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Home My WebLink About48943-Z Ogor-f01 oGy Town of Southold 1/11/2024 P.O.Box 1179 y T 53095 Main Rd �y�0 tfi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44854 Date: 1/11/2024 THIS CERTIFIES that the building ADDITION/ALTERATION ` Location of Property: 450 Bay Haven Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/10/2023 pursuant to which Building Permit No. 48943 dated 2/22/2023 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 addition, including screened porch, "as built" central air conditioning and window replacements,to existing single family dwelling as applied for per ZBA#7709, dated 12/15/2022. The certificate is issued to Carballal,Matthew&Jessica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48943 6/8/23 & 1/9/24 PLUMBERS CERTIFICATION DATED ()o z Signature `suFFo�,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT y. x TOWN CLERK'S OFFICE SOUTHOLD, NY r 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#: 48943 Date: 2/22/2023 Permission is hereby granted to: Carballal, Matthew 340 Riverside Dr Apt#4C New York, NY 10025 To: Construct screen porch addition to existing single family dwelling as applied for, and per ZBA#7709. At premises located at: 450 Bay Haven Ln, Southold SCTM #473889 Sec/Block/Lot# 88.-4-23 Pursuant to application dated 2/10/2023 and approved by the Building Inspector. To expire on 812312024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $278.00 CO-ADDITION TO DWELLING $50.00 Total: $328:00 Building Inspector pF SOUj��! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q �yc01'Jmi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Matthew Carballal Address: 450 Bay Haven Ln city:Southold st: IVY zip: 11971 Building Permit* 48943 Section: 88 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Tucker Electric License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED' Exit Fixtures Sump Pump Other Equipment: Notes: Rear Porch Inspector Signature: ate: June 8, 2023 S.Devlin-Cert Electrical Compliance Form SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o Jamesh .southoldtownny.gov OWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carballal Residence Address: 450 Bay Haven Lane city:Southold st: New York zip: 11971 Building Permit#: 48943 section: 88 Block: 4 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Hardy Pluming, Heating Electrician: Joseph Hardy License No: MP-1593 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 30amp Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 20amp Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: AS BUILT H VAC Inspector Signature: Date: January 9, 2024 450 bay haven In SOUjyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 "I INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b S roU T DATE INSPECTOR OF SOUIyOIo H ` Lf '50 --t3a y TOWN OF SOUTHOLD BUILDINGE �U u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r�� DATE 2 INSPECTOR ` �(]1►f l, F SOUTyo<o TOWN OF SOUTHOLD BUILDING DEPT. �Ty�OUMI 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: ep St S -V 1 < <vC7 I l DATE 1 'yOL INSPECTOR o�aOF SOUTyO E>q 1 5 ��` �� ` &V6711 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O ] RENTAL REMARKS: DATE g INSPECTOR �O�aOF SOUTh°� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [X] R GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9 CPA; i Vl DATE INSPECTOR vs yo 4 q 50 �� aueq # TOWN OF SOUTHOLD BUIL ING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: k bw li W04C DATE INSPECTOR "A Y � r .z 1: s !!I . i JJ i I I � I - �s,�'�f��'" �4 � e i { 44`•� � ��, F �+'S i"irj'�t t�llOvf��`�'�t^ ?` 1 � ,5 0� , 5 `. A L f S``try �i,� +�;; �� y�, :� ,a��• �"=� i��ip CS ,� � 1, S�TT'^� 4 • +�':a�e"k. .r,�t`3� _� � F 4 i 'ly(vG � '�:e�� t � £Y�,W } ��I�'��"�n'f h.��-�S t�, .Y}!w i r.•��"� '+�hd .,-may ;. rrr � •F�1 ;r t; at k 1 d .i �,' a'�i.S,�� ° h•�. °4�L .R. .M t�.Y� t 'Wa`, t n• '}Xt";a Y i ,t"t*i1 ai e+F., "' •, b' �� ax,� fji�i cf'i t ,� ?�� f� t`� j� � l u i,#r�` 4� t��y+spx�4�,�yJ,�� `ta.i .�{f•• '` �� f��t' � � i?;��M' � tia Y, t.,. �'; •� a�'`; l �� r :'t% Sl :�.'t'�t iFMk•YV,.. .•; �.��, ;� ,�'`. Y 77i, 'S ,d)+RF'. �c � t T, L p ` r r, r .�9 s ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ^C,� -----( -°L-- -- ------- �c �► s a. v CIO FOUNDATION (2ND) z 0 v3 Q I` ROUGH FRAMING& y PLUMBING i � 1 S �r INSULATION PER N.Y. STATE ENERGY CODE en I h i FINAL ` SS l ll v ADDITIONAL COMMENTS c 2 l0 1 2.3 �FGu.C q 0 — e c r i, c 4- /0 c' 0 �o ��3o•a ,(�c�- �-- - D ,ems hr� �� ` �- 6 D -I -1� S W ind o�.J Nb iZoo - - \Aqltc y� y lY1 �o�g�FFO(K�Oa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959, �y�oi Sao Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only _ PERMIT NO. Building Inspector. It Illy I� II IUl I� Applications and forms must be filled out in their entirety.Incomplete FEB 1 0 2023 applications will not be accepted. Where the Applicant is not the owner,an BUILDINGI)EPT Owner's Authorization form(Page 2)shall be completed. 70M OFSOUTHOLD, Date:02/10/23 OWNER(S)OF PROPERTY: Name:Matt_& Jessica Carballal SCTM#Z000- - Project Address_450 Bay_Lane Southold NY 11971 �{ y`3 ✓fin Lr, . Phone#:917-623-3215 Email:mattcarballal@yahoo.com Mailing Address:450 Bay.Lane Southold NY 11971 1. CONTACT PERSON: Name:AMP Architecture, Michelle Sarabia Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631760379092 Email:msarabia@amparchitect.com_ DESIGN PROFESSIONAL INFORMATION: Nam,e:Anthony Portillo Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Fmail:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: 0 other Proposed screened in porch at the rear of home $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 . .PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Sing!q,fqMi1y Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC this property? ❑Yes *No IF YES, PROVIDE A COPY. ®CheClt BOX After'Reading: The owner/contractor/design professipnal is responsible for'all drainage and storm water Issues as provided b' 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 regulationg and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein"are' punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application S._ubmitte (print name):AMP Architecture ®Authorized Agent ❑Owner _. ...._....... ....... _..__......._µ......_ _... ...__ __._. .... _...._..........._..._.... Signature of Applic 'nt: Date: 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 therewith. Sworn before me this IC) day of�.1'-�� , 20,=�A Notary Public ,• gfATE p!k Debmh odOwsu !�nlonwr Notary Public,State of New y,,,, PROPERTY OWNER AUTHORIZATION, PwLjc, * No.01OR6290392 ,, y...• ••. Q11e1if`ied in Suffolk-County (Where the applicant is not the owner) Fj;,°p,•••'• ComoussfonExpires05/13/2t7 I, Matthew Carballal residing at 450 Bay Haven Lane Southold do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. (� Q 01/30/2023 Owners Signature Date Matthew Carballal Print Owner's Name 2 4�ctyff0(q�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT yg Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING P MIT For Office Use Only PERMIT NO. Building Inspector: JUN 1- 7 2022 .:Appiications,:and:forms must_be'filled out in'their entir..ety'Incomplete. BUILDING DEPT applications will,not b'e:accepted.,Where the,Applicant`i§.not the owner,en, TOWN OF SOUTH Owner's Autliorization:form(Page_2), hall be completed; 01SA PP Date:6/17/22 ' `OVA L"I" OWNERS)OF PROPERT1f:. Name:Matthew Carballal SCTM#1000- V � Project Address:450 Bay Haven Ln Southold Phone#:917-623-3215 Email:mattcarballal@y_ahoo.com Mailing Address:450 Bay Haven Ln»Southold ;CONTACT PERSON:.. Name:AMP Architecture, Jess Magee Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:'ma ee am architect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture,Anthony Portillo Mailing Address:10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 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 W No Will excess fill be removed from premises? ❑Yes R No 1 PROPERTYINFORMATION Existing use of property:Single Family,Residence Intended use of property:Sin le Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 N/C this property? ❑Yes *No IF YES, PROVIDE A COPY. 8 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 Coder APPLICATION IS HEREBY MADE"fo 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 building(s)-for necessary in False statements made herein are punishable as a Class A misdemeanor pursuantto Section 210.45 of the New York State Penal Law. Application Submitted By(print name). MP Architecture( ©Authorized Agent []Owner Signature of Applicant: Date: �l l �a STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture 2SS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above nam d, (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 therewith. Sworn before me this day of 4.VVI 20CR Notary Public Ddw&Oflowsb may':: Notary Public,Slate of Now York PROPERTY OWNER AUTHORIZATI Luc ;* No.01OR6290392 Qualifled in Suffolk County (Where the applicant is not the owner .,, SionExpim05/13n05 I, V` CJJ� I ,W C--A residing at ` S ol D S do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold lBuilding Department for approval as described herein. _,1M.,k1,J11 � 'I r �UV,e 9 2 O 2-2— Owner's Signature Date n Print Owner's Name 2 I FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 21, 2022 TO: AMP Architecture (Carballal) 10200 Main Rd. (Unit 3A) Mattituck,NY 11952 Please take notice that your application dated June 17, 2022: For permit to: construct screened patio addition to existing single-family dwelling at: Location of property: 450 Bay Haven Lane, Southold,NY County Tax Map No. 1000—Section 88 Block 4 Lot 23 Is returned herewith and disapproved on the following grounds: The proposed addition, on this nonconforming 15,625 sq. ft. lot in the 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 rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 30.6 feet. (t--- Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. q � � BOARD MEMBERS ® gFat �',� Town Hall Annex Leslie Kanes Weisman, Chairperson �� °�, 53095 Route 25,Main Road Patricia Acampora `g P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. 4 ® �� Telephone(631)765-1809 Nicholas Planamento �� gg � http://sotftlEEv � U"" G 1:q&6¢!M I[ ZONING BOARD OF APPEALS r-t 1 9 2022 ® L5 C_ �U/ �� TOWN OF SOUTHOLD J 9.1-4�� DEC ? _0 ?027 Southold Town Clerk i�FINDIN ELIBERATIONS AND DETERMINATION 70UlN0Fg0t)H0LD MEETING OF DECEMBER 15, 2022 ZBA FILE: #7709 NAME OF APPLICANT: Matt and Jessica Carballal PROPERTY LOCATION: 450 Bay Haven Lane, Southold,NY SCTM: 1000-88-4-23 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II 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, non-conforming, rectangular-shaped, 15,625 square feet, .359 acre parcel located in the R-40 zoning district measures 125 feet along Bay Haven Lane, then runs northwest 125 feet along a residentially developed lot to the south,then runs northeast 125 feet along an undeveloped residential lot to the west and returns 125 feet to the roadway along a second residentially developed lot to the east. The subject parcel is improved with a 1-story, wood frame house with front entry landing and steps, attached garage, a raised deck of the rear of the residence and a wooden platform at grade off the rear of the garage, stockade privacy fencing and an asphalt driveway as shown on the survey prepared by Michael W. Minto, Licensed Professional Land Surveyor, and dated February 26, 2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's July 21, 2022,Notice of Disapproval based on an application for a permit to construct a screened patio addition attached to a single-family dwelling, at; 1) located less than the code required minimum rear yard setback of 35 feet; located at: 450 Bay Haven Lane, Southold,NY. SCTM No. 1000-88-4-23. RELIEF REQUESTED: The applicant requests a variance to construct a screened-in covered porch addition to the rear of the residential structure, measuring 13 feet by 15 feet with an overall height of 15.6 feet, with a rear yard setback of 30.6 feet where 35 feet is required by the code. ADDITIONAL INFORMATION: Improvements on the subject parcel are covered by the following Certificates of Occupancy: Z-19865 dated April 24, 1991 covering a new single family residence with attached garage and deck Z-42011 dated May 7, 2021 covering an"as built" deck addition No member of the public or an immediate neighbor spoke in favor of or against this application. J Page 2, December 15,2022 #7709,Carballal SCTM No. 1000-88-4-23 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2022, 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 �267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Bay Haven beach community is an older subdivision consisting of less than code conforming lots aligned on a grid with a shared Peconic Bay beach parcel. Area homes were developed over the past half-century with many properties, especially the waterfront lots, redeveloped or substantially altered in recent years. The addition of a screened in porch to the rear of the existing residence is not visible from the roadway,the reduced rear yard setback is not visually discernable,and the requested improvement is in keeping with many other homes in the immediate vicinity that have covered and or screened in porches, both in Bay Haven, and the Town of Southold in general. 2. Town Law V67-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. As a result of the homes initial siting and its deep"L" floor plan design, it is not possible to add any functional extension to the rear of the residence without variance relief. Alternatively, while the applicant could place the screened in porch along the side of the house it would not allow useable access from the rear door as proposed. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 12.5%relief from the code.However,the existing home maintains both a front and rear yard setback of 35 feet,and the garage area is pushed farther back than is commonly found in the neighborhood, establishing an increased front yard and offsetting the relief sought. 4. Town Law§267-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 V67-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�267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a screened in porch measuring 13 feet by 15 feet with an overall height of 15.6 feet 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 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Drawings (labeled SD-1, SD-2, SD-3, SD-4)prepared by Anthony M. Portillo, Registered Architect, and dated June 16, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The screened in porch shall not be enclosed with walls or windows of any sort and is to remain non- habitable as unconditioned space. Page 3, December 15,2022 97709,Carballal SCTM No. 1000-88-4-23 2. The applicant is to provide the Board with copy of an existing Certificate of Occupancy for the installation of new windows and central air conditioning to the subject house or apply for and receive same prior to the issuance of the Certificate of Occupancy on the applied for improvement. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. 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 variance(s) 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 subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL 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/or a 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) \1 Nic ola J. Planamento, Vice Chair Approved for filing \�A.� /2022 i �gUffQC BUILDING DEPARTMENT-Electrical Insp ctor TOWN OF SOUTHOLD - DEC 1 1 2023 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ,D ;�rT —r,o Telephone (631) 765-1802 - FAX (631) 76 5ti 4 1,"f)� �° amesh(@.southoldtownny.gov— seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/11/2023 Company Name: Hardy Plumbing, Heating, And Air Conditioning Electrician's Name: Joseph Hardy License No.: MP-1593 Elec. email:melinda@hardyplumbing.com Elec. Phone No: (631) 283-9333 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1654 County Rd 39, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Carballal residence Address: 450 Bay Haven Lane Cross Street: Main Bayview Road Phone No.: 917-623-3215 Bldg.Permit#: 48943 email:mattcarballal@yahoo.com Tax Map District: 1000 Section:88 Block: 4 Lot:23 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): electrical related to installation of central air conditiononing Square Footage: 11300 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On 4/24/1991 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 FJ2 H Frame Pole Work done on Service? 7 Y N Additional Information: . PAYMENT DUE WITH APPLICATION 96-1 �06 PERMIT H Address: Svvitches Ourlers G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer \C AH Hood Service Amps Have Usec -pedal .omments 46AMP � x gUfFQZ BUILDING DEPARTMENT-Electrical Inspector aq c4Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �tp % Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: April 25, 2023 Company Name: Tucker Electric Inc. Electrician's Name: Frank Raynor Jr License No.: ME-4926 Elec. email:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: Matt Carballal Address: 450 Bay Haven La. Southo Cross Street: Main Bayview Rd Phone No.: Bldg.Permit#: 48943 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Small screened in porch 3 wall lights, 1 ceiling fan and outlets. Square Footage: 1200 Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑✓ Rough In ❑ 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? 0 Y FIN Additional Information: Any questions please give me a call. PAYMENT DUE WITH APPLICATION q 126 Iss 01 100 SERIES CASEMENTWINDOWS "ANDERSEN" WINDOWS 8 DOORS Casement Window Details-New Construction Scale 1 1/2"(38)=1'-0"(305)-1:8 Minimum Rou h Opening Window Dimension Width 1/4" 2 7/8" Unobstructed Glass 2 7/8" 1/4" (6) (73) (73) (6) 31/4" 13/e"F(83) Insect Screen (35)1 T I Andersen' Andersen' Extension Jamb - Extension Jamb m Attachment Flange d Attachment (optional) c',S 4.— Flange(optional) 27/8"(73) J 1 Insect Screen ,��, amb amb i head — Clear width sash projection Opening Width E Sill 16 14 29/32"(379) 3 Low-E Glass 19 17 29/32"(455) 20 2029/32"(531) 3 ^ Sill Stop 23 23 29/32"(607) Low-E Glass 17h6"37 to Subtloor 26 26 29/32"(683) ( ) Dimension � 29 29 29/32"(760) 30 32 29/32"(836) FF Vertical Section Horizontal Section 31/a" 1" (83) 2 7/6" 2 7/8" (25) f (73) (73) rn 2 7/8"(73) Insect Screen � r t� Whe.d Insect Screen _ E 1� o sill E Low-E Glass v E o 0 o Low-E Glass 3 Sill Stop Jamb 1 1 am to Subtloor 3/e" Unobsb. 3 /a" j 17/W(37) Dimension 1/8"(3) (79) Glass (79) 1/6"(3) m 1/4" Window Dimension Width 1/4" (6) Minimum Rou h 0 enin (6) Vertical Section Horizontal Section Stucco Exterior Stucco Exterior ;2LX1 ® EC EOWE 63/4" 1 63/4° (171) (171)Horizontal Section Horizontal Section' DEC — 8 2023 Twin Casement Picture With Flanking Casement Building Department Town of Southold •Picture with Ranking casement windows are not available with flush fin frame. •Drip cap is required to complete window installation as shown but may not be included with the window.Use of drip cap is recommended for proper installation. •Light-colored areas are parts included with window.Dark-colored areas are additional Andersen*parts required to complete window assembly as shown. •Minimum rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Details are for illustration only and are not intended to represent product Installation methods or materials.Refer to product installation instructions at andersenwindows.com. •Dimensions in parentheses are in millimeters. 2022 100 Series Product Guide-Revision 04/2023 Page 1 of 2 I 100 SERIES CASEMENTWIN S ®®ANDERSEN" WINDOWS 8 DOORS DEC w 8 2023 Casement Window Details- Replacement Scale 1 1/2"(38)—1'-0"(305)—1:8 Building Department 3IN' Town of Southold (83) Andersen' 2 7/8" 2 7/8" Extension lamb Attachment Flange (optional) Insect Screen L 27/3"(73) `O` Insect Screen Andersen' i P Extension Jamb o head Attachment Flange(optional) Eo sill Low-E Glass cv �' Low-E Glass 3 Sill Stop Jamb 31/8" Unob.. 31/a" lamb to Su bflo "1` 1 T/16"(37) Dimension (79) Glass (79) 1/4" Window Dimension Width 1/4" (6) Minimum Rough Opening (6) Vertical Section Horizontal Section Existing Framed Opening Existing Framed Opening 31/4" (ice 2 7/8" 2 7/8" m (73) (73) 2/e"(73) Insect Screen r v V,he.� Insect Screen y ,- a` o cB sill Low-E Glass 3 Law-E Glass 3 Sill Stop to Subfloor 1 17ha"(37) Dimension Jamb 31/8" Unobsb. 31/8" jamb (79) Glass (79) Andersen'Exterior 1/4" Window Dimension Width 1/4" Sill Extender Trim (6) Existing Opening— (6) (optional) Intergal details shown on Vertical Section Horizontal Section previous page.Installation Existing Window Opening Existing Window Opening accessories are available for windows with insert and 3/8' 3Ile ' (10) (83) flush fin frames. ^ r Andersen' Interior FlatTdm 2 7/8" 2 T/s" 27/8"(73) (73) (73) — Insect Screen Insect Screen head Andersen' 2 _ Interior Flat Trim Z " e 'o sill Low-E Glass m c d Sill Stop • i 3 Law-E Glass " m 17/[8"(37) to o m o Jamb jamb Dimension 15/e" 31/8" Unabsb. 31/s" 15/e" (41) (79) Glass (79) (41) -�• 1/4" Window Dimension Width 1/4" (8) Existln Opening (8) Vertical Section Horizontal Section Existing Window Opening Existing Window Opening 'Windows with flush fin frame are available In select Southwestern states. •Ught-colored areas are parts included with window.Dark-colored areas are additional Andersen'parts required to complete window assembly as shown. •Minimum rough openings may need to he Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Details are for illustration only and are not intended to represent product installation methods or materials.Refer to product installation instructions at andersenwindows.com. •Dimensions in parentheses ate in millimeters. 2022 100 Series Product Guide-Revision 04/2023 Page 2 of 2 GENERAL SYMBOL KEY: - _ � 11 Ar?t,� W o a 3 r � Ex19nKS TO RB-0AIN r==l NEN FIMMAnON WALL ., ;. , -_ A. �ZwZma NEK K=FRAM �8 .-•E ?a �y++¢m < �"�• �¢ �� 2 w r a LL o Y°' p J�O •(� W WpJW O IX - pWmg a �� 1{� W W C O O S z as J>o z z�� c�Zaoz O W y~ 0.Z U p w O Q 2 y ul OW Q F-2' p J W H J LL Z3:Q yos�axa al z�F~WSW p ' is�Us ow Iwr-oWLW"�" ' s wx y W ZU'=..O Uy �I II +, o: � m LU PROPOSED SCREENED PATIO ® I U GRADE m EXIST. WOOD DECK 3 RISERS O 175 S.F. - Q (/) EXIST. 300D DECK p GRADE EXIST. WOOD DECK UP ' b'' m . I � 160 S.F. \ CI, /1 ' i LLcl III I'I I Z , W I 1,1 it I I , X X Lu i EXISTING 1 5TORY EXISTING 2 STORY Q > Z FRAME HOUSE IS NOT FRAME HOU5E m W uu PART OF THIS FILING Z s o W } p Ui mP 0LL J A N Q 0 a. a 0 tr a EXI5TIN6 FLOOR PLAN PROPOSED FIRST FLOOR PLAN SCALE. 1/4'= I'-0° SCALE: I/4"= I'-0° N 1 Q o W W Q Q EXIST. RIDGE HEIGHT ` rC''� � ''�� a ELEV. +15.6 ti" m. , ' -40 PROPOSED RIDGE HEIGHT ELEV. +13.8 ----------- 4 i nib Q wp�W ti \\ l o a =W It / I IT 11 11 li Y W S 0 W F W Nz SF-a. UN OUy EEXIST. FIRST FIN15HED FLOOR LEV. +2.0' BASELINE ELEV. +O.O' 4--j � m NORTHWEST ELEVATION (REAR) PROPOSED !E SCALE: 114" - P-0" () a U) 12 �4 a 22Lu ,/ Cc g LLI z LLI \ J I I W } aW\ a 0co 0 U V ,.\ji , - - , '; M NORTHWE5T ELEVATION (RIGHT 51DE) PROP05ED SOUTHWEST ELEVATION (LEFT 51DE) PROP05ED SCALE: 1/4"= I'-O" / SCALE, 1/4" = I'-0" a a -- EXIST_RIDGE HEIGHTI!$� ELEV. +15.6' `�s� J:�. ��wzm� 44t t C. mWkg33 i34 0 z¢SNWm pA a w m 14 ,nI Qx2f"O W O W Q- Z. ZO J¢U Q 03 41A © o=a¢Wf [��lY N W O O W¢ 0� \� o W m¢RFa- ¢Noaox Zwz ;gL 0 NC7N =U U O W O Q 2 N uj ¢O Z Q-W O W a 0!-¢F., i ;��LLz3a W Nos3a¢it a¢HO¢U F W wr— W— ¢ N N S S H S N G W ZUF- OU!�nn it HUQQa QS I I EX15T. FIR5T FINISHED FLOOR I ELEV. D _0 BASELINE U — ELEV. +0.0' (D m NORTHEAST ELEVATION (RIGHT SIDE) EXISTING SCALE: 1/4"= 1'-O" CD U EX15T. RIDGE HEIGHT ------- C) ELEV. +15.6 C G 12 Q 2Lu Q 0 g TA J d Z e-1 Q Q Z m LV w Z x o Q LU ¢ � LL V U) O EXIEST. FIRST FINISHED FLOOR II J N LEV. +2.0' a BASELINE ELEV. +0.0' N Q NORTHWEST ELEVATION (REAR) EXISTING o (f� w W SCALE: 1/4"= 1'-O" a a P N57'54'10"E RECEIVED on STOCKADE FENCE L.cz -0 AUG I Z, T 11 3 4 1.5 z" tE 4 M tj:J Z Z Zoning Board of Agpeals —0 rTI NZ. ww�-0 PATIO 9 GRADE o z- -,2-N 5G.FT. M- 0z OR-m ,�z z z4t --------------- -z PROJECT ZONING 12ATA- 0 EXIST�- GLEAN-OUT TAX MAP # 1000-&95-4-25 <2�.iz 2 ZONING DISTRICT R-40 NIC . m Q !�i z 8=,6 5 1.ffir z REAR YARD 5ET5ACK m I,a RECEIVED ao AU G I ZOZ� 125.0' Zoning 0 of onin Board Agpeals LOT AREA 0.4 ACRES v EX15T. HOOD DECK CofO -AS BUILT DECK 4:2011;5/'7/2021 CHIMNEY z CofO - NEW DWELLING Z-I49565;04/24/I4CII VARIANCE APPROVAL PENDING FEMA FLOOD ZONE X M.. I STORY ND. LOT COVERAGE 70 FRAM E % LOT 4-j DESCRIPTION(FOOTPRINT) AREA COVERAGE TOTAL LOT AREA 150.25.0 S.F. (a) > 4-J 25.&' EXISTING I STORY FRAME + < FRONTCONCRETE RESIDENCE 1,C155.0 S.F. 1:2.4% -jF- FORCH EXISTING HOOP DECK 450.0 S.F. .2.8% C) C EXISTING FRONT PORCH 55.0 S.F. 0.2% < lu t, PROPOSED SCREENED PATIO AT CL) GRADE 195.0 S.F. 10.1% 1 0- cl TOTAL AREA OF ALL STRUCTURES 1 2400.0 S.F. 15.4% 2: "MAXIMUM LOT COVERAGE ALLOWED - 20% < L55'FRONT YARD 5ETBA-1 REQUIRED SETBACKS - 2c[5 --MAJN-BWLD-I -----'--- REQUIRED EXIST. PROPOSED COMPLIES EXIST. FRONT YARD 55.01 55.11 55.11 YES ASPHALT DRIVEWAY 51DE YARD 10.01 .29.5' :29.5' YEE, 0 z BOTH SIDE YARL)5 25.01 (06.31 rorb.51 YES 0, 0 z REAR YARD 55.01 55.51 30h, NO -j a- LLJ > < ca z 517E LAYOUT NOTES: x LL, -j I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS Q Lu Q 0 SUBJECT TO VERIFICATION BY A LICENSED Q WATERC.) C) UZI MET R SURVEYOR. THE INFORMATION 0 0 5-75.001 REPRESENTED ON THIS SITE PLAN 15 70 THE LL cf) Lf) U) ARCHITECT'S BEST OF KNOWLEDGE. It 2.SURVEY INFORMATION WAS OBTAINED 0 fL FROM A SURVEY DATED FEE3,26,2021,AND0 PAVEMENT EDGE PREPARED BY: EL M16HAEL W.MINTO,L.S.F.C. .51 P400MVIEN LANE, ells CENTEREACH,NY, 11-720 E3 A '�r H A V E N L A N E ir,". -7761631-580-1202 Owl.17—),5- N FROF05F-D 151TE FLAN SCALE: 1" = 15'-0" 67ENERAL SYMBOL KEY: EXISTING TO REMAIN '<"' NEW FOUNDATION KAU �.,,'�� a �\'�� - ,•� ./�y w O 4 3 NEW WOOD FRAME a-,t t i•� 1 C) Ja�w4m I w o x W ti o Z 15 W Q V' /y .A 7 1 4 F Rt`L� •p � �, p xd�ln w �O� pm�"la awz¢oaoi Z ' f �Z¢=ZE O X/ ~ U (J W w4 ZOVl 2OZ114'11y I-JLL Z>i4 a z u o a a o s�UswWW al a�=ow�w In x C o w Z U H O U F U 4 4 d 4 S 151_0 II I T o U N m w f'ROF'OSED SCREENED FATIO 9 U C GRADE m L EX15T. WOOD DECK EXIST. WOOD DEGK 3 ISE S O 1-75 S.F. 430 S.F. GRADE EXIST. WOOD DEGK UP 6' 160 S.F. fil w H z W v m lZ W U z Q O -J V-1 EXISTING ISTORY / / / / EXISTING 2 STORY / J > r FRAME HOUSE IS NOT I / FRAME HOUSE / Q W Q Z PART OF THIS FILING / / ! / / m Z = O J d' !n V) 0 a 0 a EXISTING FLOOR PLAN PROPOSED FIRST FLOOR PLAN SCALE: I/4"= I'-O" SCALE: I/4"= I'-O" Eldg kept copy from ZBA N �` Fihtil revieraed documents Z6� Q ZBA gilt*`77V I ♦^ We: )5-1 1. / a)-D w W a � o a EXIST. RIDGE HEIGHT ELEV. 15.6- 3'210' PROF05ED RIDGE HEIGHT R4 o -— —-—-—-—-—-—-ELE +15Z' 0 Z z 0 of 8-Z N-ka it M,z o ai !E 0...Xm =Ow.mm< 44,<. r6EX15T.ELEV. FIR5T FIN15HED FLOOR Imp +2.0' nil L BASELINE D _0 ELEV. +0.0T 4� 0 (D M NORTHWEST ELEVATION (REAR) PROPOSED 4-j + -C SCALE: 1/4"= V-O" C) r DL" cgi'op copy from Z14] < 'Malrvie"OddoTZ!A - -7 12 (D �4 0 0 z r- O� < (n -J 'i ' —i 0- LU Z vi > LU LLJ 1 M —j Z m LU >- C) LU < J= IM 0 0 Li H -j < 0 a. 0 i Ili HI Hill 11 111111 11 ffmil Fml�NMI c`I cv NORTHEAST ELEVATION (RIGHT SIDE) PROPOSED SOUTHWEST ELEVATION (LEFT, SIDE) PROPOSED SCALE: 114" = 1'-0" SCALE, 1/4"= V-O" w o (L ------- EXIST_-- HEIGHT �.�U' ELEV. _— — 12 ( o 14 '4---t r iY�• :� �' o�3 W W� ¢zWJo4 ' r) �E� osax-w lJ who°Wo owm�^_a a xw000= a axzZ F CZ7 u'¢p 46 O �w i I KOZ�QYw N Q [47 4 d I I I H 2=F Q K N W w U12xr2� II II III III 11 ! H04 6 4 4 wmm< f1 4 2 EXIST. FIRST FINISHED FLOOR ELEV. +2.0'� CD fill Ill1111ll ' ` 1 11 ! IIIIIIII :D 7C) BASELINE H--j — ELEV. +O.O' (D _N m NORTHEAST ELEVATION (RIGHT SIDE) EXISTING -C + Q U EXIST. RIDGE HEIGHT ------- _ _ _ _ 0 ELEV. +15b' — 12 w � J O W ri I i ! III 0 � I I mW WZ W } I { I g p opy from ZBa � I I i i 1 Bid De Pt c U it m P Final revie'r,ttd docurnerttS o ZBA F;fe# 7-7 6_l o U O 0 rate: a ZZ vLO �i EXIST. FIRST FINISHED FLOOR a _ to ELEV. +20 -------�` I a I ( 1 a i ll li 11 11 II I , 11 1111 1i II " 11 li BASELINE IRV ELEV. +O.O' N ; Qai NORTHWEST ELEVATION (REAR) EXISTING w w SOALE� 1/4"= 1'-0" o a E C E V K04 NO. I r RIWL-�37JAZ MM D:/FAB 06/2011 DEC - 8 2023 MgDEL£ N' SERIAL 40. 1 OUTDOOR USE/ Building Department No DE StRIE �14o 51116100 USAGE EXTtRIU Town of Southold VOLTS 812-W PHASE. 1 HERTZ 60 COMPRESSOR/,,- CfS R.L.A. 17.9/17.9 L.R.A. 112 WTDOO-FM MOTOR/ EUR VENTIL. EXT. fjL.A.' 1.2 HP. 1/5 MIN. SUPPLY CIRCUIT AMPACI / If COURANT ADMISSBLE WALIM. 1N. 24/24 AMP MAX. FUSE OR CKT. BRK. ji*/ CAL�"� 40/40 AMP MIN. FUSE OR CKT BAK. S 30/30 AMP CAL. MIN. DE FUSIBLE/DI DESIGN PRESSURE HIGH/ 47 IG/3275 kPa PRE SSI ON NOMI HALE HAUTE DESIGN PRESSURE LOW 2% Ps1G/1724 kPs PRESSION W4I HALE BASE OUTDOOR UNITS FACTORY CHARGE/ 106 oz/3005g R410A CHAa US1NE W UNITES! EXT. TOTAL SYSTEM CH"E CHARGE TOTALE SYSTb( R4 jcu► SEE IHSTRUaTMS TVISIOU ACCESS PANEL. VOIR INSTRUCTIONS DAIS LE PANNEAU Q'ACC(S RHE EM MNW)FACTUR I NG 40WANY FORT SMITH, ARKANSAS 14 MEMBLED IN 4XICO +}KR TYPE Ift# EM F U.S.A.! 92-2iaU5(f` I DISJXCTEUR DIFF64ffIEL D CC oWE DEC - 8 2023 Building nepartment Town Of Southold RHEEM MANUFACTURING COMPANY Acondi ci onador de Ai re Cerntral Model o : RANL--037JAZ Tension Nominal : - 2081230 V Fases : 1 . Frecuenci a : 60 1_1 Corr i elite Nominal : 24124 A Requi core T 'i erra l s -i ca HECHO EN ME X : , .O Leer Manual de Instalacion y - I'dCiOn Anexo 92-22050-20-01 e5u�� 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE `` �,� W Z O W O N ® PROPOSED 2ND STORY � J L W F- O Z _1 = I Ln ir O O O O O a. Lo Er Z DWELLING O DWELLING DWELLING ,j + .M . F A D E <E : Q w e a J co 125.0 =0®� .®® PROJECT LOCATION & SCOPE O .. ., _,. � at ZOO SITE PLAN & ZONING DATA -�j� ') P d: - .• ""max„ "tm•.-}....a: ..T." L ' . V STOCKADE FENCE I f ,-' • . GENERAL NOTES LL w cC ` Lo r-I p SUBJECT PROPERTY .. R , ENERGY TABLE r _ LA STRUCTURAL DESIGN CHARTS O M ;v (5=005,OQ HOLDOWN, ANCHOR BOLT, m� I ��„ r' STRAPPING, & NAILING DETAILS w 4 FASTENING SCHEDULE FRAMING GRAPHICS PROPOSED BEAM CONNECTION PATTERNS = �� SCREENED _ ,, . > 0 J I' PATIO © GRADE ( .R = �� FIREBLOCKING DETAILS m 1 s N /15.0 '` _ ® � .®® PROPOSED DEMOLITION PLANS 4N •, � R PROPOSED FOUNDATION PLAN 3�' REAR YARD 5�T{3AGK - r- - > DECK O O I LOCATION MAP � / SCALE: NTS 3 CHIMNEY �/ � PROPOSED FIRST FLOOR PLAN PROPOSED ROOF PLAN FROJEC7 S�OFE I I lu ,®® PROPOSED EXTERIOR ELEVATIONS I STORY FRAME RESIDENCE I - FROPOSED SCREENED IN FORGH AT THE REAR OF HOME �n A=202 ,00 PROPOSED EXTERIOR ELEVATIONS z - FRO J E C T DATA : BUILDING SECTIONS -� 8.6 I pDESIGN DETAILS FRONT ' v QI m PORCH CONCRETE rn I --- U� r PROJEf•T / ZON I NO DATA r - - ---- - z TAX MAP # -- - - � - 100088-4-25 0 ZONING DISTRICT R-40 N/C APPROVED AS NOTED II � >In I 0.4 ACRES DATE�a a�- 3 el,P 8.O-D � � N LOT P4�A o FEE .� BY: GofO -AS BUILT DECK 42011; 5P7/2021 NOTIFY BUILDING DEPARTMENTAT - - - 631-765-1802 8AM TO 4PM FOR THE GofO -NEW DWELLING Z-IQ865; 04/24/19a1 FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED 26.3' I VARIANCE APPROVAL 0-MOa; 12/20/22 FOR POURED CONCRETE W 35' FRONT YARD S�TE3AGK 2q.5 - - w - - 2. ROUGH-FRAMING&PLUMBING } 3. INSULATION 0 4. FINAL-CONSTRUCTION MUST - Q BE COMPLETE FOR C.O. W II J I ALL CONSTRUCTION SHALL MEET THE _ d REQUIREMENTS OF THE CODES OF NEW LOT COVERAGE YORK STATE. NOT RESPONSIBLE FOR u.i - - - DESIGN OR CONSTRUCTION ERRORS o d DESCRIPTION (FOOTPRINT) AREA COVERAGE PROJECT: m I TOTAL LOT AREA 15A25.0 S.F. OCCUPANCY OR EXISTING I STORY FRAME USE IS UNLAWFUL CAR BALLAL RESIDENCE I,a53.0 S.F. 12.4% _ WITHOUT CERTIFICATE SCREENED PORCH � � EXISTING DECK 430.0 S.F. 2.83b rIC�1TE O I I EXISTING FRONT PORCH 55.0 S.F. 0.230 �✓F OCCUPANCY V C WATER PROPOSED SCREENED PATIO AT z METER GRADE 195.0 S.F. 10.1% 450 BAY HEAVEN LANE TOTAL AREA OF ALL STRUCTURES 2548.0 S.F. 15.53b � _ cac�IPLv'WITH ALL BODES OF SOUTHOLD, NY, 11971 53�°54'10"W 125.0' "MAXIMUM LOT COVERAGE ALLOWED - 20% NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DRAWING TITLE: , 9 SOMOLDTOVINZ9A PROJECT LOCATION & SCOPE REQUIRED SETBACKS - MAIN BUILDING -_ _ SOUTFlO�OT01t.1JPlANN(aeOE"�e' SITE PLAN &ZONING DATA \ / '� I � I ,�/� REQUIRED EXIST. PROPOSED COMPLIES SOUTHOLOTOt"�;JTRUSTEES E3 A H A l� E I � L A I � c� _ _-_ _-- .._„_ N.Y.S.DEC FRONT YARD 55.0' 55.1' 0.0' YES PAGE: 51DE YARD 10.0' 2a.5' 0.0' YES BOTH SIDE YARDS 25.0' 66.5' 0.0' YES TRI.�SS PLACARDING REQUIRL=.1D G-001m00 VREAR YARD (SEE VARIANCE 55.0' 55.5' 0.0' NO APPROVAL) RETAIN STORM WATER RUNOFF DATE: 01/20/23 1 OF 8 PURSUANT TO CHAPTER 236 OF THE TOWN CODE. SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECT'S 51TE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN IS TO THE - ED ACh, ARCHITECT'S BEST OF KNOWLEDGE. C .!'"'";"'"""""• ` 5 �" 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED FEB, 26, 2021, AND - PREPARED BY: O MIGHAEL W. MINTO, L.5.P.0. 8-7 WOODVIEW LANE, { I rn Q��r� p�- b31y 580-IA202 NY, 11120 L; ',._,1 r ,. � O F N L, 7= A [ c.�23 cc AL S 1 TE FLAN SCALE: 1° = lo'-o° ya ♦A '• Y n�'r N 1i WOOD FRAMING MATERIAL STANDARDS CARPENTRY FOUNDATION, CONCRETE, AND MASONRY \ / NOTES 5F'EGi I GATI ONS I. ALL LUMBER SHALL BE DOU&LAS FIR LARCH #2 a BETTER (Fb = 515) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ABBRE Y I AT I ONS Q OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE _ . IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT SINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF - Q V T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND F_OOR5 ARE TAKEN INTO ACCOUNT. f BD. BOARD INSUL. INSULATION o H d) SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS FRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. A&ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR W D N SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO J � GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BLD6. BUILDING �- KIPS (1000 LBS) " I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS 1 Q w 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED -- = z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. [MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERA_ CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM H. MEGHANIGAL OJ = Z , SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING �� PANELS - - ' b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I�, TIER OF FRAMING 15 IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM II- Lf) AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ir Q O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 C) Q Q 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - --- -_- L OF THE OWNER/BUILDER ?. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS NINS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED COL. COLUMN NYG Bo (NEW YORK CITY BUILDING CODE WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. - m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TD BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHALL BE CLARIFIED WITH THE ARC:HITEGT/EN6INEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR GONT. CONTINUOUS O.G. LON CENTER `] 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-005. _ Q WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBE. DOUBLE OGG. OCCUPANCY P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 - - -- - Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P.S.I., U.ON. DFE DESIGN FLOOD ELEVATION I PBFE PRELIMINARY BASE FLOOD ELEVATION Q W 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - II. GONG. SLABS TO REST DN MIN. OF b' FINE GRAVEL OR SAND WITH DIM. DIMENSION P. GONG. POURED CONCRETE _ OO UNLESS APPROVED BY THE ARGHITECT/EN&INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE 6-003. GENERALLY,SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 190.1 STRUCTURAL GLUED LAMINATED -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER - - -- J BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN D.J. DECK JOISTS [PL. , PLATE �� Z � (fl 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. _ APPLICABLE. WOOD ]-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 J 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL GORES. EA. EACH PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - -- z � � 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (I) WALL TIE PER (5) 50. FT. ELEV. ELEVATION P.T. - PRESSURE TREATED z r� DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL - 10. OWNER/$UILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. [EQUIPMENT REO'D � REQUIRED w J N LL CERTIFICATES, CERT. OF OCCUPANOY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. ___ MAX. 32-O" O.G., TO DIRE,T ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXIST EXISTING RI RISER I � _ Lo I5. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. [EXIST. I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. EXT. EXTERIOR RM. ROOM Q Q PERMISSION FROM THE ARCHITECT. ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. LROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 8'-O" AND AT EVERY V-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UN-E5S APPROVED BY ARCHITECT/EN&INEER. NO - RESPONSIBLE FOR DE516N INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. 1 STEEL 15. TOP PLATES TO BE DOUBLED 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED AND LAPPED AT CORNERS, SEE ALSO PAGE -- - W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I-1. NO ADDITIVES SHALL 3E PLACED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT G-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED . TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND U RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS W BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND 57RAPPIN6 ADDRESSED ON PA6E5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I -- la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A F.J. FLOOR JOISTS THK. THICK ~ U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. J I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM -- GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, A5TVLSI NS SPECIFICATION FOR GYPSUM LATH, OR UM G-i9 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS I THE FOOTING. ALL 4" THICK FOUND. FOUNDATION T.O.W. TOP OF WALL � V 'J AND ORDINANCES. FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONCRETE SLABS TO HAVE bxb 10/ID WELDED WIRE REINFORGINC. --- -- I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER I.-I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 0-003. AS IN SOLID SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IV' WIDE x 8" FR. FRAME COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3'-0" BELOW GRADE. � TYP• TYPICAL . I-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN FRPR. FIREPROOF; W ANSI/AHA AL356 HARDBOARD SIDING. UNLESS ACCORDANCE w/ AWPA C22 HEREDRILLIN6 AND/OR GUTTING OCCURS, FIELD INSULATION U.O.N. OTHERWISE NOTED ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I.8 STR FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.UCTURAL PANELS: I AGAINST ALL CLAIMS, DAMAGES, L.055E5 AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHEN�TE WHICH SHALL CONTAIN 2% COPPER I. ALL EXTERIOR WALLS AID ROOFS SHALL BE INSULATED WITH FOIL FACED FT6. FOOTING VERT. �l VERTICAL METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD -- ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FOIL TO BE PLACED TOWARD WARM SIDE. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND H.D. HOLD DOWN f WITH MANUFACTURER SUCH A5: HANGERS, N><ILS, SCREWS, FLASHING, ANCHOR BOLTS, 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION INJURY TO OR DESTRUCTION OF TA.NOIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LED& BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ITSELF INCLUDING THE L055 OR USE R.ESULTIN& THEREFROM). (6) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE To REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO DAMAGE lf ( WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE FOUNDATION STRUCTURAL- USE PANELS, APPLICABLE CODE HDR II HEADER 11 WD. WOOD FOUNDATION WATERPROOFING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) 0,NOTES EITHER OF THE FOLLOWING: HN6R HANGER ZR ZONING RESOLUTION A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM 3. GENERALLY,UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: BE LIABLE REGARDLESS UN WHETHER OR NOT IT IS CAUSED IN PART BY A B. GEORGIA PACIFIC, 2.OE &-P LAN 1.8.2. ORIENTED-STRAND BOARD (OSB), STRUCTURAL ORIENTED-STRAND - 9" R-30 FOR FLAT CEILINGS HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD O I IONS OF U.S. USED IN STRUCTURAL IONS SHALL MEET - 5.25"R-30G FOR VAULTED AND CATHEDRAL GEILIN65 A. TRUSS JOIST MGMILLIAN 2.OE PAFALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - 3.5"R-13 FOR 2"x4" WALL CONSTRUCTION lb. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT - 5.25' R-21 FOR 2"xb" WALL CONSTRUCTION BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPED s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. - 5.25' R-21 FOR FLOORS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR STANDAYSTEMSRDS SHALL BE IN A'..CORDANGE WITH ILDI WOOD APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, O GOVERNING BUILDING CODE, 1.&.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOU7 WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY AUTHORIZATION OF THE ARCHITECT/ENGINEER. CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS T NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS THE SPAN SHALL NOT EEDONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC EXCEED DEPTH. INHERE THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 6205 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE d R.ELOCATE AS REQUIRED ALL EXISTING WORK IN DIAMETER ONE-FORTH ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENTS OF U.S. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 22. PROVIDE FIREBLOCKIN& AS PE'-R NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5"TO THE EDGE OF THE STUD. REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE 5AME GROSS-SECTION. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 0-005 d 6-004.THE FA5TENIN& SCHEDULE 2.2•I. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 5OUARE AND I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTE:NIN& N NEW YORK STATE PROPERTY MAINTENANCE CODE, AN;) 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2• LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ w STATE ENERGY CONSERVATION CONSTRUCTION GORE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME BI8 2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.5. TRUS5 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, (AFdPA) AMERIGAN WOOD COUNCIL (AWC). TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2" (P ANCHOR BOLTS(4" LONG EXPANSION BOLTS PLUMBING CODE. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE R STRAPPING SIZE AND GAGE AREESPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, w 4. ALL MECHANICAL WORK SHALL. CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IV' GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q MECHANICAL CODE AND 2020 NE'.W YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TING,U.O.N.). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S TABLE R501.1 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 6 ANCHOR BOLTS, ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - - PROJECT: CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4"BENT PLATE W LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66-1 STANDARD GROUND SNOW LOAD 25 LB5 w/6" RISE b w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. ALLOWABLE CARBALLAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: ASPHALT ROOFING 5HINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE SCREENED PORCH ADAPTED FROM STANDARD FOR HURRICANE RESISTAN7 RESIDENTIAL I AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - CONSTRUCTION;5STD 10-99 AND 2015 5BC HIGH WIND EDITION WOOD FRAME . ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREAT>=R THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION SHINGLES OR APPROVED EQUAL. L/I80 W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2,2.1. SCREWS: 5-CREWS SHALL COMPLY WITH ANSI/ASME B 0.6.1 SEISMIC DESIGN CATEGORY B _ FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES). AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL INTERIOR WALLS d PARTITIONS H/I80 WEATHERING SEVERE 450 BAY HEAVEN LANE 2. APPROVED CONNECTORS, ANGf TORS AND OTHER FASTENING DEVICES NOT LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. GLASS WINDOW5 AND DOORS INCLUDED IN THE STANDARD BUILDING CODE, SECTION 230b OF IBC SHALL I. ALL GLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. FLOORS d PLASTERED GEILIN65 L/360 3'-O" SOUTHOLD NY BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3• PROVIDE FLASHING NECESSARY FOR FROST LINE DEPTH WATER T16HT AND WEATHERPROOF , 11971 3. METAL PLATES,CONNECTORS,SCREWS, BOLTS AND NAILS EXPOSED CONSTRUCTION. 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ALL OTHER STRUCTURAL MEMBERS L/240 CLEARANCES ARE PROVIDED. TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR: SUBJECT TO SALT CORROSION IN COASTAL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SPECIFICATIONS. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - - - WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. UNLESS OTHERWISE NOTED. -- - SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE AND AT LEAST ONE 571,1D AT EACH SIDE OF OPENING. PERMITTED MANUFACTURER'S SPECIFICATIONS. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 7• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE RAFTERS EXCEPT WHERE COLLAR TIES OF 1'xb" OR 2N4" LUMBER 15 2:12 PITCHES TO 4:I2 PITCHES ENERGY CONSERVATION CONSTRUCTION CODE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RATTERS' 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 6. PROVIDE FLASHING PANS UNDER ALL SLIDING &LASS DOORS, WINDOWS,OR 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. THE SEALANT TO UPLIFT FORGES USING ASTM D b38I. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. STRUCTURAL DESIGN LOADS PAGE: '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48' AND EVERY GYPSUM WALL BOARD -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL G-002mOO 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. USE LIVE LOAD DEAD LOAD IV' WITHIN 4' OF EXTERIOR CORNERS. COMPOUND METHOD. b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LASS 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 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 CEILING, UNLESS OF J" AND 3"x3"xj" W OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DEEMED APPLICABLE. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE p p DATE: 01 20 2 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -i" IN CONCRETE/MASONRY CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3 2 OF 8 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 3. 5/8", ONE HOUR RATED, TYPE 1XI GYPSUM BOARD ON CEILING AND WALLS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE PASSAN&ER VEHICLE 6ARAOE5 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDIN6 4' ON CENTER. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE51ON PRESSURE, - IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 429 10 psf 15 sf SITE WORK EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL REQUIREMENTS. p p 1. STAKEOUT 15 TO BE PERFORMED 13Y A LICENSED SURVEYOR CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EDOE-5 SHALL BE TEMPERED GLASS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS r RECEIVE CLARIFICATION FROM ARC:HITEGT/ENGINEER PRIOR TO PROCEEDING. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. R II. EXTERIOR 6LA.ZIN6 SHALL BE PROTECTED FROM WINDSORNE DEBRIS. .`� C�f 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 5• METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE SLEEPING ROOMS 30 psf 15 sf STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING M1551LE TEST OF A5TM EI996 AND ASTM EI88(b AS MODIFIED BY 2020 NYS BG p p SITE. STOCKPILE ALL EXCAVATED MATERIALS. ALL OPENINGS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR STAIRS 40 psf 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. 15 psf r 1` t 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ANSI/DASMA 115. � ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE GUARDRAILS AND HANDRAILS 200 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH Psf 15 p sf A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN v SHALL (p 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 12 sf FOR ATTIC 03741D ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf I5 psf FOR LATH. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS OF 14 - PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ON THE BUILDING. ASGE 7-I6 (MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) Y`4 I OLaD® D TA I�S T)"F I GAL NA I L= I NOBS TRAfP I NO 'RI E�IVCU I REMENTS FOR Ff�STENINC SGHEDULE Q ' v ALL HARDWARE TO BE INSTALLED AS PER MANU. SPECS;MANUFACTURER U F L= I F T, S H E A R, LATERAL I D RE S I S TA I`t G E NOTE: THI5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p ~ p SUBSTITUTIONS MAY BE MADE WHEN LOAD GAPAGITIE, ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, uj Z O AND ROUGH OPENING FRAMING REQUIREMENTS) W =3 N ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE _i w rl *USE IOd NAILS IF STRAPPINO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q W >_ DESCRIPTION FASTENER SPEC. [:��FA5TEENER �HOEDOWN 'A' HOEDOWN 'B' OCONNECTION A NAILsII O CRID AND QUANTITY ING J = Z FOR NEW 4 EXIST. J ~ J FOUNDATIONS ROOF GE I L I NO FRAM I NO LA I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd -- (3) O COMMON NAIL w/o PREBORED HOLES. 0 ' O O ENDWALL ENDi"ALL 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER a Ln cr (3) 2x FULL (3) 2x Fl_I CORNER STUD AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE OF,�►2 d BTR. IN DRY USE �- d' 00 HEIGHT STUD\ CORNER STUD HEIGHT STID ONNECTED TO CONNECTION: R.R. :2 iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST Z ONNEGTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR CIE �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER FACE-NAIL) SEE PAGE G-003 EACH LAP = p "SIMPSON" HDQb i 3 8 d COMMON HOLES,SET NEw MEMBER. ( F� FOR STRAP - . � � HOLDOWN ANCHOR® 2-Ibd COMMON Z W 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. 8 NAILS ® EA. END OF STRAP. • 0 • 0 • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN&JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q J NAILS ® 6' O.G. 4 ON PLANS 10" O.G. IF BLOCKED • O" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:I2 WITH ?� 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO CORNER POST C.J G.TIES TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE J 00 ROOF SPANS OF 24 OR GREATER, GE 6-003 PER TIE GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PA USE 4 8 d COMMON NAILS "SIMPSON" HDQS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY Z 0) HOLDOWN ANCHOR® EA. END OF STRAP FOR SECTION 12.4-PLACEMENT OF NAILS E SPIKES # TABLE ROOF GR 4-I. BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END J r"� Z LOCATIONS NOTED � SLOPES OF 5:12 AND GREATER. RIM 4° B 4 BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END � � ,ON PLANS CONNECTION BI B2 m Z N AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO LL W C4 HOEDOWN INSTALLATION OPTONS: CONNECTION: ri - FOR NEW P. GONG. FOUNG's " o FOR STRAP - � a d COMMON NAILS TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT 0 J O HOEDOWN CAST IN PAGE w/ /8"m THREADED ROD � EA. END OF STRAP: TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s . . sm WHEN IN TOWN OF ISLIP OR NAILING i 7/5"-P THREADED ROC(PRE-DRILLED) EMBEDDED 12" INTO MOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSQ4" SET(HIGH STRENGTH EPDXY MAX. NAILING GRID ABOVE UTILIZE r • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. LHEADADHESIVE), d FOR TENP.'s O°F-40°F USE "SIMPSON" AT 51'-IPSON # H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) ER TO HEADER (FACE-NAIL) Ibd COMMON IV' O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW C.M.U. (CON'�BLOG TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD W FILL TOP 2 COURSES SOJD d CAST IN PLACE HOLDOWN USE SAME w/7/9>"(P THREADED ROD CONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT V RAISED G.LI (WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) _ J HOEDOWN 'G HOEDOWN 'D APPLICABLE) FOUR EA PLATE TO STUD ABOVE 4 OR BELOW _ U J _16_d COMMON NAILS FOR G.J. TO G.J. - G 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED CONNEGTI ON Cl C2 J015T TO SILL, TOP PLATE or ORDER (TOE-NAIL) 4-bd COMMON PER JOIST FOUNDATION ® ONE STORY ONLY • (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO AT STUD TO FLOOR ASSEMBLY BLOCKING TO J015T (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR BLOCKING TO SILL or "SIMPSON"AN HDQS (3) 2x FULL • �j2 TO STUD CONNECTION: TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR® _ 2-Ibd COMMON • HEIGHT STUD 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS® 6" O.G, d ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST Yo NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER, JOIST ° al; FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G WCN ° BELOW - 2 16 d COMMON NAILS NAILS ® O. . BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER, JOIST F� " n BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER, FOOT • • ° 4 • ROOF SHEATHING STRUCTURAL PANELS: SOLID° INTERIOR ZONE 6d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST 14RJ CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE s bd COMMON 6" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. FOR NEW P. GONG. NPL UP TO q" RAKE OVERHANG -~"' HOEDOWN CASTT IN PLACE w/7/8"V THREADED ROD • FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO 7/b"-P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMP5ON" SET(HIGH STRENGTH EPDXY 1/2" MIN. GYPSUM WALLBOARD 5d COOLERS ?" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S O"F-40"F USE "SIMPSON" AT FROM ° FOR STRAP- 3 8 d COMMON NAILS ® EA. - (HIGH STRENGTH ACRYLIC ADHESIVE) ° END OF STRAP (WRAP STRAP UNDER SILL PL.) i I OSPECIFIIEED ON D I ° WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN T P. FOUND. NOTE o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - _ w/7/b"O THREADED ROD _2 _•I6_ d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION W/ # LPT4 SIMPSON (OR I STRAP w/(3) IN- 6d NAILS o EA.END NAIL= I NIO/STRAFF I NC @ W I NDOVal/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES EA EO STRAP TO LLI 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 SIMPSON H25A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF 6d NAILS® EA. END OF STRAPPING(2015 WFGM,TABLE 3.7,P. IBq) CONNECTION E I" or LESS: 8d COMMON b" EDGE / 12" FIELD > B - NUMBER OF SILL STUDS-0ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.23B,P. 2ql) GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.236,P. 2q2; • -- • ALTERNATE AS PER TABLE 3.230,P. 2q3) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2015 WFGM,TABLE 3.7,P. Ibq) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 26b) PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5.5,P. IqI) 4 " "4 SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 4 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E— ° FOR STRAP - 3 S d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL) ° - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH CARBALLAL FASTENING SGHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OFENIN05 ° 4° 4 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. SCREENED PORCH (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201& EDITION) '"--.,.� _2 d_ _I6_ COMMON NAILS A NOTATION ROUGH A B G D E F G OPNG 450 BAY HEAVEN LANE 2'-0" 2 I I I I I SOUTHOLD, NY, 11971 4'-0" 4 ► 2 2 2 2 SPL" I ri I NO OF TOF PLATE GABLE ENDWALL * - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. 6'-O" r✓- I 3 3 3 3 BRAG I NO/STRAPPING DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) FOR RAKES 12"OR TOP PLATE - BLOCKING 2 HOEDOWN, ANCHOR BOLT, IDE _1 2 5 4 4 4 }— SPLICE --{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOGKILN6 0 1�2'VO.0 STRAPPING & NAILING DETAILS �TM ( FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES 640 - 4'-0" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY 5LAB ON GRADE ROOF FASTENING SCHEDULE 1 ; BUILDING MINIMUM 5PLIGE'",4 BUILDING MINIMUM 5PLIGE`",4 DIMENSION (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT) TYP.STRAP w/(5) PAGE: Sd NAILS EA. END 12'-0" 3'-O" OF EA. STRAP J� }��/� J� }� ATTIC G-003mOO A I �l�/�®R B�L�T �� I � I �l"°``,�I ®I�l� I6'-O" 3'-O"/3'-q" I6'-O" 4'-O" y i 20'-0" 4'-0",5'-0" 20'-O" BLOCKING 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A 4 3.2B, P. I5-7-160) BACK® 4'-0" O.C. CORNER 34" _ 24'-0" 4-0"/5-0 24-o' b'-o° DATE: 01/20/23 3 OF 8 CONDITION FOR ALL STRUCTURES: 5/,5"-P ANCHOR BOLTS 0 39" O.G. 28'-O" • 32'-O" 6'-O"/`i'-6" 32'-O" 8'-O" %v SECOND FLOOR 1-- - NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE �FtED ARC „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-O" 40'-O" II'-O" I. MIN. 'I" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS " END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. (, r1 t� N EXPOSURE gSPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-01. I3'-O" V/ CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL TYP.STRAP w/(5) I �' �,o ry TOP TWO COURSES SOLID bd NAILS EA. END t r 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 121-0"/i5'-0" bO'-O" Ib'-O" OF EA. STRAP p 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT _ 'k LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNS FOR SHEARWALLS „ FIRST FLOOR y PLAN DIAGRAM OF Z01VE5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O' 14-O 70'-O Iq-O' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3 FANCHOR ROM ENDS BOLTS AND RE TO (TWO ® CORNERS) (AD�L 80'-O" I6'-0' 80'-O" 22'-0"NALLY,ROUND UP TO THE NEAREST FOOT): 9� 03740'5 40 1' ' cl' (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOGKIN&2 BAYS 4F I'llG" II'WALL- 1.315 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE W HOLDOWN LOCATIONS 12 WALL- 1.5 FOR 10'-0"KALE 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS GONTI NUOUS BUILT-UP C I RDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A F I REBLOOK I NO FOR FLATFORM HOOD FRAM I NO �- �' WOfZKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER kc. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) w z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: a I/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION W = m N DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES vi MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. �j � NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12"oc. P THE SPAN LENGTH FROM AN INTERMEDIATE Q W 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Z STUDS STUD B (5)Rows 1oa NAILS o 12•o.c. SUPPORT.NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR (2)ROWS 1/2" m BOLTS o 12.O.G.STA6t5ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE ,y Z SUE" G DBL.o ENDS SOLE PLATE \ f - — - BUILT UP GIRDER P MAX.32" J TWO-PIECE PLATE SERVE AS FIRESTOPPING. _! _ D (2)ROWS I/2• A BOLTS o 161 O.C. NAILING: � Ln Y TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE LE PLATE JOIST SERVES AS FIRESTOPPING. 0 ' O O E (z)Rows I/2" O BOLTS o 24'o.c. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O O BETYN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE _ 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING a Ln (2)Rows 5-5/6"TRussLocK 5GREW5• 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL F OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH - I Z S (2)ROWS 5-5/6"TRLI55LOGK SCREWS O 16"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH I 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(I)SIDE OF MEMBER / JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 0 (2)ROWS 5-5/8"TRUSSLOGK SCREWS o 24'O.C. P BETWEEN VAIL5 IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. JOIST SCREWED ON(I)SIDE OF MEMBER Z -PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W MAXIMUM OFFSET SC ROWS 5"TBOTH 51 K SCREWS o 12"O.G. J BUILT UP GIRDER Max.52° THREE-PIECE GIRDER5 ARE TO BE NAILED w/ 20d Q JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER q 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS -J - . MATCHED 51ZE OF BL_OGKING (2)ROWS 5"TRU55LOGK SCREWS o Ib"O.G. NAILS ON EA. SIDE W TWO NEAR EA. END OF EA. 4 SERVE AS FIRESTOPPING j 00 UNDER NON-LOAD E3EARIN FIRESTOPPINO AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 32" D.G. BLOCKING STU OTHERS STAGGERED W A DISTANCE OF NOT MORE / 3 5. THE HEADER SERVES AS FIRE-STOPPING. O (2)ROW5 5"TRUSSLOGK 5GREW5 a 24"O.G. BETWEEN 1/b „ Z DOUBLE PLATE L `BREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. J �'f � 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y r I O FOUR-PIECE GIVERS ARE TO BE A55EMLED AS O - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRACING NG NOTE: STRINGER TO SERVE AS FIRESTOPPING. Q Z Rt GANTILE\/ERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED -- ri GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CV a CONNECTION PATTERN'e'WHEN 10"OR LAIRSER ¢ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- _j c� TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 �. APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL uj (D OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDER5 ARE TO BE SECURELY ANCHORED TO \� I HELD IN PLACE H METAL LATH OR WIRE FABRIC. SUCH I` � LS) SUBFLOOR LE PLATE 2'x4"CONTINUOUS E"°`B�END MASONRY PIERS, NAILED TO WOOD POSTS OR THE L SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q LATERAL BRACE O V O.G. TOSS BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING E SEALED E PLASTER ON THE CEILING J O SAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL J� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON 10) ad N A I L I N G F A T T E R N S FOR SIDE LOADED B E A}�M S (I of • FLUSH B E A M S) -LOCATIONS REOUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE W � NAILS AS FIRESTOPPING. FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR 51DE-LOADED, sroPP1N6 STOPPING FIRE- ING STO PINS SOLE MULTIPLE-PIECE MEMBERS Eu JOIST • 5d COOLER NAILS o 10"O.G. NAILED' BOLTED' I I V VERTICAL BLOCKING w/ BLOCK NAILED TO EA.BRACE 2 ROWS Iba 5 ROWS 16d 2 ROV6)5' 2 ROV6V 2 ROWS)4• V J w/(4) lOd NAILS COMMON COMMON BOLTS O 24' BOLTS BOLTS FIRESTOPPIN6 WHEN O 12"of-.* O 12.O.G., O.G.5TA6E RE0� O 12'O.G. O WOO COVERING IS APPLIED STUD 20 ga.STRAP _ TO UNDERSIDE OF Q GYPSUM BOARD TWO ROWS 12'O.G. THREE ROWS 12"O.G. JOISTS DOUBLE PLATE . llo)ea NAIL BEAM SELECTION w/ STD. NAILING a o 0 0 0 o LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS o 10"O.G. JOIST SHALL BE ;LOCATED DIRECTLY !MOTE: ENDWALL 5 AS NOTED IN NOTES l $ 15TIBLE ALTERNATE ALT.FOR USE OF DRYWALL SCREWS s FIRESTOPPIN6 LOCATION OVER STUD5,UNLESS TOP PLATE IS 4"a EDSE/12"a FIELD FULLY BLOCKED 50LE OF 61RDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 5GREW5#b - 14 TYPE W OR S FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24'O.G.STA65ERED Two ROWS b'O.C. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL / THICKNESS OF THE MEMBER USE WA_�+HEI UNDER HEAD AND NUT. O 0 0 O O O O O O O O\Y ERLA I D ROOF 5.sTA66ER EACH ROW OF FASTENERS BY 12'. ATTACHMENT @ \/ALLEY 11 lllllilllu, h 2"SPACE NOT \ 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. �i 170 BE FILLED � © NONCOMBUSTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 II'�Ii'' � \ APPROX.I INCH THICK BOTH 51DE OF THE MEMBER � IN 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED �\ FOR 4"O.G.NAIL SPACING. LOCATION 7 ,\ STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRE5TOPPINS, .\ STRAPPING w/ LOCATION 9 1 4 8d NAILS T•2 ROWS aR Ibd COMMON NAILS(12.O.GJ FOR DEPhS 12'OR LE55 LOCATION 8 ® LOCATION 10 EA.END o R.R. b.5 ROWS OF Ibd COMMON NAILS(12'O.GJ FOR DEPTHS OF I4•,I6"t Ib•. FULL WIDTH 2"x BLOCKIN - O W iz to C.,ONSTRUOTI ON DETAILS N I ND LOAD f=A TH OONNEOT I ON DETAILS TOP F�_ATE DRILL 2"40 INTO ROOF DECK FOR STRAPPIN6INSTIL. NOT TO SCALE INTERSECTION DETAIL XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod 4,ONTINJOJ5 LOWER TOE NAIDEV NOTED CONT.E3LOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW a EX. R.R.AS SHOWN KING STUDS � PLAN VIEW NOTROOF, 1MI INL a I H� WOOD JOIST -O WOOD JO I S CRIPPLE STUD I�\ - fl BLOGKI NG JOIST HANGER HEADER . : z GENERAL REOU I REMENTS FOR GENERAL REQUIREMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER O ?. WOOD GIRDER JACK STUDS WOOD JOIST -0IN MEMBER 4' W JOIST FRAMING O\/ER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION 0 I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: vIAM.x 5 APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE ARBALLAL A MIN. OF (3) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THI5 APPLICATION,SHALL SE AT LEAST SCREENED PORCH SIX TIMES THE DIAM. OF THE NAIL RAFTER -� 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN& JOIST WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. SUB FLOOR 450 BAY HEAVEN LANE _ DOUBLE JOIST TOP PLATE SOUTHOLD, NY, 11971 � DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION PAGE: Jul I ND RESISTANT OONSTRUOT I ON OONNEOTORS CONNECTION LOCATION: PART NUMBER: NOTES: G-004m00 RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 01/20/23 4 OF 8 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD FtEDARCy� HEADER-TO-JAGK STUD C520 @ 1211 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDENALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE A 037 44 04 (USE KITH 5" SQUARE MASHERS) 9T�0 t4��J-1 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5"'MBOL <EN' � O Q U --{{ DEMOLISHED NEW PARTIAL HEIGHT EXISTING TO BE D 0 — —I WOOD FRAME (L.S. 5TL. O WHEN APPLIGABL_) W Z O EXISTING TO REMAIN W N J H � V I---- - -� LLJ NEW WOOD FRAME (L.G. NEW FOUNDATION NALL C Q W } -----i 5TL. WHEN APPLICABLE) I' cr- Z NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL V C = Z WOOD FRAME (1_.G. 5TL. © POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H J I— Ln Y POST FOR b" WALLS,, U.O.N. 15'-b" O O NEW 2-HR FIRE RATED Q WOOD FRAME (1_.G. 5TL. LO m WHEN APPLICABLE) It m EXISTING REALING TO BE- DEMOLISHED i = Q H Lu EXISTING STEPS TO I Z rn BE DEMOLISHED I Q J 00 DEMOLITION NOTE: ] j- I > It O PROVIDE SHORING AND SUPPORT TO ALL AFFECTED O z I NEW SCREENED I �t Z � O STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT O I PATIO ® GRADE I J � 'A OF ANY DEMOLITION OR CONSTRUCTION. rn N I O n 160 S.F. I Z >': 4 _ I �rl L EXISTING PLATFORM TO 1 w Z N \ I BE DEMOLISHED I V' W (O \�JI EXISTING REALING TO BE DEMOLISHED 1 � _ Lo W m CEXISTING I STORY U FRAME HOUSE IS NOT W PART OF THIS FILING F_ U J Q FORPOSED DEMOLITION FLAN SCALE: 1/4" = I'-O" FOUNDATION PLAN NOTES TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: O - (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL 5 w - ANCHOR BOLTS AS PER PAGE 0-003 - P. GONG. FOUND. WALL AS PER DETAIL UPON - P. GONG. FOOTING AS PER DETAIL V - ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 23'-0" b'-O" 2 B.O. FOOTING 3'-0" BELOW GRADE MIN. - 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN 3 — — — — — — — — APPLICABLE) - AIR ENTRAIN f'. GONG. FOR PORCHES /PATIOS 3/ a _ _ _P_ _ _ _ I STOOPS (WHEN APPLICABLE) cV MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I Q FOR HEIGHT OF WALL 3 SLAB (WHEN APPLICABLE) I I o 2 HOLDOWN: I I PROJECT: O HOLDOWN 'D' AS PER PAGE 0-005 II V 1 I I I _ CARBALLAL O AS PER DETAIL ETAIL CONTINUOUS FOOTING(TYP) SCREENED PORCH l EXISTING TYPICAL LEDGER BOARD ® EXT. DECK: AS-BUILT WOOD A-202 O4 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS DECK ABOVE 1 (`3'}�\\ 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. SAL. LAG BOLTS ® IV, O.G. 5. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMPSON' (OR 4 II. I i 450 BAY HEAVEN LANE EGUAL)PROVIDE FLASHING TUCKED UNDERNEATH SIDING d `i ' SOUTHOLD, NY 11971 4. BENT OVER TOP EDGE OF LEDGER BD. I .• I ' 5. SEE NOTED DETAIL - - - - - - - - - - - - - 1 - - - - - - - - - - - -T .- DRAWING TITLE: FOUNDATION WALL OPENING: O I. 5'-O"x'T'-O" MASONRY OPENING IN FOUNDATION _ _ _ _ _ _ 2.SEE NOTED DETAIL - - I PROPOSED DEMOLITION PLANS NEW REINFORCED P. GONG. SLAB I PROPOSED FOUNDATION PLANS O I. NEW 4" THK. f'. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 4" (MIN) GRAVEL BASE UPON 3. b MIL POLY VAPOR BARRIER EXISTING 2 STORY 4. PROVIDE BLUESTONE PAVERS ONTOP FRAME HOUSE IS NOT PART OF THIS FILING7 PAGE: I A-101. 00 DATE: 01/20/23 5 OF 8 DAf�C-' M. PROPOSED FOUNDATION PLAN � < t��, o * • SCALE: 1/4" = I'-O" '9�, 37 OENERAL a C-) —{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q WOOD FRAME (L.O. STL. WHEN APPLICABLE) W Z_ CN O EXISTING TO REMAIN J %-i NEW WOOD FRAME`. (L.G. NEW FOUNDATION WALL C Q LL1J >" 5TL. WHEN APPLICABLE) 4 NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL V G G D I G G O Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS A A A A _jj J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F. Lo P05T FOR 6" WALLS), U.O.N. IS 5 ,,,,II// O O NEW 2-HR FIRE RATED I-�.2 2'-Sy2" `-5y:2 x -y2" 2'-Sy2" 1'-Y2" WOOD FRAME (L.G. STL. a a Lo m WHEN APPLICABLE:) —� m Z [F m d NEW 2"xIO"NEW 2"xIO" NEW 2"x1O'NEW 2"x1I 0 FLOOR PLAN NOTES HDR HDR HDR R iv DBL P05T TO I Z Ll DOOR NOTE: O HDR (TYP) �� _ 1 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Q J NEW SCREENED A x l B G J m PLANS BY 'JELD-WEN' (OR EQUAL). 13 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON w A ry Q PATIO ® GRADE z z CI' 0 PLANS BY 'THERMATRU' (OR EQUAL). H w 2 IT5 S.F. �I J 5.DOOR TYPE TO SELECT iz in z O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 �j 7 i Y 5. INSTALL AS PER MANU SPEC.'s } n X I Z 4 6.PROVIDE (2) 2"x&" HDR.,U.O.N. /l I-I C B G I-I Q Z � '7. SEE PACE 6-005 FOR ALL OTHER FRAMING EXISTING A-202 5 ISE 5 O x( A-202 m N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. A5-BUILT WOOD1 I 3p UP 6 8" -1 J A LL W O STAIR 8 RAILING-'� NOTE: ` Lo m TA DECK +6� PROP. z O tu FAN ING I m O Q Lo I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI B MIN. 10" Tr - 'RISER5 SHALL BE CLOSED 2. 42" HIGH GUARDRAIL f SPINDLE SPACING - I-8 ABOVE J X NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; w A - O Q 5 I B G 56" HIGH HANDRAIL d SPINDLE SPACING NOT 0 z cv z = N TO ALLOW PAE5A6E OF A 4" 0 SPHERE m Cl 5. GRIPPABLE RAIL AS PER CODE N I STEP UP 14'-0" W 4. RAILING AND STAIR TO BE WDOD NEW FLOOR: DBL O . POST TO RIDGE I- I. NE BLUESTONE PATIO PAVERS ON TOP OF 4" W W CONCRETE FINISHED SLAB ~ � U EXISTING 2 STORY V J FRAME HOUSE IS NOT PART OF THIS FILING7 Q .+uWrrr° i PROPOSE.-) FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" z ui 4"x5" ALUM. DOWNSPOUT DOWN TO SPLASH GUARD O 6 GRADE (TYP) >V W 4"x5" ALUM. DOWNSPOUT DOWN TO SPLASH H GUARD ® Q 1_ 2" x 8" R.R. 2" x 8" R.R. I GRADE (TYP.) o I I PROJECT: C 2' EXISTING I-I I I-1 AS-BUILT WOOD A-202 I A-202 CA R BA L LA L DECK I I I SCREENED PORCH z 4:12 PITCH :�� I N 4:12 PITCH N I 450 BAY HEAVEN LANE SOUTHOLD, NY, 11971 m DRAWING TITLE: 0 PROPOSED FLOOR PLAN j \� I I ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING d STRAPPING DETAILS. PROPOSED ROOF PLAN � � 0�� I EXISTING ROOF y O A *"5EE DOOR 50HEOULE FOR ALL SLA55 DOORS FROM SAME MANUFACTURER" 1 WINDOW CHART l - -- EGREss � i PAGE: ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING TEMPERED A-102m00 WIDTH REQ'D: 20" HEIGHT REQ'D:24" WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. A SCREEN l 2'-6 4-IF B SCREEN J _---5'-10" 5'-q" �� DATE: 01/20/23 6 OF 8 1 �IL� C 50REEN - -- J D SCREEN - - II ---- 3�_O II E SCREEN JL-----�� '1'_2 3_2 p ARC F SCREEN 3'-10" II �GJ M. PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" V>qT 0374 y0� F OF NE`� a rn ELEVATION NOTES Q 0 O TYPICAL ROOFING: ui z 0 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM W N CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR Q MATERIAL SELECTION Tq BEFORE INSTALLATION Q W >: IA TO MATCH EXISTING HOUSE „ cl) Z TYPICAL SIDING: Z J F- J O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Ln CONSTRUCTION STANDARDS H `S c) 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 0: 0 BEFORE INSTALLATION n. LA a >- It m ® BOARD 8 BATTEN, SIZE 8 COLOR TBD EXIST. RIDGE HEIGHT ----------- - - - - - - - - - - - - - - - - - - - - - - ELEV. +15.6' - _ Zc: 0 -- - ir PROP. RIDGE HEIGHT 12 - ----- - -- _--. -- --- -- -_ --- - 2 Q W ------- 4� -- -- - _ - _ - -- --- ---_ -_ — -- - - --------- _ _ _ _ 4 ELEV. +13.8 J - -- ---- - J 00 -- -- 1111 I I I L►� ODD iLUILLLLI I` =) Lo m11�11_lll1 �� L�1 o o 2 � � 1LLL11_J_L 1 W ELIISVT- 2 FIRST FINISHED FLOOR m > ---- --- F- _ _ ____________ oo ao BASELINE --_-- - - -----_---- ELEV. +O.O' VIX J Q ' NORTHNEST ELEVATION (REAR) SCALE: 1/4" = P-O" f- z w 0 U Fr ed Q PROJECT: EXIST. RIDGE H--------------------------- --------------- ELEV. +15.6' CARBALLAL IA I - ---- - - - = - -- --- _-= 12 — --- ---- _ — - _ _ �4 PROP. RIDGE HEI SCREENED PORCH 6-,HT -- -- ELEV. +15V 450 BAY HEAVEN LANE - -- -- -- SOUTHOLD, NY, 11971 2 LL DRAWING TITLE: - - - - A A � PROPOSED EXTERIOR ELEVATIONS LLI EXIST. FIRST FINISHED FLOOR \ ELEV. +2.0' \ PAGE: BASELINE ELEV. +O.OA-20 �LmOO ---------------- a — � - - - --- - DATE: 01/20/23 7 OF 8 SOUTHNEST ELEVATION (RI O H7 SIDE) SCALE: 1/4" = 1'-0" �.t�at °ARCy, p n Fy � (P 03p44 OF tN4 U ELEVATION NOTES a. Q � F- O O TYPICAL ROOFINc5: W I. SEE NOTE AT BUILDING SECTION FOR MINIMUM w I, Z O �, O � CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR Q MATERIAL SELECTION J + W r-I BEFORE INSTALLATION Q W IA TO MATCH EXISTING HOUSE• TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Ix CONSTRUCTION STANDARDS Ili— Ln Lo O 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION O ® BOARD 8 BATTEN, SIZE d COLOR TBD O :. = Q Z it EXIST. RIDGE HEIGHT Q J ---------------- — — - - _ - -. ELEV. +15.6' - --- ----_ --- - -=—_ 12 'J 00 _---- --- - .. ...__ PROP. RIDGE HEIGHT 12 - --- - - --- -- --- — Z 0) Cfl ----------- ------ ------------ - ELEV. +13.8' — - -_— --- -- --=--- _ — _ - — --- - — L' W (D - _ Lo T-1 - I- Ln T-I J16 O 2 11LL_11 . w w EXELEV. UIST. FIRST FINISHED FLOOR I ~ III � I � � I I I � � � � �� I I � ; .• .� ; ; � Q ; cr BASELINE ELEV. +0.0' NORTHEAST ELF-\/ATION (LEFT SIDE) SCALE: 1/4" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): O 1. INSTALL NEW ASPHALT SHINGLES TO MATCH EXISTING Z 2.INSTALL ICE AND, HATER SHIELD FROM FASCIA UP TO w 24" FROM INSIDE: FACE OF STUD NAL_ AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT•(U.O.N.) 01 V 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - 5. GAP SHINGLE OVER RIDGE B HIPS (AS REOV) w 6.PROVIDE RIDGE VENT (AS REOV) 6X6-IOXIO W.W.M. -i. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REOV BETWEEN CENTER 9.INSTALL ALL AS PER MANU. 5PEC.'s UPPER S OF SLAB TYPICAL ROOF 4 CEILING CONSTRUCTION: EXIST. RIDGE HEIGHT SECURED IN PLACE o O NEW ROOFING AS NOTED ELEV. +15.6' DURING POUR • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYND SEAMS) PROP. RIDGE HEIGHT 12 (2) 2"x6" P.T. SILL PLATES PROJECT: • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS ELEV. +I3.&' 4 PON SILL SEAL UPON OVER &' INSTALL "X" BRIDGING ® CENTER OF SPAN,U TO PyPN NFh, 4" POURED GONG. a I COPPER TERMITE SHIELD CA R BA L LA L • CEILING TO BE ESEP.D BOARD PRE-PRIMMED \ p�� R� SLAB ' I� PINE;PAINT WHITE 5 '�s O ° 5/a" 0 HOOKED ANCHOR BOLTS TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: �� pFR p� 6 MIL POLY -' ° a I )) A 3Q" O.G. w/ 3" SQUARE WASHER SCREENED PORCH O • UPON "TYVEK" HOUSE WRAP (OR EQUA4L) N 2 �� MOISTURE +� II,\\ ENDNUT; ALSO SEE ANCHOR BOLT • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING ® - -- - -- RETARDER ° I I SECTION ON PAGE A-200 -- ALL Pi SEAMS) ° I G ° • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE;OR DBL 4" ORAVEL BASE PITCH GRADE 450 BAY HEAVEN LANE STUD WITH HDR ABOVE 4 UPON CLEAN-----, ° ° I • ROUGH CEDAR PAINTED WHITE INTERIOR CLADDINGo o o `o I ° °A SOUTHOLD NY 11971 all, FILL �'�� $ o ° ° 4 NEW SIDING NOTE TYP. :A N SIDING 3 , O I. INSTALL NEN BOARD s B TTE - - (1) # 5 REBAR a I a a" THK. (MIN.) P. DRAWING TITLE: "TYVEK" HOUSE Ii (OR EQUAL) ° PROP. SCREEN CONTINUOUS GONG. 2.INSTALL ALL N PER MANU. RIM FOR ° PROPOSED EXTERIOR ELEVATIONS 3.PROVIDE ALL NECESSARY TRIM FOR EXIST. F_IRST_FINIS_HED FLOOR PATIO ® GRADE o °° � GRADE BM. PER INSTALLATI 4.S DING SHALL EXTENODNTO TOP OF ELEV. +2.0' # <I (I) 5 REBAR 3,500 PSI) FOUNDATION WALL SECTION AND DETAIL EXIST. GARAGE FLOOR �_ @ 48° O.G. �° II A ° 5 TYPICAL FLOOR CONSTRUCTION: ELEV. +1.0'O Iln----------- ® � _ III (I) #5 BENT I. NEW BLUESTONE PAVERS ON TOP ON GONG. SLAB —_ Illl BAR (p NOTE: BASELINE 4a" O.G. I. REFER TO PAGE A-200 ELEV.+o.o ----------- 9 � 3„�t� �wl�� >�> >. w� ti p� s ,.ti:.��fw :>.> � ° 141 O z FOR NAILING AND PAGE: I h I a ASPHALTIC STRAPPING OF ALL . DAMP m COMPONENTS m — — — — L ° I PROOFINGA-202w00 a ° (1) #5 REBAR I A-2o2 I h� CONTINUOUS Ill DATE: 01/20/23 8 OF 8 SECTION 1 -1 /A-202 #5 REBAR a' � � SCALE: I/4" = I'-O" L (2) #5 REBAR - D A/�c M. ti�� < o 077405 MONOLITHIC SLAB DETAIL F0 NE`r�y A-202.0 .= SCALE: 1" = I'-O"