION INT. INTERIOR W Z O b" MIN. FOUNDATION EXPOSURE. A6ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W N GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 5. ALL SLIDING &LASS DOORS,SKYLIGHTS, AND ANY &LASS UNIT INSTALLED J TI QCNE - . SILLS TO BE P.T. AND SECURELY FLASHEEQ D WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN f6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LASS, BLDG. BUILDING K � KIPS (1000 LBS) � '5W � I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Q W >; APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE A5 A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM Z ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 &AGE METAL JOISTS HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL 0 = Z STRUGTURE/51TE: SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, 5TRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRU55E5,GYPSUM,HARDBOARD,AND 5TRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. ~ J S. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES MIN. FLOORS, ROOFS,AND WALLS. PANF..LS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MINIMUM AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I TTHROU6H I.6. 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING CLA55 DOOR5,WINIDOW5,OR Q 0 G.J. NORTH b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. CEILINGJOIST NAVD66 AMERICAN VERTICAL DATUM OF 1988 0 Q (� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, a- Lo m OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED T• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE 7. ALL BEAMS,61RDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN5 OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. "Z S. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM,SUCH A5 THE CONT. CONTINUOU5 O.G. ON CENTER 0 SHALL BE CLARIFIED WITH THE ARGHITEGT/E:N6INEER BEFORE PROGEE_DIN& 5. MIN. HEADER TO BE (2) 2"x10" UNLE-55 OTHERH15E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6. ALL GLASS 15 TO BE FRS OF SCRATCHES AND IMPERFrzGTIONS. &LASS = Q WITH THE WORK. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCG. OCCUPANCY GRADE=MARK SHALL INCLUDE AN F..A51LY DISTIN6UI5HABLE MARK OR 1- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE CPADIN6 AGENCY WHICH COMPLIES WITH THE Z b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-44. 4. ALL WINDOWS TO BE ANDEtRSEN. IF GONTRAGTOR 15 TD SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION "Q W UNLESS APPROVED BY THE ARGHIT'EGT/EN6INEEER. ANOTHER WINDOW MANUFACTURER IT 15 THE RESPONSIBILITY OF THE -j 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. POURED CONCRETE ..I 00 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. &ENERALL.Y,SIHEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 140.1 STRUCTURAL 6LUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE > -It O BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DMION PRE5SURE, D.J. DECK JOISTS PL. PLATE Z FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING,U-FACTOR,L16HT AREA,VENT AREA,AND E6RE55 J TI TI 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: A55EMBLIES U51NG PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. IPLYWOOD Z WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11 SUB FLOORING, &ENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX &RADE. STANDARD SPECIFICATION FOR ESTA51_I5HING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED Q Z TI NAILING AS PER FASTENIN6 SCHEDULE ON PACE 6-003 AND 6LUED,U.O.N. STRUCTURAL GAPAGITIES OF PREFABRICATED 6L. ABRICATED WOOD I-JOISTS,THIS TEMPERED A55. clq 10. OWNER WILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT,Tf E GOVERNING BUILDIN6 CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED � _j CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR 5HE ATHIN6 TO BE COVERED WITH 'T'YVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GL,AZIN6 SHALL BE PROT'ECT'ED FROM WINDBORNE DEBRIS. V' W cb APPROVED EQUAL. EVALUATION REPORT. &LAZED OPENING PROTECTION SHALL MEET THE REOUIREMENTS OF THE LARGE EXIST. EXISTING RI RISER il. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILI.A,RA MISSILE TEST OF ASTM EIg4b AND A5TM E1656 AS MODIFIED BY 2020 NYS BC 1` :3 Lo PAND ERM 5SHALL ON FROM THETA-R�GHDIT R B.E REPRODUCED WITHOUT WRITTEN 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMP051TE LUMBER: 51N6LE MEMBERS OR ASSEMBLIES SECTION O1REMENTS OFRA APPROVED IMPACT-RESISTANT PRO 5 TION SH LL �T I EXT. EXTERIOR RM. ROOM 0 0 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE R ASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER A5TM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,TH15 DOGUMEN,THE RESPONSIBLE FOR DEVON INTENT ONLY. EXCEED V-O" AND AT EVERY V-0". 6OVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS A5 12. A5 AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO 5TL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUPANGY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN V SHALLW 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PACE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRE5H AIR VENT S.Y. -- SMART VENT 6-003. 15. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING,PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TI THE T THE SHALL KEEP PREMISE"v REASONABLY S GLL R M ALL WOOD TRU�E5 SHALL MEET THE PROV1510N5 OF TH15 DOCUMENT,THE PREM11 IJ=D AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD - TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 1-- 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNN6 BUILDING CODE,AND ANY ADDITIONAL RF•.OUIREMENNT S, AS PER THE ANCHORACE METHOD SELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE 83012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP CSL. TEMPERED 0LA55 W BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION,THE TRUSS DEVON DRAWIN65, CORROSION-RESISTANT AND THE ANCHOR5 SHALL BE PERMANENTLY INSTALLED 15.THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1'T. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003, OR THE MANUFACTURERS CODE EVALUATION REQ'ORT. ON THE BUILDING. F.J. FLOOR J015TS THK. THICK = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES IG,. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE: J015T AS PER GORE. Ib. 6YP5UM: 6YPWM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL PLUMBING FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C56 SPECIFICATION FOR GYPSUM 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE,AND VENT OW) x J IG,. THE CONTRACTOR SHOULD FULLY 6UARA:NTfE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD,A5TM G31 SPECIFICATION FOR CYP5UM LATH, OR ASTM c74 SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC RE6ULATION5. �FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr �� TREAD Q THE 5U8-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEAT'HIN& BOARD. Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPIN6 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FR• FRAME TYP. TYPICAL `` } a COMPLETION OF PROJECT. AS PER PA6E 6-003. L-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I'l. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVI510N5 OF ANSI/AHA AI35.4 BASIC HARDBOARD OF 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FRPR. - ) FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARGHITEGT/EN6INEE"R,AND THEIR AGENTS AND EMPLOYER=S FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVFJ_Y TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD 51DIN6. AND AT BASE OF VERTICAL WASTE PIPES. AGAINST ALL CLAIMS,DAMA6E5,LOSSES AND EXPENSES, INCLUDING AGGORDANGE w/AWA G22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTG. FOOTING VERT. VERTICAL ~<n ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/6"PER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMA&E,LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD FOOT. GYP. 812. GYPSUM BOARD Y.I.F. 1 VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 5. 6ENERAL TRAP AND WASTE SIZES A5 FOLLOWS,UNLE55 OTHERWISE NOTED: HD. HOLD DOWN ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). ($) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS,NAILS,SGREW5,FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND - DISH HASHER........._..............................2" WHOLE OR IN PART BY ANY NEGUSENT ACT OR OMISSION ). THE ETC.FOR LOCATIONS SUCH A5: LE DOER BD.,SILL PLATE,DECK GONSTRUGTION, INDUSTRIAL PLYWOOD,U.5. DEPARTMENT OF COMMERCE=VOLUNTARY - KITCHEN SINK.......................................2" HDR HEADER WD. WOOD CONTRACTOR,ANY SUBC.ONTTRAGTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY RE:FERENGE-5 TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (E'S2) PERFORMANCE STANDARD FOR - LAVATORY..............................................2" EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE - 5HOWER/'SUB.........................................2" HNGR HANGER ZR ZONING RESOLUTION E M LIABLE BY ANY OF T OF WHETHER NE NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - TOILET........................................................3" 11 PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST Mc.MILLIAN IAE MICROLAM - LAUNDRY ................................................2" HOR. HORIZONTAL B. 6EORGIA PACIFIC 2.OE 6-P LAM 1.62. ORIENTED-STRAND BOARD (OSB),KAFER50ARD ORIENTED-STRAND - FLOOR DRAIN..........................................3 18. ALL MATERIALS, A55EMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBEW DENOTE5: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING, NAILING,PLACING A. TR 155 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED To 4" OF CONCRETE, ETC. ARE TO BE CAREFULLY SLPERV15ED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MAW. 5PEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT THROUGH ROOF. TO BE SURE THEY ARE IN AGGORDANCE WITH THE DRAWIN65,SPECIFICATIONS, STANDARD FOR WOOD--BASED STRUCTURAL- USE PANELS OR INSULATION FENESTRATION D U I R M 1�T5 APPLICABLE CODES AND 60012 PRACTICE. DEVIATIONS EPROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 1. PROVIDE FR05T-PROOF HOSE BIBS WITH EASILY ACCE5515LE DRAIN # AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,TIIE 6OVERNING BUILDING CODE, DRAIN GOOKS AS REOV. H05E B155 SHALL BE PROVIDED WITH BACKFLOW AUTHORIZATION OF THE ARCHITEGT/ENCINEER, AND ANY ADDITIONAL RFQUIRE4EN'T5 SET FORTH IN THE MANUFAGTURER'5 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PROTECTION. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED N THE ,UNLESS SHALL E P RESPONSIBLE FOR ANY SHOP DRAWINGS PROPOSED DESION CODE PRESCRIPTIVE VALUE � COMPLIES NEEDED,UNLEaS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. WITH BACK FLOW PROTECTION. COMPONENT PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTG44E5 IN THE VALUE CITATION (PER 2020 NYSEGCG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 20. CONTRACTOR TO REMOVE # RELOCATE: AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A144.1 CELLULOSIC HEALTH [DEPARTMENT STANDARDS AND RE6UL.ATTONS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOAIRD OR ASTM G208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 10. APPROVAL AND INSPECTION 15 REOUIRED BY LOCAL JURISDICTION PRIOR U-VALUE is 0.25 MAX. U-VALUE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. TO CONGEALMENT OF PLUMBING. FENE5TRATION U-VALUE MAX. AIR LE=AKAGE = 0.30 GPM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS 1,53. STRUCTURAL PANEL SIDING 5'TRUGTURAL PANEL SIDING USED IN AIR LEAKAGE = 0.30 GFM/SF SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL. NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. 11. NOTCHING AND BORING OF STUDS,JOIST'S,RAFTERS AS PER BUILDIN6 CODE. PER 8402.4.3 # TABLE 8402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE 5TUD LENGTH, NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1),THE 6OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL NOR ANY POTENTIAL DAMAGE THEREOF. MIN. R-VALUE = 4a GEILIN6 R-VALUE 8-49 BATT INSULATION 23. PLEASE NOTE: THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE GODS EVALUATION E'ER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. ELECTRICAL, GOPYRI6HT PROTECTION AOT OF IggO (AWC.PA), WHICH HAS SEVERE PENALTIES. NOTGHEa AND HOLES SHALL NOT OGGUR IN THE SAME CROSS-SECTION. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ,: 2.2.FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2„xb ) R-21 BATT INSULATION WOOD MIN. R-VALUE = 20 (CAVITY) CODES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGHr0 201"1 NATIONAL ELECTRIC GODS, M 22.'1. NFPA"lo AND 2020 NEW YORK STATE PRAMS WALL R-VALUE PER TABLE: 8402.12 - CLIMATE ZONE 4 YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ENERGY CONSERVATION CONSTRUCTION CODE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE IAL NEW YORK NOTES AND TABLES ON PAGE 6-003 # 6-004. THE FA5T'ENING SCHEDULE STATE 13UIlDIN6 GODS,20200 VIEW YORK STATE RESIDENTIAL CODE, 2020 22.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 182.1 SQUARE AND 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQb NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS(INCH SERIES). H MIN R-VALUE = 19 STATE ENERGY CONSERVATION GONSTRUGT'IDN GORE. SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING COMPLETION OF WORK. FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.12 - CLIMATE ZONE 4 w S SGHEDULW. HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG,SCREWS: LAS SCREWS OR LAG, BOLTS SHALL COMPLY WITH ANSI/ 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS # MANU. SPEG.'s). ASME: BI62.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. COMPLIANCE STATEMENT: 0 CONSTRUCTION MANUAL BY THE AMERICAN FOREST # PAPER ASSOCIATION 2.25. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TO THE BEST OF MY KNOWLI=D6E, BELIEF, AND SERVATION C L JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN (AF#PA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL VE-516N COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION GONSTRUGTION CODE U51NO CHAPTER 4 [RE]. w WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUS5 CONSTRUCTION, 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD # FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN&BUIL.DIN& CODE,AND ANY ADDITIONAL REQUIREMENT5 PLUMBING CODE. WALL H/STEEL SHIMS # A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) 1/2" -0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS # 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS).FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q MECHANICAL CODE AND 2020 NEW YORK STATE: FUEL 6A5 CODE. POSTINC7® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN6(o MIN. IG," 6A6E ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY, p WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED 0 POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.7 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC HOWEVER,WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR FQ USE MEET THE RUIREMENT5 OF THE &OVERMN& BUILDING CODE AND ANY CLIMATIC 4 GEOGRAPHIC DE516N CRITERIA CODE,NF PA'TO AND 2020 NEW YORK STA'L'E ENERGY CONSERVATION IN A SHF_ARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBER5 PROJECT: CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (H/NOTED VALUES) # ANCHOR BOLTS, CODE EVALUATION RE PORTS. &ROUND SNOW LOAD 25 LB5: U.O.N. WITH TOP GAPS O STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG 225 NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD P4/6" RISE # w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. ALLOWABLE SET b DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH H LZAPFEL GENERAL WIND PROTECTION CONNECTION NOTES. ASPHALT ROOFING SHINGLES 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES R E N OVAT I 0 N ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE GATE&ORY B CONSTRUCTION;SSTD 10-44 AND 2015 550 HIGH WIN17 EDITION WOOD FRAME SHINGLESOR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE L/I60 CONSTRUCTION MANUFACTURERS CODE EVALUATION REPORTS. W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE SEISMIC DESIGN GATEC7ORY B FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO,CONTRACTORS OPTION To APPLY 6AF4WEATHER-WATCH ICE 2.2.1. SGRENS: SCREWS SHALL COMPLY WITH ANSI/ASME B 16.6.1 2. APPROVED GONNEGTOR5,ANCHORSENII AND OTHER FASTN6 DEVICES NOT AND WATER BARRIER FROM E VOE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOP5CREWS (INCH SERIES). INTERIOR WALLS # PARTITIONS H/160 WEATHERING SEVERE 1490 VILLAGE LANE INCLUDED IN THE STANDARD BUILDIN& CODE,SECTION 2306 OF IBC SHALL LINE. # 24" FROM ALL VALLEYS, AND ROOF FLASHIN6 CONDITIONS. FLOORS # PLASTERED CEILINGS L/360 BE USED IN AGC.ORDANGE WITH MANUFACTURER'S RECOMMENDATIONS. FROST LINE DEPTH 3'-o" ORIENT, NY, 11957 S. PROVIDE FLASHING NEDE55ARY FOR WATER TIGHT AND WEATHERPROOF 3. METAL PLATES,CONNECTORS,S4RF..W5, BOLTS AND NAILS EXPOSED CONSTRUCTION. ALL OTTER STRUCTURAL MEMBERS L./240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 4 ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DRAWING TITLE: AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. EXTERIOR WALLS W/ PLASTER OR 5TUGG0 FINISH H/560 LGE BARRIER REQUIRED YES 4. WHERE WINIDOW5 AND DOORS INTERRUPT WOOD 5TRUGTURAL PANEL GENERAL NOTES SHEATHING AND 51DIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE 5. NAILING OF ROOFIN6 SHALL BE TO CODE. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. CORROSION RESISTANT If GAGE ROOFING NAILS AND 16 &A&E STAPLES ARE PERMITTED EXTERIOR WALLS - WIND LOAEDS W/FLEXIBLE FINISHES L✓120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.12 PITCHES TO 4:12 PITCHES RAFTERS. 6. ASPHALT 5HIN61 E5 SHALL BE TESTED TO DE'T'ERMINE THE RESISTANCE OF STRUCTURAL DE51ON LOAD5 PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6361. -1. FLOOR TO FLOOR HOLD-DOWNS To BE PROVIDED EVERY 45" AND EVERY GYPSUM WALL BOARDE_ 16" WITHIN 4' OF EXTERIOR CORNERS. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT U5E LIVE LOAD DEAD LOAD G-002m00COMPOUND METHOD. D. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS OF I" AND 5"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR 13OLT SHALL BE OTHERWISE NOTED. WATER RESISTANT(WR) AT BATHROOMS AND WHERE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DEEMED APPLICABLE. DECKS 4o psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 't" IN CONCRE7E/?MA5ONRY 5. 5/5%ONE HOUR RATED,TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALL5 PA55AN6ER VEHICLE OARAGE5 50 psp AS PER PLAN DATE: 11/16/21 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS AND AT SPAGIN6 NOT EXCEEDINC74' ON CENTER. (WHERE APPLICABLE) AT HEAT PRODUCING EWIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING ATTICS WITHOUT STORAGE (MAX CLEAR H&T< 42") 10 psf 15 psf INSULATION EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL EXTERIOR WALLS AND ROOFS SHALL BE IN54JLATE:D WITH FOIL FACED CONCRETE PANELS OF 5/6" THICKNE55 MINIMUM. FIBER6L.ASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ATTICS WITH STORAGE (MAX CLEAR HST> 42") 20 psf 15 psf 6 FOIL TO BE PLACED TOWARD WARM SIDE. 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES, CORNERS, AND EDE5 SHALL BE TAPED AND RECEIVE THREE COAT'S OF JOINT COMPOUND. ALLOW 24 HOURS 2.PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf I WALLS FROM 6" BELOW GRADE TO 24" BELOW&RADE IF DESIRED BY 5 METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 5LEEPIN6 ROOMS 30 psf 15 psf ALL OPENINGS. FOUNDATION WATERPROOFING. 3.&ENERAL.LY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-003. STAIRS 40 psf 15 psf - q" R-30 FOR FLAT CEILINGS - 525" R-300 FOR VAULTED AND CATHEDRAL CEILINGS GUARDRAILS AND HANDRAILS 200 psf 15 psf 3.5" R-I5 FOR 2"x4" HALL CONSTRUCTION - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 12 psf FOR ATTIC. - 525" R-21 FOR FLOORS ROOF LOADING (LIVE - GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DE516N LOAD5 FOR BUILDIN65 AND OTHER STRUCTURES) TYF I GAL NA I L I NO/STRAF F I NO REOU I REMENTS FOR FASTENINO SCHEDULE A Q 0) UFL I rT, SHEAR, � LATERAL lel I ND RESISTANCE NOTE: THIS 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q ' F= 0) (SEE PAGE 0-005 FOR 5TRAPPINC AND NAILING REQUIREMENTS, UJ Z „ ** -_ „ AND ROUGH OPENING FRAMING REQUIREMENTS) J = r-I ALL STRAPPINCC TO BE IY4 x 20 GAUGE SIMP50N EQUIVALENT G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE ' ' r-i `USE IOd NAILS IF 5TRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 <Q ui >: FASTENER SPEC. FASTENER Z DESCRIPTION 0 to CONNECTION A NA I L I N O R I D AND QUANTITY SPACING J 3: J ROOF 4 GEILINO FRAMINO = I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d0 COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER C- Lo cr AT RAFTER TO RIDGE RR ' 2" 2.P4000 15 A55UMF�TO BE DP,*2 t BTR. IN DRY USE }. CF m CONNECTION: �� CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST S.SHOULD THE MOOD IN USE PRESENT A SPLIT POTENTIAL 0 �� •� •— • ,EVIDENT DURING INITIAL INSTALLATION)PRESORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP FDR STRAP - �✓ 8 d COMMON • • HOLES,SET NEK►SER. �-- NAILS ® EA. END OF STRAP. W• • 4.NO MIX"OF NAIL 512E-9 OR TYPES ALLOWED Z • • • GEILIN6 J015T LAPS OVER PARTITIONS(PAGE-NAIL) cf-16d COMMON EACH LAP Q FOR ROOF SLOPES UNDER 5:12 WITH C1,11 c',TIV5 ?• • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO J 00 ROOF SPANS OF 24' OR GREATER, ��Ic BAND TI-E END OF THE NAIL TO A a0-ANGLE,SEE COLLAR TIE TO RAFTER GAGE-NAIL) SEE PACE 6-003 PER TIE 0 USE 4 ,$d COMMON NAILS ® iv Z EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVE)FROM THE NDS,COMMENTARY BL.00KINS TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END J T-1 Tq SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d SPIKES 4 TABLE C) GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END 4 z Z CONNECTION BI E322it RAFTER TO TOP PLATE TO STUD NALL FRAMINO "- w cb 2. CONNECTION: LO X %_q• N m LO FOR STRAP - jt JCOMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FAGE-NAIL) 2-I6d COMMON I PER FOOT 0 . . EA. END OF STRAP: • • WHEN IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS G=AGE-NAIL..) 4-16d COMMON JOISTS - EA. SIDE • • s» � • • NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • I I MAX. NAILING GRID ABOVE UTILIZE • • STUD TO 57UD (FACE-NAIL.) 2-I6d COMMON 24" O.G. LJJ j SIMP50N # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER ()=AGE-NAIL) I6d COMMON 16" O.G. ALON6 EDOES � f • FOR TOENAILING - _3_ 8 d COMMON NAILS U USE • TOP or BOTTOM PLATT= TO STUD (END-NAIL) 2-I6d COMMON PER STUD 1 1111 CONNEG ON ' FOR G.J. TO R.R. - q I(?d COMMON NAILS BAND JOIST, 2_Ibd COMMON I� PER FOOT ~ V REQUIREMENTS FOR • BOTTOM PLATE TO FLOOR JOIST, RAISED G.J.+ (HIEN ATSTUD W G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) U _J.1 APPLICABLE) FOR EA. PLATE TO ABOVE 4 OR BELOW -1 _ d COMMON NAILS FOR G.J. TO G.J. - Q 1(Od COMMON NAILS FLOOR FRAMINO Q CONNECTION GI 4 02JOIST TO SILL,TOP PLATE or ORDER (TOE-NAIL) 4-8d COMMON PER JOIST " BRIDGING TO JOIST(TOE-NAIL) 2-Sd COMMON EACH END AT STUD TO FLOOR ASSEMBLY BL OCKINS TO JOIST(TOE-NAIL) 2-8d COMMON EACH END • * ` • G2 TO STUD CONNECTION: BLOCKING TO SILL or • TOP PLATE (TOE-NAIL) 5-16d COMMON EACH BLOCK G ° FOR STRAP - 3 8 \ d COMMON LEDGER STRIP TO BEAM GAGE-NAIL) 3-I6d COMMON EACH JOIST ° NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE s OR BELOW d COMMON NAILS BAND J015T TO JOIST(END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • • ROOF 5HEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6' EDGE / 12" FIELD CONNECTION DI D2 BBLLOCKINO PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD o EA.BAY CABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 400.0. UP To 4" RAKE OVERHANG AT STUD TO FLOOR A55EMBLY TO SILL GE I L I NO SHEATH I NO • FLATE(5) CONNECTION: D2 GYPSUM WALLBOARD Bd GDOIJ=RS, T EDGE / 10" FIEL V FOR STRAP - 3 8 d COMMON NAILS ® EA. D I ° END Or- STRAP (WRAP STRAP UNDER SILL PL) 1^ILL 5HE,4THIN2 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON b" EDGE ✓ 12" FIELD ALTE=RNATE CONFIGURATION - ABOVE STUD TO •- STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS T' MCC /' 10" FIELD ,nFLOOR CONNECTION w/ # LPT4 SIMPSON (OR NA I L I NO- /STRAFF I NO @ I NDOI�I/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES umf=_11 'STRAP TSD 2 JOIST-(FOR FLOOR 5HEATH I NO (5UE3FLOOR) oALERNATE USE SIMPSON 1425A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS m EA. END OF STRAPPING(2018 WCM,TABLE 3.7,P. 189) CONNECTION E ..• I" or LESS: 8d COMMON 6" EDGE / 12" FIELD H-NUM$ER OF SILL STUDS-ON FLAT(170E5 NOT APPLY TO DOORS) (2218 1^JFGM,TABLE 3.235,P.29U G - NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER(2018 WFCM,TABLE 523G,P.292; • 6REATER THAN I': IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 323D,P. 243) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL ED5E. w (2015 WFCM, TABLE 3.7,P. 154) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING 15 REDUCED. Q E -NUMBER OF JACK STUDS 0 EA. END OF HEADER(201b WFGM,TABU:322F,P.255) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDSE TO OBTAIN, HISHER G F - NUMBER OF I6d NAILS,END-NAILED THROU61H ADJACENT JACK STUD TO END OF SILL(5) m EA. SIDE ^< • . . , e e SHEAR CAPACITIES,NAILING REQUIREMENTS, FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS)(2016 WFCM,TABLE 3.5,P. 191) <a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: a. 4 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E L PER FOOT. FOR STRAP - 3 8 d COMMON NAILS ® EA. ° - OR ROOFOF SHENAILS SHALL BA G TWT IT i N 4' OF THE PER METER ED6>:To BE REDUCED TO I-I&D IOF THE Poor-, INCLUDING 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDSE ZONE ATTACHMENT REQUIREMENT5 SHALL. BE FASTEN I NC 5GHEDULE B ` 4 a a °° ° a � $. USD H 0 LZA P F E L F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - RENOVATION (IN ACGORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 2MITI TIOw -� -2_ _If? d COMMON NAILS A NOTATION ROUGH A B G D E F 6 oPNG 1490 VI LLAG E LANE 2'-0 " 2 1 1 1 1 1 ORIENT, NY, 11957 4 1 2 2 2 2 DRAWING TITLE: PROVIDE (2) 2"x10" HDR(MIN) U.O.N. (B) - REQUIRES SILL PLATES OF 2"x6" (MIN) HOLDOWN, ANCHOR BOLT, 2 3 4 4 4 STRAPPING, & NAILING DETAILS FASTENING SCHEDULE PAGE: G-003mOO DATE: 11/16/21 — OF 6 r', MISCELLANEOUS FRAMINO ORAFH105 CONTINUOUS BUILT-UP OIRDERS, 3 OR MORE SUPPORTS I /� a) (THAT EXCEED FRAMING 5TANDARD5, IT IS REO'D FOR FRAMER TO HAVE A F I REBLOC IG I I O FOR PLATFORM WOOD FRAMING, a U WORKIN(5 KNOWLEDGE OF THE AMERICAN HOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JG. S FOR ADDITIONAL INFO.) OISTS] SEE MANU. 5PE ' W4 z O AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETHMN 1/6 0 ! CONNECTION 1/4 OF A WHEN 611;ZDER5 MADE UP OF JOISTS NAILED W N � PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER _j Iri BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES F- rqMAX•52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER A5 FIRE-5TOPPIN6. L1.1 NON-LOAD BI=ARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS 0 12"o.C. THE SPAN LENGTH FROM AN INTERMEDIATE Q W �': 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST TUDS 5 1 Cs)ROK5 IOd NAILS O 12.O.G. SUPPORT. NO T•WG O ADJOININJOISTS, NOR MORE SERVES AS FIRESLOPPIN6. H Z SUBFLOOR I~ THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O � Z (2)ROM 1/2'm BOLTS o 12'O.G.5TAG6EREa; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE --) ' OOR SOLE PLATE G DBL.s MINIM Two-PIECE6 '"J PLATE SERVE AS FIRESTOPPIN . -� _ BUILT UP 61RDER P MAX 32" € H NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE LE PLATE a (2)Rows 1n"m BOLTS o Ib•O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE J0157 SERVES A5 FIRESTOPPING. � � O 5UBFL SIDE WITH IOd NAILS, THO NEAR EACH END OF O E (?)ROWS 1/2"A BOLTS 0 24.O.G. O O BEIYZMN vb EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCE 3 5. FIRESTOPPIN6 SHALL BE 2 INCHES O WOOD BLOCKING a' to It F (2)ROK5 313/b'TRU55LOCK 50RM6 012"O.G. ! 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-MST15LE FILL. 'tt m SGRErIEv ON 0)SIDE of MEMBI=R LINE;OR 61RDERS ARE TO BE NAILED FROM EACH Z G (2)ROWS 5-5/W TRUSSLVGK SCREWS* 16"O,o. SIDE w/ IOd NAILS, THO NEAR EACH END OF EACH 6.FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 0 24"O.G. " SCREWED ON(1)SIDE OF FIBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2) OWS 3 s/e'TRU56LOGK SCRE RWS JOISTS SERVE AS FIRESTOPPIN6. JOIST H SGREDVED ON(1)SIDE OF htEh1BER ¢ BETWEEN NAILS IN A HORIZONTAL LINE. Z Q' MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK 5GREKS O 12'O.G. THREE-PIECE " -(. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W J BUILT UP GIRDER MAX.82 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD 5LOGKIN6 PLACED BETWEEN JOISTS J JOIST DEPTH,d SCREHM ON BOTH SIDE OF">Sr>sER P NAILS ON EA. 51PE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. -j OO MATCHED SIZE OF BLOCKINfS (2)ROWS 5"TTZIISSLOGK 5CREW5 O Ib•O.G. 4 FIRESTOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE � "t UNDER NON-LOAD BEARih� SGRENIED ON 00'Ti•I SIDE O ¢ 3 O PARTITIONS err 52" 0,0. BLOGKIN 5 OTHERS 5TA6&ERED w/ A DISTANCE OF NOT MORE (16. THE HEADER SERVES AS F►RE-STOPPING. Z G) (D (2)ROWS 5"TRU9fiLOGK SGREV�LS O 24"OCG. BE'N�fN I/b DOUBLE PLA ON BOTH slue OF MEMBL9Z ! 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. a. TWO-INCH WOOD BLOCKING OR THE EWIVALENT SHALL FOUR-PIECE 61DER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN 57UM IN PARTITION ADJACENT TO Z �. GE I L I NCC BRAG I NG P STRINGER TO SERVE AS FIRESTOPPIN6. CANT LEVERED FLOOR NOTE: ! LEADERS NOT NOTED KITH CONNECTION PATrE 4 ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED < Z N GABLE ENDWALL PLAN SHALL VSE CONNECTION PATTERN'A'WEN 6'OR SMALLER FOR THE THREE-PIECE 61RDER. 10, THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ..J ! CONNECTION PATTERN V Y-IEN 10'OR LARGER p� FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W (6 -STUD 2.MSN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORIN&: 2 APPROXIMATELY i-INCH DEPTH OF NONGOMBU5TIBLE MATERIAL LQ m T-11 OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC.SUCH r. = Ln SUBFLOOR SOLE PLATE 2"X4"GONTINJOUS CABLE MASONRY PIERS, NAILED TO HOOD POSTS OR FIRESTOPPINiS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING HHEN THE BOTTOM OF T O BAND LATERAL BRACE o b'OG. AND CHIMNEY. THE SPACE BABOVE TIRE-STO MNG SHALL BE BOLTED TO STEEL COLUMNS. JOIST , 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G� ll a /� AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROU6H NORMAL ,---� NA I L I NC PATTERNS FOR SIDE LOADED BEAMS 00 . FLUSH BEAM5) PLATFORM FRAME CONSTRUCTION ON SHRINKAGE CRACKS H, THE INTERIOR FINISH. FACES GEILIN6 V AS FIRESTOPPIN6LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE O)8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- W NAILS FIRE- FIfm- WOOD FIRE5TOPPIN6 FIRESTOPPINS sroPFINB gTOPP"' s 'O�FA5TENIN6 RECOMMENDATIONS FOR 51DE-LOADED, N6 FIRE-rNS W MULTIPLE-PIECE MEMBERS JOIST 5d COOLER NAILS O 10'D.G. NAILED' BOLTED' 2'x4'BLOCK NAILED TO EA.BRACE 2 ROWS Ibd a Rotes Iba 2 rravls vdcTIGAL (� J LOCKING 14' 2 ROI l3V 2 ROW5)4" x` ,. •12"O.G.* •12'O.C. O.O"rT O 12"OL. o b'OL. GOVTO VNI 15 APPLIED K/(4) IOd NAILS GOF?•lON COMMON 90LT"S•2'1' BOLTS BOLTS ,x FIRESTOPPIFIB WHEN 5 GYPSUM BO 20 ga.STRAP TWO ROWS 12'D.G. THR) ROWS 12"O G. To' s'JosT�S Q (Ll. DOUBLE PLA •5d COOLER NAILS o 10"O.G. 00)Sd NAIL BEAM SELECTION w/ 5TD. NAILING " " " " " a " " LOCATION I LOCATION 2 LOCATION S �_ EIJDVVALJ.S A5 NOTED IN NOTES '1 4 8 " a " LOCATION 4 0 o g ALTERNATE ' JOIST SHALL BE LOCATED DIRECTLY •MNOTES ALT.FOR USE OF DRYKALL SCREK5 FIRS OP�FIt 6 VER STUDS,UNLESS TOP PLATE 15 4'o EDGE/12"a FIELD FULLY BL.OGKED or-&IRDS 1.TOP AND BOTTOM ROWS SI.IG.LD BE 2'FROM B76PS .�O<.E WOOD FIRlS70PPINB OF BIRDER DESIGNED TO CARRYTHE LOAD SGRF.NS Ob- 14"TYPE K OR 5 MERESTOPPINB 2.BOLT HOLES ARE TO BE THE SADIAMETER AS THE 2'E BOLT AND SHO"BeBE LOCATED TKO ROKS 24.O.G.STAGED TKO P.01.6 b"O.C. LOCATION 5 LOCATION 6 FROM THE TOP AFD BOTTOM OP THE MEMBER EVERT BOLT KW EXMV THIRo11B4 THE FULL INTERIOR STUD DETAIL THIC40E55 OP THE ME1. USE 10061 ERs UNDER HEAD AND NUT. O O OVERLAID ROOF 5.STABBER M44 1 ROW OF FA 1VN!ft BY 12'. O ® FJ © O © ® ® 2'SPACE NOT ATTACHMENT @GALLEY 4.FOR A THRI!"IMCM MEh1�R,TIe SPECIFIED NAILING 15 FROM EACH SIDE NC TO EE FILLED MM NOOMBUSTIBLE FIFIE5TOPPINO 5.FOUR-PIECE SHOULDAR ONLY BE VOW K-EN LOADS E APPLIED TO ) FIRESraPFINB APPROX I INCH THICK \ BOTH SIDE OF THE 1 IM b.VAL Lr-S FOR NAILING CONNECTIONS MAY BE DOUELM FOR b"Or-OR TRIPLET II I FOR 4"O.G.NAIL SPACINS. LOCATION'J STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEANS: STRAPPING K/ T.2 ROWS OF 16d COMMON NAILS 02'OZJ FOR POP"12"OR LEW 4 bd NAILS LOCATION 8 FI�sT:�PrING LOCATION a \ O EA.END O R.R. 8.8 ROWS OF Ibd COMMON NAILS 112'O.CJ FOR DEPTHS OF 14",16"4 I8". LOCATION 10 FULL KIDTH 2" BLOGKI 0 ♦r GONSTRUCTI ON DETAILS I$ WIND LOAD PATH CONNECT 1 ON DETAILS TOP PLATE ILL 2"m INTO ROOF DECK FOR 511RAPPING INSTL. NOT TO 50ALE INTERSECTION DETAIL - - f-EX1ST.ORNEK R.R.BELOW NEK RR.SET w/ UPPER TOP PLATE LAPS 4 Lod NLO WOUS VER TOE NAIL NOTED GON7.BLOCKING TOP PLATE SPIKED TO R.R.'6 • ALIGN NEW ! EX. 7 s R.R.A5 SHOKN K I NCC STUDS PLAN VIEW NOTE. SIMILAR o 'SHED' WOOD 1.10 15 WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD BLOGKINC JO15T HANCE HEADER 12 GENERAL REG2U I REMENT5 FOR C ENERAL REOU I REMENT5 FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADE WOOD OI RDERJACK STUDS MLS WOOD JO 15T j E LU JO 15T FRAMI NO OVER WOOD OI RDER JO 15T FRAM I NO FLUSH WITH 51 RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: IAM.X 5 APPROX. 30° W/THE MAIN MEMBER 4 STARTED APPROX, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS�M�VE THE SIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER H 0 LZA P F E L A MIN.OF (3) NAIL DIAM':s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN R E N OVAT i 0 N SIIXTILMBER,FOR THIS IMES THE DIAM. O THE NAIL BE AT LEAST RAFTER BE INSTAOID LLED N ITTINO-S,NO MORE THAN 2 EA SIDE O A RAFTER OR GEI NAILS SHALL JOIST WALL STUD WALL 57UD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLA BATHTUB UBOTTOM SU FLAT FLOOR 1490 VILLAGE LANE DOUBLE JOIST DOUBLE JOIST TOP PLATE ORIENT, NY, 11957 SHIM. CHASE 5ECURINO @ 5TD. 51ME WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS t>,OrE: FIREBLOCKING DETAILS (SIM. a G-1ASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION K/STUDS TO ATTIC, FLOOR d BLK'G TO R/I_ SIDES w/STRAPPING TO R/L SIDES) tD 0PAGE: TOP PLATE to �� '� WIND RESISTANT CONSTRUCTION CONNECTORS SHIM. CHA5E WALL U CONNECTION LOCATION: PART NUMBER: NO 5: G-004mOO RI DOE-TO-RAFTERS 0520921" APPLY TO EACH PAIR OF RAFTERS a ® RAFTER-TO-WALL H? APPLY TO EACH RAFTER DATE: 11/16/21 •- OF 6 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ar qq REO'D BLOCKING -'_ O N PLATE-TO-WALL STUD 0520 ® 18" TO ALIGN w/STRAPPING tL APPLY TO EACH WALL STUD ® EA. LEVE VEL FIRST FL. ® w 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 a 36" APPLY TO EACH WALL STUD FLOOR/61-6. ® O HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 5IDEWALL END 15T. FLOOR-UNDER-51 LL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE , SIDE VIEW PLAN VIEW (U5E WITH 5" 5G2UARE WASHERS) USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5 t I - IE30L < I a � _ EXISTIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT W z 0 WOOD FRAME (L.6. STL. Cq EXISTIN6 TO REMAIN WHEN APPLICABLE) J A W � Lu NEW WOOD FRAME (L.6. NEW FOUNDATION WALLW >; Q STL. WHEN APPLICABLE) z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL z 15 tic WOOD FRAME (L.6. STl_. ® PO5T FOR 4" WALLS J WHEN APPLICABLE..) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. 0) 0 NEH 2-HR FIRE WOOD FRAME (L.6. 5`171-D ---- (L d' m I--------+ � - 4------ � - z WHEN APPLICABLE) FOUNDATION PLAN NOTES L� � �� NEH 4" THK. P.GONG.SLAB wW.W.M. W /6"xb"-10/10 W Gz Oj REINFORCEMENT AS PER DETAIL 0 a J EXISTIN6 -T-�- =� coJ r , DOOR TO BE II I 2 0) 0 O2 FOUND 4 POSTS FOR WD. DECK: -_' REMOVED �I I WD. P.T. P05T 4 P. CON-.. PIER UPON FOOTING AS PER Z DECK DETAIL CrYP) I Z 4 a I FOR WOOD STAIRS a GRADE: d I I I I m CNi O 4" THK. P. GONG. PAD 6" WIDE x REQ'D LENGTH UPON ,� F ALL d PLUMBING FIXTURES Ib�_4 W W W 6" &RAVEL UNDER 2"X12" P.T.STAIR 5TRINCER5 m Z _N APPLIANCES TO BE REMOVED I L_ - -- Lo W- vq MAX. 16" OZ.,U.O.N. (MIN. 3 57RIN6ER5) I �----7 D W. r- Q� Lo TYPICAL LEDGER BOARD ® EXT, DECK: u3'n 1 1201-4" 1 0 4U I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED W/(2) 5/6" 0 x 5" LONG H.D. 6AL. LA6 BOLTS Q d MIN. 4" BETWEEN EDGES OF -_ Ib" DG. d lu O I-I/2" SQUARE BALUSTER ' 2" 5'-3" -2'-4 2'-2"-�I -_3'-2"—_� 3. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON'(OR m (STYLE TO SELECT) F W EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 5117INO 4 BENT OVER TOP EDGE OF LED6ER BD. 51MP50N H2.5A RAFTER I II I EXIST. PORTION \�\ 5. SEE NOTED DETAIL TIE (OR EQUAL) fly OREMW � TO BE r I I V 5/4"xb" P.T.DECK H BOARDS II I _ III J EXIST.WINDOWSI II I F — 7 111 I EXIST. WINDOWS V '^ J TO BE REMOVED 1 II I ill 4-ly ;d. �I� TO BE REMOVED a 1 tn hi (BOLTS ®EAT POST wD/60VERSIZED I II L- — -I L — . -1 P.T. D.J. ASX = WA5HE1R5 4 END NUT PREBORED 1 III III PER PLAN N INTO BEAM,POST,DECK TIE 4 I II I III RIM BOARD A55EMBELY 4 1� P.T. BEAM AS NOTED 'Llh (y = SOLID BLOCK ® 12" O.C. I II I EXIST. DOOR d WINDOWS (2) SIMPSON DJT14Z (1) 1/2"(P H.D. &A . THWJ I II I TO BE REMOVED DECK JOIST TIE 0 BOLT w/OVERSIZED WASHER III EA. POST 4 END NUT FR M30RW INTO IT-4" \ POST 4 DECK JOIST TIE "51MP50N" ABA44 D COLUMN BASE 'ry 4"x4" P.T. POST GRADE I I 12"4) 'SONOTUSE' FILLED ° II 1I SOLID W/P. GONG. nU ° (MIN. 4,000 P5U ° Z PROP05ED DEMOLITION PLAN SCALE: 1/4" = I'-O" 0 EXTERIOR NOOI7 DEOK DETAIL- A-101.00 I SCALE: 5/4" = 1'-0" 5/4"xb" P.T. DECK BOARD5 P.T. DECK JOISTS AS NOTED ON PLANS 4 H 5/4" x REOV z w HEIGHT P.T. RISER " " " ° — — l 2 5/4"x6" P.T. - - --------- - DECK BOARDS " " a I o U 2"x 51-00KIN6 o EA. l7l 1 STRINGER TO MATCH SIZE OF P.T. DECK JOISTS FASTEN STRINGER TO BLOGKIN& (MIN.6 w Q FASTENERS) i. GLEAN FILL ( N SIS COMPACT Q 4" THK. x 8" WIDE x WIDTH O"G?'(MINT STRINGERS ®16" ,I6" LIFTS ( PROJECT: OF STAIR P. GONG. PADEA. STAIRWAY) x--11 I HOLZAPFEL 2"xb" P.T. BLOCK IN BETWEEN Nom: I R E N OVAT I O N EA. STRINGER. FASTENED TO ALL DECKIN6 SHALL BE FASTENED P. GONG. PAD w/ is/64" x to W/COATED DECKING 5CREW5 BY 5-1/2" CONCRETE SCREW5 BY �' "DECK MATE" (OR EQUAL) "CALIBURN" (OR EQUAL) - MIN. (5) 56REW5 PER BLOCK O" MIN. - - 1490 VILLAGE LANE 4'-0' CAR `DE _ & ORIENT, NY, 11957 DRAWING TITLE: 2 EXTERIOR HOOD STAIR DETAIL EXI5TIN6 FOUNDATION PROPOSED DEMOLITION PLAN ,4-101.00 _ PROPOSED FOUNDATION PLAN SCALE: 3/4" = I'-O" b NOT PART OF THIS FILING 0 2 EXIST. EXTERIOR f5HEATHIN6 rx1ST. 51DIN6 MATERIAL I PAGE: BUILDIN6 PAPER 4 HOUSE WRAP TO FULLY OVERLAP FLASHING IA-103LOO EXIST. STUD WALL GAP FOR DRAINAGE 5/4"WCOMPOSITE DEGKIN6(U.O.N.ON PLAW Q "Z" FLA5HIN6 SEGTION/OETAILS) - DATE: 11/16/21 3 OF 6 FLASHIN& I 4 -� DRIP EDGE P.T. DECK JOIST 2 - COUNTER AS PER PLAN I 11 5 J015T5 AS PER'.PLAN FASTENED W(2) FLASHING IA-101 5/6" 0 x 5" L.ON6 HEAVY DUTY GAL. L.A6 BOLTS® 16" O.G. INTO MUD SILL 4METAL &ALV. JOIST HANGER RIM BD.;WHEN o FOUND. WALL FASTEN W/(2) 5/604, x 5" LONG APPROVED \-BY 'SIMPSON' (OR EQUAL) 5 I I 0 MASONRY ANCHORS ® 16" D.G. EA. JOIST — — --n "Z" FLASHING EXIST. FOUNDATION WALL 2'-O" 41-011- R '-O" Q LF-i70 ER OONNEOTI ON DETAIL PROP05ED FOUNDATION FLAN A-101.00 SCALE: I„ - IO 5CALE: 1/4” = 1'-0" _. - O ENERAL a NEW PARTIAL HEIGHT W Z EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. J � WHEN APPLICABLE) EXISTING TO REMAINW } * H rl NEW WOOD FRAME (L..6. NEW W FOUNDATION ALL U ; 5TL. WHEN APPLICABLE) x I �., Z Z MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED c ® P05T FOR 4" WALL5 J WOOD FRAME (L.6. STL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL BRICK - POST FOR 6" WALLS), U.O.N. \II OI 3 >n O 00 IX O O NEW 2-HR FIRE RATED r _ .y`� 3 /� / WOOD FRAME (L.6. STL. y 21_611 /11p �1 /p 41 Lp n G CL Lf) t ■iM WHEN APPLICABLE) z o —�� Z „ +1 3 _ Z ' � J FLOOR PLAN NOTES �'ran N Q �- NEW B J 00 > Rt ODQOR NOTE: OOM(D I. INSTALL NEW INTERIOR DOORS NJHEN GALLED Z 0) (o OUT ON PLAN5 BY JELD-WEN' (OR EQUAL). Vi 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED S'-O" MODIFIED = 0 OUT ON PLANS BY 'THERMATRU'COR EQUAL). KITCHEN O m B J O ] z z }: 4 3.DOOR TYPE TO SELECT 0 4.INSTALL AS PER MANU SPEG.'s I r - __ ' BENCH m � �, � Z N 3.PROVIDE (?� 2"x8' HDR.,U.O.N. 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 101-2" LL TI_Tp Lu cb 41�p � � � STAIR d RAILING NOTE: O I. ALL NEW STAIRS SHALL HAVE MAX.1-3/4" RI ?-2 I 3 B s MIN. 10" Tr - RISERS SHALL BE CLOSED 11 D.W. O G 2. 42" HIGH GUARDRAIL d 5PINDL.E 5PAGIN6 NOT TO ALLOW PA55ACPE OF At 4" (P SPHERE; ® 1 I 36" HIGH HANDRAIL 4 SPINDLE 5PACIN6 NOT '-0 _ ' TO ALLOW PASSAGE OFA 4" 6 SPHERE E— 5'-O" -- -3'-Ip W 3. 6RIPPABLE RAIL A5 PER GOnr= 4S'SILL H6T ® LU WOOD FRAME: STAIR: FROM F.F. 1. SLE NOTE ABOVE FOR STAIR E RAILING INFO. 2.RAILINC75 SHALL BE WOOD OR F'VG. _ V 2F_ :A EXISTING = J WOOD (� J O3 WINDOW NOTE: I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES GA5EMENT,DOU5LE:HUN6,OR GLIDING Q (AS NOTED);INSTALL A5 PER MANU. 5PEG.'S. FOR n1 SUBSTITUTIONS,5� NOTE �i IN "6LA55 WINDOWS 1 EXISTING ( MODIFIED I EXISTING AND DOORS" ON PA&E 6-002 IF CASEMENT SKYLIGHT LIVING ROOM SKYLIGHT WINDOWS - ALL G5MNT WN01^15 SHALL HAVE STRAIGHT ARM HINGE WHEN � — � — — � — � — 2.IF DOUBLE HUNG- ALL DBL. HUNG WNDWS TO BE s. 4 1 A p TILT WASH 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. 0 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS(TYP. FOR ALL) U.O.N. NEW 02 3 MOOD DECK m A t ld� — +' A 3 A 3 A 3 A 8 A 3 F- 2='f" 3'-4" 3'-4" 3'-4" 2 ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN A-5ERIE5; INSTALL A5 PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING d STRAPPING DETAILS. WINDOW CHARTFROP05ED F I R5T FLOOR PLAN _ - EGRESS CLEAR ROUGH OPENING WINDOW DIMENSION OPENING 1,282 S.F. HABITABLE SPAT-.E; 1,282 S.F. GROSS AREA 5GALE: 1/4" = 1'-0" TAG TYPE MODEL # WIDTH REOV: 20" WIDTH HEIGHT WIDTH HEIGHT HEIGHT V; 54" OPEN REOb5'f S.F. — -- 3:2 REVERSE A DOUBLE-HUNG ADH2854 2'-8" 5'-4" 2'-� 5'-3 COTTAGE SASH; COLONIAL GRILLES B AWNING AAN5015 3'-O" I'-8" 2'-II I'-"i COLONIAL GRILLES G DOUBLE-HUNG ADH5030 3'-0" 3'-011 �,I 2'-II 2'-II 4" COLONIAL GRILLES w 0 DOOR CHART _ 0 OI INSWING FWHIp3168AR 3'-I" 6'-8" 3'-O b='I FULL GLASS ENTRY DOOR w FULL 6LAS5 (2) U INSWSIDELIGHTS ING 1 1 11 E02 ENTRY DOOR FWHID2468AR 2-9 6-8 2-8 6-7 ~ (FWHID2a685) � w u�. 0 PROJECT: HOLZAPFEL NEW 211x811 R E N OVAT I O N EXI5TIN6 ROOFING R.R. I6" O.G. AND PITCH 1490 VILLAGE LANE 4.12 ORIENT, NY, 11957 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN PROPOSED ROOF PLAN PAGE: il J=0 A141, 0 0 Am DATE: 11/16/21 4 OF 6 EXI5TIN6 ROOFING AND PITCH PROPOSED ROOF PLAN 50ALE: 1/4" = 1'-0" ELEVATION NOTES 4. Q U 20 NEW WHITE CEDAR SHAKE SIDING TO MATCH O EXI5TING W � N ONEW BLACK ASPHALT SHINGLE ROOFING TO J W >: MATCH EXISTING Ix ; O NEW WHITE 55" AZEK CORNERBOARD TO MATCH III Hill 11 11Z — I— O Z EXI5TIN6 J NEW WHITE 4", 511 4-111 AZEK 'PRIM AROUND WINDOWS J N J O 4 DOORS _ fy 0 O5 NEW TIMBERTECH WHITE WOOD FIN15H RAILING --- ----- ---HITII ------- -- O >-Mill Mill 111111 111111 IIITII 11111— d' m EXIST. RIDGE HEIGHT Z IITII IIITII III ELEV. +11.b' 3: T2 EXIST. CEILING HEIGHT Z - - --- - -- -�4 -- ----- ELEV. +10.8 a W J J m 0 0 0 0Z � (o -- -I II IT 11 1111 11 111111 -1111 11 11 IT 1 111 11 11_1" 1 11I f � � = Y � O 5 o 11 IT 11 111111 11111 Z 4 - -- 4 m -1N W (b LA ir t-) I`- 1.17 ¢ EXIST. FIRST FLOOR O J 0 ELEV. +2.8' 1 I W U W ~ U EA5T ELEVATION (REAR) a SCALE: 1/4" s III 111 11 IIITI 11 11 1 IT 11 ITI 111111 11 IT 11 1111 11 1 11]111 11 IT 1 111111 11 111111 Mill Ilill III I+j EX15T. RIDGE HEIGHT 11 11 If III 111 11 ELEV. +20.6' -------------------------------- Hill �! 1 11 MI 11 111 1111 IT 11 11 IT 11 1111 11 11 If 11 11I AN PROPOSED CEILING HEIGHT 11 IT 11 1 ITII IIITII IIITII III I2 ELEV. +11.8' ------------ ---' 111111 11 IT 11 11 4 4UIL = ----- ---- ----– — —__—= A -- OI U \- S \ B \ 4 f TL Q –-- - 11 uZ UTI I EXIST. FIRST FLOOR k I I I I11 11 IT 11 1111w ELEV. +2.8' ----�` P.F. 1F.P. 3 3 0 3 O ---- V W d' I I � BASELINE OI ELEV. +0.0' W a 0 NORTH ELEVATION (R I O HT SIDE) PROJECT: 50ALE: 1/4" = I'-0" HOLZAPFEL RENOVATION 1490 VILLAGE LANE ORIENT, NY, 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS I 1 111111 11 IYII 11 IT PAGE: 4 oo■ 02 UL 5 o DATE: 11/16/21 5 OF 6 i 5OUTH ELEVATION (LEFT 51DE) SCALE: 1/4" = P-O" OENERAL. 5 I ME30L E i d. cD Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL L.C7. S WOOD FRAME (L.6. TL. WHEN APPLICABLE) w N EXISTING TO REMAIN C ) NEW FOUNDATION WALL W --,--�•.-{ NEW WOOD FRAME (L.6. Q W >- f---1 5TL. WHEN APPLICABLE) 4 w i Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL — J z WOOD FRAME (L.6. STL. POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL .. NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. 1 a) O Q . 00 WOOD FRAME (L.6. STL. 1 n- " Lo it WHEN APPLICABLE Q COMPACT Lcr b" LIFTS I Q w j I J 00 z • I Yeo z >4 Jvq N — — LL W (b Lia Ti h == LQ %-f �I O Lu EXISTIN6 FOUNDATION NOT PART OF THI5 FILIN6 H W F- U I hIFJ^t 2"x�7" Ixg ho x T : z I i 2 Ar -T — �o Q FROPOSE-P FOUNDATION 5TRUGTURALL FLAN SCALE: 1/4" = I'-O" z w O V X a 0 �s REF. PROJ ECT: X. I HOLZAPFEL NEN RENOVATION xMUDROOM n 51 S.F. MODIFIED �o O KITCHEN )cl 1490 VILLAGE LANE 1 "� ORIENT, NY, 11957 IR O ( x8 HDR dl n DRAWING TITLE: O _ PROPOSED STRUCTURAL PLAN I I dJ U x O PAGE: � e F 7 F 7 s—1-0 =1 0 0 x tD I I t�QDIFII=D I Y LIVING ROOM DATE: 11/16/21 6 OF 6 Lu z WOOD DECK NI K(2) 2"x8"NEW(2) 2"x8"NEW(2) 2"x8"NEK(2) 2"x8"NEW(2) 2"x8 1 HER HDR HDR HDR HDR r � I FROF05EC� F I R5T FLOOR FLAN 1,282 S.F. HABITABLE SWAGE; 1,282 S.F. OROSS AREA SCALE: 1/4" = r-0"