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HomeMy WebLinkAbout51765-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51765 Date: 03/20/2025 Permission is hereby granted to: George Spahidakis 68700 CR 48 Greenport, NY 11944 To: legalize "as built"alterations and deck addition to existing accessory apartment in the accessory garage as applied for per ZBA approval.Additional certification will be required. Premises Located at: 1235 Wunneweta Rd, Cutchogue, NY 11935 SCTM# 104.-12-12.2 Pursuant to application dated 01/31/2025 and approved by the Building Inspector. To expire on 03/20/2027. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , PLUMBING , ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION, FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: As Built Apartment in Dwelling 22= CO Accessory $100.00 Total $1,222,QO ufld'ing Inspector �' � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Ok ia Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://ww .southoldtownn . o 4. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �li Building Inspecton 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: OWNER(S)OF PROPERTY: Name: &&Ok e , l ' SCTM #1000- Project Address: ooa!!�e+m U Phone#: Email: c v r Mailing Address: 002_ CONTACT PERSON. 1 I n Name: + I�►TfC� Mailing Address: ^ � Apt 3," t--� M'V I 1 Phone#. Email: 06 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address:. Phone#: Email: 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 ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading; The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in 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. <RAf Application Submitted By(print name): t Authorized Agent Owner Signature of Applicant: Date: ('34 2 S if CONNIE 0.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Quallf led In Suffolk County COUNTY OF ) Commission Expires April 14,2LL4— 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 T1 : `' ' d�y of 4.t. , 20Q5 Notary Public PROPERTY OWNER ,AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SURVEY OF PART OF LOTS 205 AND 204 B&wa on fbe infwmadon submitted,it tea been ddeMinoe"tWg AS SHOWN ON "AMENDED MAP A, NASSAU POINT" pmjm does no : ��as�n9>,i°""'a`�S v AT NASSAU POINT,TOWN OF SOUTHOLD vi,u,,,.-ate w " SUFFOLK COUNTY, NEW YORK ToaolAMIMM SUFFOLK COUNTY TAX MAP NUM8ER 1000-1t3400-1200-01-2002 CEt3TIFIEO TO. m JOHN E. McOONALO & CATHERINE T. McOONALD 2DI The ` sauteQ r 5 has been SURVEYED AUG. 13, 1997 $R bya tensed �1 MODIFIED SEPT. 13, 1997 Ss ' ® MODIFIED SEPT. 29, 1997 �} 'This makes no FOUNDATION LOCATION APRIL 16, 1998 FINAL SURVEY JAN. 25. 2000,MAR. 24, 2000 part of ft as L GARAGE LOCATION 06-27-02, UPDATE 02-25-2016 e%asQBflL� s N UPDATE 10-09-2017, 10-24-2017, 05-07-2018. 05-31-2018 fj NOTES: 3 ®= MONUMENT FOUND Effi I.;Ss WELL NOT FOR DOMESTIC USECl i LOT NUMBERS REFERNECE AUG -1 2019 "AMENDE❑ MAP A, NASSAU POINT" FILED IN THE OFFICE OF THE CLERK CDOF SUFFOLK COUNTY ON ErJI[DINC DTTf- �, AUG. 16. 1922 AS MAP NUMBER 156 iL WM t f7r 3x 147 D - PREVIOUS APPROVAL #R10 97-0133 50 'Unauthorized iteration or addition to a survey msobearing a 11 enaatl]and surveyor's s al Se letipn of se tion 7209. sub-divisian 2 of the 4 New York State Ed—ion Law ;only capes from the on9lna] f this au vey I $16 merkld Xith en.—q,al of the land aurveyor e -.,.. Ct.Oe a seal hell b ns Oar tl t pe ve itl true P 'C rtlf at fn6 'Edi ai tl h dig fy that this O.oo matt Y Xea P-tP'mod C9 tl n 3 th th a- 3sting C a4 P [e Fan Lino y aapt tl 2oni.1 1 H gg theNewY7="k 3tat S do at of P f 1 YY�a Y Lana 9 r cyoM Sold Certification.eh 11 run my Spp 6' -iH to the pp aloft f h the survey is p p tl 7[�a3 Hn A9 and n banal to g e title ny g en- yH -:i�yl to dt.]th c}59.14 1@�€[f 1 Ld1Ue t tittttl nor Ce�tifaca- Z on.are net t tnaferaalt to tld;ESonal in[tatutians ® JOHN C. EHLERS LAND SURVEYOR y0 GRAPHIC SCALE 1"=40` 6EASTMAINSTREET N.Y.S.IdC.NO.50202 RIVE RHBAD,N.Y.11901 3694M Fox 369-8287 REF.TIGERTROSW-430 i OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex so P.O. Box 1179 54375 State Road Route 25 r, Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://southoldtownny.gov cou 1 w ONING BOARD OF APPEALS Town of Southold PtNDINGS, DELIBERATIONS AND DETERMINATION JAN 2 8 2025 . 6 MEETING OF JANUARY 23, 2025 ZBA FILE: #7977 o1;ttld Town Clerk NAME OF APPLICANT: George and Sara Spahidakis PROPERTY LOCATION: 1235 Wunneweta Road, Cutchogue SCTM No. 1000-104-12-12.2 SE IAA DETERMIN'ATION,: 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. SLJFI(QLK COUNTY ADMINIST TIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSIDESCRIPTIOM The subject property is a 29,260 sq. ft. irregularly shaped parcel located in an R-40 zoning district. 'I"he property has a road frontage of 204.44 feet along V'anston Road, then turns southeast. For 186.94 feet, then it turns southwest for 170.00 feet to Wunneweta Road, with a road frontage of 101.06 ft as it returns to Vanston Road. The property is improved with a single-family,two-story residence and a two-story garage with apartment on the second floor, as shown on the survey by Nathan Taft Corwin III, L.S., last revised April 17, 2024. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-122; and the Building. Inspector's September 20, 2024 Notice of Disapproval based on an application for a permit to legalize "as built" alterations to an existing"as built" accessory apartment in an accessory building and to construct a deck addition to the existing accessory building; at, 1)alterations and additions to a nonconforming building containing a conforming use creates a new nonconformance or increase in the degree of nonconformity; located at: 1235 Wunneweta Road, Cutchogue NY. SCTM No. 1000-104-12-12.2. RELIEF RE LIESTED: The applicant requests a variance to legalize an"as-built"deck and"as built"alterations to the accessory building. A non-conforming use may not be enlarged, and the deck increases the non-conformity of the accessory garage located in the front yard. ADDI°°l IONAI�INFORMA I IO1� This accessory apartment exists currently under ZBA# 7036SE dated March 20, 2017. The ownership of the property changed thereby extinguishing,the special exception. The current owner wants to use the accessory apartment for a parent of the owner. The accessary garage currently exists under a ZBA variance # 5073 dated March 8, 2002, granted to construct a garage in a non-conforming front yard location„ As per owners' testimony at the public hearing, the occupant of the second-floor apartment will be their mother, who uses a wheelchair, and the exterior staircase and second floor deck/balcony are necessary for the installation of a chair lift Page 2, January 23,2025 97977, Spahidakis—Area Variance SCTM No. 1000-104-12-12.2 to permit wheelchair accessibility. A neighbor of the property spoke at the hearing about runoff from the property due to large amounts of soil on site, and was satisfied by the owner/applicant that a resolution was forthcorn I ing in the spring season. A stop work order was issued by the Building Department for stormwater control and work done on the principal dwelling and accessory building without permits. FINDINGa,.QF—FAQI/-&F—,MS—()N —FO The Zoning Board of Appeals held a public hearing oil this application oil January 9,2025,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)(11. Grant of the variance will not produce art undesirable change in the character of the neighborhood or a detriment to nearby properties. The accessory garage currently exists under ZBA variance#5073 dated March 8, 2002, and Certificate of Occupancy 9 229346 dated April 8, 2003. The stair and deck/balcony in question is on the rear of the accessory garage which will not be seen by the public from the principal front yard, Wunneweta, on the subject corner lot. Although it will be visible from the secondary front yard, V'anston Road, it meets the code required front yard setback and there is ample room to install evergreen screening to create visual privacy. 2. Town Law k267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. Due to the fact that the garage is in a non-conforming location, any addition to this structure would require variance relief for increasing the nonconformity. 3. The variance granted herein is mathematically substantial,representing 100% relief from the code. However, the existing accessory garage has been in place legally for a number of years, along with the accessory apartment on the second floor,without adverse impact, Moreover,the accessory structure with exterior staircase and second story balcony/deck entry to the apartment is compliant with all setbacks and lot coverage code requirements 4. Town Law 6267-1)(3)(b)(4)., No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. Town Law §267-bQfflffi. 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 I 2617-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of tile deck/platforni area for maneuvering a wheelchair to the second-floor apartment while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF 'FLIE 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 Steinbugler,and duly carried, to GRANT the variance as applied for and shown on the plans drawn by Kehl Design Associates and signed and sealed by John J. Condon, LPE, dated February 12, 2024. Page 3,January 23,2025 #7977, Spahidakis—Area Variance SCTM No. 1000-104-12-12.2 SURJECT TO,THE FOLLOWING CONDITIONS: I. The applicant must apply, to the Building Department for a building permit for the "as built" improvement(s)within 90 days,of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted, 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The deck and stairs shall remain open to the sky, and not covered or enclosed in any way. 4. The "As-built"deck shall not be converted to habitable space. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals;failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued. The Board reserves Cite dghtly substitute asimilar deli that is de minimis in nature or an alteration that does not increase the ree oftioncon ormiiii ovideddeminitnisrelie ruested within one ear the date ,_ this decision. Lis Any time after one ear.the Board ma,,_re quire a new gpplication. i THE APPROVAl y'S)GRANTED HEREIN Please Read �fu�ll Any deviation from the survey,site plan anillor 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.5top Work Order,and may require a new application andpublic 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 riled 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 S ONSIBILIT'Y TO ENSURE a NWT REN.Failureto comply in 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), Acarnpora, Lehnert and Steinbuglar(4-0) (Member Planarnento Recused) Leslie Kanes Weisman, Chat erson Approved for filing / /V? /2025 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®F 5 P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 http://s outhol dt ownny.gov , iVTv , � , � � U ZONING BOARD OF APPEALS Town of Southold RECE� ED �'a ��"° , I FINDINGS, DELIBERATIONS AND DETERMINATION "�"' , .,, MEETING OF JANUARY 23,2025 JAN 2 8 2025 ZBA FILE No.: 7933SE NAME OF APPLICANT: George & Sara Spahidakis Southold Town lie PROPERTY LOCATION: 1235 Wunneweta Road, Cutchogue,NY SCTM No. 1000-104-12-12.2 SERA DETI RMINd TION: 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 requirements under SEQRA. S1 IFFOI I COIN I Y ADMTNIS"CRATIVE* 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 May 17, 2023 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, pennit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268 REQUEST MADE BY APWCAN' : The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPERTY FACTS/DESCRIPTION: The subject property is a 29,260 sq, It. irregularly shaped parcel located in an R-40 Zoning District. The property has a road frontage of 204,44 feet along Vanston Road, then turns southeast for 186.94 feet,then it'turns southwest for 170.00 feet to Wunneweta Road,with a road frontage of 101.06 feet as it returns to Vanston Road. The property is improved with a single-family,two- story residence and a two-story garage with apartment on the second floor as shown on the survey by Nathan Taft Corwin, III, L.S., dated Revised April 17, 2024. ADDITIONAL, IN_'!ORMATION This accessory apartment exists currently under ZBA # 7036SE dated March 20, 2017. The ownership of the property changed thereby extinguishing the special exception. The current owner wants to use the accessory apartment located on the second story for an elderly parent who uses a wheel chair.The accessory garage currently exists under a ZBA variance#5073 dated March 8,2002,granted to construct a garage in a non-conforming front yard location. According to the applicant, the ground floor will remain as garage/storage and unhabitable, and the interior stair to the second floor will be removed. The second-floor apartment will be accessed by an exterior staircase with deck platform large enough to install a chair lift for wheelchair access. The family relationship was verified by documents provided. The apartment has a livable floor area of 551.00 sq. ft. as per the Southold Town Building Department Verification of Livable Floor Area dated May 6, 2024. Page 2,January 23,2025 #7933SE, Spahidakis SCTM No. 1000-104-12-12.2 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 9, 2025 at which time written and oral evidence were presented, Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application,the Board has reviewed the code requirements set forth pursuant to Article 111, Section 280-13(B)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the applicant does comply with all of the requirements for the reasons noted below: 1. The owner confirms that the accessory apartment shall contain no less than 220 square feet and shall not exceed 750 square feet of livable floor area and shall have no more than two bedrooms and one bathroom with the entirety of the livable floor area of the accessory apartment located on the second floor of the accessory structure. The architectural plans prepared by John J. Condon, LPE, dated February 12, 2024, propose an accessory apartment with one full bathroom entirely on the second floor of the accessory, structure with a conforming 551 square feet of livable floor area, as verified by the Building Department's "Verification of Livable Floor Area" request by the ZBA dated May 6, 2024. 2. The dwelling unit complies with the definition of same in §280-4 of the code 3. The accessory structure does comply with the code requirement as defined in Section 280-13(B)(I 3)(e) of the Zoning,Code which states the accessory structure must have been certified a minimum of three years prior to the establishment of the accessory apartment. The applicants were issued a Certificate of Occupancy No: 40632 for the subject accessory structure dated August 20, 2019. Consequently, the Board finds that the applicant does meet the minimum standards for approval. 4. The applicant herein, owns and resides at the property as documented by copies, of drivers licenses, of a cable bill and electric bill, and confirms that: occupancy of the resident structures on the premises shall be subject to the issuance of an annual rental permit in accordance with Section 280-13D and the following requirements- one of the dwelling units shall be for the sole, exclusive occupancy of the owner or farnily member, as defined in Chapter 280, Section 280-4. The other dwelling unit shall be leased for year-round occupancy evidenced by a written lease for a term of one or more years to a family member or a resident who is currently on the Southold Town Affordable Housing Registry and eligible for placement. The applicant testified that the tenant of the accessory apartment will be applicants' mother as evidenced by lease dated March 21, 2024. 5. The owners' plans comply with the on-site parking requirements of three spaces, two for the principal dwelling,and one for the accessory apartment, and provide for a total of three parking spaces, as shown on the survey prepared by Nathan "raft Corwin, III,dated Revised April 17, 2024. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7. This conversion is/shall be subject to a building permit, inspection by the Building Inspector, approval by the Suffolk County Department of Health Services of the Nvater supply and sewage disposal system(s) arid the issuance/renewal of an annual permit in accordance with Chapter 280-13D. 8.No special(,,,xception shall be granted unless the Zoning Board of Appeals, in addition to the considerations, L� determinations and findings required in Chapter, Sections 280-142 (General Standards)and 280-143 (Matters to be Considered) specifically finds and determines the following: Page 3, January 23,2025 #7933SE, Spahidakis SCTM No. 1000-104-12-12.2 a) That the granting of the special exception will not adversely Impact the privacy and use and enjoyment of any adjoining parcel, b) That the granting of the special exception will not adversely Impact the character of the neighborhood in which it is located. c) That the cumulative effect of approving the present application along, with previously approved applications will not have a cumulative adverse impact on the SLITTOLinding neighborhood. d) That the cumulative effect of approving the present application along with previously approved applications will not have a cumulative adverse impact on the school district in which the property is located. n the subject property to accommodate the proposed e) That sufficient off-street parking exists o accessory apartment. f) Whether adequate buffer yards and screening can and will be provided to protect adjacent properties from possible detrimental impacts of the proposed use. .LI-4_F, BOARD: In considering the entire record and the applicable code requirements, motion was offered by Member Lehnert seconded by Member Acampora, and duly carried,to GRANT the Special Exception Permit as applied for LOW[NG CONINTIONS: 1. This Special Exception Permit requires an annual renewal by a Code Enforcement Officer. It is to apply to the Building Department each year to renew the accessory apartment permit. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. This Special Exception permit cannot be transferred to new owners That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued Any deviation,,from the survey, site plan andlor architectural drawings cited in this decision, may result in delays a building permit, and may require a new application and4w a possible denial by the Building Department Of and public hearing before the Zoning Board ofAppeals. In the event that this is aspecial permit subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met,-and failure to copriply therewith will render this approval null and void Any violations(?f'lhe conditions, occupancy or other requirements described herein, may require a public hearing be potential action to revoke the Special Exception Permit granted ,fore the Zoning., Board oJ',4p13ea1s to review I herein. Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Lehnert and Steinbuglar(4-0) (Member Planamento Recused) 04 Leslie Kanes Weisman, Chairperson Approved for filing 1/2025 j s' S17 • GENERAL NOTES: _ • �:, , ";., ;.,, ,. ;., ' SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION !" jJ /- i. ��` "ice /:;%• ya ,> R A C T R N 0 T E SGeneral Notes: ' ,mod 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF «-%%' ___ -- _ftt_ '� Wood: - NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglcs Fir/Larch #2 or better. ,;;-I .;,If____ I �( = GEi"IERAL NOTES: � - -- -- ------ �. 2• FIRE SAFETY: V� T� 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. KEHL DESIGN ASSOCIATES LLC 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY,--NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential 8 commercial design o consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 hone: 631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered,mon'ufacturer. P I AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southo d,New York 11971 E-Mail: ssbn654@optonl1ne.nei 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. - - 4. a, All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: S• corporation or equal. j CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ter. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or tet flEN"OVAL TASK'S. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE" OR INJURIES CAUSED BY 4 therein, ore the property of KEHL DESIGN t ASSOCIATES, LLC. No port thereof shall be k OR DURING THE EXECUTION OF THE WORK. - 8. Design values: j 3. DUST CONTROL: copied, disclosed to others or used in connection a. Framing Lumber: OF (north) No. 2 or better ! with any work or project other than for which E A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they hove been prepared without written consent. I THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUM 3:NG, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING :AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUiv1BING WORK SHALL BE PERFORMED BY PERSONS -LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. �23THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. _ 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 2 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. < THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI I �e °• Fb = 2600PP1SI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, ANI) ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, I 110. eq 10?¢ KEHL DESIGN ASSOCIATES, LLC. NOTE � ALL PIPING AND WIRING SHALL BE REMOVED ITO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE COIISTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, r ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12• CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAC-TY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM $ RESOLUTION, THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN g THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ! HE '+ 'LL BE RESPONSIBLE FOR ,ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR DOCUMENT NOTES PROPERTY.ACTEA RESPONSIBLE CH AS REPREESENTATIV OR THE SAFETY OF EMPLOYEES I PLO D IN THE CARE O E OF THEIR SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICHTHEYWILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED [Y OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LUC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, } OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 202? RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND 'MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTICN OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. e LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BF PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENT OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE s TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PIcO TECTION FOR WINDBORNE DEBRIS SHALL MEET (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER. 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -- DESIGN CRITERIA �" EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AN;),-. TWO FAMILY DWELLINGS LOADS 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11rnm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION_ PANELS SHALL BE PRECUT AND ATTACHED- TO--THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE..z":1�f� RESIDENTIAL CODE OF NEW YORK STATE ' _ _ UNINHAEl1ABLE-ATTICS 1Vl ri: 1 _ T _6PAGEb"` - _10 , . _ OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL B€e'3REDRILLED AS REQUIRED FOR THE ANCHORAGE S ( " ') METHOD AND SHALL BE SECURED WITH- THE ATTACHMENT HARDWARE PROVIDED. A7�i' ipAENT SHALL BE DESIGNED TO RESIST THE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AN OCCUPANCY CLASSIFICATION s) - UNINHABITABLE ATTICS WITH 'LIMITED b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE,R301,2(2) OR ASCE-7, WITH THE PERMANENT STORAGE -••"=_••-- -- - - - - 1 USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ' I RESIDENTIAL R-3 (SNGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 1iSITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,, IS 180 MPH (290kps) OR-LESS. -- TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTEII NG SCHEDULE FOR WOOD NAILING NOTES: _ Bldg Dept copy from ZRA (e) 40 Final reviewed docunwits '• TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 zFiA File r TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. F`-'' Date: _ 40 FASTENER SP,CING (INCHES) R301 DESIGN CRITERIA I v B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET< PANEL 6 FEET < PANEL Acceptance of these drawings does not authorize the right to buii.d < 4 FEET SPAN j 6 FEET SPAN � 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, without the authorization of local governing agencies, such as HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED Suffolk County Dept. of Health Services Town Building NO. 8 WOOD SCREW- I BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a - a BASED ANCHOR WITH 2 16 0 8 Departments, DEC, FEMA, etc. Verify all conditions, codes, ern, HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF requirements with such agencies prior to construction, LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- r CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: v ICE•. I+ ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 -12 9 g THE VC4TICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH , PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS �: UNLIMITED AREA SLEEPING ROOMS THE LwO.HEST ROOF SURFACE 3 STORY 30 Y4 INCH DIAMETER LAGSCREW- i AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE I = XI„_'_G A5 PER CHAPTER 5 OF THE BASED ANCHOR WITH 2 16 6 16 AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHINT � '� € UPDA --D WI AL RESIDENTIAL CODE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. - � UPDA I"'�D WI TH THE 2016 INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 n 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) E . GAMAuE J I FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,,t ani a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE EXISTING 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 ) AP a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structure panel. - ( . ...i i T APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of :he panel, 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) I b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 1235 WUNNEifitETf1 RD. SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y incles from the edge of concrete block or concrete.ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shol►be attached using vibration resistant anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, CUTCHO�.7��±± UE, NY, 11935 t ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. i OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM # 1 000-104-12-12.2 ALL EXT DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL INERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSIVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. i OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERV91ON CODE OF NEW YORK (� Projects shall comply with one of the following: t i AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. { 1. Section R401 through R ro4 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicotedas "Mandatory" t 'NLW CRAWL SPACE NA ( )' e en 3. The rating index (ERI) approach in Section R406 i y NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO,WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED '50 POUNDS ON AN AREA EQUAL TO 1 SQUAF.E FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVt LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF l It EX, FIRS` FLOOR NA 1-2016 g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW FIRST' FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SI"HTb GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLABd CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTPACTORS SHALL VERIFY f14 EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL I RNALUE WALL RNALUE SPACE FIELD CONDITIONS AND DIMEN90NS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. TH!: ` NEW SEA OND FLOOR 600 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHTBY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGcb,e R-VALUE R-vALUEr RNALUE DEPTH RNALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKN0I.14 T THE PLANE OF THE TRUSS MARINE RDA UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CRAFT STUDIO 206 sq.ft. THE LIVE LOAD NEED ONLY BE APPLIED TO fHOSE PORTIONS OF THE JOISTS OR TRUSS MARINE NEW BALCONY NA 4 0.32 0.55 0.40 49 20OR13+5h 8/13 '19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. • ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: For SI: = 1 foot = 304.8 mm _ ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulaton is installed in a cavity which is less Y F BURARY 12. u GARAGE 394 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE AT11C IS than the label or design thickness of the insulation, the installed R-value If the insulation shall not be less than the PROJECT NO: •„". , NA NOT LESS THAN 30 INCHES R-volue specified in the table. C COPYRIGHT 2024 KEHL DESIGN.ASSOCIATES LLC.� ATTIC (GA",AGE),o) Q �E OFF BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC colu•nn apples to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED S�� �� 1164-2024 SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means continuous insulation on the interior or exterior d the home or R-13 cavity insulation of the J. C�� �� RAWN BY: � � o --- -- interior of the basementment UNDER FEDERAL COPYRIGHT LAW.wall. � ''- O BDK a SUNROC:v'. NA PLANS MAY NOT BE REPRODUCED WfTHOUI 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD Z § NEW DECK NA '15/19" means R-15 continuous insulation on the interior or exterior of to home or R-19 cavity insulation at the j '.;: CKED BY: MEMBER DEPTH. WRITTEN AUTHORIZATION. interior of the basement wall. "15/19" shall be permitted to be me+. with R-13 cavity insulation on the interior of the COWERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF f THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wolf plus R-5 continuous insulation on the interior or exterior d the home. "10/13" means R-10 continuous ,,.,.. COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulatioi at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. ET NUMBER: 4 POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE, d. R-5 shall be provided under the full slob urea of a heated slob in additi,n to the required slob edge insulation w� i ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for seated slabs shall not be required to PLANS IS UCENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN $ ��\ h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab Sloto a SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G1 l CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved I IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of IOCOI governing agencies, SUCK as Suffolk Count Dept. Doe NUMBER: 0; (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and proviting not less than an R-value of R-19. g g a genc Y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA etc. I plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in occordance with Section R402.2.5. The seconf R-value applies when more than half the construction. © KEHL•DESIGN°ASSOCIATE$, ur ~� Y insulation is on the interior of the mass wall. / r�/%:;!�i..'i." ?%' �'Y' .J%'.,,. .,;:`.../ �c"�.� yr. ;��*:w SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION a %�% %%/ 4 .y r�:ax ;, USE A MINIMUM OF YVA�TWO 8d NAILS THIS MTS20 LTS20 � - y H N U L SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ,® .\ � • J f r11 �i u uLx] OOD l rl I FASTENERS ALLOWABLE LOADS LOAD Ca '•z SIDE OF CEILING JOIST !% \ E1}_EL1 LATERAL WITH TOTAL FOUR o /• O o ° AND ON SIDE OF RAFTER MODCL GA UPLIFT UPLIFT (133/160) BdxII- CODE 8d NAILS REF, INTO TRUSS . ! N0. TO ULT. NAILS -- o° 8 RAFTERS/ PLATES STUDS (133) (160) F, FZ (133& _ TRUSS C-�� ` NOTE: REFER TO SIMPSON WOOD CONSTRUCTION --- SIMPSON • TAKE-UP WASHER H7 16 4-Sid :?-8d 8-$d 2991 930 s85 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •% .�_ residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5. 44 — c FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ART -x12 e DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER 2 LENGTH of BOLT IN WOOD MEMBER CODE 81d MAIL o ° PO.Box 1675 phone: i631)433 9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net MODEL GA ULT. LFTA LFTA REF. PLATES °0 •0. o NO. MAX. CLEAR 2" 2}" 3" 3}" WIDT SPAN L OTY DIA 1}" 2" 24" 3" 3}- 1�' EIGHT , NAILSP4 INTO Kehl Design Associates,LLC o formed D A K Associates,LLC IN I LFTA _ 16 241" 17" :58J"16-10d — 4200 — 1205 taoo s, 44, $s sruD OWNERSHIP & USE OF DOCUMENTS: °°FAS-ENERS2 ALLOWABLE UPLIFT LOADS 3 These drawings and specifications including the . I I DOUG-FIR LARCH / SO. PINE t AVG 10d 10d x 11" CODE ° id MODEL L ULT REF. LFTA ° eas, design and arrangements represented NO. 10d Tod x , " LSTA21 (133 / 760) (133) (160) therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shop be °' °° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 t6 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41. 128 ° ° HGA10 with any work or project other than for which I o ° " t1 they have been prepared without written consent. 1 MTS40 20 14-1od I4-10d x 1j" 3116 1000 840 .1000 3, 41, 128 ARTJ-x12 TAIL K o 0 LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 CNW- °0 5•' 1 COUPLER NUT DETAIL "Ell ° sTu 8 — DOUG-FIR-LARCH Equal number of�° �SIMPSON So. PINE CODE , TYPE OF DIRECTION ALLOWABLE LOADS REF. •' MODEL CONNEC- OF LOAD FLOOR ROOF (133/ specified each iendln ° TAKE-UP WASHER NO. TION (100) (125) 160 Simpson Strong-Tie G 515 645 670 i[ I LTP4 5 J 515 645 670 6, 39, 97 CS16 ART8"x12 f I 4f H 515 645 670 DETAIL "H" 7,9 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS (DF/SP) (133) HOLD OWN DEFLECTION ARTJ'x12 STUD DEFLECTION DEFLECTION CODE ° MODE'- MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF, °°°o I ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD ALLOWABLE N0. BASE BODY HB• Sf3 W H B SO CL DIAS-a BOLTS DESIGN W TEN RASSED OFF IGNOo OTY DIA 1 2" 21" 3" 152'76 LOAD THEI PLATE ° HD2A 16. 12 4$" 2>1" 2J" $" 2�" �° t�" �" 2 12150 1555 2055 2565 2775 2 0.058 0.077 2, 43, 82 o ° MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG i N0. W L STUD PLATE ULT. (133)z DF / SP ( 60) CODE 1 REF. J SP4 31j" 71" 6-10d x 121" — 2917 735 885 7, 40, 127 s DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° MODEL. I NO. CA W L NAILS F100 R (133) (160) REF. °O WORK NOTES: LSTA21 20 1 21 -1 Od 905 1205 1 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS ��R (133) (160) REF. :>_4 -1 d 100) 1370 1640 7, 40, 90 i Simpson Strong-Tie STU 8 MSTA24 18 il" "- LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HD2A TAKE-UP WASHER NO. L END GA CUT LENGTH (TOTAL) s SPACING REF. (LENGTH L Oo0) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS1E 150' 14" 16 CLEAR SPAN +31" 28-Sid t235 lsso 2t1s` 7, a0, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN DOUG-FIR LARCHPIN ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODEL CA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "Ft' No. w H B Lod Isd JOISTS ULT. (133)(160)1 10d I 16d I 10d 116d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. } LUS46 18 3{$ 41'" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 r CNW— Bldg 'Jest.��..f--,m�k A DETAIL "I" COUPLER NUT Final r•: fr:�o,a; tents i HUS210-2 14 9 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, $4, ,22 ART`�x12WABLE LOAQ_5__ 5,•- DalZBA I ¢ FASTENERS UPLIFT DOUG-FIR AR H LATERAL CODE SIMPSON Date: t I MODEL AVG UPLIFT (133/160) REF. l NO. GA ULT. TAKE-UP WASHER I TO RAFTERS "TO PLATES TO STUDS (133) (160) F F2 160 = Acceptance of these drawings does not authorize "the-rrghd to"5uitd> - - HGA10K1 14 4-SOS}"x1 4-SDS}"x3" 1523 435 435 1165 940 s without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building USE A MINIMUM OF S P 4 Departments, DEC, FEMA, etc. Verify ail conditions, codes, and TWO 8d NAILS THIS CNW- S]DE OF TRUSS. COUPLER NUT requirements with such ogencies prior to construction: TOTAL FOUR o /• m o SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS MTS16 ° STU '- LSTA21 i 5" ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. o o SIMPSON SIMPSON I) 8 MTS16 I ®® ` a! TOTAL FOUR 7• O o HD2A °°°o TAKE-UP WASHER ° Strong-Tie S AH 1 ®AI S ' 8d NAILS LSTA 21 HUS210-2 II INTO TRUSS N E U N A ® E . GARAGE TO .TES°m° APARTMENT ' 8d O TW 8d NAIL o 0 8d NnIL I I STUD Simpson Strong-Tie PLATES o p°INTO INTO 0 DETAIL "A" H7 EIGHT-' NA[L ® 1235 WUNNEWETA RD. INTO DETAIL D DETAIL G DETAIL CUTCHOGUE, NY, 11935 € STUD Simpson Strong-Tie LFTA H7 °° :o Simpson Strong-Tie DETAIL "L"LFTA # 1000-104-12-12.2 LFTA °°,° ROD SYSTEM DRAWING TITLE: -- , LFTA Ridge Strapping LSTA 3 0 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD o°° II ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN "OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS 8 3" THROUGH ROOF 2-1 FLOOR 1'-0" DEEP POOL x 6' DIA. = 22.3cuuft. per rvertical ft. / STRONG-TIE DETAILS i I ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I'' I 3'• 3 l'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE &AIHROOAI CALCULATIONS AND LTP4 2.. ROOF AREA = 750 sa/ft PLUMBING RISER DIAGRAM LTP4 19: FLOOR 2 2nd FLOOR V = A X R x c LTP4 - � 3'3 5RAWFALL = .17 ft NOTES: f VI 11 2.. R = 2 THESE PLANS ARE AN INSTRUMENT OF THE SERVCE AND ARE THE PROPERTY OF THE DETAIL C 3 C = COEFF. = 1.0 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie Va* V =750 x 1 x .166667 = 125 C.F. FlELO CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LTP4 DETAIL "B" Floor-t o-E l o o r Connections Ridge Strapping 2 C. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR r LTP4 ,st FLOOR 125 / 42.25 VERTICAL FT. / FT = 3 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail F_.OR FORMALLY ACKNOWLEDGED AS REHSION TO THESE PLANS. Simpson Strong-Tie 3" 4 F.A. VENT 6 USE (1) 8 DIA. POOL 3'-0' DEEP = 3 V.F. ABO�/E GRADE 4•i✓.O. Floor-to-Floor Connections 3 OR SEAL: DATE: TO SC WA APPROVED 125 22.3 VERTICAL FT. FT - 5.6 V.F. € t ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SEWERAGE SYSTEM / / - FEBURARY 12. 202�3 USE (1) 6' DIA. POOL 6'-0" DEEP = 6 V.F. PROJECT No: EQUAL TO OR GREATI=R THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. _ � PLUMBING RISER DIAGRAM N T S 1164-2024POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: NO SUBSTITUTION: All framing hard'�iare shown on these plans, HOUSE AND/OR LEADERS TO BE PIPED TO ,�d�OlSS3.�pd, BDK CHECKED BY: unless otherwise, indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �� V89�1S0 d�� POOL, MAINTAIN MIN. OF 20 FEET FROM SEP11C ' sti No substitutions are approved or authorized. SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . '�= r Due to the relationships of Framing hardware to LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ) -� the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA hardware substitutions Will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WHERE TRAFFIC IS TO BE PRESENT. o G 2 null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS IF A MULTIPLE POOL SYSTEM IS USED AROUND THE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS f�{ 3© - performance of the entire system. USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL UOB NUMBER: OF BE DIVERTED TO EACH POOL. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM)' POOLS TO BE INSTALLED MIN. OF S-O" ABOVE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) GROUND WATER. (D KEHbDESIGN°ASSOCIATES, LLC s� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) _ M MY KEHL DESIGN ASSOCIATES LLC S residential & commercial design o consulting PO.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net I 3D'-o' �•-o' Kehl Design Associates,LLC o formerly D A K Associates,LLC p — - -- 15-8" 14'-4" 15-8" -0" '-4" OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the — — ———— —— —— — — — —— —— — — — ideas, design and arrangements represented therein, are the property of KEHL DESIGN L 00 ASSOCIATES, LLC. No part thereof shall be - I copied, disclosed to others or used in connection with any work or they have been prepared c without t or wriittenconsent. REV: -2y4" 5" I NOVEMBER 9, 2019 r 3'-1;' ' ss NOT FOR CONSTRUCTION d _ _ ? O , O „ torage oom I USE UNLESS N N N I } I CERTIFIED BY A PROFESSIONAL ENGINEER 52 17'-IY" 1'-74 -1()Y4" � I - I __.1 WORK NOTES: 154 14'-4" 30'-0" 0' EXISTING FIRST FLOOR PLAN- EXISTING FOUNDATION PLAN SCALE: 1/4"= 1'-0" 600 F r EXISTING WALLS 4 BId Dr,-11 -on.,r;-,-,m ZEA SCALE: 1/4"= 1'-O" 600 SF Find rr •.•n�nts --� EXISTING WALLS �! NEW WALLS Day 7�33 - NEW-'WALLS -30' _o. Acceptance of these drawings does not authorize the right to build -4Y" 14'-5Y" 7'-2Y," without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. PROJECT:Bathroom 3y" i / 11-5 4 -8" -34 1'-g" S PA H i D � Closef " 7" Closet 0 NEU APIN 'o E . GAR .GE I o b -1D3 0 c APARTMENT Rocco Kitchen _ 1235 WUNNEWETA RD. o oo11 o N Sr 3, '4. 54 0 o CUTCHOGUE PAY 11935 Bedroom SCTM # 1000-104-12-12.2 DRAWING TITLE: iV !Q7 sO o o PLANS AS Closet Closet NOTED 15'-3" -5%' -114 L 12-9r2 7- " PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH -O" NOTES: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY tLL EXISTING SECOND FLOOR PLAN HEADERS ARE TO BE FIELD CONDITIONS NANDAL DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT P (2}13/,"X 9� L'UL UNLESS DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN O4 OTHERWISE NOTED UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � SCALE: 1/4"= 1'-0" 600 SF - , EXISTING WALLS NOTE: PROVIDE FIRE BREAKS SEAL: DATE: AS PER THE 2020 FEBURARY 12, 202�_ NEW WALLS ' RESIDENTIAL CODE OF NEW PROJECT PROJECT NO- 1 16.4-2024 NEW YORK STATE F,O� CONQ��� DRAWN BY: ALL SECOND FLOOR WINDOWS t lg1\ y BDK O AND EXTERIOR DOORS TO CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE BE SET AT C-102" > � ._.. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND - SHEET NUMBER: LOADS AND SEISMIC LOADS AS PRESCRIBED EY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A 516 84 �� COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES ESSkO��P O CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Al 1 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARCS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2) AISi STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 0 KEHL-DESIGN-ASSOCIATES, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. T g f5 IR MOM KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting S ' PO.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.ne1 11'4%" 3O'-O" Kehl Design Associates,LLC o formerly D A K Associates,LLC 14'-4" —6'-5v1'-1' -3'-gY" OWNERSHIP & USE OF DOCUMENTS: 6X6 ACO POST ON 6X6 S161PSON 3068 CW16R CW16R CW16R These drawings and specifications including the " POST ANCHOR, ON 12"SONA TUBE _ __ _ ___ _ ideas, design and orrangements represented ON 2'X2'X1'FOOTING W/(4) J4 r — EX. HEADER therein, ore the property of KEHL DESIGN REBAR EQUALLY SPACED, MIN. 0 EX. HEADER I ASSOCIATES, LLC. No part thereof shall be - " 3'-0" BELOW ANAL GRADE o copied, disclosed to others or used in connection �, I — —— — — — — n with any work or project other than for which 4X4 ACO POSTN4X N they have been prepared without written consent. ❑ SIMPSON POST ANCHOR, ON 12"BONA TUBE ON 6X6 ACO POST ON (6X6 POST REV: 18"3'-0*2" FOOTING 18-9Y" ANCHOR N9VEMBER 9, 2019 o MIN. -0 BELOW FINAL GRADE C) w o U II NOT FOR CD a: � � s J o O HEAT COMB SMOKE & ^ o 9 �' I I CONSTRUCTION o _ DETECTOR o O CO DETECTOR QI �"' O v� "od- 0 o USE UNLESS o o a x Ex.Storage Room w x x Ex.Garage W N = I I CERTIFIED BY A x z `D 4X4 ACQ POST ON 4X4 6X6 ACO POST ON 6X6 SIMPSON SIMPSON POST ANCHOR, "' POST ANCHOR, ON 12"BONA TUBE ON 12"SONA TUBE ON Z N �rati ri o Z PROFESSIONAL ON 2'X2'X1' FOOTING W/(4) #4 18"X18"X12" FOOTING _.. Fire pep �I REBAR EQUALLY SPACED, MIN. MIN. 3'-0" BELOW FINAL required a5 Fer I III ENGINEER 0 3'-0" BELOW FINAL GRADE GRADE M NyS Cod I 3' o• 3 t -10� `2 o A5 2 I 16X6 ACO POST ON "^ 16X6 SMPSON POST ANCHOR r Io EX. HEADER 04 WORK NOTES: 3068 FWG80611L 5-48" 3'-W- 15'_8" 14'-4" -5 4" 1'-1 1-9� 30'-0" t NEW FIRST FLOOR PLAN NEW FOUNDATION PLAN SCALE: 1/4"= 1'-0" 600 SF EXISTING WALLS SCALE: 1l4"= 1'-0" soo SF Bldg Dca'�"ca'��,m Zt A NEW WALLS �inat ;. ZBA s;� is u —� EXISTING WALLS —/r 1a°33 S, �nts IAO r NEW WALLS Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies prior to construction. 30'-0" 1 V-6 PR OiJ ECT: 14'-SY" T-Y" —4 6" S PA H'DA l s NEU 'iANN _ CX135L I HEADER pI --I � 1-g z N EX. GARAGE o Closet O APARTMENT 13'-1�" Closet �T] -1 1 �_\r 0 1235 WUNNEWETA RD. t68DD Bathroom " Kitchen 068 CUTCHOGUE NY 11935 SCTM # 1000-104-12-12.2 O , a 2668 DRAWING TITLE: 13'-7r z 0 o wo C, 0 0 3) t _ PLANS I o a COMB SMOKE & COMB SMOKE & x a W N CO DETECTOR 0 � O CO DETECTOR , New Deck AS Bedroom Living NOTED �+ Room o 1068 1068 o o � r i Closet 13'-1y" Closet NOTES: r n DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 30i DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1`5" 11'-7" EX. ADER EX. HEADER PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY RLL R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE FIELD PROFESSIONAL AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. illE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, X1 L X1 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE M UNKNOWN 0 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES PROVIDE HURRICANE S>RAPPING IN ACCORDANCE WITH -11� 12'-9r 7'-3Y" 7'-0" ;'-6' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. IN ACCORDANCE WITH THE: PROVISIONS OF THIS CODE SHALL RESULT 1N A SYSTEM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 30'-0" 11'-6" SEAL: DATE: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING FEBURARY 12, 202� ' ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ALL HEADERS ARE TO BE PRESCRIBED BY THIS CODEARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF (2)13/"X 9J4" LVL UNLESS % _ PROJECT N0: THIS SECTION. ,`Q ����� 1164-2024 OTHERVISE NOTED NEW SECOND FLOOR PLAN ,��� Gp�,�O©,�� DRAWN BY; R301.1.1 ALTERNATE PROVISIONS * � y BDK AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING FIRE BREAKS SCALE:PROVE1/4 STANDARDS ARE PERMITTE-D SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ;r ' NECKED BY: NOTE: PROVE AS PER T11E 2020 .HE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXISTING WALLS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF RESIDENTIAL CODE OF ' HEET NUMBER: NEW YORK STATE. NEW YORK STATE NEW WALLS A 1684 StoNP�� f - i) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ALL SECOND FLOOR WINDOWS Al 0 2 ONE-AND TWO FAMILY DWELLINGS (AISI-S230) AND EXTERIOR DOORS TO 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE SET AT C-102'" © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DOB NUMBER: OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLAN'S MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE © KEHL-DESIGN-ASSOCIATES,uc PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, VMTH WRITTEN PROOF OF PURCHASE. .y / s/-,',�.r '//%�"r,. "i cgs Ivri KEHL DESIGN ASSOCIATES LLC residential & commercial design 9-consulting PO.Box 1675 Phone: (631)433-9084 Southold,New York 11971 E Mail: ssbn654@optonline.nef Kehl Desl n Associates,LLC o formerly D A K Associates,LLC ... OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 4 copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. L— REV: NOVEMBER 19 L 9, 20 NOT FOR ---- --- ------ ------ ------ -�-, CONSTRUCTION - - - - - - - ` USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER s NORTHEASTERN ELEVATION SOUTHWESTERN ELEVATION- SCALE: 1/4" 1'-0" SCALE: 1/4"= V-0" WORK NOTES: = IL y Bldg �r•P+',nv frc,m ZE:Ai Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as - ----- Suffolk County Dept. of Health Services, Town Building } Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. l PROJECT: P:� SPAHIDAKIS r I � I NEUMAO NN i �i • Ili.l I I E . GARAGE i i , 11 i I APARTMENT F 1235 WUNNEWETA RD. CUTCHOGUE, NY, 11935 - 0 O --- o SCTM # 1000-104-12-12.2 DRAWING TITLE: ELEVATIONS AS NOTED SOUTHEAST ELEVATION NORTHWEST ELEVATION- SCALE: 1/4"= 1'-0" NOTES: SCALE: 1/4"= 1'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF.THE _ DESIGN PROFESSIONAL WHOSE SEAL 1S AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OF; P UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R i FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH SEAL: DATE: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FEBURARY 12. 202L PROJECT NO: ALL HEADERS ARE TO BE (2)1/'�X 9Y" LdL UNLESS ALL HEADERS ARE TO BE 1 164-2024 OTHERy'2 NOT[ (2)1�X W LVL UNLESS ,`�QF itit��}, DRAWN BY: OTHERWISE NOTED Cps, �� BDK �O �n Zi 40y C ECKED BY: NOTE: PROVIDE FIRE BREAKS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NOTE: PROVIDE FIRE BREAKS AS PER THE 2320 AS PER THE 2020 NUMBER: RCS�DCNTIAI CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FL004 LOADS, SNOW LOADS, WIND RESIDENTIAL CODE OF LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A y NEV: YORK STATE COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NEW YORK STATE A A201 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 684 ALL SECOND FLOOR WINDOWS R301.1.1 ALTERNATE PROVISIONS ALL SECOND FLOOR WINDOWS '�aFEsslo\�P`' AND EXTERIOR DOORS TO AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS AND EXTERIOR DOORS TO ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LL(C. ALL FLOOR PLANS AND ELEVATIONS ARE DOB NUMBER: OF BE SET AT 6'-1C2" USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. BE SET AT 6'-102'" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS: ARE THE SOLE PROPERTY OF _ SIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) PLANS KEHL DE IS LICENSED EXCLUSIVELY TO THE BUYER, Ir►9TH WRITTEN PROOF OF PURCHASE. © KEHL-DESIGN-ASSOCIATES, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ✓ /""7% /r o:; j�F�/i o�'v r /'/•,, ,�`i;�51 / .'. /5" �� •�' J.!•//fir.. /i//'�',.-G//'' r/f y EX. 14"X91„ LVL RIDGE EX.1 J"X9j" LVL RIDGE - -- - n s EX.ARCHITECTURAL GRADE ROOF SHINGLE EX.ARCHITECTURAL GRADE ROOF SHINGLE R-19 KEHL DESIGN ASSOCIATES LLC EX.4" CDX EXT. ROOF SHEATHING INSULATION residential & commercial design o consulting R-19 EX.,," CDX EXT. ROOF SHEATHING INSULATION EX.2x10-16" oc RAFTERS EX.2x10-16" oc RAFTERS ING JOTS LIN OIS PO.Box 1675 Phone: (631 433-9084 EX. 1"X12" FASCIA R-19 EX'. 1"X12" FASCIA R-19 Southold,Newyork 11971 E Mail: ssbn654@optonline.nel INSULATION INSULATION c, R-19 EX.19" VENTED SOFFIT SEE DETAIL o R-19 EX.DO 19" VENTED SOFFIT (SEE DETAIL) o INSULATION INSULATION EX.DOUBLE 2x6 PLATE ( ) ro INSULATION INSULATION Kehl Design Associates,LLCoformerly0AKAssociates,LLC EX.DOUBLE 2x6 PLATE INSULATION EX.2x6-16' oc WALL STUDS EX.2x6-16" oc WALL STUDS INSULATION EX.21"CDX SHEATHING EX.J"CDX SHEATHING �� r EX.HOUSEWRAP EX.HOUSEWRAP �v OWNERSHIP & USE OF DOCUMENTS: EX.VINYL SIDING (4" EXP) Q EX.VINYL SIDING 4" EXP Q These drawings and specifications including the O R-19 R-19 o R-19 EX.2x6 PLATE INSULATION INSULATION EX.2x6 PLATE R—INSULATION INSULATION19 ideas, design and arrangements represented therein, are the property of KEHL DESIGN `ti ASSOCIATES, LLC. No part thereof shall be CDX --SUBFLOOR SHEATHING " CDX SUBFLOOR SHEATHING copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2X10 FLOOR JOISTS 12 oc. 2X10 FLOOR JOISTS 12 oc. i EXISTING FLOOR JOISTS TO EXISTING FLOOR JOISTS TO REV: ZR-19 BE SISTERED WITH 2X8-12"oc. R-19 R-19 BE SISTERED WITH 2X8-12"oc. R_19 NOVEMBER 9, 2019 EX.DOUBLE 2x6 PLATE INSULATION INSULATION EX.DOUBLE 2x6 PLATE 1INSULATION INSULATION EX.2x6-16" oc WALL STUDS EX.2x6-16" oc WALL STUDS EX.�"CDX SHEATHING EX.- J"CDX SHEATHING EX.HOUSEWRAP EX.HOUSEWRAP NOT FOR EX,VINYL SIDING (4" EXP) 19-� 19-1 EX. FIREVINYL BLOCKNG4" EXP) CONSTRUCTION } FIRE BLOCKING �—R-19 EX.2x6 PLATE INSULATION EX.2x6 PLATE R-19 �R-19 R-19 --� USE UNLESS EX.2x6 CCA SILL INSULATION EX.2x6 CCA SILL INSULATION INSULATION TERMITE SHIELD — SILL SEAL EX. 4" P.C. SLAB TERMITE SHIELD — SILL SEAL CERTIFIED BY A EX. ANCHOR BOLTS t -EX.ANCHOR BOLTS EX. 4 P.C. SLAB PROFESSIONAL EX. 8" P.C. FOUNDATION WALL EX. 8" P.C. FOUNDATION WALL ENGINEER EX. 2x4 KEY WAY EX. 2x4 KEY WAY EX. 16" x 8" CONCRETE FOOTING EX.16" x 8" CONCRETE FOOTING EX.3 —0 BELOW FINAL GRADE. (TYP.) EX.3'—O" BELOW FINAL GRADE. (TYP.) CROSS SECTION A CROSS SECTION B WORK NOTES: f Bldg Dent pv from ZEA Final ^r a- f VtJrliN(tt5 Acceptance of these drawings does not authorize the right to build 2018 International Energy Conservation Code IECC � - .: without the authorization of local governing agencies, such as SECTION R503 ALTERATIONS Suffolk County Dept. of Health Services, Town Building R503.1 General Departments, DEC, FEMA, etc. Verify all conditions, codes, and AI'erations to any building or structure shall comply with the requirements of this code for new construction. Alterations shall be such requirements with such agencies prior to construction. PROJECT: thot the existing building or structure is not less conforming to the provisions of this code than the existing building or structure was prior to the olterafion. S PA H' DA I S / j A!terations to on existing building, building system or portion thereof shall conform to the provisions of this code as they relate to nEw construction without requiring the unaltered portions of the existing building or building spsfem to comply with this code. - NEUMANN Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Alterations shall be such that the eNisting building or structure does not use more energy than the existing building or structure prior to alteration. Alterations to E . GARAGE 1 eAsfing buildings shall comply with section R305.1.1 through R503.2 APARTMENT R503.1.1 Building Envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402.1.2 or R402.1.4, Sections R402,2.1 through 1 235 WUNNEWETA RD. RA402.2.13, R402.3.1, R402.3.2, R402.4.3 and R402.4.5. CUTCHOGUE, NY, 11935 EXCEPTIONS: The following alterations need not comply with the requirements for new SCTM # 1 OOO-104-12-12.2 construction, provided that the energy use of the building is not increased: _ DRAWING TITLE: 1, Storm windows installed over existing fenestration. PLANS2. Surfaced applied window film installed on existing single pone fenestration assemblies reducing solar heat gain, provided that the code does not AS require the glazing or fenestration to be replaced. 3. Existing ceiling, wail or floor cavities exposed during construction, provided NOTED. that these Cavities are filled with insulation. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4. Construction where the existing roof, wall or floor cavity is not exposed. 5. Roof recovered, ALL HEADERS ARE TO BE 6. Air barriers shall not be required and roof replacement , NOTES: (2)1,�X 9y� LVL UNLESS where the alterations or renovations to the building do not include OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE operations, renovations or repairs to the remainder of the building envelope. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NOTE: PROVIDE FIRE BREAKS FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE AS PER THE 2020 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR RESIDENTIAL CODE OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW YORK STATE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: ALL SECOND FLOOR WINDOWS FEBURARY 12 2024 AND EXTERIOR DOORS TO PROJECT NO: BE SET AT 6'-10'" 1 164-2024 0 )F NEwy DRAWN BY: I\P S. co �� BDK I NEW YORK T NCO CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF E 0 STATE y ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC.ALL FLOOR PLANS AND ELEVATIONS ARE cr HEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND i T LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOU COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGINS ARE THE SOLE PROPERTY OF A301 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �pA 0516$4 ��� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ��r'`ESS1ON� R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: Of USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH .THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with Such © KEHL-DESIGN-ASSOCIATES, LLc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 11