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Home My WebLink About49318-Z �o"�OF SOUIyOlo Town of Southold * * P.O. Box 1179 o� 53095 Main Rd &0 a ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45977 Date: 02/13/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 35 Clark Rd Southold, NY 11971 Sec/Block/Lot: 51.-3-26 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/10/2023 Pursuant to which Building Permit No. 49318 and dated: 05/31/2023 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: Additions and alterations including a front covered porch & rear entry to existing single- family dwelling as applied for per ZBA decision #7717 dated 1/19/2023 amended 5/4/2023. The certificate is issued to: Nicholas Tzoumas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49318 9/12/2024 PLUMBERS CERTIFICATION: Derek Hennessey 1/09/2025 Aut or ed Signature o�SUEEot�co TOWN OF SOUTHOLD a aye BUILDING DEPARTMENT h TOWN CLERK'S OFFICE "oy • � . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS ` UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49318 Date: 5/31/2023 Permission is hereby granted to: Tzoumas, Nicholas 35 Clark Rd , Southold, NY 11971 1 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA approval. At premises located at: 35 Clark Rd, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-26 Pursuant to application dated 3/10/2023 and approved by the Building Inspector. To expire on 11129/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $580.40 CO-ADDITION TO DWELLING $50.00 Total: $630.40 r Building Inspector pF SOUj��! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlin(ab-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nicholas Tzoumas Address: 35 Clark Rd city:Southold st: NY zip: 11971 Building Permit#: 49318 Section: 51 Block: 3 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Lowell Electrical Contr. License No: 3211 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 34 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 2 Disconnect Switches 2Q 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit/25 Used (2) 115ARC (6) 120ARC Fault Breakers Notes: Most of House Renovation & Service Inspector Signature: - Date: September 12, 2024 Copy ®BUFFO(D Town Hall Annex 54375 Main Road Telephone(631)765-1802 CD P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT JAN 9 2025 TOWN OF SOUTHOLD CERTIFICATION Date:— V Building Permit No. Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20_a:� CONNIE D.BUNCH LNotary Public,State of New York eon/,"^ Ali') No.01BU6185050 71 a Qualified in Suffolk County Commission Expires April 14, Notary Public, County 50UTyO D T. TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNtv��' 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] ERAMW STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL R ARKS: fq� tuL 06, 4- 0 DATE 7' INSPECTOR SOUTyo6 Ll1,3 ( 6 # # TOIWN OF SOUTHOLD BUILDING DEPT. ��OOutm� 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: SJI� DATE 23 INSPECTOR 1 OF SOUIyOIo � 5 �O S # TOWN OUTHOLD BUILDING DEPT. �o c000, 631-765-1802 1 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND.. [ ] INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f J- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: LVNIVA LA Or -& 4re 4�� - xiv�ule /8 , fuAk DATE 2 INSPECTOR pF SOUTyO� # TOWN OF SOUTHOLD- BUILDING DEPT. co 631-765-1802 u� IS , INSPECTION [ ] FOUNDATION.1ST/ REBAR [ ] ROU H PLBG. [. ] FOUNDATION 2ND [ ] ULATION/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: CA ! ✓VU DATE INSPECTOR %t/q� N.J. MAZZAFERRO, P.E. PO Box 57,Greenport,N.Y. 11944 Phone—516-457-5596 Consulting Engineer Design, Construction, Inspection October 25, 2023 Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 � Re: Tzoumas , 35 Clark Road NOV 1 3 D Southold,NY 11971 20 District- 1000, Section-51,Block- 3, Lot-26 toBU�D Building Permit Number—49318 �L� Inspection—Footing&Foundation On 10/23/23,I inspected the construction at the noted location. The inspection covered the footings, foundation and reinforcement for the addition to the residential structure. The areas inspected included the footings,rebar/reinforcement, and the foundation walls of the addition. The inspection results are: Items inspected included footing depth, size,reinforcement, and walls. The footing work,rebars installed, and foundation work were done according to the approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. i Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEK'y O Nicholas J.Mazzaferro,P.E. Z C C 1 POFESS100, I N.J. NIAZZAFERRO, P.E. PO Box 57,Greenport,N.Y. 11944 Phone—516-457-5596 Consulting Engineer April 4, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Departme �PK�o New 53095 Main Road D ' LSCRU V 9 Southold NY 11971 z ° O Re: Tzoumas APR 9 2024 35 Clark Road Southold,NY 11971 13UII DING DEPT. �sS10%0- District- 1000, Section- 51,Block- 3,Lot- JPWN OF SOUIROLD i Building Permit Number—49318 Inspection—Insulation On 3/29/24,I inspected the insulation and caulking at the noted location. The inspection covered the crawl space, exterior walls and the ceiling/roof. The inspection results are: 1 - Walls- Insulation provided rated as R-21. The insulation provided and installed was done in complinace with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2- Ceiling/Roof-Insulation provided rated as R-49. The insulation provided and installed was done in complinace with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3 - Crawl Space Ceiling-Insulation provided rated as R-19. The insulation provided and installed was done in complinace with the applicable sections of the IRC,NYS and Southold Town Building Codes. 4 - Fire Caulking- Caulking was observed at all vertical penetrations throughout the framing cavity and as required. The caulking provided and installed was done in complinace with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The insulation and caulking installation as provided by T&T Insulation,LLC, is compliant with all applicable codes and conforms with the design specifications indicated on the approved plans. Based upon inspection and to the best of my knowledge,belief and professional judgement, construction as installed complies with applicable does of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. 4 A M P A rc h i t e c t u re Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build �C`�D 4,111L--Pc� lx x Town of Southold Zoning Board 54375 NY-25 Southold, NY 11971 RE:Tzoumas / 35 Clark Rd Southold, NY 11971 We are contactingyou regarding thd Tzoumas Residence located at35 Clark Road Southold, NY 11971.The scope of the project includes the proposal a second story addition,front porch, and patio. I Under"Subject to the following conditions" in the ZBA determination written on January 191' 2023, it states that a sanitary system should be provided by SCHD.Although, based on the proposed addition,we understand that no changes or upgrades are required to the existing sanitary system. During the filing process there was a request to clarify this decision with your department. Is acceptable for the Bulilding Department to approve the Existing Septic? Please note that there will be no change of occupancy. Should you have any questions, please feel free to contact our office. Thank you, AMP Architecture - I i I I I I � I Page 1 of 1 I I i AMP Arch i t e c tore Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 ,Design + Build Town of Southold Building Department 54375 NY-25 Southold, NY 11971 Re:Tzoumas 35 Clark Rd Southold, NY 11971 To Whom it may concern, . 1 I The Tzoumas Residence located at 35',Clark Road,Southold has an existing cesspool as the sanitary system.The scope of work forthis project includes a second story addition,front porch and patio. After our inspection of the cesspool,wp have determined that the existing system is properly operating.The sanitary system is not failing and could be sufficient for the proposed work. Based on the proposed addition,we understand that no changes or upgrades are required to the existing sanitary system. During the filing process there was a request to clarify this decision with yourr department. Should you have any questions, please feel free to contact our office. Thank you, AMP Architecture a n p� N�,�y� i Page 1 of 1 I FIELD INSPECTION REPORT DATE COMMENTS • b FOUNDATION (1ST) ►: �y --------------------------------- FOUNDATION (2ND) �[ 1 Y�I Y" V 0 �(� 9v 0 W e �C40 0 ROUGH FRAMING& a �'� ✓® llq y PLUMBING vt, i N INSULATION PER N. Y. S STATE ENERGY CODE Q FINAL ADDITIONAL COMMENTS O to z3 ao- 0 P f c0 vecct 0 7 5� ('G - ( - ZZ • q • 2y I de-r C m er 0 ` x �d b H ��o��gUFFO(KQ* TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny Date Received APPLICATION FOR BUILDING PERMIT I LD r-� 1� (� t 11 w/ t For Office Use Only MAR 1 0 2023 i PERMIT NO. Building Inspector: IS I I Q�9.,17 N(a r3E1?T Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:03/07/23 OWNER(S)OF PROPERTY: Name:Nicholas Tzoumas_ scTM#1000-051 2-(P —m _-- Project Address:35 Clark Road Southold NY 11971 Phone#:516-317-9837 Email:ntzoumas@gmail.com Mailing Address:35 Clark Road Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amp architect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo,AMP Architecture Mailing Address:P.O BOX 152 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: D Other Proposed second story addition,proposed front porch,proposed patio $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes IgNo 1 PROPERTY INFORMATION Existing use of property: � � I IL ��5 Intended use of property:S ramll ��t Zone or use district in which premises is situated: Are there any covenants and restrictions with r to - - j'�1 I C 1��' this property? ❑Yes o IF YES,PROVIDE A COPY. Check IBox After Reading: The owner/contractor/design professional is responsible forall drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of.a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Sufolk,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 buiiding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. - Application Submitted By(print na e): �- J� G t' SSuthorized Agent DOwner , ^ t[ -1 -- Signature of Applicant: Datev l 1'�I<<T/ova STATE OF NEW YORK) { COUNTY OF �eSS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 Ntlt4r Public `gtATEOp'•. DeborahQrlowaki lk Notary MUe.State oPNew Yolk PROPERTY OWNER AUTHORIZATIf3 *_ No.010R6280392QuzdiaeainSUTOMtxtmly, (Where the applicant is not the owner) •%�;;;;,° • CommistloDExphp05/13 �71kLtuds residingat 3S G n lid lX.,lt qot do hereby authorize AMP ARCHITECTURE to apply I on MY qthe Town of Southold Building Department for approval as descrjbed he j in. Owner's Signa re 6 D Date Print Owner's Name 2 Sut:Fat,t ��o� copy TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 �y�o• �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov # x� Date Received APPLICATION FOR BUILDING PERMIT 01�I� Qi�AI For Office Use Only PERMIT NO. Building Inspector: JUN 1 41' Applications'and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page,2)shall.be completed. TOWN OF SOUTHOLD Date:6/14/22 OWNER(S)OF PROPERTY: Name:Nicholas Tzoumas SCTM# 1000-51-3-26 Project Address:35 Clark Rd Southold NY 11971 Phone#:516-317-9837 Email:ntzoumas@gmail.com Mailing Address:35 Clark Rd Southold NY 11971 CONTACT PERSON: Name:AMP Architecture,Jess Magee Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@amparchitect.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 9No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: l�_ il._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to l� this property? Eyes o IF YES, PROVIDE A COPY. Check Sox ►fter Reading: The owner/contractor/design professional is responsible.for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print na e): .0 Y SS uthorized Agent Downer ..._V ___ Signature of Applicant: Date: STATE OF NEW YORK) S COUNTY OF Will ) pl.t 1(��!V+ �, ��SS �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ( X—A+, (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 20 •N�gtq Public ,•`gS ATE p?t- , DC al4i 0dowsidi WrAIW` Notary Public,3tete oPNew York '*t PUBW !* No.010M280392 PROPERTY OWNER AUTHORIZATION.,..... QudiflwinstlM&co" (Where the applicant is not the owner) NEoof r� Commiaslon fth=05113 I, Ir,YWOCIA �(�Uu�Qs residingat 35 li �h N uatfM(•( do hereby authorize AMP ARCHITECTURE to apply on my If the Town of Southold Building Department for approval as described erein. q�L-ow na rierIs Sig re Date � � 'd;�s Print Owner's Name 2 A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build ECE HE JUL 2 0 202 July 7, 2022 BUILDING DEPT. TOWN OF SOUTHOLD Re:Tzoumas Residence 35 Clark Rd Nancy, Enclosed please find the updated plans for the denial application for the above address. Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 21, 2022 TO: AMP Architecture (Tzoumas) 10200 Main Road Unit 3A Mattituck,NY 11952 Please take notice that your application dated June 14, 2022: For permit to: Construct a second floor addition to an existing singley dwelling.at: Location of property: 35 Clarke Road, Southold,NY County Tax Map No. 1000—Section 51 Block 3 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 5,173 sq. ft. parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: corner lots measuring less than 20,000 square feet in total size require a primary front yard setback of 35 feet and a minimum rear yard setback of 35 feet. The site plan indicates the existing house to have a 22.3 feet front yard setback and 17.4 feet as a rear yard setback. 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. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex. ��Of s®�/��® P.O.Bog 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone: 631 765-1809 G ap http://southoldtownny.gov MUM ZONING ZONING BOARD OF APPEALS RECEIVE® Town of Southold 4/ �:13 M/ _ JAN 2 3 2023 FINDINGS,DELIBERATIONS AND DETERMINATION POu-4 MEETING OF JANUARY 19,2023 Southold Town CI k ZBA FILE:7717 NAME OF APPLICANT: Nicholas Tzoumas PROPERTY LOCATION: 35 Clark Road, Southold SCTM No. 1000-51-3-26 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 29,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 5,173 sq.ft parcel located in an R- 40 Zoning District. It has a road frontage measuring 63 feet along Clark Street to the north,-then turns west with a 72 feet road frontage along CR 48,then turns south for 77.8 feet before returning 76.1 feet back to Clark Street. The subject lot is improved with an existing one-story frame residence with an attached shed and outdoor shower all shown on survey prepared by John Metzger,L.S.,last revised October 29,2015. BASIS OF APPLICATION: Request for Variances from Article =II, Section 280-124 and the Building Inspector's July 21,2022 Notice of Disapproval based on an application for a permit to construct a second- floor addition to an existing single-family dwelling at; 1) less than the code required minimum front yard setback of 35 feet; 2)less than the code required minimum rear yard setback of 35 feet located at: 35 Clark Road, Southold,NY. SCTM No. 51-3-26. RELIEF REQUESTED: The applicant requests variances to construct a second-floor addition with a front yard setback of 22.3 feet where 35 feet minimum is required by code, and a rear yard setback of 17.4 feet where 35 feet minimum is required by code. ADDITIONAL INFORMATION: The existing one-story residence obtained variance relief on August 1969 (ZBA File #1279. There are current certificates of occupancy for the residence with the outdoor shower; #Z4070 dated December 11, 1970,437643 dated July 6,2015,and#39689 dated June 5,2018. , Page 2,January 19,2023 #7717,Tzoumas SCTM No. 1000-51-3-26 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5,2023 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While the current s residence is only one story,the surrounding properties have a number of two-story residences; therefore, the proposed second story will not produce an undesirable change in the character of the neighborhood. The property is also very well screened from view along CR 48 by a tall row of evergreens and the side yard is screened from the adjacent property on Clark Road by a stockade fence. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than area variances. Due to the property being a non-conforming lot with two front yards that is already improved with a single-family dwelling that previously received approvals for the existing non- conforming front and year yard setbacks, the proposed construction of a second-floor addition will also require variance relief 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial;the front yard setback variance represents a 37%relief from the code,and the rear yard setback variance represents a 51 %relief from the_code. However,the existing one-story residence already exists with prior variance relief,and the proposed addition of a second floor will have the same setbacks as the existing first floor. The proposed new open front porch will increase the non-conforming front yard setback by 3 feet along the Clark Street frontage for a distance of 4'.6"along the 27'4"existing front elevation and is in'line with the existing stoop. 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 neighborhood consists of one-and two-story residences. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this Board, and the existing residence was constructed with previous variance relief. 5. Town Law 267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert, seconded by Member Dantes,and duly carried,to GRANT the variances as applied for and shown on the site plan and architectural plans prepared by Anthony Portillo,Architect(Sheets SD-1 thru SD-7)dated August 17, 2022. Page 3,January 19,2023 #7717,Tzoumas SCTM No. 1000-51-3-26 i I SUBJECT TO THE FOLLOWING CONDITIONS: 1. A Sanitary System shall be approved by Suffolk County Department of Health Services before the issuance of a Certificate of Occupancy. 2. The proposed roofed over front porch will remain open and unenclosed without any screens and/or walls. IMPORTANT LBUTS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the.survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, 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. TIME LBUTS 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 COMPLUNCE WITH TIME 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), Acampora,Dantes,Lehnert, and Planamento (5-0). Leslie Kanes Weisman, Chairperson Approved for filing (�� /2023 BOARD MEMBERS ®�® �'®� Town Hall Annex Leslie Kanes Weisman, Chairperson �� 53095 Route 25,Main Road Patricia Acampora ® P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. �� ® � Telephone(631)765-1809 Nicholas Planamento �1 ' http://southoldtownny.gov MAY iJ 2023 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 27, 2023 Anthony Portillo AMP Architecture 10200 Main Road, Unit 3A Mattituck,NY 11952 Re: Amendment Request, File#1717 Tzoumas, 35 Clark Road, Southold SCTM No. 1000-51-3-26 Dear Mr. Portillo; We are in receipt of your correspondence dated April 2023 requesting an amendment to ZBA determination#7717, dated January 19, 2023, in which your client was granted area variances to construct a second floor addition to an existing single family dwelling. Condition No. 1 of the approval requires that a sanitary system be approved by the Suffolk County Department of Health Services (SCDHS). In your letter, you ask if it is acceptable for the Southold Town Building Department to approve the existing septic system. Upon inquiry, we have been informed by the Building Department Permits Examiner that the applicant will not be required to seek additional SCDHS approval since there will be no expansion of bedrooms or change in occupancy. Based upon the Building Department's information, the Board finds that an approval by the SCDHD is no longer required, and is satisfied with the removal of Condition No. 1. Please be advised that all other conditions of approval will still apply. Contact our office if you have any further questions or concerns. Sincer ly, r / l' h& � - OlaieKal es Weisman, Chairperson cc: Building Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson s®� ®��a�® 53095 Main Road• P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes a Office Location: Robert Lelntert, Jr. Town Annex/First Floor Nicholas Planamento ® 54375 Main Road(at Youngs Avenue) tD C®U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBER� M 7�1�11�8DETERMINATION MEETING OF JANUARY 19, 2023 ZBA FILE: 7717-AMENDED MAY 4,2023 NAME OF APPLICANT: Nicholas Tzoumas PROPERTY LOCATION: 35 Clark Road, Southold SCTM No. 1000-51-3-26 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in'this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 29, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 5,173 sq.ft parcel located-in an R- 40 Zoning District. It has a road frontage measuring 63 feet along Clark Sheet to the north, then turns west with a 72 feet road frontage along CR 48,then turns south for 77.8 feet before returning 76.1 feet back to Clark Street. The subject lot is improved with an existing one-story frame residence with an attached shed and outdoor shower all shown on survey prepared by John Metzger, L.S., last revised October 29, 2015. BASIS OF APPLICATION: Request for Variances 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 second- floor addition to an existing single-family dwelling at; 1) less than the code required minimum front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet located at: 35 Clark Road, Southold, NY. SCTM No. 51-3-26. RELIEF REQUESTED: The applicant requests variances to construct a second-floor addition with a front yard setback of 22.3 feet where 35 feet minimum is required by code, and a rear yard setback of 17.4 feet where 35 feet minimum is required by code. ADDITIONAL INFORMATION: The existing one-story residence obtained variance relief on August 1969 (ZBA File #1279. There are current certificates of occupancy for the residence with the outdoor shower; #Z4070 dated December 11, 1970, #37643 dated July 6,2015, and 439689 dated June 5, 2018. Page 2,January 19,2023—AMENDED MAY 4,2023 #7717, Tzoumas SCTM No. 1000-51-3-26 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2023 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While the current s residence is only one story,the surrounding properties have a number of two-story residences; therefore, the proposed second story will not produce an undesirable change in the character of the neighborhood. The property is also very well screened from view along CR 48 by a tall row of evergreens and the side yard is screened from the adjacent property on Clark Road by a stockade fence. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than area variances. Due to the property being anon-conforming lot with two front yards that is already improved with a single-family dwelling that previously received approvals for the existing non- conforming front and year yard setbacks, the proposed construction of a second-floor addition will also require variance relief 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial; the front yard setback variance represents a 37% relief from the code, and the rear yard setback variance represents a 51 % relief from the code. However,the existing one-story residence already exists with prior variance relief, and the proposed addition of a second floor will have the same setbacks as the existing first floor. The proposed new open front porch will increase the non-conforming front yard setback by 3 feet along the Clark Street frontage for a distance of 4'.6"along the 27'4" existing front elevation and is in line with the existing stoop. 4. Town Law 4267-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 neighborhood consists of one-and two-story residences. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this Board, and the existing residence was constructed with previous variance relief. 5. Town Law 4267-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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Acampora, and duly carried,to GRANT the variances as applied for and shown on the site plan and architectural plans prepared by Anthony Portillo, Architect(Sheets SD-1 thru SD-7) dated August 17, 2022. In a letter received April 2023, the applicant's representative inquired as to Condition No. 1 of the decision and whether the Town's Building Department can approve the Existing Septic System. We have been informed by the Building Department Permits Examiner that the applicant will not P I 6 Page 3,January 19,2023—AMENDED MAY 4,2023 #7717,Tzoumas SCTM No. 1000-51-3-26 be required to seek additional Suffolk County Department of Health Services (SCDHS) since there will be no expansion of bedrooms or,change in occupancy. Based upon the aforementioned information, the Board finds that an approval by the SCDHS is no longer required, and is satisfied with the removal of Condition No. 1. SUBJECT TO THE FOLLOWING CONDITIONS: 1. A Sanitai:y System shall be approved by Suff-elk County Department of 14ealth Sen,iees before the issua 2. The proposed roofed over front porch will remain open and unenclosed without any screens and/or walls. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, 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, demolitions, or demolitions exceeding the scope of the relief granted herein, 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. 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 REOUIRED 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 th oard: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planame to ;5 Leslie Kanes Weisman, Chairperson Approved for filing 6-/ �- /2023 AMENDED MAY 4, 2023 D ^ FCi BUILDING DEPARTMENT-Elec i I Ins o 0 2023 5 TOWN OF SOUTH D Town Hall Annex- 54375 Main.Road - PO, lR nxg bj;grtrnent Southold, New York 11971-Own of Southold A �'�.� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c_southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (Ail information Required) Date: f Company Name: ,g Name: % - License No.: �// Phone No: _/771 [ request an email copy of Certiddate of Compliance Address.: .3� p e 7 JOB SITE INFORMATION (All Information Required) Name: Address: 12 .Cross Street: Phone No.: BIdg.Permit#: 3fg email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Pr'nt Clearl Check All That Apply: Is job,ready for inspection?: Y ONO ough In ❑Final Do you need a Temp Certificate?: YES ONO Issued On Temp'Inform at' n: (All information r quired) Service Size 1 Ph 03 Ph Sizepli�&4 A it Meters Old Meter# ❑New Service ❑ Service Reconnect rground ❑Overhead #Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? �❑NJ Additional Information: PAYMENT DUE WITH APPLICATION DC Electrical Inspection Form 2020.xlsx I c BUILDING DEPARTMENT-Electrical Inspector rC*i, x TOWN OF SOUTHOLD oy • �`� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802 Temporary Certificate # Date 11 dab` 2023 Customer Name 2 S Electrician Name �- Address Phone - �9 5 e-mail e-mail to Phone License# Size�l�A Phase 1 Overhead Underground #of Meters Remarks -\ ti #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by S r�QgU�FOCke©� BUILDING DEPARTMENT-Elec i I InsR�� O2 0 2023 TOWN OF SOUTH D ffvv Town Hall Annex- 54375 Main Road - PO Sox a Southold, New York 11971-0�Wn of vo'Lit cid ��Ol. ap Telephone (631) 765-1802 - FAX (631) 765-9502 4 rogerr(p�southoldtownny.gov -- seand(a)-southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INF RMATION (All Information Required) Date: Company Name: A/"v& &MA�P_ Name: License No.: email: EE e- Phone No: -/77/ [v]1�request an email copy of Certiddate of Compliance Address.: Igg, / 7 JOB SITE INFORMATION (All Information Required) Name: Address: 1JV .11f 71 Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Pr'nt Clearl i w !moo� Check All That Apply: - Is job ready for inspection?: Y ❑NO ough In ❑Final Do you need a Ternp Certificate?: YES [:]NO Issued On Temp Informat' n: (All information r quired) Service Size 1 Ph ❑3 Ph Size- A # Meters / Old Meter# ❑New Service ❑ Service Reconnect nderground ❑Overhead # Underground Laterals 01 2 OH Frame D Pole Work done on Service? Zy__�oN Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx *Wo��1 PERMIT# Address: Switches C Outlets G F I's _ I Surface Sconces H H's UC Lts Fridge HW POOL 'Fans 1 Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat 1 Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo) Cooktop Minisplit Blower AC I ( AH Hood Blower Service Amps/zle Have r`"6 Used 2 ( r 2 CS C Sub Amps Have Used Comments f1 0"V- 6 1/q 'Pir, ly S tA/ NaR�o.vinw ovea 0 N p C� C� C� OM � CX15rlNo-Z nou5E O F E 0 13 2025 BTolwn dinOf Dc,outhold t :> � — a GOVEPEp PCPCH a a NN N N 0 SIcl-%ralr 6-IDc GL��X �OffiT FINAI- SITE L-AYOUr SCTM#1 00-51-3-26 /(NIM N 4 NJ,MAZZAIrRRO,Pff.. RROi`C55lONAL M&NfrP Tom" vo oox�,c-vrcNvovrnn,«s++ ADDI(ION 911rrrNo r:a„n .55 GlakRrnd site 5wllra�d,NY II-YII PROJECT /ZONIN6 DATA_.____. -- - --" LL Q W W 3 . �-. •. wo ate.: TAX MAP# a t:a g oo¢3w''o ZONING DISTRICT R-40 NON-CONFORMING z a l W Q O1 0 =wm a=x�c'' LOT AREA 0.1 ACRES " a 3 Q G Q p C W U Q Z 2 Z CofO- MAIN HOUSE o59689;06/05/16 >�a u =0 o=J i V U GofO -TOOL SHED *Z40'16;12/12/70 W W'J W a-mrca C W p a 0 2 VARIANCE APPROVAL PENDING i a a z.F 2 Z n J Z0 Q Y O ° V~=U A° U owOQZN HABITABLE SPACE EXI5TIN5 PROPOSED ¢o z m Q x m °'°Qa � z3Q FIRST FLOOR AREA 651.9 S.F. 664.1 S.F. W a z W o <a H N O m_Q C Q 2 H .m -17.BO' SECOND FLOOR AREA - 631.1 S.F. a s W> w c o W N N 25°04'10"W - a WZU~oU _ - z TOTAL BEDROOM COUNT 2 2 � 'c°�a'a a a$ _ 0 LOT,GOVERAGE O r m DE50RIPTION(FOOTPRINT) AREA %LOT N COVERAGE TOTAL LOT AREA O 5,115.0 S.F.I 32.1' ,3, EXISTING DWELLING 698.9 S.F. 15.5% .- _ (�Tt REMOVE .4 S.F. O.6% EXISTING SHED(ATTACHED TO 31 U 2-I4' 14.4 DWELLING) (1) m STEPS $ mz/// REARAADD ITIONPOSED FRONT PORCH 55.4 S.F. I.1% 4-1ENTRANCE .-P. 5ECOND SETBACK �{ r j STRY. ADD 2 . TOTAL AREA OF ALL STRUCTURES 1 15.2%88.1 S.F. U yl 0 FRONT DWELLING "MAXIMUM LOT COVERAGE ALLOWED -20% � 1 SETBACK i I cv can10, SECONDARY) SIDE Z1 1 N SETBACK REQUIRED=SETSAGKS =`MAIN-BUI r Q 55' FRONT 5E7'BACK REQUIRED EXIST. PROPOSED COMPLIES (PRIMARY) 14.6' EXIST. I PRIMARY FRONT�- YARD(GLARK RD) 35.0' 25.0' 22.5' NO 26.2' 12.8' OUT. PROP. PORCH SHWR. 1 _ SECONDARY FRONT 20.0' YARD (NORTH6.2' 26.2' YES P.O.RD.) SIDE YARD 10.0' 14.4' 14.4' YES � EXIST. GRAVEL Q REAR YARD 55.0' 11.4' 11.4' NO DRIVEWA N N ® N I v E N ' DISAPPROVAL N W 0 o s 20°36'lo"E 63.00' JUL 2 0 2092 � c = z o U, g BUILDING DEPT H w � _ SITE LAYOUT NOTES: TOWN OF SOUTHOLD M � I. THIS 15 AN ARCHITECT'S SITE PLAN b 15 E O SUBJECT TO VERIFICATION BY A LICENSED LL N SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE ,, D � '' . ARCHITECT'S BEST OF KNOWLEDGE. �e e''• a0 EDGE OF PAVEMENT t,�G r� ° m 2.SURVEY INFORMATION WA5 OBTAINED A, £1 a FROM A SURVEY DATED FEB.27,2012 AND k:3�d°dtJ� PREPARED BY: 4 f " PECONIC SURVEYORS,P.G. N.Y.STATE LAND SURVEYOR I s ,� LIG.#04,1615 7z' C I; ' C �jp p P.O.BOX 409 4 Q I- I`Of OSED SITE PLAN SOU TRAVELER STREET (p, "+tj j x -"� SOUTHOLD,NY 11471 ✓� y � o (651)165-5020 'f 0374��' 1 SCALE: I" `Sj~ GENERAL SYMBOL KEY: LLa WW= pW ¢x3 F—� 7-3 20-1u Y NEW FOLMATION WALL EXI5TINS TO REMAIN mW>=s33 NEW WOOD FRAME ~ ¢a s C za3WaA m J=OFw.-1 =��aw O z z p p W U w G-?Z O Z=7K y,U f- W w p p 0 oZmr.a z aJZQ E PROP. pWpaz" MECH. z D 1 LLwao~per z GL. _ z3a w `JW azu;o�aa 21=.s�rpm w ' o s�WwW c z PROPOSED �m � r I DEN oaaaax 96.2 SQ.FT. PROPOSED PROP. N LIVING ROOM L. ' �N 50?.7 5Q.FT. (Y �~ 4-j EXIST. cv I I BATHROOM m 35.0 SQ.FT. �{J r O WORK CEILI G LINE I U Z ABO EXIST. ® n m LAUNDRY GL. O r o Q p PAN. EXIST. Q OUTDOOR SHOWER PROF. I8" COUNTER EXIST. O O KITCHEN POT II'1.4 507T. O BELLY NO WORK FIREPLACE DW Q Z O � 2 Yz REF. Q ( 0 N W � 0 PROP. �" M Q GONG. PAD LL v0En a 2,'-s ,1. G CV o. , 'i I N PROPOSED FIR5T FLOOR PLANk4 664.1 S.F. HABITABLE SPACE;664.1 S.F. 57R055 AREA ��0F GENERAL SYMBOL KEY: a �T� Wo W NEW FWVATION WALL F-"`''-14 EXISTINS TO REMAIN Fa¢ag¢ NEW WOOD FRAME 4 F H O O 2'1'-5" OQ�ORU o=a N z �'nm00 S ��-' -.0 m f � =moo .Ia U O wO Q2u1 V C O Z4, F K O O 1- ft ��LLz3a .. QZIti�a4a z X - - PROP. PROPOSED GL. BATHROOM J 40.0 5G.FT. PROPOSED I O BEDROOM uz Zm 1292 SQ.FT. O O I 0 -N � i a OPEN -j BELOW + / \ PROPOSED BATHROOM , C 40.0 SQ.FT. Q I ry a- C) PROP. t � 1 I 1 PROP. 1 `� GL. `` z Q Z5 PROPOSED BEDROOM 142b 9G.FT. ATTIC y HATCH D N W c U a m PROPOSED w W- } FAMILY ROOM p Y Z oil goI65.6 SQ.FT. J M :3 (n N AV" 12'-�2" �Q cli cla PROPOSED SECOND FLOOR PLAN 651.E S.F. HABITABLE SPACE; 637.7 S.F. GROSS AREA 0 00 ;; w a c a �a � co �ZwZma U ma�ggQ3 �o j a y S W T Q H?~O~ w�3aLL� O Q O O W U F o W�'o°oo N Z W J N K Cox r i aazma z� f �Z 4 z 12 o w—'N=>U O Q F W O p F- W Z m azWouaa N O IX N S N Q W Z U H O U N � F=-U Q Q a Q S _ W -I--i q U N m 12 'N + m � L�j Q Q R O t- O (n W o aV-f Q Z 0 `i W Z 0 Y N w 0 _ U) I.- M � SOUTHEAST ELEVATION (LEFT SIDE) ° y SGALE: 114"= V-O" U CL R 4 N LU c a 0a 02 = 0o aF3 ��wZma m Kim i 0 Q. J To jm�m{ Q l S .01 o OwffLL' 2402 W O RI Q J Z Z 11 .2 Z.Mml(l o a 0 W 2223010 1 n�w J W R n WmE¢a gwMox 12 arOU G- Qa LL2 2af Ao �a w5 as = O awF Q2'Z W O ¢ Q � oWQW s�ss0WW a 6 f K U ti> �S O Z U ti 0 U y f 2 MEN O K�K R Q H U d Q S 70 U � m U 0) o � EG L. G i Q Z O e-I W it Z - - - N w 0 _ LL O 44! .•�, rrr 4,•�7 IL NORTHEAST ELEVATION (FRONT) � c , �v kill ' ��(`�c;� � LO SCALE. 1/4"= I'O" m}� N , n o 0 1F I V �r�e o a GENERAL SYMBOL KEY: U LL¢ W Op EXI5TIN6 TO REMAIN M=ANEE FOUNIPATION WALL w Z m a {�,�� K U !=� NEW WOOD FRAME F o C a g a za3Wam oxWm a=x�OLL / � ZQOWWQ �Z Z Q I I I I W�os00 OHMEaa a06-O I I EXIST./� `1 EXIST. i i W ZNZ=Q> W.H. k _ ROOM 0z Q z z V O U O W O Q Z ul R 0 2 Q Y W I I I I 3=�ONo� I L-———————————— -- azWz2mo,aW r— ----�--� r-- o Zu'S ~W \ mom.a=4 5" \ I'-3y2 j I EX 15T. I I II / I I /// EXIST. I L—— BEDROOM r- EXIST. /�/ I Q) BEDROOM 139.E SQ.FT. _EX15T. I +J _ �\ G L. C.) .=3 \` m (D m \` 4-j r-�z—— + EXIST.7 U BATHROOM / 55.0 SOFT. Q ————————————————— O EXIST. LAUNDRY CL. O a EXIST. OUTDOOR EXIST. LIVING SHOWER ROOM 1562 50PT. EXIST. KITCHEN O O II"f.4 SG2.FT. `i r 0 0 U) W Q 0) Qz o � W Z 0 Y Nw � o DYV ~ lq E�l p M (n , � tea- O a. EXIST, a GONG. "'�'�G Ir a FAD Xl p' j 4 n r a16 W N laC PROPOSED FIRST FLOOR DEMOLITION PLAN 651A S.F. HA51 TABLE SFACE;65'1.9 S.F. OR055 AREA x°LE' 1/4"-I'"O' A'�/e� 03 l 4cib1�� a w a �� c a PRO.lEG7,/ZONI AYe —.. 90 ��q�q TAX MAP a •1000-051-08-2 RECEIVED ZONING,DISTRICT R-40NON-CONFORMING,LOT AREA 0.1 ACRES g °ag� AUG 2 3 Z02Z COND-MAIN HOUSE II5R6bRI Ob/Ob/16 g j @ lg? Zoning Board of Appeals Colo-TOOL SHED •Z4O76;12/12/10 3 � paF g VARIANCE APPROVAL PENDING HABITABLE SPACE EXISTING, PROPOSED c Z g FIRST FLOOR AREA 63T.R S.F. 664J SF. �S+ @3u@3y� -IT J'JO' SECOND FLOOR AREA - 637.T Sr_. _ Z TOTAL BEDROOM COUNT 2 '2 N 25"0440"W' .n r I W LOT_G_OVEt2P:6E :' •`.. .• . NI T I m DESCRIFTION(FOOTPRINT) AREA CARA6E O1 I TOTAL LOT AREA SM.0 5F. L I EXISTING DWELLING 6R5A S.F. 135% 41 TEND, )3; D ISTINS,SHED(ATTACHED TO 31.4 5F. Ob% C m REMOVE `r 2'1.4' 14.4' 85' STEPS 6 PROPOSED FRONT PORCH rDA S.F. I.I% �iI ENTRANCE /�� REAR ADDITION + y 1 / PROP.SEGO SETBACK TOTAL AREA OF ALL STRUCTURES •7bb.T BF. 15.2% 20'FRONT r STRY.ADD. U SETBACK r f FRAME DWELLING -MAXIMUM LOT COVIE ALLOWED-20% L- SECONDARY) SIDE Q m SIDE I � Zj 1 h SETBAGKI .REQUIRED 35'FRONT 1 SETBACK REQUIRED EXIST. PROPOSED COMPLIES (PRIMARY) EXIST. I PRIMARY FRONT 14.6' 2&22 - 12.b' OUT. I YARD(CLARK RD) 95.01 25.0 223' NO 1 PROP.PORCH 5HNR. SECONDARY FRONT 20.0' 26.2' 262' YES YARD(NORTH RD.) SIDE YARD YES 1 EXIST. I GRAVEL m REAR YARD SSA' f7.4' 17.4' NO DRIVENA n N REVINO p.B'1ZOA ' Q 5 20136'10"E 65.00, L'l'T( D I jLJl avr OF ` n AH lh `C` I.'THIS IS AN ARCHITECT SITE P __� LL 0 SUB.MCT TO VERIFICATION BY A LICENSED - SURVEYOR THE INFORMATION a REPRESENTED ON THIS SITE PLAN 15 TO THE EDGE OF PAVEMENT ARG4ITEOT'S BEST OF KNOLiLEVCe (O� •)�� 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED FEB.21,2012 AND G PREPARED Y L A R K R O A D PECONIIG SURVEYORS,PO. KY.STATE LAND SURVEYOR LIC.004R61b P.O.BOX ROR (jT �•• '1 kl,'�4-d 90�HOLo NYERq STREET "A-q 037 05 0 PROP05ED SITE PLAN T� -1(65U 765-5020 \� SCALES I'=ISb° ( 0�N r GENERAL SYMBOL KEY: e$ € r_—I Ommrim;muw --��^.r�tm;varmwmx wui 3 I I —' EXIST, I nff� RECEIVED i i EKHT1`—"% ROOM i i gn u t AUG 2 3 2022 i------------- I P------ W 4 5p idle, Zoning Board of Appeals I I 5°�o Mill, Y2' EXIST. II EXIST. BEDROOM t Iobb SOFT. ^, EXIST. BEDROOM 199b 9aPT. 4�� EXIST, t-iNAj-.RAP 41 REVIEV&D BY Z13A a) m SEE f3teffION#22LZ + EXROO DA1TED TI 1 3 L_ 55A 50FT. Q (n r (3) ----------------- -----------------------J c LAUND Y GL. ® L Q EXIST. OUTDOOR EXIST.LIVING SHOWER ROOM 156.7 SOFT. EXIST. KITCHEN II1.450Fr. •'�'i � y wEu o� O O ¢ ION � Fw ox `FteDr�a�i 8 EXIST. GONG. PAv er F w.A uu 7 I n PROPOSED FIRST FLOOR DEMOLITION PLAN �T �3 40) 631A S.F.HABITABLE SPACE;66'1.9 S.F.GROSS AREA 'LALei V4 Ic fiOF N�� a GENERAL SYMBOL KEY: s IIgg;a 20'-1' �mr roan varJre 6 �^is .. RECEIVED AUG 2 3 202 1 =ply 4 La Rig e of ® r 2€igw9l Board MOP. I Zoning MEGH• g��g3 feL, p E Hill€ 3 115 PEN �� PROPOSED ' qba SaPT. PROPOSED PROP1 LIVING ROOM 4-j �ry .� 90T�SG1.FT. _ •• � U °� 1V I I MOE= � + 0 PORK GEILI C LINE ` U ABO EXIST. Q LAUNDRY GL. PAN. EXIST. OUTDOOR PROP. SHOKER FINAL MAP GAUNTER EXIST, o o REVIEWED BY ZBA POT II�'7A SGt.FT. BEL LY No woRK CHEN ^ SEE DECISION# L FIREPLACE DAYct7 1 f 9 1-2_ N w C =Q y rL o in g 9FF REF. V 5 N PROP. Q _ GONG. '�` n PAD ,��R�.D akc g ra PROPOSED FIRST FLOOR PLAN N� ,- .O� ��/� Ecn�e W.I•b• V/ 664.1 5.F.HABITABLE SPADE;664.1 S.F.CROSS AREA �$Or.NE•� JUI a GENERAL SYMBOL KEY: o$ W W y ;a rawnnox w.0�3:� msnrnm awx(_� 0��59 . �r000 mare k�'^ i�6 Eg HN MPH RECEIVED AUG 2 3 2U22 Board of Appeals Zoning -� WAM sNE�I;� PROPOSED PROP. BATHROOM J 40.0 SOFT. PROPOSED p O BEDROOM a 91 O _ aS lags SOFT. O z �� O 4 / 9 ) CO OPEN a BELOW / \ FROP05E B ROO ; L 2 40D SOFT. w�- Q 'U) LL 6 PROF C PROPOSED �f r -7� BEDROOM I /\ 14a.H SOFT. FINAL MAP D ATTIC, REVIEWED REVIEWED BY ZBA L HATCH J SEE DECISION# 7 PROPOSED II DATED 1 l�•l a3 0 i FAMILY ROOM I'� 11 O—�n g I65b SOFTT.. �I � d m 5 �;.r*ne� ate,"°r,�g O �� •••-.• g w Dt PROP05EP SECOND FLOOR PLAN * r o &5'7.•7 5.17.HABITABLE SPACE;631.7 S.F.6RO55 AREA ,,03,7413 �b W 1" - r 3 351-01 5ETBACK FROM 5"-O'SETBACK FROM REAR PROPERTY LINE FRONT PROPERTY LINE RECEIVED AUG 2 3 Board of Appeals a Zoning Q3 L_ U :3 m O 12 L LD) m Q SEG.FL. �65 (n G.J. Q FINAL.MAP REVIEWED BY ZBA 4 SEE DECISION#k77/7 DATED / l�I o� q aLu z j Q Y tc h v 0 a a M� LL � "A WALE. 2 SOUTHEAST ELEVATION(LEFT SIDE) �5 "A WALE.I/4'o 1'-' y� 037h0y �OF t�E� RECEIVED s $�E AUG 2 3 Z022 � �g b o3�€gS Zoning Board of Appeals ad a� U � N m U LM Q El 11 F NAL MAP DO R VIEWED BY ZBA = E] H - s DEcisiory Z E W D TED—j s N NORTHEAST ELEVATION(FRONT) a l� scnLe.va•.iw• 1 kip) o374 5 O o9TE OF14 W� 0 .§ J, . � §§ #cIE«D ' #§f lffi 551-0"SETBACK FROw rs_a FROM \fh AUG 23202 _«PROPERTY LINE REAR PROPERTY L §4R Zoning Board yApp e — — — — �||■||� E z 4 2 a) 3 _ ! * { E ) _ O ` Q w FINAL MAP REVIEWED BY ZBA mm2k S 2§ �y DATED/�/ G� �2 Rq� � RmHEs ELEVATION(RIOH T&v) k 037 0k �� OF N+ § § N RECEIVED AUG 2 3 2U22 12le Zoning Board of Appeals OR gg sR 12 3E €kG L U •� � m 4 U 4 Q —5EG.FL. G Q Ll [FIN:ALMAP BY ZBA N#O �/ C0 O W o ►IFNI--D: in rc M LL � SOUTHHEST ELEVATION (nAW scue.va•.iw• �l4 Z.� � fi ' u',a 9j�037A0� 4p� a a� FEB 2025 $uf►d;,,g D� Town ofS ut®di7t 5 C/' 12 uai /e O n u DOWN 9hJvinq M/fSTFS DE DrOOM Z,G,• o 152 squorc le 2.'�„ •'�`, G�.05CT _ O hang 8 double docket SIY..I d00/5El GL05C7 5helvinq PAPY'S bPDFOOM El 1415qua/e/eel /lal FO L-/ FAMILY DOOM ILJ 7ui mo SITE PLAN HATCH KEY: Q PROPOSED BUILDING ADDITION - 0 Ld � l PROPOSED ACCESSORY STRUCTURE W AP R U mDSNOT D COMPLY WITH ALL CODES OFF v S3 �; NEW YORK STATE & TOWN CODES PROPOSED 2ND STORY DATE. _ B.P.# `3� AS REQUIR,E9'f�ND CONDITIONS OF FEE: �� _ P.y, V/ 'C N ,�ZEA p � O NOTIFY BUILDIkG DEP:�RTMENT AT p �p 765-1802 8 AM TD 4 PM FOR THE " O r- •- i;_ .0 BOARD .._. -v OLLOWING INS?E:Ci IO��,:S� -- � �-�- - •.-�-,�.� •.�--�.. - � O 1. FOUNDATION - TV,0 RLOUIRED S .,n USTEFS O C >_ a. FOR POURED ('0i"CRETE " ' Z N >, 2. ROUGH - FRAV,!NG & PI U,vl BING F0 3. INSULATION U ' {; O p .� c0 v ,y 4. FINAL - CONSTRt; SON MUST p E COMPLETE I ")�: 0. N PLUMBING . c p v .. ALL CONSTRUCTION S,,r;LL MEET THE � - '� ,'y•' � Q r � 0 REQUIREMENTS 0=THE CODES OF NEW ALL PLUMBING WAStE;..;f YORK STATE. NOT RESPONSIBLE FOR &WATER LINES NEED'=.�''r, }+ . nn ll DESIGN OR CONSTRUCTION ERRORS. TES ING BEFORE COVERItM,_ 77.80' r t S OCCUPANCY OR N °04'10"W °JSEISUNLAWFUL oEXIST.HAGHE o I :f _.IVITHOUT CERTIFICATE 0 ED -\1 - 1 PROP. DWJF OCCUPANCY QU) \ / EXIST. O ELECTRIC + METER EXIST. SA5 U RETAIN STORM WATER RUNOFF a o METER !� PURSUANT TO CHAPTER 236 �' 32.1 73' m �// PROP.\ OF THE TOWN CODE, PROP. o . REMOVE / �PP`TIO� CONDENSER f ' STEPS $ 2 14.4' 7.4' - PLUMBER CERTIFICATION rn ENTRANCE 35' REAR (� 3 SETBACK LOGAT10N MAP ON LEAD CONTENT BEFORE rn EXIST. SCALE: NTS CERTIFICATE OF OCCUPANCY �+ / PROP. SECOND STI' 20' FRONT - - ADD. FRAME DWELLING G� - SPACE SOLDER USED/N WATER ' SETBACK cry/ ( 2 BEDROOMS ) _ I HATCH (SECONDARY 1O) / SUPPLY SYSTEM CANNOT11 - SETBACKI � FAOE <E� EXCEED 2/10 OF 1%LEAD. � � - / � l - -; - - - ---- - _ - -- - - Q 35 FRONT X15T.' �c®® � � PROJECT LOCATION & SCOPE SETBACK UT. EXIST• (PRIMARY) HWR. CONDENSER -FROFOSED SECOND STORY ADD I TI ON SITE PLAN & ZONING DATA � IFU ' I ED S I -PROPOSED FRONT PORCH ECTION REQUI 26 2' /� 14.6 // 12 8' -PROPOSED PST I O -A �'PR P. PORCH \ GENERAL NOTES Must provide Manuals = � �-� ENERGY TABLE D, J and S as per �} 1 I � �T DATA : - STRUCTURAL DESIGN CHARTS NYS Energy Code o 1 GRAVEL i J _ .�� , , L-- - - HOEDOWN ANCHOR BOLT DRIVEWAY O / -. - _ STRAPPING, & NAILING DETAILS \ I� n? PROP. N p PROJECT / ZONINC DATA FASTENING SCHEDULE Blozver door _ TAX MAP # --- - - - - 1000-051-03-26 FRAMING GRAPHICS and ductwor]c - � _- z -_- - � � p� ZONING DISTRICT Ii R-40 G/NG BEAM CONNECTION PATTERNS testing;requir("d. - -LOT AREA 0I ACRES II . --- O FIREBLOCKING DETAILS � i° CeO MAI N IN HOUSE #3�i68Q; 06/OB/I6 1 - S 2b 3b'10"E 63.00' �-I t� I I _ O PROPOSED DEMOLITION PLANS All exterior lighting -_ -_ - -_-_-_--GofO -TOOL SHED #Z076; 12/12/-10 6;12_--- - PROPOSED FOUNDATION PLAN I Installed,replaced or � repaired shall conform VARIANCE APPROVAL � REQUIRED � ;I w to Chapter 172 of the Town Code --- -_-- --- - '-- - -- - -- --- ' - - - - �� •�� PROPOSED FIRST FLOOR PLAN --- -- - -- - EXISTING PROPOSED ! � -- - -- --- - - -- - HABITABLE SPACE - -�_ - - - - - FIRST FLOOR AREA P _- --_ - _ S.F.-- -_ ! - -- I 00�►C?T PROCEED WITH -__'-- EDGE OF PAVEMENT i 637.q S.F. � 664.1 I _- I - -- - FRA�J';NG UNTIL SURVEY,, -- - -------- - 637.7 S.F. OF FOUNDATION LOCATII'dN, j SECOND FLOOR AREA A- 105.00 PROPOSED SECOND FLOOR PLAN HAS BEEN,APPROVED1. - ROAD S.F. a G L �, R K TOTAL BEDROOM COUNT j 2 2 I _ _ - - --_- -- - PROJECT: LOT COVERAGE ��0 � •00 PROPOSED EXTERIOR ELEVATIONS --- - - - - -- - TZO U MAS DESCRIPTION (FOOTPRINT) AREA LOT RESIDENCE GOVERASE TOTAL LOT AREA 5,173.0 S.F. -- ___ A-202 .00 PROPOSED EXTERIOR ELEVATIONS EXISTING MAIN HOUSE S.F. 13-5% -- 35 CLARK ROAD EXISTING ATTACHED SHED 51.4 S.F. 0.6% ROFOSED SITE FLAN - - - �� ---- � -- _ i SOUTHOLD, NY 11971 EXISTING DETACHED SHED 63.0 S.F. 1.2Y - _ ----- _ - - _-S.F. ==='I Ia�0 .00 BUILDING SECTIONS DRAWING TITLE: PROPOSED PORCH 5&.4 1.19b - --- ---- S.F. ROOF PLAN - -------- li PROPOSED PATIO _ - - 21.0 S.F. 0.490 --� - - __-__ - ------=.-_---_-.__- _-_-._---- ---- - PROJECT LOCATION & SCOPE TOTAL AREA OF ALL STRUCTURES J &72.7 S.F. 16.�f90 --_ _- --- - - --- - - - - _�- -_ - -__ _ - - ---- -- -- - - - - SITE PLAN & ZONING DATA "MAXIMUM LOT COVERAGE ALLowED - 20% Jli A-401 •00 DESIGN DETAILS REQUIRED SETBACKS - MAIN BUILDING PAGE: I! REQUIRED EXIST. PROPOSED COMPLIES I 0 1 .00 DWV/ WATER SUPPLY RISER \ PRIMARY FRONT - lI00 ■I�!= ---- _-- �I - ', GAS RISER ,� 3. a V YARD (-LARK RD.) 35.0 -25.0 - -= - -22.3 __- = NO --= SECONDARY FRONT YARD (NORTH RD. ) l 20.0 26.2 26.2 YES PROPOSED STRUCTURAL PLANS DATE: 02.15.23 " _ 1 OF 14 SIDE YARD Ia.O' 14.4' 14.4' YES SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN d IS - -- - --__ - �i SUBJECT TO VERIFICATION BY A LICENSED REAR YARD 35 O 17.4 17.4 NO - -- - - SURVEYOR. THE INFORMATION _ l_=- - = _ -I �- 0� ,00 PROPOSED STRUCTURAL PLANS , REPRESENTED ON THIS SITE PLAN IS TO THE D ARCHITECT'S BEST OF KNOWLEDGE. DRAINAGE SYSTEM CALCULATIONS: = 778. p 3 Sci. Ft. .17 s �"„� ! ? ('�` 0 2.SURVEY INFORMATION WAS OBTAINED 778.35q. Ft. X 0.17= 132.311/42.2= 5.155 VERTICAL FT. OF 8' DIA P OL �►J t - �� FROM A SURVEY DATED FEB. 2-1, 2012 AND •Z ■ Ul a PREPARED BY: REQUIRED .� - - •;.f rt� PROVIDE (2) 8'(P X 2' DEEP DRYWELLS t ` _ lei PEGONIG SURVEYORS, P.G. /'\ IrbAc- I 1 ►)pa,4 prd-e_cl�m ' N.Y. STATE LAND SURVEYOR (P [77 'V DRAINAGE SYSTEM INSTALLATION NOTES: n ��LIC. #04,1618 Y 1 I�.w 'e l�-�1 �Q7il' �.1, 0,37�;' Y D P.O. BOX 909 A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS b G� N 1250 TRAVELER STREET WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC �F SOUTHOLD, NY 11971 COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE (651) 765-5020 EDGE OF ALL FOUNDATION WALL5 • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS B CONCRETE SLABS AND PROPERTY LINES 0 CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL --_ - - -- - - - -_ ------------------------- NOTES � SFE(f.,F I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY - AE35RE Y I AT I O I VS 0- IT ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER I = 8-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT IS THE CONTRACTORS RESPONSIBILITI'TO KEEP THIS CONSTRUCTION DOCUMENT BIND -- --->_ --- OTHERWISE NOTED. i ----------- OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE i �INSUL. --II I TOGETI fER AT ALL TIMES. IT IS ALSO THE FAMILIARIZED RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF f BD. BOARD Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK , --- --- -- - -_-- -- 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR r -_i BASE FLOOD ELEVATION INT. INTERIOR W 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. i- - - - - - -- J W II BFE GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PR -- - - ---- GENERAL �i� -- BUILDING K 1KIPS (1000 LBS) -� 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTSTHIS DOCUMENT 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN,UNDISTURBED SOIL BLDG. � l - I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE -- - - PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLE55 (1) 2"xb" - - I M - -- --- --- -- ---• . APPLICABLE BUILDING DEPARTMENT. ;I BM BEAM JI MANU. SPEG.'s [MANUFACTURER'S SPEGIFIGATIONS - I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS ' -__- __- Q 1 THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (U TON/SQ. FT.,U.O.N. II-- -- _-- -- -__ 4-0 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O' BELOW GRADE, UNLESS II B.O. - BOTTOM OF MAX. MAXIMUM __-- -�11 �i •C N EQUAL.LUSH FRAMING USE 16 GAGE T JOISTS GE TEGO O I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. WAOTHERLLW15E NOTED 1,S TO BE POURED II _ -_ - __ _III_ ____ - - -- STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. 1. BOTTOM ,)MEGH. MEGHANIGAL .. 0) (D ALL DIMENSIONS, - --- _ _ _�- EOH - NI - - - --- - -_--- - - _ I PREFABRICATED WOOD I JOISTS, STRUCTURAL COMPOSITE LUMBER, CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ - U �a-- � 5.ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B - _L -- �I �� U - •D �- O 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.N.B.O-W. _ 1 BOTTOM OF WALL - MIN. MINIMUM -- - - AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS -_ RULE5 SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING 15 IN PLACE. 1 •L 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i G.J. ��CEILING JOIST NAVD a ,[NORTH AMERIGAN VERTICAL DATUM OF Ig88 -III d- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -_- _- = - -- - - -- - _- -- ____ - - -- O C Z T- i U.O.N. -- LI. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. OF THE OWNER/BUILDERCOL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE _ n- INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _ __ -__I _-_- _ __- - _----_----_ - •0 -y N -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED I 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR .JOB CONDITIONS CONT. ;CONTINUOUS O.G. ON CENTER - - U WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. SHALL BE CLARIFIED WITH THE AF:GHITEGT/ENGINEER BEFORE PROCEEDING -- - - -- _ - - - --- - - - �, C -N CO 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - --� - - - - - �� - �I O O WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBE. I DOUBLE OGG. OCCUPANCY ' O -f-+ q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE III ---- -- b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION �L7BFE PRELIMINARY BASE FLOOD ELEVATION 11 UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I.,U.O.N. DIM. DIMENSION P. GONG. POURED CONCRETE J O .1-j ___ _ _ ____ __ ___ _ _ _____ _ C Imo 10 ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS. GLUED LAMINATED TIMBERS SHALL MEET �1,-__ - -_ Q �. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS - _ - -� _ _ __ n , BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, SHEATHING 15 OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH I; V/ ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS F PLATE - - -- FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN - - -- lr - -_ - __-- _ -- �I - - ------- II - - - 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I,EA. _ EACH PLYWD. 'PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - --_ - - - '_' =- -- _ =---- ELEV. ELEVATION P.T. __. .-_ ! -- --_- ------ _--- -- q. DO NOT SCALE DRAWINGS, WRI fTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - PRESSURE TREATED �_ -- - _---_ - -- DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIP. EQUIPMENT - ]I----- REO p 10. LE FOR ALL INSPECTIONS, -- ------ --------- -- - ---- - C:ERTIPIGABTEUS,DCERT. OF OGGUPAI�IGY OR COMPLETION AND U.L. APPROVAL il,REQUIRED -•�--J ER ARE � NAILING AS PER FASTENING SCHEDULE O P G G-00 G D, .O. CAPACITIES O PREFABRICATED OD - O T , T T T. - - , e - 12. EXTERIOR SHEATHING TO SE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - -- -- --__ - -- __ __ -__ _ ___ _. APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING J RI � RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA - -__- _ ____,__,_ - __- I = _-- -_ - U AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN - - PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR - RM. - ��M I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" AE30VE FINISH GRADE. -� -- - --- --- --" ----- - --_ - - - - - - ,j � ) A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. - ��FRESH AIR INTAKE - --- ---- - - R.R. - ROOF RAFTER - - - -'1 v 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES - - - --- RESPONSIBLE FOR DESIGN INTENT ONLY. _---_ --_- - _ ------ =I -- -- ---__ -- -- --- F A.V. - FRE�HAIR ENT RATIO I--- � - - , _ EXCEED 8'-O' AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO AREASTL. STEEL --__- ��_ ---> -=_- - - - f ---- - - - �L- -- - - _ ----�' 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. T FORTH T G GOD EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE - S.V. SMART VENT G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I-I. NO ADDITIVES SMALL SE PLACED IN CONCRETE UNLESS SPECIFIED BY ( � ��---- - - , 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALLHOOD L� � --- - --- --- �� - -� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNNG BUILDING CODE AND AIOVADDITIONALHREQI�REMENTS AS ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED -- -- - RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I I BROOM GLEAN. NECESSARY. SET FORTH IN ANSI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION ��TEMP GL TEMPERED GLASS 11 U CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. _-- - - -- - - - --I'r 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS I THK. THICK I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL ___-_. I�___ Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A = _ - _ - -- ----- - - -- - - - J '- -- - - - - - - ------ -- - ----- LIABILITY INSURANCE. ALL SHALL. COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. i.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION f T.O.W. 'I TOP OF WALL `tl AND ORDINANCES. GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED EARS CONTINUOUS IN THE FOOTING. ALL 4" THICK -- -__-_-- --- _ --_-_- -�`� FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM 03-7 SPECIFICATION FOR GYPSUM LATH, OR ASTM cl'l CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRCE - I�FLOOD RESISTANT CONSTRUCTION ELEVATION Tr J TREAD 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. -__ _ - - - ;� THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER -- COMPLETION OF PROJECT. AS PER PAGE G-005. I.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I!FRAME ILTYP. �rTYPIGAL n 1 Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR n VJ -- -- -- 1__I. - - - I THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP B 3-O BELOW GRADE. FRPR. 11 FIREPROOF - �I LI O.N. -�I UNLESS OTHERWISE NOTED 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/All AL35.6 HARDBOARD SIDING. I - - -- - -- - ARGHITEGT NGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I � ---- -- -_- `_ �-_ -`___ -_ AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD (FTC. II FOOTING --11 VERT. l VERTICAL l ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I STRUCTURAL PANELS: GLASS WINDOWS AND DOORS ----_ - _ --__-_- ---- __-----'I=--- __ =� _ _-_- _- 1. _ , _---_- J I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. - '��i I THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD � ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, I.&.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ';-- - - -_ - -- --- ___-II-_----_- - _ �_ _ _ _____ _ -__---- - _ _ _ _ I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO -- ----__ - ----- - ------ --- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. li HOLD DOWN Ii Ld/ WITH I CLEARANCES ARE PROVIDED. I__- _---_ _ =-I _ ___ --_J1-----_ �� ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (E) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND I`-- _-._ _-- _ . __ -- -_ __-- - �-_ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY I HDR 1I HEADER WD. WOOD I 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED _--__-.,_- -_-__ _- _-�IT-.= _��___ __ _ -- -_ -__ __ __-- - CONTRACTOR, ANY SUSGONTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 1 < u EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OT ERW 5THIN 15" OF 1E NOTED.SHED OR SHALL SE OF INSULATED TEMPERED GLASS, 11 HNGR -- -J11,HANGER - - - - -- --�'I,ZR --- ZONING RESOLUTION BE LE ESS 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH _- �J __- --. --_ _ ��_ PARTYSINDE�MNIFIEDLHERE�ER ,HER OR NOT IT IS CAUSED IN PART BY A - -_- - - - - --- - ---= IJI EVALUATION REPORTS. 1 A. TRUSS JOIST McMILLIAN I.qE MIGROLAM HOR. I HORIZONTAL B. GEORGIA PACIFIC 2.OE G P LAM 1.6.2. ORIENTED STRAND BOARD (055), WAFERBOARD ORIENTED STRAND -- -__ -_ __ 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF GGNSTRUGTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURERS SPECIFICATIONS. -- - -- - BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT = -- -_-_ - - _ - -- - --_ --- - ------- - -_- - _- --- - - ENERGY CONSERVATION CONSTRUCTION CODE. - --- -- TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR '�I I I '�I /�I I �/j' '� I 1 1 I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR I I `I SU L A7 I O I `L � FENESTRATION RE O U ( E I I E I V,7S AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITEC•T/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ----------._ _ _ _ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY -- -- 1 REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE �• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL i Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE COMPONENT I CoMPL I ES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 8• ALL GLASS IS TO BE FREE OF MANUFACTURER AND IMPERFECTIONS. GLAA VALUE CITATION (PER 2020 NYSEGCC) I 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l GELLUL051G SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR --_ - -- -- - -- --- q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - i IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.32 I HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. D. THE [AIR VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. 5TRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. LEAKAGE = 0.50 GFM/SF DERSEN - - - 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS AREAS FOLLOWS, BUT NOT LIMITED T10IEDESIGN PRESSURE, - --_ i PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 I 22. PROVIDE FIRESLOGKING AS PER NEW YORK AGGESSIBILITY STANDARDS. PS- I THE GOVERNING BUILDING GODS AND ANY ADDITIONAL ROUGH OPENING,U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS _ I MIN. R-VALUE = 3B MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD i __I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS. 2" SPRAY FOAM INSULATION (R 14) ; HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE ( ) 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE + R-2& BATT INSULATION I,FULL HEIGHT OF UNCOMPRESSED INSULATION TO NOTCHES AND HOLES SHALL NOT ER THAN IN THE SAME GROSS-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE (TOTAL R-42) - ' EXTEND OVER THE WALL TOP PLATE AT EAVES YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (WITH ATTIC SPACES) - -- I'PER ND OVER .1 $ TABLE L TOP P - CLIMATE ZONE 4 OF THE HOLE SHALL NOT BE CLOSER T TO THE EDGE OF THE STUD. REPORTS. , COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. TEMPERED GLASS. � _ .___ --- -- 1: ____ _ _ ______ 2.2. FASTENERS AND CONNECTORS. ALL FASTENERS AND CONNECTORS SHALL - - - - - - --- - - 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."i. R-21 GATT INSULATION GORES AND REFERENCE STANDARD: II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EXTERIOR (2"xb ) WOOD MIN. R-VALUE = 20 (CAVITY) YES STA1. LL EN HOGKGODEO 020 NEW RMED SHALL CONFORM STATE RESIDENTIAL 2020 0GOE NEN YORK NOTES, AND TABLES ON PAGE 0-003 d 5-004. THE FASTENING 50HEDULE OLAZ ED OPEN OF ASRTM E PROTECTION AND ASHALL MEET THE ASS MODIFIED B OF THE LARGE FRAME WALL R-VALUE - - - i�PER TABLE R402.1.2 - CLIMATE ZONE 4 N 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI B 18.2.1 SQUARE AND Y 2020 NY5 BG ____ _ _____ __ _ - - HEX BOLTS AND SCREWS (INCH SERIES). -- - -IIP---------------- - ---- - --- ------ -- -- NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SECTION 30L2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET - ----_ '�- -- -_ --- Z SPECIFIES THE REQ'D NAILING O T G NY NAILING I SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w STATE ENERGY CONSERVATION CONSTRUCTION CODE. THE REQUIREMENTS OF AN APPROVED IMPACT-RE-515TANT STANDARD ORMIN R-VALUE = IQ SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5CREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOOR R-VALUE 50 BATT INSULATION 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DASMA 115. PER TABLE R402.1.2 - CLIMATE'. ZONE 4 I YES 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF # _--- -______ ---__- _ __-_ _- - -- - - -- -_-_-- I: __------ - UHOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND✓FLOOR PLANS. - _ -2015 WOOD FRAME 12. AS AN ALTERNATIVE TO NOTE 11 ABOVE, WOOD STRUCTURAL PANELS WITH 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES COMPLIANCE STATEMENT: --- - -- . -- -- I__ HOOD FRAMING, AND CONNECTION TOFOUNDATION CONSTRUCTION MANUAL BY THE .AMERIGAN FOREST I8 PAPER ASSOCIATION A THICKNESS OF NOT LE55 THAN a' AND A SPAN OF NOT MORE THAN 8' SHALL 26. COLUMN SEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN � I (AFbPA) AMERIGAN WOOD COUNCIL (ANC.). AT PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, [r I ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS --_I - ---- - �- -- 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 i WALL w/STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. , ! PLUMBING GORE. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE SECURE w/(2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ' 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS 8 12" LONG HOOKED BOLTS® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - __ _---_ - _ _ Q I 1 MECHANICAL CODE AND 2020 NEW PORK STATE FUEL GAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6 GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. n WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. ALL ELECTRICAL WORK SHALL_ CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TABLE R301 .-1 CLIMATIC, $ GEOGRAPHIC DESIGN CRITERIA I CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - - - - - PROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, CODE EVALUATION REPORTS. - I ---- -- - U.O.N. WITH TOP CAPS ® STEEL COLUMNS O BE MIN. INE"OFBENT PLATE 5" LONG 225• NAILS: NAILS SHALL COMPLY WITH ASTM F I66"7 STANDARD SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. _-- -__ _-- _---- - -- - - - - � --_ __ _ GROUND SNOW LOAD � 25 L55 pp/�� /� w/6' RISE B w/(2) /4'� BOLTST L VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE TZOU MAS SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. STRUCTURAL MEMBER II DEFLECTION i BASIC WIND SPEED I 13O MPH GENERAL WIND PROTECTION CONNECTION NOTES: 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION - - 'I I-- ------- -I RESIDENCE 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - ADAPTED FROM STANDARD FOR HURRICANE RES T T RESIDENTIAL ASPHALT ROOFING SHINGLE5 SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY E� CONSTRUCTION;55TD 10-qq AND 2018 5BG HIGH WIND EDITION WOOD FRAME 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 1TAND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 ____ -_-__--_-- GONSTRUGTION SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER W/ NO FINISHED CEILING ATTACHED TO RAFTERS - 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FOOT. ____________ SEISMIC DESIGN CATEGORY B _ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2.2.77. SCREWS: 5GREW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 INTERIOR WALLS b PARTITIONS I H/I80 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODTGREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLE55 OTHERWISE NOTED: , WEATHERING SEVERE �+ /� t` /� 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL - P15H WASHER....................................2" I i �I �I 35 �rL/iRr\ ROAD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL LINE. B 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. INSULATION - KITCHEN SINK............................ I - -.__- -_ ............2' FLOORS 8 PLASTERED CEILINGS L/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED -LAVATORY...............................................2-1 I I - - - FROST LINE DEPTH 1 3'-0" SOUTHOLD, NY 11971 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. -SHOWER/TUB..........................................2 ( -- ----- -- ALL OTHER STRUCTURAL ' 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED i L MEMBERS L/240 CONSTRUCTION. FOIL TO BE PLACED TOWARD WARM SIDE. -TOILET........................................................3' _____ TERMITE i MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - LAUNDRY ................................................2" - 1- _- _ AREAS SHALL BE STAINLESS '.STEEL OR HOT DIPPED GALVANIZED. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - FLOOR DRAIN..........................................3" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: ICE BARRIER REQUIRED YE:S SPECIFICATIONS. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ---- - _- - - - --- --_ - - L__ _ - GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ------j SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5. NAILING OF ROOFING SHALL BE TO CODE. FOUNDATION WATERPROOFING. THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/24o ENERGY TABLE PROVIDED AT THE TOP AND EIOTTOM OF CRIPPLE STUDS, HEADER STUDS ------- -- -- AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: -7. PROVIDE FROST-PROOF HOSE BIB5 WITH EA51LY ACCESSIBLE DRAIN e EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS PERMITTED - q" R-50 FOR FLAT GEILING5 DRAIN COGK5 AS Ill H05E BIB5 SHALL BE PROVIDED WITH BAGKFLOW --- ----- - -- -_------ -- - ----- -- -- 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING - -- -- - --- ---_-- - ---- --- -- - - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF I°Xb° OR 2"x4" LUMBER 15 -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ____ -___ ____-_- _-- ---___--_. -_-- _ _-- LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF 2:12 PITCHES TO 4:12 PITCHES 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION &. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED RAFTERS. - 5.25" R-21 FOR FLOORS WITH BACK FLOW PROTECTION. I' b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 8. ASPHALT SHINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 51TE WORK STRUCTURAL DESIGN LOADS PAGE: THE SEALANT TO UPLIFT FORGES U51N6 A5TM D 6381. 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ----- - - --- - - HEALTH DEPARTMENT STANDARDS AND REGULATIONS. f-- ---- - --- - t - - � 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48' AND EVERY MECHANICAL CONNECTIONS: 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, USE 1 LIVE LOAD lIDEAD LOAD I -0 4"i'll j L _ _ - ---_ i WITHIN OF EXTERIOR GO RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF P LUMBING. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE I� 8. TILL PLATE D FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. [EXTERIOR BALCONIES 40 sf� 15 psf I ule moo TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I� OF AND 3"x3"x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SITE STOCKPILE STOGKPILAL�EXGAVATED MATERIALS. DRIVEWAY AND BUILDING II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. - -- 1 p ' _ 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf11 15 sf BY SIMPSON MANUFACTURER. 4. NEW AND XISTIN A NOR ANY POTENTIAL DAI IAGE THEREOF. . _-- _- I p II PROVIDED WITHIN b TO 12 INCHES OF EACH END O- EACH PLATE. ANCHOR 1'., BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T7' IN GONGRETE/MA50NRY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES E 6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE A - - p i' DATE: 02.15.23 2 OF 14 INDICATED IN "SIMPSON' PRODUCT LITERATURE. THERE MAY BE SEVERAL AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE PASSANGER VEHICLE GARAGES 50 psf I AND AT SPACING NOT EXCEEDING 4' ON CENTER. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MECHANICAL, FUEL OAS: ___ , __ -_ GYPSUM WALL BOARD LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 1 ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE p LOADING VALUES ARE LESS THAN WHAT I5 SPECIFIED BY "SIMPSON" -.----- -_Ii- COMPOUND METHOD. ELECTRICAL: NYS MECHANICAL CODE AND FUEL GAS CODE I 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED I ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2.+ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I- --- ----- -- -1� -_,I WL , TO 2017 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ' ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf CAD DEEMED APPLICABLE. ENERGY CONSERVATION CONSTRUCTION CODE. _ - _ p p II `�'`� `C�j��, MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. -- !- --- J � p� �,� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON I SLEEPING ROOMS 30 psf 3. 5/5", ONE HOUR RATED, TYPE -X' GYPSUM BOARD ON CEILING AND WALLS b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER p i I5 psf �<< /� 0 COMPLETION OF WORK. --- - J r I (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SPECIFICATIONS OF THE PRODUCT BEING INSTALLED I!I , IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING STAIRS 40 psf 15 psf t `' +� �; - ,,,_ - 0 EOUIPMENT,CONCRETE CONCRETE PANELS OF 5/SOTH�KNESS MINR IF IMUM. WOOD FRAME, INSTALL ARCHITECTVARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 3. SMOKESMOKE DETECTORS �/R PROVIDE HARD BATTERY BACK-UP i p t Y 1i * III GUARDRAIL5 AND HANDRAILS 200 sf 15 psf I (` - �I 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM I' - - I NI I � y-�! A. EACH SLEEPING ROOM I � TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12 sf FOR ATTIC 9,' 0,1 74 5 U) TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. B. OUTSIDE OF EACH SEPARATE SLEEPING I ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I 15 psf FOR LATH. fi �4F NE`�y AREA IN THE IMMEDIATE VICINITY OF ' r 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND THE BEDROOMS (GENERALLY THE HALLWAY) IL - -__- ---_----- -_- _ I ALL OPENINGS. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 5-003. C. EVERY LEVEL OF DWELLING A5GE -1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) # OL=�OJ�IN DETAILS fiY�I C,AL NA I L= I N0/STRA��I N(5 REOU R�MENTS FOR - -- _-- ------ --- _ _ -- 0- ' I I /� FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER U�L I FT, SHEAR/ $ LATERAL W I N D RES I STAI(f.,E I NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE I%4"x 20 GAUGE** -- "51MPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.I) ---_- - __ _-- - Q FASTENER 5PEG. FASTENER ! ? O HOEDOWN A HOEDOWN B DESCRIPTION LO- GONNEGTION A - AND QUANTITY - SPACING FOR NEW d EXIST. I `}A I L= I `(5 O 11� - _ CO FOUNDATIONS ROOF GE I L I NO FRAM I NO �' O h � I I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd -_--_____ CORNER STUD f �� 2.WOOD I5 ASSUMED TO BE Or,#2 b BTR. IN DRY USE (3) 2x FULL ENDWALL HE3GHT STUD AT RAFTER TO RIDGE 2" DRAFTER TO TOP PLATE (TOE-NAIL) - PER RAFTER CL •0 z N ENDWALL COMMON NAIL w/o PREBORED HOLES. HEIGHT STUD-___. CONNECTED HE GONNEr TI ON: R.R. 2' \ sERv1cE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-D03 PER JOIST � U CORNER STUD ``� n 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - --- -- - I -- -- ------- ONNEGTED TO �j- TRANSFER SHEAR - '� I TRANSFER SHEAR 1 C ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL Q O ++ r �. "SIMPSON" HDQa ! FOR STRAP - 3 8 d COMMON ' • • ' HOLES,SET NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP HOLDOWN ANCHOR a 2-16d COMMON .0 O ++ Ifn 2-I6d COMMON LOCATIONS NOTED 1° NAILS® 6" O.G. d NAILS 0 EA. END OF STRAP. ' • • • ++ N ++ 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. b • • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-I6d COMMON EACH LAP C 00 .. ON PLANS 1 10" O.G. IF BLOCKED •t �.,_..../ • • O BLOCKED c O" O.G. IF BLO CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ?•• 5.5EE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO -- --- --- Q r L O G.J G.TIES CORNER POST -'' ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90°ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE GRAPHIC BELOW) USE 4 8 d COMMON NAILS ® _ - - -- ---- - --- "SIMPSON" HDQS - 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY HOEDOWN ANCHOR® EA. END OF STRAP FOR ROOF BLOGKINO TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END �; SECTION 12.4-PLACEMENT OF NAILS # SPIKES t TABLE LOCATIONS NOTED PLANS / R, a I'I a SLOPES OF 5:12 AND GREATER. GR 4-I. ---- --- k;� RIM BOARD TO RAFTER (END-NAIL) - 2-I6d COMMON EACH END \ WALL FRAM I NO CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD y. g HOEDOWN INSTALLATION OPTIONS: CONNECTION: - 52 • '"`"r TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT y FOR NEW P. GONG. FOUND.'s _ / FOR STRAP - 3 8 d COMMON NAILS I HOLDOWN CAST IN PLACE w/-T/a"� THREADED OD -- -- -- - - -- STPAf .- EA. END WH�N N TOWN OF ISLIP OR NAILING �. • • -- • � TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-16d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.s • • SEE i I • • �` NOTE GEOMETRY EXCEEDS THAT PERMITTED IN � 7/b"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO _/� � � � ` ,� � J CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---- E31 MAX. NAILING GRID ABOVE UTILIZE % ' - I STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24 O.G. • — � ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I, SIMPSON # H2A (OR EQUAL) RAFTER TIE - -- " (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON IV' O.G. ALONG EDGES FOR TOENAI L I NG - 5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME �. . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2 :] 7:2-16d Ibd COMMON 12 PER STUD CONNECTION ^— • FOR G.J. TO R.R. - cI 16 d COMMON NAILS COMMON PER FOOT w/"T/a"(P THREADED ROD • REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN - ENDJOIST, or BLOCKING (PAGE-NAIL) AT G.J. TO G.J. CONNECTION: -- ------ --- APPLICABLE) O PLATE TO STUD ABOVE 4 OR BELOW HOEDOWN 'C' HOEDOWN 'D' _16_d COMMON NAILS FOR G.J. TO G.J. - Q 16d COMMON NAILS FLOOR FRAMING Q FOR NEW 8 EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION Cl G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATION ® ONE STORY ONLY _ (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUDS CORNER STUD -- CONNECTED TO TRANSFER SHEAR _�.. ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "SIMPSON" HDQS (3) 2x FULL • BLOCKING TO SILL or � HOEDOWN ANCHOR ® �� 2-Ibd COMMON HEIGHT STUD �� ___ 1 ° TO STUD CONNECTION: TOP PLATE (TOE-NAIL) - 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 J ON PLANS 10" O.G. IF BLOCKED G I _ I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST i CORNER POST I NAILS a EA. END - i I II JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST / 2-I6d ION FOR EA. PLATE TO STUD ABOVE 8 OR/ BELOW - 2 IG d COMMON NAILS k' NAILS ® 6'' O.G. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON - PER JOIST 1J BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd CommON ' PER FOOT a ',�:� } �' - ! `�`' • it ' ! ' ! ROOF SHEATH I NO d o - STRUCTURAL PANELS: SOLID PERIMETER EDGE ZONE ° ad COMMON 6" EDGE /6" FIELD "SIMPSON" S 14RJ CONNECTION DI D2 BLOCKING INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD HOLDOWN INSTALLATION OPTIONS: \�" a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. L UP TO 9" RAKE OVERHANG 11 FOR NEW P. GONG. FOUND.'s --- ---- - - HOLDOWN CAST IN PLACE w/ i/8"� THREADED ROD /�I 'ref- • - - - - - -� - AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR-1 5"0 THREADED ROD I(FF E-DRL LDED) EMBEDDED 12" INTO �- I • - - - - � PLATES) CONNECTION: D2 d COMMON NAILS ® EA. ----- -- - --- E CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY J FROMf" # I GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT -- ! CORNER / 4_4 ° ° FOR STRAP - 3 g `._.__ ..._. - - - -- -- - - - (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR - J -- �- - - - -- - SPECIFIED ON \ D I ° L END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID S CAST IN PLACE HOLDOWN --- I 4 FOR EA. PLATE TO STUD ABOVE B OR BELOW - J - - ---- -- - w/Va'(P THREADED ROD d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD '•.. 2 16 , -- - — i ALTERNATE CONFIGURATION - ABOVE STUD TO I ° SIMPSON (OR GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD N FLOOR CONNECTION w/ # LPT4 !_.. ' NA I L< I NO 57RAFF I NO W I Nr�)O 1/DOOR HEADER STANDARD/ALTERNATE 3 STRAP w,(3) ui 2` ° 8d NAILS® EA.END —__ - _ L -- - -- Z LTERNATEOF EA.EQUAL) ® PLATFORM TO SILL PLATES -.....,_��'. ,gLTERNAT�E STRAP TO i FLOOR SHEATHING (SUBFLOOR) 2 EA.JOIST-(FOR NOTATION: SIMP50N H25A) - ---- 0 A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 51,P. Ib4) STRUCTURAL PANELS: CONNECTION E r' or LESS: y% I B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (200 WFGM, TABLE 3.25B,P. 291) --' GREATER THAN I": 8d COMMON 6' EDGE /' 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(201.5 WFGM,TABLE 3.230, P. 2,12; • IOd COMMON b" EDGE / 12" FIELD - -- ---- --- -- - _ ALTERNATE AS PER TABLE 3.23D,P. 243) _r-~ • - ---- -- —_-- - _-_- -_--- --_ ,i D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" D.G. AT THE PANEL EDGE. w D (200 WFGM, TABLE 3.1,P. ISa) ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. �i, T - -\-_ f' i FL STUD TO FLOOR ASSEMBLY TO SILL FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 28b) t ° PLATES) CONNECTION 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 j (DOES NOT APPLY TO DOORS) (2ola WFGM,TABLE 3.a,P. I91) °° a ° ° a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. .� _•:` 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: ° ° ° ° ° FOR STRAP - 3 a d COMMON NAILS EA. 3 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I&D NAIL PER FOOT. E - - --- - ----- - - - - -• - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, fNGLUDING 4 ON EACH `/� L FASTENING SCHEDULE B _� A �a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4- PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE TZO U I'IAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 9° USED RESIDENCE i ° FOR EA. PLATE TO STUD ABOVE b OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) ~� `'^•..�� 2 16_ d COMMON NAILS i� NOTATION ' ROUGH A B G EOPNG [_0 --I 2'-0" 2 I I I !� I I ' 35 C D - -- - _-- - - SOUTHOLD, NY 11971 4'-0° 4 I 2 2 j 2 2 j Sf L= I �i 1 N0 OF TO� f=LAT GABLE ENDWALL BRACING/STRAFFINO DRAWING TITLE: " - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. ---- (B) - REQUIRES SILL PLATES OF 2'xb" (MIN.) - - --- -- -- - - - ----- - - - I - - - - - - - - FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE - - ----- - - --- --- BLOCKING 2 LESS PROVIDE -7 2 I 5 4 4 4 SPLICE --# TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING m 12"o.C. STRAPPING, & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES 54 C - 1 4'-0" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF ' - - -- -- -- ( - rDiMENSION FASTENING SCHEDULE IUILDING MINIMUM SPLICE BUILDING '�°'` MINIMUM SPLIGE'��` L (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) I- - - -- - - -- - _- - - TYP. STRAP w/(5) PAGE: --- ---- ------ - - -- - -- - -- --- ad NAILS EA. END 12'-0" 2'-O"/2'-b" 12--0" 3'-O" -- -- OF EA. STRAP ATTIC I6'-O" 3'-O"/3'-9" I6'-O" 4'-0" w 1�G# OR BOL<fi � � I I SAT I ONS - -- - ------ -- 1, - -- ! 00 ■ --�, --- BLOCKING 2 B� 20'-O" 4'-O"/5'-O" � 20'-O" 5'-O" 0 0 ' -- - --- ---- BAYS 6"-12" SPECIFICATION (201b WFGM TABLES 3.2A $ 3.25, P. 15-1-160) BACK® 4'-O" O.G. GONDIRTION � sa" FOR ALL STRUCTURES: 24'-O' 4'-O"/5'-O' 24'-O' b'-O" - - - ----� -- - ----- ---- - DATE: 02.15.23 • s/a"� ANCHOR BOLTS a 39" O.G. 28'-O" 5'-O"/6'-3" 28'-O" -i'-O" 3 OF 14 32' 32'-O" 8'-O" c_v _ SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE I. MIN. �" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 40'-O° SLOGKIN6 2 B CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE • PROVIDE AN EQUIVALENT NUMBER OF NAILS AYS BACK® 4'-0" O.G. GJ w/ 3" SQUARE WASHERS AND END NUT SETUP; I � .{ M. f END 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-b" ! 50'-D" 13'-O" U CONDITION _ TYR STRAP w/(5) A IN EXPOSURE B d iv TOP TWO COURSES SOLID ---- ad NAILS EA. END ' 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-D" 60'-O" Ib'-O" OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT --- -- - - - - ---- 1 - - ---- FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LATERAL LOADS SHALL A MULTIPLIED UL H/a; PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE •70'-O' 14'-O' "10'-O' 19'-0 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEARE5T FOOT): I -�o�:c. . 3. ANCHOR BOLTS ARE TO BE BETWEEN 6' 8 12' &0'-D" ib'-O" 80-0" 22' O" "9T� �374 �Q�„ FROM ENDS AND CORNERS (TWO a CORNERS) a'HALL- 1.125 --- __-- -- -- - ----- __ -- ---- _ 1 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS 11'WALL- 1 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 12'WALL- 1.5.5 4. COORDINATE w/ HOEDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS __ ___ GONTI NUOUS BUILT-UP GIRDERS 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A REBLOGK I NG FOR PLATFORM HOOD FRAM I N0 a WORKING f:NOWLEDOE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) ___ _ BETWEEN I/b ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'s FOR ADDITIONAL INFO.) I� i� E 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lli CONNEGTICN DESCRIPTION w BLOCKING UNDER LOAD BEARING WALL PATTER TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES i, THREE OR MORE _UPPORTS, JOINTS ARE TO BE AS FIRE-STOPPING. � NON-LOAD BEARING WALL OFFSET FROM SUPPORT -' MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER a A -ii(2)ROWS IOd NAILS O 12"O.G. P w THE SPAN LENGTH FROM AN INTERMEDIATE , - - 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q _ f3 �' SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SUBFLOOR !(3)ROWS IOd NAILS o 12'O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SERVES AS FIRESLOPPING. �� N SUBFLOOR �__. -�-- - LT --- - O STUDS STUD -- - -- s - -- I'(2)ROWS I/2° o BOLTS o 12"O.C.5TA66ERt�; JOINTED ON THE SAME SIDE OF THE SUPPORT. �! 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE DBL.• ENDS TWO PIECE PLATE SERVE AS FIRESTOPPING. Q w r- SOLE PLATE - - _ - --'------- - BUILT UP 61RDER P MAX.52" SOLE PLATE -D- - -'I(2)-ROWS 1/2" m-BOLTS o-Ib"O.G. - TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE I I I j � ( � 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE NAILING: _ -_ ESIDE ACH PI EGE AIILLS, TWO NEAR EACH END OF P JOIST SERVES AS FIRESTOPPING. L z E (2)ROWS I/2 BOLTS m 24"O.G. Al" - -- - - -- BETWEEN 1/bOTHERS STAGGERED WITH A DISTANCE (2)ROW5 3-5/5'TRU55LOGK 5CREW5 0 12"O.G. a V4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING - F _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH OR OF NONCOM-BUSTIBLE FILL. �' •� CV SO RENED ON(1) -- - - - - -- SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH �.BGRF_WFD ON(I�•SIIDE OF MEMBER SCREWS m Ib"O.G. P " / F i U I - II i /I` � b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE JOIST, OTHERS 5TAGGERED w/ A DISTANCE OF 52 T( j AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN C) .�.� (2)ROWS 3-3/b"rRUSSLOGK SCREWS® 24"o.G. - JOISTS SERVE AS FIRESTOPPIN6.MAXIMUM OFFSET JOIST [ - 15, RENED ON(1)51DE OF MEMBER __' E-PIECE P BETWEEN NAILS IN A HORIZONTAL LINE. /yam `� _ Q .�+ 1() H -� - -- 5---- — - --- ---- �,,� -1-+ 0 -1-+ THRE (2)Rows 5 TRUSSLOGK SCREWS® 12 O.G. I' C 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND JOIST DEPTH,d SGRF_WED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d - \� \�; 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O MATCHED SIZE OF BLOCKING P, NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. \ J``� �, �.. I SERVE AS FIRESTOPPING. Q r � 0 UNDER NON-LOAD BEARING FIRESTOPPING AND K �i(2)ROWS 5"TRUSSLOGK SCREWS o 16"O.G. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 " ( i' I -� Q �/ PARTITIONS ® 52" O.G. BLOCKING E_I,`-GREED ON BOTH SIDE OF MEMBER _ �j 3 STUD L �2)ROWS s°TRUSSLOGK SCREWS m 24"O.C. BETWEEN 1/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE r �. 8. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE C SCREWED ON BOTH 51ME OF MEMBER E 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. ;' , f. 'I II IT /� 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL GANTI LEVEED FLOOR GE I L I NO BRAG I NO NOTE: p. FOUR-PIECE GIDER5 ARE TO BE A55EMLED A5 / J� fl- BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO F �,' I.BEAMS HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPING. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER P FOR THE THREE-PIECE GIRDER. /- \� I0. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNE6TION PATTERN S'WHEN 10"OR LARGER 4 ___ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD ° — `_. �� / \� 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. 2 � � � � � APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP&IRDER \ T HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v P GIRDERS ARE TO BE SECURELY ANCHORED TO �/- ��°-�_;- � I SUBFLODR SOLE PLATE 2"x4" CONTINUOUS &ABLE END =F% FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF TRUSS MASONRY PIERS,NAILED TO WOOD POSTS OR ✓ THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING BAND LATERAL BRAGS® 6'O.C. BOLTED TO STEEL COLUMNS. \ I I m AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE W JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED CIA. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� $� I �( I jam ` PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN& ON ' NA I L I NO PATTERNS FOR SIDE LOADED BEAT " I5 (I c . FLUSH SEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE • 10)bd �✓ -LOCATIONS REQUIRUNG FIRESTOPPING- NAILS AS FIRESTOPPING. r FIRE- FIB_ WOOD FIRESTOI'PIN6 FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, I STOPPING 5TOPPIN5 ( , MULTIPLE-PIECE MEMBERS JOIST rm " 5d COOLER NAILS a 10"O.C. NAILED' BOLTED' I j 2"x4" BLOCK NAILED TO EA.BRACE ;I BLOCKING 2 ROWS Ibd 3 ROWS Ibd �ROW514• 2 Rows J,• 2 Rows1�" VERTICAL w/(4) IOd NAILS COMMON COMMON BOLTS•24' , BOLTS BOLTS ! FIRESTOPPING WHEN yl O 12'O.C.° O 12'O.G.° OA.STP.66ERED O 12'O.C. •b"O.G. COVERING 15 APPLIED ° STUD GYPSUM BOARD 20 ga.STRAP _ -------- --- TWO ROws 12"O.G. THREE ROWS 12'O.G. JOISTS Q TO UNDERSIDE OF DOUBLE PLATE (10)bd NAIL LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 " 5d COOLER NAILS® fo"O.c. BEAM SELECTION w/ 5TD. NAILING ° NOTE: ENDWALL 57u AS NOTED IN NOTES •7 $ 8 ALTERNATE JOIST SHALL BE LOCATED DIRECTLY s DENOTES ALT.FOR USE OF DRYWALL SCREWS ° 5 NONC.OMeusTIBLE O FIRESTOPPING LOCATION[ VER STUDS,UNLESS TOP PLATE IS 4"0 ED&E/12"0 FIELD FULLY BLOCKED 50LE RZ DESIGNED TO CARRY THE LOAD SCREWS#b - 1Ya"TYPE W OR S I.TOP AND BOTTOM Rows SHOULD BE 2'FROM EDGES WOOD FIRESTOPPING OF GIRDE FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE RILL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. Ci 0 CC C C) O U O 0° OVERLAID ROOF S.STAGGER EACH ROW OF FASTENERS BY 12•. @ C p p ATTACHMENT @ VALLEY 2'SPACE NOT 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED •� © NONCOMBUSTIBLE FIRE5TOPPIN6 �{ 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING APPROX.I INCH THICK CV'\ BOTH 51DE OF THE MEMBER i M\ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED �• FOR 4.O.G.NAIL SPACING. LOCATION '1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING H/ T.2 ROHS OF Ibd COMMON NAILS 02.O.GJ FOR DEPTHS 12'OR LESS N AII 4 bd NAILS LOCATION g T FIRESTOPPIN6 LOCATION 4 \ a EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS(12.O.GJ FOR DEPTHS OF 14•,Ib'i 15'. LOCATION 10 [FULL WIDTH 2"x BLOGKIN Z 0 I i i N OONSTRUC.,TION DETAILS NIND LOAD PATH OONNEOTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW R.R.BELOW NEW R.R.SET w/ UPPER TOP PLATE LAPS 4• IOd NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN KI NO STUDS \� PLAN VIEW NOTE: SIMILAR 0 SHED' WOOD JOIST -0- WOOD JO I S CRIPPLE STUD n ROOF,R.R. IN LINE BLOCKING - JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR -- - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDERHEADER 0 WOOD OI RDE JACK STUDS 0 MAIN MEMBER WOOD JOIST ----- W —_ 0 ko, 30" I JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDERMEADER TYP I GAL HEADER CONNECTION [ I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: '�IDIAM.X 5 APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL $E DRIVEN PERPENDICULAR TO � THE LENGTH OF THE NAIL FROM THE MEMBER END, ASS"OWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER TZ0 U MAS A MIN. OF (5) NAIL DIAM.'s AT A 40° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER SIX TIMES THE DIAM. OF THE NAIL 5. AVOID SPLITT ,NO MORE THAN 2 TOE NAILS SHALL BE TO IN EAINSIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD J WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE-- BOTTOM PLATE )IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR- 35 CLARK ROAD DOUBLE JOIST--,,- _-_ �J DOUBLE JOIST TOP PLATE '" SOUTH OLD, NY 11971 CH I M. CHASE SECUR I NO STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/5TU:75 TO ATTIC FLOOR d BLK'& TO R/L SIDES w/STRAPPING TO R/L SIDES) TOP N _ PAGE: PLATE ® O�� V4I ND RESISTANT OONSTRU�TI ON OONNE�TORS GHIM. CHASE WALL 13 z fJ i - - - - - ---- -- - - - -- - Lu e CONNECTION LOCATION, PART NUMBER: NOTES: e00 ■ oo o RIDOE-TO-RAFTERS G520 C� 2 I " APPLY TO EACH PA I R OF RAFTERS Q - - -- ® RAFTER-TO-WALL H� DATE: 02.15.23 4 OF 14 a z Q APPLY TO EACH RAFTER ROOF: o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER A z (( )) REQ'D BLOCKING o N PLATE-TO-WALL STUD C520 @ 1&" TO ALIGN w/STRAPPING d �w a APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w NTHE FIF15T FL. ®z u j 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 56" APPLY TO EACH WALL STUD �,�� ED C C� _----- ------- - -- 0 - - APPLY TO EACH JACK STUD HEADER-TO-JACK STUD G520 @ 12" � �\ • p �% FLOO!�/GLG. _ CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD — ------ -------------------- -- i - - SHEAR WALL HOLDDOWN ANCHOR 5STB16 APPLY TO EACH SIDEWALL END " t IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE(USE �a Q (USE WITH 3" SQUARE WASHERS) Tfi SIDS VI EN FLAN VIEV�I L -- -- -- - - - - - - -- - -- of NS 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. 0ENEF:1"AL 5YM50L f<E **r REMOVE Q - . EXTERIOR NEW PARTIAL HEIGHT DOOR b MECH. WOOD FRAME (L.O. STL. i;� �1 ROOM � EXISTING TO BE DEMOLISHED WHEN APPLICABLE) W ---� O -- v EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) l EXIST./ `� EXIST. EXIST. Q +' w OAS C N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \I in I I GO METER Lo 0 WOOD FRAME (L.O. STL. POST FOR 4" WALLS v _ _ O w O) (O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O - - -- - -- -- -�____=O 'p 0 POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED r-- =I b'-�2" b'-O" EXIST. ELEC. METER i >- II � I'-3y2" EXIST. WOOD FRAME (L.O. STL. 5" �`� •C Z WHEN APPLICABLE) .------- _; _ v -y N REMOVE 4 Gam. �y REPLACE WINDOW I O o� U C :3 (D -\\ W/TALLER REMOVE I i u� EXIST. 0 0 +' OPENING CLOSETS - BEDROOM REMOVE \,I � �s---I I 108.b SOFT. � -F-+ -1-•+ .. c N v EXTERIOR III EXIST. DOOR 4 STAIRS BEDROOM fi �a) O O III ExI5T.fi rf W DEMOLITION NOTE-: r- _ �I- PROV I DE SHORING AND SUPPORT TO ALL AFFECTED ' STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT i \` r --m - OF ANY DEMOLITION OR CONSTRUCTION. - -I— - s--- I I I EXIST. I \I �� loy2" BATHROOM ° — I - - / 55.0 50.FT, r l i ------- - ----- - = t==_= L�(S-l O m EXIST.LAUNDRY GL. _.I� REMOVE DOORS � I 4 WALLS • I + REMOVE d EXIST. REPLACE WINDOW I I OUTDOOR U W/TALLER -I EXIST. LIVING SHOWER OPENING ROOM 1562 SOFT. EXIST. ---- l'I CD .'I KITCHEN 111.4 50.FT. \� C4)�i O n l j EXIST. GONG. PAD � I i REMOVE---�-- --- -- - -----I FRONT PORCH PROPOSED DEMOLITION PLAN � I � SCALE: 1/4" = 1'-0" FOUNDATION PLAN NOTES i TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 2�-5 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 $�' • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 7'-p" 4 • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN b'-b" 5 APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOSiO- STOOPS (WHEN APPLICABLE) I —1— — PROVIDE 4"GONG. • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET cn 2) 2"xl0 P.T. 5 = SLAB FOR A/C DROPPED BM. ? DENSER FOR HEIGHT OF W PROP. xb ALL 4 SLAB (WHEN APPLICABLE) ! ( � GO DENSER ' 2" " P.T. D.J; .J� I , to w HOEDOWN: O Lv — — — O HCLDOWN 'D' AS PER P.AOE 0-003 �_ I p V OFOUND $ POSTS FOR WD. DECK: b m g HE). P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER Q Q e: m PECK DETAIL (TYP) fl FOR WOOD STAIRS ® GRADE: w O4 4" THK. P. GONG. PAD b" WIDE x REO'D LENGTH UPON z -3'-b"—I Q b GRAVEL UNDER 2"xl2" P.T. STAIR 5TRIN6ERS a j MAX. ib" O.G.,U.O.N. (MIN. 3 STRINGERS) � EXIST. PROJECT: TYPICAL LEDGER BOARD a EXT. DECK: GAS O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS FURNACE I I EXIST. 2. SECURED w/(2) 5/8" x 5" LONG H.D. GAL. LAG BOLTS ' CRAWL TZ� n C ® Ib" O.G. I 1 SPACE j f ��.7 3 EQUAL) H.D. OALV. JOIST HANGERS BY 'SIMPSON' (OR HATCH RESIDENCE 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. - - - -- 5. SEE NOTED DETAIL j I L '7 T I EXIST. GONG. r IS"xl8"x12" DEEP P. GONG. PAD FOOTING j _ LVL DROPPED _ - _ PAD FOR A/G NEW 3 9.5 _ _ _� 35 CLARK ROAD O AS PER NOTED DETAIL (TYP) N CONDENSER SOUTHOLD, NY 11971 TY'P. STL. COL.: b O PR:OVIDE A 3 " (TYP) STEEL COLUMN �l DRAWING TITLE: j PROPOSED DEMOLITION PLANS j EXIST. CRAWL SPACE EXIST. OUTDOOR SHOWER PAGE: It 5 I l-%7 u I'L i L — I I 0%AOjqk Q DATE: 02.15.23 _ o o , 5 0F14 i th O p-1 x ® F r- Q 7 cV -- —_ - - (2) 2"xl0" P.T. , „IFFY i DROP D SM. • • ,�� Et7�Re M. t Q374 PROPOSED FOUNDATION PLAN N f. SCALE: 1/4" = I'-O" 0ENE-RAL 5"'�rI " i50L <E*Nr : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 0 EXISTING TO REMAIN ►^THEN APPLICABLE) IW NEW WOOD FRAME (L.G. NEW FOUNDATION WALL \/\ -� 0 STL. WHEN APPLICABLE) NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C N WOOD FRAME (L.G. STL. POST FOR 4" WALLS V Lo O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I V1 POST FOR 6" WALLS), U.O.N. --- �w l w� O a-- NEW 2-HR FIRE RATED � �"+, WOOD FRAME (L.G. STL. L WHEN APPLICABLE) 0 C Z "0 N O O -w .r O :+j to -'-' N -1-' C O 0 FLOOROT 27-5 Q .- � O DOOR NOTE: NEW MECH. AREA: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Ip I. INSTALL NEW NAVIEN COMBI BOILER N05-240/II0H (OR 7'_3Y2„ 7'-O" n , PLANS BY 'JELD-I^IEN' (OR EQUAL). EQUAL) A5 PER MANU. 5PEC.'s (2) RI ® MAX. ellV 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL (1) Tr 0 MIN. 10" PLANS BY 'THERM'ATRU' (OR EQUAL). UNITS AS PER NY5 MG 306.1 3.DOOR TYPE TO SELECT 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS REQUIRED PER NY5 MG 504. - 5. INSTALL AS PER MANU SPEC.'S 4.IF APPLICABLE, DISCONNECT, REROUTE, 3 RECONNECT m PROP. STONE b.PROVIDE (2) 2"x&" HDR.,U.O.N. EQUIPMENT TO EXIST. PIPING AS REQ.'D. - PATIO z O EXIST. -�---J _ 7. SEE PAGE 0-003 FOR ALL OTHER FRAMING TYPICAL MECHANICAL AREA NOTES: 15 3'-O" 3' o" m �t 21.0_5Q.FT. 1 OAS 0P• ° ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. __ 103 m METER DRYER / I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY -- ---- --- v I. ALL NEW ILINO.NOTE• "DUROGK" (OR EQUAL) 10 -p. to EXIST. II'-Ij�2" VENT 12 O - 2 d MIN. 10' Tr - R SHALL HAVE MAX. 8-I/4" Ri 2. FOR HD. FR. WALLS - PROVIDE (I) LAYER OF 5/8" � NT � A rrYl STAIRff W l I I RISERS SHALL BE CLOSED TYPE "X' GYP. BD. UL U305 (OMIT ON GONG. WALLS) -"" --r� =ry -- 2. 42" HIGH GUARDRAIL d SPINDLE SPACING 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. F.A.I. ® 7'-4112 EXIST. ELEC. METER NOT TO ALLOW PASSAGE OF A 4" SPHERE; SPEC.'S AND AS PER NYS MECH. AND FUEL GAS CODE 36" HIGH HANDRAIL 6 SPINDLE SPACING NOT 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT PROP 1 ? X cvPROP. A/G TO ALLOW PASSAGE OF A 4" 0 SPHERE IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE MECH. I p ' 'k ONDENSERj • 3. GRIPPABLE RAIL. AS PER CODE 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE --�- m 2 3 4. RAILING TO BE YVOOD GL. FRESH AIR INTAKE FROM EXTERIOR - ` -�� dJ PROPOSED , ' 6. MAINTAIN OR PROVIDE FURNACE_/BOILER ELECTRICAL r f DEN -, • p ,p SMOKE DETECTOR / GO DETECTOR NOTES: EMERGENCY SHUT OFF SWITCH IO1 ( I SM/� � 462 50.FT. I X O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 7. FOR GAS SERVICE,PROVIDE GAS SHUT OFF SWITCH 4 v SMOKE / CARBON MONOXIDE COMB 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER COMBINATION DETECTOR W s HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CLEARANCES AS PER CODE 2 Q I 4'-9" 6'-10" -- 2.INSTALL ALL AS f'ER MANU. SPEC.'S q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d I I` 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CONNECT TO SANITARY SYSTEM A5 PER NY5 IN COMPLIANCE WITH LOCAL CODE PLUMBING CODE p PROP. -' EXIST. \� - APPLIANCES NED THROUOH A COMMON 10 d DOORS SHALL BE ANDERSEN IN DRAFT VENTIN615YSTEM SHALL COMPLY WIITHnALLL I BARN PROP. O Cam ' WALL DOORS SPACE GL• i SECTIONS OF 2020 NY5 RG G242'1. HATCH OI. ALL NE WINDOW NOTE: -FILL j, `{ W WINDOW�i ry 102 - J CASEMENT,DOUBL.EHUNG,OR GLIDING (AS NOTED); O FIRE RATED DOOR: EXIST. --- - INSTALL AS PER MANU. SPEC.'S. FOR 11 24X6$ 0.75 HR. SELF-CLOSING STEEL DR. N I ( 14'-0" 1 BATHROOM' t �1111T. SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 33.0 5Q.FT.AND DOORS" ON PAGE G-002 IF CASEMENT = CEILING LINE X�' A/GA/C CONDENSERS 8 AIR HANDLER: N 'NO WORK w <+ WINDOWS - ALL CSMNT WNDWS SHALL HAVE 12 ABOVE / CONDENSER STRAIGHT ARM HINGE WHEN I. PROVIDE (1) NEW 2-TON A/C CONDENSERS 14 SEER BY 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE "RHEEM" OR APPROVED EQUAL. TILT WASH 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH EXIST. 3. ALL GLAZING WITHIN IB R SI " OF FF TO BE TEMP. GL. ZONE (SEE THERMOSTAT FOP, ZONE DEGN THERMOSTAT ATION). LAUNDRY GL. 4.SEE PAGE 5-005 FOR FRAMING ELEMENTS AROUND 2.1. PROVIDE 2 TON HYDRONIC AIR HANDLER N PROPOSED T WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A 3.INSTALL AS PER MANUFACTURER SPECS. O MINIMUM (2) 2"X5" HEADER U.O.N. 4.INSTALL UPON LEVEL GROUND d PROVIDE GROUND LIVING ROOM - -- EGRESS NOTE: SURFACE (GONG. PAD OR OTHER) w/ EIGHT RATING A 307.1 50.FT. SUFFICIENT TO ACCOMMODATE CROSS EIGHT OFLIN COMPLIANCE WITH• NEW YORK STATE BUILDING CONDENSER. I-I !PAN. CODE, SECTION R310.2.1;THE FOLLOWING 'MEANS OF 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY CAS A-501 EGRESS SHALL BE F'OLLOED: APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOORS A-301 NET CLEAR OFFNINO........... 5.7 S.F. WHENEVER POSSIBLE. 4 PROF. 1511 NET CLEAR HEI6IIT............... 24" MINIMUM EXIST. NET CLEAR WIDTH.................. 20" MINIMUM NEW FLUE: 13 O 6 EXIST. �0 Cj1 OUTDOOR COUNTER r, I3 I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO KITCHEN SHOWER TYPICAL BATHROOM NOTE: O EXTERIOR WALL (UL# 105 OR UL# 103 HT) - INSTALL AS PROP. 25" WOOD 111•4 SOFT. O I. WALL BOARD cV ICJ UJ PER MANU. SPEG.'s - PROVIDE NEW VD. FR. ENCLOSURE w/ BURNING VENTED NO WORK 1.1. INSTALL MO'STURE RESISTANT 6YPSUM BOARD IN 1/2" COX PLYWOOD d SIDING AS NOTED - "CHASE - POT BELLY ALL BATHROOMS SECURING ® STD. SIDE WALL" ON PAGE C-004. Oi FIREPLACE 1.2. INSTALL CONCRETE BOARD IN ALL SHOERS AND 2.PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR N 2. 5H0 ER TUB SURROUNDS FLOOR) A ALLL PEN RATIONS AT PRODUCT CONFORMS TO ASTM _ - -�� DVy' 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON E &14, A5TM E &4, AND UL 14711. 22. CONCRETE MUD-5ET (SLOPE I/8" PER FOOT 3.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY EXIST. EXIST. TOWARDS DRAIN) UPON ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". I REF. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER _ FLOOR, WRAP DRAIN d ATLEA5T IS" UP WALLS - tv THERMOSTAT: O PROP. STONE PORCH EXIST. NEW FIREPLACE: 14 I. PROVIDE THERMOSTAT FOR :2 ZONES: ' 9 9 d- 58.4 SQ.FT. O1. PROVIDE NEW WOOD BURNING POT BELLY FIREPLACE - ZONE I: FIRST FLOOR X 4 j (1) r ® MAX. " UNIT;H.O. TO SELECT. - ZONE 2: SECOND FLOOR ju O (I) Tr ® MIN. 10" 2. CONNECT AS PER MANUFACTURER SPECS. 2• H.O. TO SELECT MODEL; INSTALL AS PER _ 3. PROVIDE ALL NECESSARY VENTING THROUGH CHIMENY. MANUF. SPE05 z NEW EXHAUST FAN SHALL BE INSTALLED WHERE COMBINATION BOILER _ O VENTILATION I5 NOT MET BY MEANS OF NATURAL IS NEW NAVIEN NCB-240/IIOH CONDENSING 6A5 WALL-HUNG Q E.N.. j COMBINATION BOILER (OR APPROVED EQUAL). 5'-O Z CIRCULATION THROUGH WINDOWS OR DOCKS TO 14'-7" w OUTDOOR SPACES PS PER NY5 MECH. CODE SECTION 1. VENT THROUGH WALL. 2 403.3.2.3; INSTALL PS PER MANU. SPECS 2. F.A.I. THROUGH WALL. 2 3. INSTALL PER MANU. SPEC.'S O Q NEW ATTIC ACCESS - PULL DOWN STAIR: OI. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING(MIN. Ir 22"x30") - - - -- - t 5.1 HP,FIRE RATED j 4.DBL. FRAMING WHEN NEW OPENING w 5. INSTALL AS PER MANU. SPEG.'s Q 6.CONSULT H.O. FOR PREGI5E LOCATION OF ACCESS p I 0 STRUCTURAL PERMAGAST COLUMN 8 SQUARE PROPOSED FIRST FLOOR PLAN PROJECT: 664.1 S.F. HAB I TABLE SPADE; 664.1 S.P. GROSS AREA SCALE: 1/4" = I'-o° TZD U MAS RESIDENCE 35 CLARK ROAD SOUTHOLD, NY 11971 DOOR SCHEDULE - - - --- --- -- - - - --- - - - - -- ----- - --- -- - -- __ --_- _ -- ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING B STRAPPING DETAILS. DRAWING TITLE: - - -- -- - - AILS. PROPOSED FIRST FLOOR PLAN DOOR MATERIAL **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFAGTUREP,** TAG DESCRIPTION MANUFACTURER - q NOTES WINDOW CHART O Q FIRE j WIDTH HEIGHT F Q RATING ---- -- --- - - - - ---I t !1 45 MIN.GLRATED OS NG - - WINDOW DIMENSION TAG TYPE # � ROUGH OPENING CLEAR I -- - - __ MODEL OPENING TEMPERED PAGE: - - -- - -- - - ====r --- -- --- -- - -- -!1. -- WIDTH REO' 24" FIRST FLOOR - --- - - -- - -- - -- - _- - -- - - - �' WIDTH HEIGHT - WIDTH HEIGHT 1 HEIGHT REQ'D:24° -- - tl 1 B [AA - --- - = _ �. OPEN REQ'D: 5.7 S.F.- --- - -- 3'-O V 1 2-4 6-8 • (I) IDOUBLIEHUNG I TW210410 � - 8„--- _ 5'-O 'V8 5'-O "1/8" 1 5'-O 'VS" Q � • 0 O G JELD WEN - 5.81�� A MIL 102 ', SINGLE JELD WEN 2'-6' I 6' 8" i � I -�� -- � I = �'I - __-_ L ■ -- - - - - jl -- A (6) DOUBLE HUNG TW210410 8„ 5-O VS 5-O 'V8 5-O "i/8 5.81 �� 1 103 - - - -- - _ - - - - -_ - SLIDERS ANDERSEN 6-O" 6'-il' • • �- -- - --- -- - 8-- l - _ l--_ -- -_- ,_ -_ . --- - -.-- - __ 1 B (5) DOUBLE HUNG TN210310 - - 4-O V8 -- 2'-I 15/8" I � 4'-O VB" 4.48DATEL ��__ � 02.15.231 EGONE) FLOOR - --- - IL - - 7 OF 14 r 4'-0 VS" 3'-I 5/8" 4'-0 -1/8" j G (I) PICTURE DHP30310 �1 3' 2 V8' _ i -- - - - 1 l 202 SINGLE JELD WEN 2'-b" I '1'-O" l -• �-- -� - ) - _ -- � --- � �- �� DOUBLE HUNG�I - TW24310 J�2'-6 VB" _- _ 4'-O 'V8"- 2'-5 5/8" - �4'-O V8" -- - --F -- I 3' V 3'-O2'-11 5/8" 3'-O -I/8" I. 5.15f SINGLE JELD WEN2'-b O LE (U DOUBLE HUNG - ---- -- 204 SINGLE JELD WEN 2'-O" "1'-O" • - _ - -- - 1 f -- -- - -- _ -- - - -- -- �; 5 205 -- --SINGLE JELD WEN ( 2'-O" 7-O" • � { (� -- r C% 1 � I 206 1f - DOUBLE - JELD WEN 4-O --- 7-O" I U - -- - _ �. 207 SINGLE J JELD WEN 2'-b" 7'-O" • N� L- - --- - - - --- _ - _- �' 11 �T 0L�744' �OF NE'�� (5EI EFZAL 5 I �50L <E) : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WDOD FRAME (L.G. 5TL. W WHEN APPLICABLE) W EXISTING TO REMAIN � -J Q -----j NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) l Q +' NEW I-HR FIRE RATED MIN. (2) Vx4" STRUCTURAL \II Z) Lo 0 POST FOR 4" WALLS Y 0) (c) WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL r- POST FOR 6 WALLS), U.D.N. -- NEW 2-HR FIRE RATED L WOOD FRAME (L.G. 5TL. C Z WHEN APPLICABLE) NATURAL LIGHT 8 VENTILATION (HABITABLE SPACE) >1 U O O -t � FLOOR AREA 129 S.F. 0 ---+ Lo FLOOR PLAN NOTES % REa. S.F. PROV. c LIGHTING;MIN. 0% 0 O n DOOR NOTE: NEW MECH. AREA: 3'-8" 3'-8" OF FLOOR AREA 10.3 S.F. 20.4 S.F. w Oj 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON l0 I. INSTALL NEW NAVIEN GOMBI BOILER NCB-240/IIOH (OR PLANS BY 'JELD-WEN' (OR EQUAL). EQUAL) AS PER MANU. SPEC.'S 6'-�2" VENTILATION;MIN. 5 2 S.F. 11.4 S.F. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL A 4% OF FLOOR AREA PLANS BY 'THERMATRU' (OR EQUAL). UNITS AS PER NYS MG 506.1 3.DOOR TYPE TO SELECT 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS REQUIRED PER NY5 MG 804. --_ 5. INSTALL AS PER MANU SPEG.'s 4.IF APPLICABLE, DISCONNECT,REROUTE, B RECONNECT •3'-0" 6.PROVIDE (2) 2"x&" HDR., U.O.N. EQUIPMENT TO EXIST. PIPING AS REO.'D. _ . - -T. SEE PAGE 0-005 FOR ALL OTHER FRAMING TYPICAL MECHANICAL AREA NOTES: 5'-1" m ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY U STAIR 4 RAILING NOTE: "DUROCK" (OR EQUAL) 2'-0" 8'-10" d OI. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" Ri 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" - l 4 1 �\ A A 4) 4 � - B n 1 m d MIN. 10" Tr - R15ER5 SHALL BE CLOSED TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) O v_-` - -___ -- - f_- v v W l I I 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING, 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. NOT TO ALLOW PAS5A6E OF A 4" (P SPHERE; SPEG.'s AND AS PER NYS MECH. AND FUEL OAS CODE ® � - PROPOSED 2-b" 36" HIGH HANDRAIL. b SPINDLE SPACING NOT 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT O - - • TO ALLOW C- PA55AE OF A 4" (P SPHERE IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE z y - 7fF-,R . 203 204 BATHROOM :1 3. &RIPPABLE RAIL AS PER CODE 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE - _ X 0 CL O 40.0 SOFT. 4. RAILING TO BE W00D FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL _ SMOKE DETECTOR / GO DETECTOR NOTES: EMEROENGY SHUT OFF SWITCH T 3 I. CONTRACTOR SHALL. PROVIDE GORE COMPLIANT -7. FOR OAS SERVICE,PROVIDE OAS SHUT OFF SWITCH �--J O 5MOKE /CARBON MONOXIDE COMBINATION DETECTOR /W 5:LOCATE MECH. EQUIP. TO ALLO 8. FOR PROPER m HARD WIRED TO EACH OTHER w 4/BATTERY BACKUP. CLEARANCES A5 PER CODE --- 2.INSTALL ALL AS PEf<.MANU. SPEC.'S 9. PROVIDE 3" FLOOR DRAIN IF REa'D BY EQUIPMENT S 2 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR CONNECT TO SANITARY SYSTEM AS PER NY5 \ �� PLUMBING CODE PROPOSED I o - o (`°�IN COMPLIANCE WITH LOCAL CODE I (� IO.APPLIANCE5 JOINED THROU67H A COMMON NATURAL B �J J BEDROOM E DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL Q \ - WINDOW NOTE: SECTIONS OF 2020 NY5 RG 6242-1. OPEN 129.2 SOFT. 3.2 '-O"- '- 1 L� O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN BELOW ' 2' 6' CASEMENT,DOUBLEHUN6, OR OLIDIN& (A5 NOTED); FIRE RATED DODR: = ';� `r m PROPOSED INSTALL AS PER MANU. SPEC.'S. FOR 2 X@ 6 0.-75 HR. 5ELF-CL05IN6 STEEL DR. _ 5 II a c�T O 6 BATHROOM 4 SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS 205 40.0 50.FT. AND DOORS' ON PAGE 0-002 IF CASEMENT N A/C CONDENSERS $ AIR HANDLER- w WINDOWS - ALL CSMNT WNDW5 SHALL HAVE 12 2" STRAIGHT ARM HINGE WHEN I. PROVIDE (1) NEW 2-TON A/C CONDENSERS 14 SEER BY 3'-O" 4'--1" - 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE "RHEEM" OR APPROVED EQUAL. ✓ PROP. Oi -ry TILT WASH 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH _ • 3 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. OL. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). = p PROP. SI`t 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 2.1. PROVIDE 2 TON HYDRONIG AIR HANDLER B cV BUILT IN GLST. 202 206 th N 3.INSTALL AS PER MANUFACTURER SPECS. - WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2""" HEADER U.O.N. SUFFICIENT O 4.INSTALL UPON LEVEL GROUND d PROVIDE &ROUND ESURFACE PAD OR N GRESS NOTE: - (CONC. ACCOMMODATE V-00HTT OF O OTHER) S G T 20� I IN COMPLIANCE WITH N!_W YORK STATE BUILDING -I CONDENSER. �� • O I CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 I T SM GO APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS I-I 4 I-I WHENEVER POSSIBLE. A-501 NET CLEAR OPENINO........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM ATTIC 3 • v NET CLEAR WIDTH................. 20" MINIMUM NEW FLUE: f PROPOSED / HATCH SM/CO 13 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO - ' FAMILY ROOM - PROPOSED 4 TYPICAL BATHROOM NOTE: 0 _ EXTERIOR WALL NL# 103 OR UL# 105 HT) - INSTALL AS 169.5 SOFT. BEDROOM O I. WALL BOARD PER MANU. SPEC.'S - PROVIDE NEW WD. FR. ENCLOSURE w/ s 141.0 SOFT. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS I/2" GDX PLYWOOD 4 SIDING AS NOTED - "CHASE 9'-O" GL6. HOT. � I A � SECURINO ® STD. SIDE WALL" ON PAGE 0-004. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS 2.PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR 2. SHOWER FLOORS EQUAL) AT ALL PENTRATIONS AT U 4 all N 2.1. NEW FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM TILE FINISH (H.O. TO SELECT) UPON E 814, ASTM E 84, AND UL 141q. 2.2. CONCRETE MUD-SET (SLOPE Ile?" PER FOOT 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY TOWARDS DRAIN) UPON ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". 2.3. WATER PROOF 4 TO GO O - FLOOR,WRAP DRAIN RAIN d ATLEAST 18" UP WALLS THERMOSTAT: 4 B 4 C 4 B NEW FIREPLACE: 14 I. PROVIDE THERMOSTAT FOR 2 ZONES: - - O I. PROVIDE NEW WOOD BURNING POT BELLY FIREPLACE - ZONE I: FIRST FLOOR UNIT;H.O. TO SELECT. - ZONE 2: SECOND FLOOR V41 D O4 --� D 2. CONNECT AS PER MANUFACTURER SPECS. 2. H.O. . SPECS SELECT MODEL; INSTALL AS PER MANUF 14'-:2 II'-ty2" NATURAL LIGHT 4 VENTILATION 3. PROVIDE ALL NECESSARY VENTING THROUGH GHIMENY. O NEW EXHAUST FAN SHALL BE INSTALLED WHERE 15 COMBINATION BOILER T-by " 'I'-O 2-31 8'- 2'-3 (HABITABLE SPACE)VENTILATION IS NOT MET BY MEANS OF NATURAL NEW NAVIN NCB-240/IIOH CONDENSING 6A5 WALL-HUNG VENTILATION y2 �2 2Y2 y2 CIRCULATION THROUGH WINDOWS OR DOORS TO COMBINATION BOILER(OR APPROVED EQUAL). FLOOR AREA 141 S.F. Z OUTDOOR SPACES AS PER NYS MECH. CODE SECTION I. VENT THROUGH WALL. 403.3.2.3; INSTALL AS PER MANU. SPECS 2. F.A.I. THROU6H WALL. % REa. S.F. PROV. 2 3. INSTALL PER MANU. 5PEG.'S NEW ATTIC ACCESS - PULL DOWN STAIR: LIGHTING;MIN.AREA I y OF FLOOR AREA L3 S.F. 33.6 S.F. - -- -- - O8 I. MIN. 350 # CAPACITY VENTILATION;MIN. Ir 2 51ZE T ')FIT MECH. EaUIP. THROUGH OPENING (MIN. 4% OF FLOOR AREA 5.6 S.F. 18.6 S.F. 3.1 HR FIRE RATED w 4.DBL. FRAMING WHEN NEW OPENING � 5.INSTALL AS PER MANU. 5PEC.'s Q 6.CONSULT H.O. FOR P'REC15E LOCATION OF ACCESS 0 EO STRUCTURAL PERMA,GAST COLUMN 8" SQUARE PROJECT: i�fi�Oi�OSED SEGO1�D FLOOR FLAN ��®��" -�I'-O"= 657.�1 S.F. HA31TA5LE SPACE; 65-r.-� S.F. GROSS AREA SCALE: I/4" RESIDENCE 35 CLARK ROAD SOUTHOLD, NY 11971 DRAWING TITLE: - - - -- - - - -- -- - -- ------- -- - -- - -- - -- - - ---- ------- ------ _-- -_ -- -_ - -- - -- - - PROPOSED SECOND FLOOR PLAN POOR SCHEDULE - - - - - ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.-s. SEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. DOOR - - MATERIAL **SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** - r- - p Q RATRING NOTES WINDOW CHART = -- ---- - - TAG DESCRIPTION MANUFACTURER -- WIDTH HEIGHT i! Q --_--, _ - - O Lu� EORESS -A 45 MIN. RATED G I - EAR - PAGE: -` - - - - -- -- --- - - - TAG, TYPE MODEL # ROUGH OPENING WINDOW DIMENSION OPENING- - - - - - - - = - - - - TEMPERED EO-D - - - ------------ -------- -- ----- --- -- -- --- -- - _ ---- - - - - - --- { _ WIDTH REG' 20 ! - HEIGHT REa'D:24" FIRST FLOOR - - --- ---- ( WIDTH HEIGHT WIDTH HEIGHT ! j - 3-oV _ , _ - ■ 0 0 101 SINGLE I JELD WEN 2'-4" b'-8" I - • 4 (I) DOUBLE HUNG TW210410 =- -- OPEN REa'D: 5.� S.F.I I LL i J5,-0 - - _ - - -_ - „ 5'-O 5'-O "VB I - Q 3 OV , 102 51 NGLE JELD WEN -- � 6 8 � � DOUBLE HUNG � TW210410 IIIL l - -- 2-6 ATE 02 15 23 _ --- -- - - OF 14 - - -_ - - - - ----- ,I 5'-o v --- - -- --- _ _ - 103 SLIDERS ANDERSEN b-O 6'-I I" • • B (5) DOUBLE HUNG TW2103I0 4'-0 VS" 2'-I 15/8" 4'-O VB" 4 48� I l L rr , _:AF SECOND FLOOR ON--] PICTURE DHP30310 3'-2 V8 4'-0 VE) 3'-1 5/5" �' 4--D V8" --- -- -_- --- --- - - ---- - --_ - - - -- - �� _ � � rr IL 1 l I 202 J SINGLE JELD WEN 2-b _ = 7'-O �1 • - --- L- - -� D (2) DOUBLE HUNG- TW24310 2'-6 1/8" - -4'-0 V8" 2'-5 5/8"--�! --4'-O V8" 3.64 - - -I, ----�'-0" - • ---- 1I -- E (I) DOUBLE HUNG TW210210 li 3 b V J� 3'-o VS" --�1 2'-I 15/8" 3'-o VB"- -IL --3.I5 -- - Ca �EDCy/ -_ -1 203 - - SINGLE - - - --- ------ - - JELD WEN 2-b I -_ _ --- - - - - - --- - `�' c�.( M. J. 204 SINGLE JELD WEN 2'-O" 7'-O" • f`r I R. 205 SINGLE JELD WEN 2'-0" -O �--• - -- - - --- --- �` zk iF- - - L4�-O---j --- __ - - -- - - -i "_ -DOUBLE --- JELD WEN -O • - =-' (��206 --II I, - -- 9TF 037a(3 �o - 207 '- SINGLE -_-- I _-- - JELD WEN- - 2-6" �� - --1LL 'a. ELEVATION NOTES ri C 0 TYPICAL ROOFING: \ L� O W I. SEE NOTE AT BUILDING SECTION FOR MINIMUM J CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION BEFORE INSTALLATION w Q IA ARCHITECTURAL ASPHALT ROOFING SHINGLES, SIZE AND COLOR TBD BY H.O. 12 L0 0 TYPICAL 5IDINO: L b (c) OI. SEE NOTE AT BUILDING SECTION FOR MINIMUM --"- = w r O CONSTRUCTION STANDARDS T 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION % - �0 c: Z FIBER CEMENT LAP SIDING, SIZE AND COLOR TBD IA 1 - --- = 12 ® v � N >, I BY H.O. HORIZONTAL BOARD s BATTEN SIDING, SIZE AND - --" I ! Lo 1 I -c O ++ In COLOR TBD BY H.O. --- -- - ------- NO C v ELECTRICAL METER: ` O _ REMOVE 8 RESET EXIST. FJ_i-G. METER AS PER NYS r I MECH. CODE, d UTILITY CO. 5TANDARDS - - - - -- - 40 NEW STONE DECK 8 STAIRS '-'I�r) O STRUCTURAL PERMACAST COLUMN 8" 50UARE -_ It U TYPICAL 5/4"X&" 'AZEK' (OR EG. : Ij O I OI. PROVIDE AT ALL WINDOWS b DOORS II ' 2. PROVIDE AT ALL CORNER BOARDS f FRIEZE BOARDS - - NEW OAS COMBI VENT /F.q.l.: cv i_ _ - - _ • — INSTALL AS PER MANU. SPEC:.'S - ONEW DRYER VENT: - I` SEE NOTE ® PLAN PROP. A/C CONDENSER. ON NEW 4" GONG. PAD; 9 FASTEN AS PER PLATFORM MANU. SPEC.'S. SEE 0 f 4 " PLAN NOTE. - I EX o EX O i T O I Q Nt NORTHEAST ELEVATION (FRONT) i I SCALE: 1/4" = P-O" I II i i i i z Lu i 2 - - -- --- ---_- TZ 0 U M AS RESIDENCE ------------ -- --- ----------- - - - o - - - - --- TEMP. -- o A ---- 35 CLARK ROAD - ----- -- ------ -- _ SOUTHOLD, NY 11971 -- 12 - o --- - --- - - - - --.�- -- -_ - ------- - ------- ---- - - - DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS ---------- ----- J PAGE: A—2 0 o " O 4 EXIST. / - OUTSIDE DATE: 02.15.23 8 OF 14 �kW ARC 'Si NORTH EST ELEVATION (R I OHT SIDE) s � cc SCALE: I/4" = I'-O" -g 0 74105 0- ELEVATION NOTES UTYPICAL ROOFING: Lii I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lij CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR B MATERIAL SELECTION � o BEFORE INSTALLATION w ARCHITECTURAL ASPHALT ROOFING SHINGLES, 12 � Q04 IA SIZE AND COLOR TED BY H.O. b i Lo p TYPICAL SIDING: 5 O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM p . CONSTRUCTION STANDARDS r ------ ---- 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION - — BEFORE INSTALLATION 0 •c Z CL FIBER CEMENT LAP 51DIN6, SIZE AND COLOR TED 12 - N Y 0 BY H.O. IA I O p .N CO HORIZONTAL BOARD 8 BATTEN SIDING, SIZE AND ---- --- -- p 4- Ln ------ --- --- ++ N 0 - - - - — ---- ---- p COLOR TBD BY H.O. — — I OELECTRICAL METER: REMOVE d RESET EXIST. EI_EG. METER AS PER NY5 MEGH. GORE, 8 UTILITY GO. STANDARDS i' NEW STONE DECK t STAIRS 4 (- O - --- ----- -, Q o TEMP." O STRUCTURAL PERMAGA3T COLUMN 8" 50UARE - - - _-- - - o ' ----- - TYPICAL 5/4"X6" 'AZEIG' (OR E0): � ---_--_ Ll Ob I. PROVIDE AT ALL WINDOWS b DOORS MP U 2. PROVIDE AT ALL CO'�NER BOARDS d FRIEZE 6 -- - ; A B ---OARDS _ - N = _ - -- -_--- - �- - - NEW GAS GOMBI VENT r.A.I.: �'- - ------ — • — OO INSTALL AS PER MANU. 5PE:G.'S NEW DRYER VENT: i I i - - - - - - LANDING OO SEE NOTE ® PLAN — r - --- _ O PROP. A/C CONDENSER. ON NEW 4" GONG. PAD; L EXFASTEN A5 PER PLATFORM MANU. SPEC.'S. SEEOPLAN NOTE. I l03 Q n V J _ F.F U EXIST. SwAS 4 METER \� SOUTHNEST ELEVATION (REAR) 50ALE: 1/4" = 1'-0" I i I I i I i I, I z LLJ U I IA j 1111 1111 1,1 i W I -I- T i _ PROJECT: TT ti _ . � �a� _ - � _ .. a: ..e - U IVI AS -_ =- ,_ ___—-_— _ _ : _ _- _ _ .__.... _ _.a M ___._. �. . _ ._- ===- RESIDENCE T r�IF V I - -- 35 CLARK ROAD -- --I _ --- --- -- - -----__ SOUTHOLD, NY 11971 rT I DRAWING TITLE: T PROPOSED EXTERIOR ELEVATIONS iiirrIL1 - - ------- - - -- - ----------- — - _r b.s - _ G.J. ----- - - PAGE: z ---- - ,1111 T�TA 0 0 0 _ I , LI -- --------- - ------- r, -- I I -- -- - - - ----r= 1 -011 4 DATE: 02.15.23 9 OF 14 - ---- -- -- - ----- - ---- - - -- -- - - — r 1 T-1 -- - - --- M. SOUTHEAST ELEVATION (LEFT SIDE) SCALE: 1/4" = I'-O" 9j•� 0�?40 ,� Q BUILDING SECTION NOTES CONNECTION 'A' AS � NEW ROOFING NOTE (TYP.): PER PAGE 5-003 W Oj I. INSTALL NEW ARCHITECTURAL ASPHALT ROOTING Lij SHINGLES PROPOSED RIDGE HEIGHT NEW RIDGE 2 W ELEV. +2-f.8' ----------- / i �+,, J � .INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 12 3.INSTALL 15 # BUILDING FELT (U.O.N) OVER Q 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) / rrr'p Ln O 5. CAP SHINGLE OVER RIDGE d HIPS (AS REO'D) / ROp 6 w v' �J 6.PROVIDE RIDGE VENT(AS REO-D) / j = c O '7. FLASH ALL VALLEYS ,- O 8.INSTALL DRIP EDGE AS IREO'D 9. INSTALL ALL AS PER MANU. SPEG.'s � TYPICAL ROOF 8 CEILING CONSTRUCTION: PER PACE GEE s ✓ , 'BI' AS_*;� I i rr ,-. PER PA 6-003 �-' •c O � �-- • NE ROOFING AS NOTED I/2" GDX PLYWD SHEATHING (BLOCKING ® ALLW /{~ AIR l yy NEW R.R. TO G.J. v N !HANDLER j PLYWD SEAMS) • R.R., G.J., d G.T. AS NOTI_ ON PLANS (® SPANS / OVER 5' INSTALL "X" BRIDGING ® CENTER OFD � O ln O O ++ SPAN, U.O.N) PROPOSED SECOND FLOOR GLa HOT. C O • MIN. OF 3" SRAY FOAM W/R-300 BATT INSULATION _ ELEV. +20.0' -------- 4 Q O TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: PROP. O UPON "TYVEK" HOUSE k4RAP (OR EQUAL) l9 } 3 • UPON 1/2" GDX PLYWD. 5HEATHINO (BLOCKING ® _ FAMILY j ROOM PROP. :s ALL PLYWD SEAMS) • 2"xb" STUDS ® IV' O.G. &y/DBL. TOP PLATE BEDROOM � ' 4 • MIN- R-21 INSULATION r -0 00 4� • 5/8" GYPSUM BD. WALL FINISH j� _ f _ �_J • PRO_POSED SECOND FINISHED_ FLOOR NEW 51DINO NOTE (TYP.;_ ( 1 O I. INSTALL NEW FIBER CEMENT LAP SIDING ELEV. +II.O' r 2."TYVEK" HOUSE WRAP (OR EQUAL) _ SECOND FLOOR 5 u 3.INSTALL ALL AS PER MANU. 5PEG.'s I 4.PROVIDE ALL NECE55AFZY TRIM FOR - - PROPER INSTALLATION PROP. F.J. AS PER PLAN 5. SIDINS SHALL EXTEND TO TOP OF - FOUNDATION WALL • --� OTYPICAL FLOOR CONSTRUCTION: EXIST. FIRST FLOOR GL_G HOT. I. FIN15H FLOORING TO SELECT ELEV. +-1 5' 2. 5/4" TB S GDX PLYWD. SUBFLOOR GLUED d SCREWED ! 1 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' 0 EXIST. LIVING EXIST. v INSTALL 'X' BRACE ® MIDSPAN 1X ROOM KITCHEN O EXIST. FIRST FINISHED FLOOR ELEV. +1.5 FIRST FLOOR EXIST. F.J. AS PER PLAN BASELINE ' ELEV. +0.0' Q SECTION 1 -1 /A-50I I I SCALE: 1/4" = I'-O" i j I I I I i ROOF PLAN NOTES HYDRONIC AIR HANDLER: OI 1. PROVIDE (1) NEW 2-TON HYDRONIG AIR HANDLER(S) BY — 'x O "RHEEM" OR APPROVED EQUAL f - .. w _- 2' I RR� 4"x3" 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ALUM4'x3" --t�'-- — O. ® Ib" O.C.i _=1.: - ._. ALUM. -.,-. _-. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). "" "' ""'" T DOWNSPOUT DOWNSPOUT 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT (TYP.) �- , ry = - TI2:6 PITGH,��( � (Ty I i -_ 1. wATERIBOILER COMBO TO NEw COIL. -- -X .-:. ..:::.e..M...t:- Lu ALUM. 0 POUT �. ..e TYP. -- _ ---.--a_:— — - — — - PROJECT: — — - — TZOUMAS ., - ]- - -yHYDRONIG -- _ RESIDENCE LAIR HANDLER - _- - GUTTER - r — - - -- HIOH POINT _ — _,— = - - ? 35 CLARK ROAD I2:6-PITCH ._.._,_ _- _ SOUTHOLD NY 11971 -..-- GUTTER f HIGH POINT DRAWING TITLE: v- BUILDING SECTIONS A-501 ROOF PLAN ---2,�x10" R.R. _ __._- _-__ _-- ---:2"AO" R.R.,_--_'__-..-.- v_ I6" O.G.- - \_6"x5" b"x3" ALUM. - _.. __: _ _ - __ - --- CUTTERLUM. GUTTER (Ty PAGE: (TYP) ord 00 _ e 2"xl0" RIDOEn.-. _ . . __.. _ .-. . _ DATE: 02 5 23 10 OF 14 ALUM. �DOWNSPOUT 4„x3„ _..._.-_. : _ _.._.. .� a.D_ r- ALUM. ALUM. ..--.^-• ,tV.® ---- "tV- - - - r DOWNSPOUT DOWNSPOUT 6"x3" ALUM.------"' LUM. All. 't GUTTER (TYP) q: a' I +f+�i3j1 . ��• 9�F 0,3740 PROPOSED ROOF PLAN OP NEB SCALE: 1/4" = P-O" W Q 0 5/4"xb" P.T. W TYP. ROOFING (SEE EXTERIOR SHEATHING AS � z� W SECTION NOTES) PER SECTION NOTES Q 2 p DECK BOARDS P.T. DECK JOISTS AS .__I SIDING MATERIAL AS W CC NOTED ON PLANS V) TYP. ROOF CONSTRUCTION PER SECTION NOTES z 0 0 (SEE SECTION NOTES) PN4-0 PL BUILDING PAPER d HOUSE WRAP O-�i j HEIGHT P.T. RISOER Q C N SIMPSON' H2.5A P5 � TO FULLY OVERLAP FLASHING T w o a Q o O RAFTER TIE (L• EXIST. STUD WALL � Ft. m Y Q 5/4"xb" P.T. - — — - �2x — — - - -- — .. O CO Q : MIN. 4" BETWEEN EDGES OF I n BLOCKING ® EA. — 0 "Z" FLASHING � � I-I/2' SQUARE BALUSTER DECK BOARDS _ .D �--• � 5/4"xb" P.T. DECKING ` (STYLE TO SELECT) STRINGER TO MATCH SIZE N.O.N. ON PLAN/ \ OF P.T. DECK JOISTS O C Z d"\ GAP FOR SECTION/DETAILS) -- - - - .� N � DRAINAGE 1 SIMPSON H2.(O RAFTER FASTEN STRINGER TO _y " I n TIE (OR EQUAL) FASTENERS) C CO G.J. AS PER PLAN -- i _ BLOCKING (MIN. 6 U FASCIA BOARD _ � � �_ 5/4"xb" P.T. DECK i• BOARDS O jjj O �) t N +� Lo 2"xl2" P.T. STRINGERS ® I6" -1-•+ -+N Z METAL DTT DECK TENSION ( I 4" THK. x 5" WIDE x WIDTH C O O .. BEAM AS PER PLAN/ D.G. (MIN. 3 STRINGERS ® Q a•— � O OF STAIR P. GONG. PAD EA. STAIRWAY) JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMPSON' (OR i �`--�i' n 1 FLASHING I f 5/S" � x 5" LONG HEAVY DUTY GAL. EQUAL) (2) I/2"0 HOT DIPPED GALV. "SIMPSON" PC64 LAG BOLTS ® IV' O.G. INTO MUD SILL d COUNTER BOLTS ® EA. POST w/OVERSIZED NEW "51MPSON" LU526 RIM BD.;WHEN ® FOUND. WALL FASTEN 2"xb" P.T. BLOCK IN BETWEEN ' (FOR 3 PLY 2/4/ GALVANIZED JOIST w/(2) 5/8"� x 5" LONG APPROVED FLASHING P.T. DECK JOIST P.T. D.J. AS _ Z __ WASHERS , END NUT K TIE 4ED EA. STRINGER. FASTENED TO d X NOTE` "SIMPSON" BG52-2/4 AS PER PLAN PER PLAN cV- 1 INTO BEAM, POST, DECK TIE d P. GONG. PAD w/ 19/64" x m Q ALL DECKING SHALL BE FASTENED HANGER MASONRY ANCHORS ® I6" O.G. RIM BOARD A5SEMBELY w/COATED DECKING 50REW5 BY (FOR 2 PLY BM) ' = 5-I/2" CONCRETE SCREWS BY r EXIST. FOUNDATION WALL "DECK MATE" (OR EQUAL) P.T. BEAM AS NOTED 'GALIBURN" (OR EQUAL) - MIN. ' 1 cV y - 50LID BLOCK ® 12" O.G. (5) SCREWS PER BLOCK 0" MIN. T L�DO�R CONNECTION DETAIL (2) SIMPSON DJTI4Z (I) I/2"� H.D. GALV. THRu GRADE - GRADE U DECK JOIST TIE ® BOLT w/OVERSIZED WASHER - A-4OI.00 _ EA. POST 4 END POST N T PREBCK O STD TIE SCALE: 1 - I -O W "SIMPSON" ABA44 ® COLUMN BASE --I� N 4"x4" P.T. POST EXTERIOR V400D STAIR DETAIL P.T. POST AS GRADE u A-401.00 PER PLAN SCALE: 5/4" = 1'-0" 8"m 'SONOTUBE' FILLED II SOLID W/P. GONG. ' nU (MIN. 4,000 PSI) 9 p z II Ij � I m "SIMPSON" (2) #4 HOR. REBAR POST BASE PER POST SIZE I REBAR R �LJ BENT n l a L� R 12"x 12"x8" P. GONG. PAD P.T. DECKING FTC. (MIN. 4,000 PSI) - EXTERIOR HOOD DEG< DETAIL k, P.T. D.J. AS PER PLAN A-401.00 SCALE: 3/4" = I'-O" COVERED FORGH DETAIL A-401.00 SCALE: 5/4" = 1'-0" I I I HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEG.'s; PLANS AND NOT PROJECTING MORE THAN 42" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT JOIST HANGER BY SIMPSON` OR EQUAL \ FIRST FINISHED FLOOR i V2" MIN. SPACE BETWEEN \ WALL AND HANDRAIL -- � 5/4" PINE RISER \ \` 5/4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL w SCALE: NTS o GROSS SECTION IN. �< �z� HANDRAIL PROJECT: I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR n� w/y4° RADIUS TZOUMAS � (NOT INCLUDED IN � TREAD DIMENSION) 4"-&Y4" 2" / 2Y4" �4 / RESIDENCE MIN. j j METER j MAX. j j j 35 CLARK ROAD Lu j j SOUTHOLD, NY 11971 \ DRAWING TITLE: \� t� FLOOR SYSTEM AS \ \ \ \ - -- - I , (3) 2"xl2" STRINGERS ® w/R-21 \_�. � � NOTED ON PLAN INSULATION, IF UNDERSIDE 15 FACING / / / / DESIGN DETAILS STORAGE/NON-HABITAL SPACE tY1 NEW STL. GAP PL. 'A' FLOOR WOOD BEAM \ \ WELDED TO COL.;SEE AS NOTED ON PLAN GAP PL. DETAILS NEW 5-1/2" O.D. SGH 40 STORAGE UNDER y�" GYP. BD. � NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. (WHEN APPL I GALBE) WELDED TO COL.;SEE FOUND AI23) AS PER �, . SASE PL. DETAILS FOR FOUND. PLAN BY SIDS BOLTING STEEL (OR EQUAL) PAGE: \ \ EXIST. P. GONG. SLAB PROVIDE GOLD JOINT (PATCH AS REOV) A—AiwOLOO AT GONG. SEAMS (rrPJ TREATED 2"A2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) DATE: 02.15.23 11 OF 14 - , - - - - - I - - BASEMENT -- _ - — - EXIST. GRAVELI I m I I -- BASE \ 3 j \NEW (2) #5 HOR. } i REBAR UPON (2) #5 NEW 18"x18"xl2" HOR. REBAR (4 TOTAL) - DEEP P. GONG. PAD {{ EXIST. FILL kED A/} C,, FTC. (MIN. 4,000 PSU �--___;__I-------. _ ___ -_ . M. O s I N7ER(OR NOOD STAIR DETA i L FOOTI NO AND STEEL COLUMN DETAIL A-401.00 SCALE: 5/4" = 1'-0" A-401.00 I' ' -40 SCALE: 3/4" = -O° "'qj. 037a05 ®4' Q C) W W o w Q N `- O o CZ � r) ._ >1 I O O -� T- o.� ++ Lo nQ OHO W 4_j , — U � 4) m + U O /1\4" FRESH AIR VENT O JI L THROUGH ROOF n 3..I n 0r IT 0 - - X Q PROP. X - --- - - 1 w i AIR HAND. m w - -------- - 2" 2° ------- - -- ----------------------------------fylTF--- .._.._. _.._.._..__.._.._.._ .._.._.. I I I I i I I i111 I I i i I i j i li O ,I „I i I i i 2' 1 2 1 I 1 2 1 2", 1 I NOTE: NOTE: p i 1 I I I I j PROVIDE "ABE5G0 FP200 FIR II SHALL UM CONFORMOTOK ALL PLUMBING 8 I 1 2 I FUEL OAS k4ORK 1 2 EXPANDING FOAM" (OR EQUAL) 00 II LOCAL PLUMBING CODE O SHALL CONFORM v I I I I AT ALL PENETRATIONS IN FIRE I I J RATED WALL5 AND ►L I I 1 IL TO LOCAL N W I I W j FLOORS/CEILINGS. PRODUCT Q I Q I 4 i t Q FFLUMBINS UEL GAS CODE d 15HOWER I- 1 15HOWERI CONFORMS TO ASTM E 814, I I 44 I I -K (?1 .1 1 O I I ASTM E 84, AND UL 141q 0 I G.O.; N 3:1v W.G. , !� =i v W.G. =j I� LEE END I - m = I I- = I' m - I �I HOT WATER i PIPING PENETRATIONS: -- - - - -- - -- ---- `~ n - SHOWER cv I n - 1= SHOWER L----- -- �I -ry ---------� _ �I .N SUPPLY 1. PROVIDE "ABESGO FP200 FR � N 2--- -- _ -- - __ --�� 211 - - - - -- -— It, - EXPANDING FOAM" (OR EQUAL) '_- - I GOLD WATER AT ALL PENETRATIONS AT WALLS I I NOTE: - 1 --- I — _ - SUPPLY - - - - - --- -- AND FLOORS/CEILINGS. r I I ALL PLUMBING WORK II1 2.PRODUCT CONFORMS TO ASTM E 1 1 1 I SHALL CONFORM TO 11 OUT SHOWER 514, ASTM E &4, AND UL 147q I LOCAL PLUMBING CODE O I I i t PROVIDE "ABESGO FF200 FR O 2 1 1 I ( 12 1 EXPANDING FOAM" (OR EQUAL) _j I 2 I I GLEAN OUT 11 AT ALL PENETRATIONS IN FIRE 1 1 2„ 1 3 1 AS REO'D O I� FLOORS//GE L NGSD PRODUCT O KITCHEN �_ I I I I S O j i CONFORMS TO ASTM E 814, O I j I EXIST. F.A.I. TO -� II -� 1 1 5" FLOOR REMAIN I O I 1 ASTM E 54, AND UL 14-7q F W G I DRAIN /3" t(1 I :Q I I Ql C7 14, i I 21 2'7RAP I_ K I I I I TUB WASHER �1 I 3 3 $ I Qa VENT PROVIDE F.A.I- u I v Q4 1 ►� DW -- v W.G. =1 i� =I I�11 Iv 1 I p� RANGE Z iU N = I �� I PROP. W EXIST. ry l i N NI�\ TUB WASHER n 1 I\ Iry pW 11' nl Iv BOILER DRYER j m REGULATOR - --I ___.._.. _.. - BOILER 4" HOUSE MAIN DRAIN C•O• I SHOWER -- - -- - - o 6A5 SUPPLY tu L w d Q 4 TO SEPTIC 1 TO GAS w A SYSTEM v v MAIN Q Q Q 0. �r 6 — — — -3 Z Q M TO 5EWER X J CONNECT TO x N J `' > SYSTEM w EXIST. WATER A ; PROJECT: Q U SUPPLY SYSTEM < Q v - -- - TZO U MAS RESIDENCE 35 CLARK ROAD FLUME3 1 NC R II SER - OKRA I N / NASTE / VENT FLUME3 1 NC RISER - SUFFLY CAS RISER - SUFFL`I' SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: I q 0 ■ U DATE: 02.15.23 12 OF 14 �l D w `� r Cad ��'�* F a,3740 A 4 +y,r •� OF NEeN OENEFRAL 5""'1�50L <E""r : a _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q WOOD FRAME (L.O. STL. w I WHEN APPLICABLE) EXISTING TO REMAIN � -� 0 NEW WOOD FRAME: (L.O. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q N NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL r,. I\ L WOOD FRAME (L.G. STL. POST FOR 4 WALLS r,. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL — 0 O POST FOR 6" WALL5), U.O.N. , � I NEW 2-HR FIRE RATED L �" WOOD FRAME (L.O. STL. O I Cz � WHEN APPLICABLE) 0-- .v N U O O -t T- -c O ++ tn 04 nQ OHO W U � Q) U U U o Q y r2) 2"70" DROPPED BM. I - J PROP. STONE PROP. 2"x6" P.T. D.J. I PATIO z Q U ®ib_ " O.G_ Q p - - _ � 21.0 SQ.FT. _� -• N �jBL G5" L� i _ -- ---- r 1777=r -- x MEGH. O -i Qlj z z ! I GL_�,' c z O Q PROPOSED v -i w Q DEN iv ! I I ! DBL q 5: v ,SM/ j J 46.2 SOFT. > z ® _ - Qw w I m -- o ! - - - I Q+ � EXIST. ! i-- BATHROOM, --'- --- - Nl=Wj5 q.5' LVL DROPPED GIRDER _ — -0� I -- 33.0 SQ.FT. ! —_ TRIPLE 9.5" LVL EXIST. LAUNDRY PROPOSED ! LIVINO ROOM 5(771 SOFT. --I PROJECT: ! CRAWL SPACE ( _ [PAN. - ! ! ! o gLu oo TZOUMAS m EXIST. RESIDENCE ! w �� 4 KITCHENS ( OUHOWER ! ! z ® W K IIT.4 SOFT. Lu z ® (� J �J ! Eo—) 35 CLARK ROAD L - - - - -- - - - ! — — SOUTHOLD, NY 11971 LTo ° Q — I DRAWING TITLE: -IQ QI� PROPOSED STRUCTURAL PLAN F- 7 x ® F (2) 2"XIO" P.T. PROF. TO PORCH_ — DROPPED BM_ ! 58.4 SQ.FT. I1.8-75" HDR WRAPPED W/ IX AZEK K„ K PAGE: iu -Ljmuu PROPOSED FOUNDATION STRUOTURAL PLAN PROPOSED FIRST FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" DATE: 02.15.23 13 OF 14 D RpC'�•.� �� \S A Q ?� s 'a'+J o' �OF NCB t 0ENERAL 5�'1� 50L <E�' : Q EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) W EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 1 STL. WHEN APPLICABLE) Q $ -*+-' NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL \I Lo O POST FOR 4" WALLS �_ O CO WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b WALLS), U.O.N. O I NEW 2-HR FIRE RATED W O c z � s WOOD FRAME (L.O. STL. WHEN APPLICABLE) 0 p _ N > U I O O -- O +1 L0 N a C) :2o U � o — U � U o m , U Q U) n I U Q a -- 1._...__. - -. .m _._... __ I.._ _ _ __.... _. _ _ - El ! 08L 9.5" LVL PROPOSED ---� z x O- - - PRP. BATHROOM — — 40.0 sOO — Zz rn NEW 2'xa" / G.J. ® I b O.G. IU 2 x8' _ EW 2"xa° ® I b O.G. Q PROPOSED z _ - a i= - -: Ib O.G.� -- =® Ib O.G.-. \ BEDROOM 4-4 z 124.2 SOFT. lu [A O OP05ED Q BATHROOM Q 140.050 - — W Z J w BUILT IN GLST. =- +--- -- -12 6_PITCH _--- _ M - 12:6 PITCH - __ «— ::_ --- -n ---- — - -� - t F 5M/GO _ .._ - ATTIC SM/GO I -` --,-...._ ---- _- ,. 2"xl0" R.R: -:. _-___._.___�,_T_{ _' _:`-__:- ._:__'�,�"xlo" R.R. —_ =1---:.._ PROJECT: PROPOSED �/ HATCH FAMILY ROOM - PROPOSED _ _. - _-_--- _ ® I b'_O.G.-= _ ® ►6"O.G. - -�. z BEDROOM I6'1.3 SQ.FT. - 141.0 SOFT. p� — - ! TZOUMAS NEW 2"x5" m NEW 2"xa" -_-.- _ - _ .�-_--------—__ -- � - -- - _ _ -_- 7 G.J. ® I6 O.G. p G.J. ® 16 O.G. RESIDENCE �.- _ - __�{ -_:_ _- � - - _ - - � _ _ . ._ _____-_ --__ __�. i.._- 35 CLARK ROAD o 2"xi0°RIDGE- 1 r� . LD, NY SOUTHO 11971 DRAWING TITLE ��_�. �� _=rm,�,a:�.�%��i ��::�✓ __`=--_-�-- �—_---- PROPOSED STRUCTURAL PLAN i ROFOSED SEC.01�0 FLOOR STRUCTURAL FLAN PROPOSED ROOF FRAM I NO FLAN PAGE: SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O e 0 0 0 W, DATE: 02.15.23 14 OF 14 C? N� M. 037405 :.� OF NY_`14