Loading...
HomeMy WebLinkAbout47032-Z �O�og�FFUt,�coGy Town of Southold 7/9/2022 o - P.O.Box 1179 5' 53095 Main Rd 11A,*O� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43229 Date: 7/9/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 500 Tucker Ln., Southold SCTM#: 473889 Sec/Block/Lot: 63.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2021 pursuant to which Building Permit No. 47032 dated 10/26/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"accessory apartment with deck to existing accessoryygarage as applied for per ZBA# 7030SE, dated 7/15/2017. The certificate is issued to Stepnowsky,Carl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1398 9/29/2021 ELECTRICAL CERTIFICATE NO. 47032 12/15/2021 PLUMBERS CERTIFICATION DATED 6/13/2022 AGe e Berry Jr ut or' e Signature r SUFFaI� TOWN OF SOUTHOLD BUILDING DEPARTMENT y z ' 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#: 47032 Date: 10/26/2021 Permission is hereby granted to: Stepnowsky, Carl 500 Tucker Ln Southold, NY 11971 To: legalize "as built" accessory apartment in an existing accessory garage and to legalize "as built" deck addition on exising accessory garage/apartment as applied for per SCHD & ZBA approvals. Additional certifications will be required. At premises located at: 500 Tucker Ln., Southold SCTM #473889 Sec/Block/Lot# 63.-5-3 Pursuant to application dated 10/8/2021 and approved by the Building Inspector. To expire on 4127/2023. Fees: AS BUILT-ACCESSORY $1,072.00 CO-ACCESSORY BUILDING $50.00 Total: $1,122.00 Building Inspector o��OF SOUjyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carl Stepnowsky Address: 500 Tucker Ln city:Southold st: NY zip: 11971 Building Permit* 47032 Section: 63 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump F1 Other Equipment: Fridge, Gas Oven, Micro, Mini Split w/ 3 Blowers, W/D Notes: " AS BUILT NO VISUAL DEFECTS " Apartment Over Garage Inspector Signature: Date: December 15, 2021 S.Devlin-Cert Electrical Compliance Form S ISO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)-765-9502 CIO P.O.Box 1179 O , Southold,NY 11971-0959 BUILDING DEPARTMENT JUN 1 3 212-L TOWN OF SOUTHOLD DD i BUILDING DEIN. TOWN OF SOUTHOLD CERTIFICATION 1 ]Date: �3 Building Permit No. r s 1 Owner: ` A k - XjCjtJS 5 (Please'print) Plumber: l� e—, (Please print) I I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -"IAufnbers 5- n Sworn to before me this day of 20A Notary Publl: ouaty -ANii2 SV.BERRY (ter PoWo.,1,44 of Wo YP," OF SOpj�o # TOWN OF SOUTHOLD BUILDING DEPT. `�imrxn � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]_ ROUGH PL13G. [ ] FOUNDATION 2ND [ -]ANSULATIORJU�L1�1NG [ '] FRAMING/STRAPPING [ FINAL �}CC A-FF + b'a' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]: FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RKS: 0 (,mov, � 6 rta v kt-4A Sth -WA , DATE �Z a �� � 19 o��Of SOUIyO L4 -7 " 2.- aC90 LA # TOWN OF SOUTHOLD-BUILDING DEPT. �o � � 765-1802 urm, INSPECTION - .` [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]'.FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' PRE C/O REMARKS: A-5- T,5v t l.T AK AAW ' A _ FW . ,4 _A 1p oa- f-&ct, 12r- c04c- S (7a t CIA DATE INSPECTOR �� rag soil TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 a. INSPECTION [ ] FOUNDATION 1ST- : [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) MF ELECTRICAL (FINAL) , [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i NA-v -471� c DATE '� .> INSPECTOR " Q - O "! �aOE SOUIyo # \/ N , TOWN OF SOUTH 765■1802 INSPECTION [ ] 'FOUNDATION 1ST [ ] ROUGH PLBG. " [, ] FOUNDATION 2ND [ INSULATIOWCAULKING - [�AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ate• ` o . . DATE INSPECTOR ' LS `. 41-0 fqsf SOUly�lo - # f TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] 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: Y� DATE INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com June 20, 2022 JUJU 2 12022 BUILDING DEPT. TOWN OF SOUTHOLD Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Stepnowsky Apartment-1500 Tuckers Lane, Southold, NY SCTM: 1000-63-5-3 Dear Mr. Verity: As requested, I reviewed the work at the above referenced property on June 20, 2022. Based on my observations and to the best of my knowledge, the plumbing and insulation for the apartment was installed is in accordance with 2012 Residential Building Code of New York State and the 2012 NYSECCC. Please call me if you have any questions or require additional information. Yours ly, Gj 10SLPy o,n J. Condon, P.E. i v r i a 5-11 �' '�SSE�1��1P�' FOUNDATION ® r or ROUGH FRAMI PLUMBING" INSULATION STATE ENERGY CODE' ® • -1 list 1 ADDITIONAL, OMMENTS �0 Ill IA I� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htti)s://.w.ww.southoldtowM.gov For Office Use Only, Date Received PERMIT NO. �0 367E Building Inspector: l� C E V E Applications and forms must be filled out in their entirety.'Incomplete applications OCT Q 8 202 will not be accepted.-Where the Applicant is not the owner,an.Owner's ��_. , DD Authorization for (Page 2)shall be completed. BUILDING DEPT, TOWN OF SOUTHOLD APPLICATION FOR BUILDING PERMI�- Date: OWNER(S)OF PROPERTY:- Name: 111,4 � ct";IJlc Tax Map#:SCTM#h 1000- Pysical Address: _ . S-S:0 4 Phone#: � Email: Mailing Address: •CONTACT,PERSON:' - • Name: Mailing.Address: _S dCb Phone#: k 3 Email: DESIGN,PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: -CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSEWCONSTRUCTION R<ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Zfto Will excess fill be removed from premises? ❑Yes ZAto PROPERTY INFORMATION Existing use of property: Intended use of property: J Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 9�!­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 210.45 of the New York State Penal Law. Application Submitted By(print.name): / ❑Authorized Agent ZJGWner Signature of Applicant: �� Date: /d 3 _ Lc;-5 STATE OF NEW YORK) SS: COUNTY OF,SG 'aCfc ) CQ 1 �nuu�, l 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 3r�day of � � ,20 .21 Anpoi X NotaryPublic TRACE10. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6305900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2bpa 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 1 BOARD MEMBERS 0 so Southold Town Hall Leslie Kanes Weisman,Chairperson �� Hp 53095 Main Road.•P.O.Box,1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor,Capital One Bank 'Gerard P.Goehringer ,'�'r� .• yo 54375 Main Road(at Youngs Avenue) Nicholas Planamento �i�cou [,� Southold,NY 11971 http://southoldtownny.gov ` ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED �d /D:,/3 ",-- FINDINGS,DELIBERATIONS AND DETERMINATION JUN 19 20f71V MEETING OF JUNE 15,2017 �y�! • ZBA FILE: 7029 outhold Town Clerk NAME OF APPLICANT: Carl Stepnowsky PROPERTY LOCATION: 500 Tucker's Lane,Southold,NY SCTM: 1000-63-5-3 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 H 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 January 3, 2017 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 applicant's property is a non-conforming 21,780 sq. ft. rectangular lot located in the R40 zoning district with 110 feet road frontage on Tucker's Lane on the south side of the lot. The east side, bordering a residential neighbor, runs 200 feet perpendicular to the road with the north'side of the lot measuring 110 feet abutting lands of Beavan. The west lot line, also shared with Beavan, is equal to the eastside lot line and runs 200 feet in length. The lot is improved with a two-story,wood frame residence, set back 22.2 feet from the road with'an enclosed front porch and rear wood deck. The west sidd of the house is 21.5 feet from the property line. Additionally,there is a vinyl sided,wood frame garage building with a second story wood deck and stairs set back 7.5 feet(deck amended to 8.5 feet)from the east property line. The north lot line is 32 feet from the edge of the deck addition of the garage. The property is described as being lot 7 and part of lot 8 of the Huntinghurst subdivision filed May 13, .1914 as recorded on the survey prepared by Frank Barylsky, Land Surveyor,November 16,2016. BASIS OF APPLICATION: Request for a Variance under Article III, Section 280-15 and the Building Inspector's October 5,2016 Notice of Disapproval based on an application for a permit to legalize an"as built" deck addition to an existing accessory garage converted into an"as built" accessory apartment; at: 1) less than the code required minimum side yard setback of 10 feet;at: 500 Tucker Lane,Southold,NY. SCTM#1000-63-5-3. RELIEF REQUESTED: The applicant requests a variance for a permit to legalize an"as built"wood second story deck to an existing accessory building that will result in a side yard setback of 8.5 feet where code requires a minimum of 10 feet. 1 T Page 2, June 15, 2017 #7029, Stepnowski SCTM No. 1000-63-5-3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 1,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has developed and evolved over the past one hundred years with a variety of housing styles, uses and accessory buildings. The applicant's garage (a renovation to an earlier accessory structure)has been in existence for over 20 years and is located 7.5 feet from the east lot line without any prior issue. The as built second story attached deck is not visible from the road but is visible to the Long Island Rail Road,will have little or no impact on the lives of area residents. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The accessory building was built in 1991 under Town of Southold Permit #20022 with a non-conforming side yard setback; so any addition that extends the subject dwelling along the existing side yard will require variance relief. 3. Town Law 11267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 15%relief from the code. However, the second story attached deck a is "as built" and has a side yard setback that s slightly more conforming than the existing dwelling. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-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 in the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story deck with stairs on an accessory building 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 Planamento, seconded by Member , and duly carried,to GRANT the variance as applied for,and shown on the drawings prepared by Kehl Design Associates,LLC, dated December 6, 2016 and signed and stamped on June 14, 2014 by Robert 0. Barratt, and the survey prepared by Frank Barylski,LS,dated November 16,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Board will ask the building inspector to inspect the vent located at the top of the landing of the exterior second floor deck stairs to the west side of the structure, and determine whether the vent is code conforming. If not, the applicant will be required to move the vent to a code conforming location prior to the issuance of a certificate of occupancy. 2. The"as built"second story deck addition and stairs shall remain open to the sky. Page 3,June 15, 2017 #7029, Stepnowski SCTM No. 1000-63-5-3 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses; setbacks and other features as are expressly addressed in this action. The Board reserves.the right to substitute a similar design that is de minimis in naturefor an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/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. Vote of the Board.- Ayes: Members Weisman (Chairperson) Dante, Goehringer and Planamento and Acampora. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing / /2017 fF01;� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD :o= Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roerr(a-southoldtownny.4ov— seandCa)-southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: d �- Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATIN (All Information Required) Name: 4 Address: ` S Cross Street: Phone No.: e�? 3 Ct— Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lo,'_L - BRIEF DESCRIPTION QF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3776 Circle All That Apply: Is job ready for inspection?: YE=S NO ❑Rough In ©Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information required) Service Size71 Ph 73 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood ReconnectOService Reconnect QUnderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN Additional Information: , PAYMENT DUE WITH APPLICATION n 3 i S�FfO(� BUILDING DEPARTMENT- Electrical Inspector O� COGy� TOWN OF SOUTHOLD H x Town Hall Annex- 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-southoldtownny.gov— sea nd(�_)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ' 01�- Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Eleo. Address.:. JOB SITE I'NFORMATI ��N (All Information Required) Name: Address:. Cross.Street . :Phone.No: .. : S ,: '_ Bldi .?ermit#: email: Tax Rap;Dlstnct:r��:.1,Q00.:. _. -- BRIEF.=D'ES`CR(PT,I N 1='WORK;. INLU. . .. Y , .. . .. . _ - tJA - - --- t - D.E'SO RE-F0:.-(PI"ease Prin Clearly): Square Footage Circie All That Apply: .. Is job ready for inspection?: YE3 NO . Rough In F al _Do you..need a"Temp Certificate?: - ❑- Ybs,0 NO - Issued On--_ - Temp information: (AR-information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# New Service Fire Reconnect Flood Reconnect Seivrce Reconnect Unde round '" verhead. ❑. ❑ ❑ ❑ ❑ rgM _ ❑p. #.Unidetground Laterals- 1 MI. ___--H Frame _ Pole Work done on Service? Fly N' Additional Information: PAYMENT DUE WITH APPLICATION � n n PERMIT# T___ ' __ _ -_ Address: - Switches Outlets �; GFI's Surface Sconces 1� H H's UC L.ts :. ._.,.. _ .. . Fans i e "nw Fr dg Exhaust I Oven Smo{zesMini DW .Carbon. Combo.. - _ 0 okt'op Transfer' . _ :..:�..... .v., AC' .,-AH.-.* Hood, ,Service �1'etls .' Amps :Have_::. Special:: Comments: LAND N/F TEST HOLE ELISABETH & �p KEITH BEAVAN D U EL.28.0 BOT.ELEC.I GAS LINES EL.26.5 TOP WASTE LINE EL.25.0 DARK BROWN s _ g 2021 LOAM OL 1.0' E OCTl/ BROWN&PALE 1BUILDING DEPT 0, ,F TOWN OF SOUTTHOLD BROWN SILT (ML) 4.0' h STONE O 2a MON, PALE BROWN o FINE TO MEDIUM SAND SP ??p DECK o ?^rp 3 8.5'/W / • k'OpO�' LOT 8 .4Q / ?S p k q 17 p CO TEST HOLE PERFORMED 4/19/2021 BY SINGLE FAMILY RESIDENCEMCDONALD GEOSCIENCE CONNECTED TO PUBLIC WATER N O 44.1 '?—STORY NO GROUNDWATER ENCOUNTERED N / ,�_'� FRAME GARAGE 25.0 GE 4, O W (1 BEDROOM)R Q Ov �.' .% off^ ?0,j SIUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A 8'0 X 6 DEEP APPROVAL OF CONSTRUCTED WORKS FCAR 1,200 GALLON SEPTICLEACHING POOL ' A as.o A SINGLEI=AA�7!!..°��,?�SrD�g�O,E ANDTANK 8'0 X4'DEEP ca, P/O B 60.5 �.,/v• � � LOT 6 SINGLE FAMILY RESIDENCES C {y�p� •ryN o CONNECTED TO PUBLIC WATER ®8 a SCI p`2 9 2021 a,.S. Ref.j,;: 2 -.. 2 o ck A 60,0 "100 The Sey.u:. :::f l :gter supply rIls 10;silon have been h B 44.0 ('V A• �y?8 4 Inspected ai"dil,' "Jf,,^-d DY UfIS Depwtment or ct , Gfin;K$es SStd found t0 7.8 y CO A 48,0 ba SaO o o B 55.0 8'0 X 6'DEEP fi�' R -, „`• LEACHING POOL � ry r2 M tai J�.� EN, ?6 s �� - -RE ..- 12# '20.0. o./ P�osFo �e Office of Wasfe �SAf l ' t pl of RON F7 S, 4 q mo ,0WS.F. ; L- o� MAIN HOUSEV INV EL.26.0 d - �;! GARAGE INV EL.25.3 J) POLE (j� (_V� o ® SCDHS REFERENCE NUMBER: R-21-1398`' �9 TEST HOLE LOCATION p��' / • Al S.C.T.M.: DIST. 1000 SEC. 63 BLK. 5 LOT.3 F� 66- 2�,,,�� GAS SERVICE cf D OP ' O' %Z`'(r jOq i i WATER SERVICE a 2 Plans are prepared by Condon Engineering,P.C.it is a violation of the New York State Education Law,Article 145, s t G• r 9 Section 7209,for any person unless acting under the direction of a licensed Profess ons Engineer,ArchitesL or Land �v STONE ` — '� Surveyor,to alter any item In any way.If an item bearing the sea]of an Engineer,Architect,or Land Surveyor is altered, C. MON. ^ C the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed Aw� MOH �+� �� Gid .I s �,�� by his/her signature and the date of such alterations,and a specific description of the alteration. 44 38 4 `tr'� '�°°'-'sem STEPNOWSKY APARTMENT SINGLE FAMILY RESIDENCES ��j `3 ��J SCALE:AS SHOWN d®n Engineerings P.C. LOT7&PIO6-MAP OFHUNTTINGHURST CONNECTED TO PUBLIC WATER �:r 1� �� MAY 13,1914 X612 Drawn by 1755 Sigsbee Road JJC Mattituck,New York 11952 1500 TUCKERS LANE PW1 SITE PLAIN Date:911512021 (631)298-1986(631)298-2651 Fax SOUTHOLD,NY SCALE:1"=30' www.condonengineedng.com SANITARY AS-BUILT ` f SURVEY OF: PROPERTY LOCATED AT SOUTHOLD LOT 7 & P/0 6 AS SHOWN ON 1 MAP OF HUNTTINGHURST FILED: MAY 13. 1914: FILE No. 612 DEC®�2018 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ZONING BOARD OFAPPE" S.C.T.M. # 1000-63-5-3 SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. ' WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. LAND N/F ELISABETH d FINAL Mf" KEITH BEAVAN REVIEW"•'L ZBA SEE►" DV �))5) OFZ / 170 0, 4. ti hh /� STONE Sh0 O/Q�OD MON. O 6 Mry 0 11110 DECK LOT B lV 0 M�SAY SSW O 0 1168.� �O ryry o FRAME A+�O GARAGE v�irr N ry �Qty O •�O 4, 2LS' v� Nry O Oo n A F� 2R� N N 48 GJ CQ'h r ` h P/0 Z -V All, pop LOT 6 % /• 1104 4¢ O / N '� --- -- - _ POLEH_. Nry _ N 86 c 170.of pD' 00. hW MILD STONE�} p NON. OF WE y l��V \ P�'�'BAR y h•,p'� COO - Of WITWOX®ALTaWIM OR AM O N m T=MRW M A VIOLATION (7�A51� 4422A Jnta� of cO rmv r�m THE ISII YR C srATE muMM LAIL LAND$ OR or THE L MV NAP NOT 1gi 63 TI@ LME A V 10 T UE C Oti OE6"StE SIAL 91A11.NOT IO_COISIOEAO]m L A VALL TRUE CLP'(. OONUNIM ON GERM AT=D=A=10ffii Aui.RUN ONLY m ' 7ME PERSON POR WON THE SUM IS PWARM Ala ON N6 MALF m TIE TfRE CWPANK COVFRLIENfAI AGQLY.Va IDEQa OLSIIINLIOi LL M Moon Am.m TIE A69QffFb Q+iNE LDapa 067GU�pOI wmm7uMMRmNs°gon ON '""�°'"ME701®`�""L SURVEYED BY: FRANK BARYLSKI LAND SURVEYING RIVERHEAD. NY 11901 PHONE 631-727-1730 FAX 631-284-3697 FB 1382 NOVEMBER 16. 2016 + GENE CONTRACTOR N 0 T E S : AFS. 9AFbT N N.m ES1° N NS'IUOII 1 �, � ai t orae Nm ra m,B DNxaDr WDe sWN°D,D..� = Age GENERALNOTES. i.M abxa b b 6F/x«NW.r.mm a«Aa aiw,evN•B0a b a�a N Ix«0aV«. ]• "Of--�++""i' v >.lNt wDl eaaL wage ro ME amncMews W ra losx W sounaq amaze wIrtNY ATI mm a Nt elpnBn YA1vws Nwr M6 snag Q ME me aF INr N6x W M acme Ar6 ro�slams n A �P,P�D,DESION ASSOQA7tiS.Ne - NILaWQUt B6apN.t m.0 IBM M 010 DnI@Y xwC laIPPtN°N,lab aPlAtlmO ADIG NO aLU4TG.'!. 2 M M#utl waE tl61 b M armr6am.IN IM esPupl E«ipn.PmBminm b.m0 mmbsWn-btal aONm. ' UBIT aarPN«aL111aImAS MIO M&'Sr IAnC PA00r1eL4 C.IKaID Nvin A9P/. uea�a.w.m.D• e 3. S NBMO sIDLa�Oa b¢am0om aM IM Np"1M1 rate. .ALL Iepa1D.15 ro e SIDaD N M�6Y nmlla ' t6a6 w111SlIOIA Y.aaG ME wOWaiOP.wL IRL ALL aAII�091KXL CFAmY.C6 N01 M aWM010m W 4 Pn-evr.BaNvla Wan D.AIL N.W WIDL IWNNI!m 86 1®f 1Ni1RY SFILID n MBF a4ECME bNUFACMdnS OMDWx6 SUOI gb1A �n�C4101 DRwa9•wwx ML 12V Wm uaNG"D[0801616 fNH MC WDNiM19R W EIINBIGS.OIPN NL FEA FD P�BB4 M Imr.a9 M WiaPo�a. mn w a«a4Wd aw.wrd«a. YNOb48 aaE m BL R➢r AYRY iFOY Mql. �B']SV!'++� IA9 PQ NL aaID Aw«P0"!M 0•A•DDaO BODY W ME IONN W SwDliq NEtl mx'G M:pI0N9 bAwMiLLIM FW a. s pve.e!rat Deo-v Baca"rale« aw m men�e mm M v IWo-�.e nw�aacw«. - 4 I9t1�ffN�DT,M WOMM Q N MSF 1¢i RnaA wNf1R11O10N 6 NM PA9f W M xPbf S Fn«mb Ne«6.vre!,amden«b trvn Nab b"AW,svne.eON�ma• I.NL 6tt9dw.MBA 10 B£NM WF YBRIC 1106 ARf DPDa3 wM1111S W� _ ra DomFlarmi sx"t rmlaeua Nt seal nmcsou®snlr ME slsuAnms W wr a.wMsw¢x Nm osiml, s.Pb�m.nmNBa D.Au euiimvi Mrw n M mu•1FYrnBx asp m Dc sxur Wr QAA xnsvxo wLLs S Q Db.aaE.�b b oacvamiw.1N xq NMxme PMaa!I�wdNim fAP.0 rp�BboBalevp. �'b [pM1AIgOR Q/lL 1BLL5.m D.906 TI06 9 MO,W Wl W Ix.VWGe N M[SJI!•S vi N+/NYW0.x as.wtp ow pNa� ME mrtFADl6i SNNt ff ISL itll M Plal[alel W Ml wN011tlX!Mm xLpOl'IlS bald ME M OSm G M�.A.�2:n0.A�b w�N�uau.war he«.ran opuu alb V�aA d(m a aNaaeral Mea ME CRrIBAcnaN ewL aEEax w DeANt Aomwrt sxdma um aevxna rm xrt sawww a ao-pMem«w«L ob m e6 uco Duan coxsr9xnart axlDua^•'T M eoxrtunaF ME cavlABaw sx"t 1tAsg me imMmoam'em At«DINBoe M NMao owsm m - °:�.t'u¢u°'n xa ova e.;y In°rom°N' a m.ornma ME NDa11ax W ra Daat r.M m.xee a«mv'A wean.Dcba(A FSF.as„a)sin/:«b.m. � 3 mas<m�ax e"�'s ,.aw.o-!w s.s..w� '.�10swu our lm ox lawc aw Hort MB cwt Psvmc Atx mmrns 1Bwl�mA aneA minor s°�"F�"aa,l,ma B Pn xa a«e.v RECEIVED• /T d� a om�m.ran av nm m sc Qx m A ux«w MD oaoum m Mx mBaA1B BBramuerux wsa IN MIIBMi NSN swu W PoaanDn 9Y Foaaw IrpaxD N p10x IRInR tna LNY.NUw+ce roe INO 09rIa1 TAW I h.O!P9 LTJ JUN 2017 40.2"1 D.CNnW1GTIX1 m� iC ODHIgMpN M£A f�I wDPID pAIn010 MSA D!YFM4 W iF]POIiWY i S M omMrlmn W 1DIOwA9 ALL FA11L�FWNS.B,meetn«A1BI ADY D NW WiS h_Ba ♦0G DfadS,rap,M Drisl ro De aurDa W MD NIAm„e111 ME amnDa sin PeANNeWLY m Q® I EWED BY Z13A Nmwwa.sag s1aL.ss amoam Be Falsaa uwam M 11nP mIDR tna erBtt M"MOE Fm Mo Derµ e,Dna+aluae acewaAlaaRE Msouox ra DUNFAu W mr:mat oalaoe Nt AIIcdD 1SlMOS wswmaa zero anuun cur ons tveaeba vw�r wv"o-(x.7; a'M earaeV,Vaii a;...w Nt w'lwo�r�Fmuan 'aio aau�rz�M u%a�oau rttW M nrt raxurs a n6 n:Ismo°cPei 10.pNOB1e'MO'St a'ro"p0f ZONING BOARD OF APPEALS SEE ECI.S'I®N# v a oD DYaava apo p as Du Be ccQv®ro gout roFaxD xw n aw m su,uama ro B.o¢vr lint xanas. �F�t 1,1a¢Li ME PamNADuAiatamtnmrJroRQaaaWYSwTlOa Ba[tNRNRNmQn1ltltemeO ro mwA vfVasR AWYaPLFBfOAYhMD4iN.IEWOiDMRfF�IxaaR9F9'w1.¢oE%PN4X 9Dr L'awFm a tCNI.OD®. -NfNL�DEBSit1 �' pOP� DraWavltiaFwaraeuNOIIDmaolFra!ItxulFtteorMn¢m IoaNa.nentMM 6JMT 1 II -7p Lf A 0MYI +/5 PQ Aa®mrt¢neer 116 0R.a6a usEA avD�Ari0apt9 zea wtitalc'rDx N>D(sat Be alalraD m M Dame�.Mo sat r«R D"se roD.of maF su IS ME wirlBlrlaA n ai«®wINC ME NxN snt PFADS Ilo'w5LFd9AxfQ5 m ME Dwxmr]AniNFml FOF aamWE ME ILFn cwt N rAnr Arae ro 1prn aDa oa mimr Aancwa uc xawxss IOF Nor ascarmaurc n i6aeno m °w` m ra oma xcmaema ' aS0WF04 GgaMUCFON 1E1t>;.w]IRQI 6pQyy/p, M RiDfiDllihS MID IDN INT Y PI�VIIgMI M0 NaWlm B 6NfIIBt SISaY"GIPS IS n C0106Ia11 Ia111 M DOM Mp Ntl)ml SNML NxID M NGBIFLT NNWES!IDF CO514 AIn PFOAM Mail IP,011 M wlBMaa,NIL CreBIDI"e 116 wUMQ Nm NID!]QIR W ALL wUIY YN6 Yml llm Mp IOQro HR iIOPN,NYp M MSLppBZ W M NIIMCIOB,eilaCOxlAlCf6i mA®ux,W eOmaellL ME IIS[W IIQQ atANrp9/1.50 x616 Nt wrrtaclaC AW 1101a FFRff.411wMp wmpa aN lIW{naJFOr 6NALL Q NL ItILR faOR AXa AIAHB ME mr¢ 16 c,.o<gamma[mA N!.eeamNBcror,IremBveNaxi aw sAmpa Mu Iml.Drama Aissonres zea wut wz In Nma�m'roe M nox vmYs FQm6 m urar aur n6 saa N W len Iemm w�Imr�wA M win W rael ewtam a nru u anma Mm N M vin W M to NammNa rax Me ausmt OF earmler oowlmlrs. PRnPFi01: VQt M va•�Immrts W ram etB1Dl89 mtut ASm+c6r MQ M oONmnmr9 ameA sora 11eY s]t¢ ME,lovlPlelaF rat rNuaxAa ra wu1Na Mo wrQNxlr W axlnxecs,nIN mxa.A,p tine maN11p0 Bax anus¢n m AooaWl91 MtR Nxn Ix sae NwN woo sMcrl'PPuelt•Ps Nm u¢r Ilt wrrCCIPIfD raaAAnsxs W ' Msxncaxn lunms Ilm s c M«Samms w.�awowrt ro n6 dm�r'n umaew rw olvmue M amcrwaxlt vmr Aw xwvm Aa a aoBA wmaero rBswrola M¢csamN W sNa 1m A mrmncroF R.�Waa" � ental lmQp[sADv>L11w1 aml®fxlp EMO'Y MO FULL ACffW6IlOxD'!CF Aampn9 W[wI11R. P a3baA®.ra oawxpla HWC e@l 1RPN®PKsm w aaamlMlaN PPA^aea IN aAt11$N50,M mlpir Amar aalrtAaDla fi11011 Na1NwE NepflwA ADwll NDZ.MY•OII FpIODI 64nY W®Bm.S!aF N2 MD nmalUl AS MC Fn,pm m ors ACII1nY.v ME rant W a1aF PNwS oursps W ra oPnWLaer a urox a+zooclwx Fa.,a Q Axr m M Talar eQar W ME uv,m Nawar Nm xan ren.Dmmr As9uapS ite lamams Imu IM aMl INe m¢ulmMe xe mp6n slop soel 1100MItLY Ma xaar M aamou eoxMAaon.rine oaT.r assDwrm a om'r oatwom alsaxl6e Atmmne rtxs Bm ores W DxxuDL tin ME rAAIiY a aurase Bass m oxaa M B®Beala W m"exaL xawx savM:rox rax ao,alar4 Nm MzlyDNce W nee Fwvaam rnd NOT FOR a MaQmr xnmra art W M amFaszatal.sones vtaxsm unaA nes MxDxNman x N10.M 6NaL DA WU01ebTA1NN!M]lif NMDA M ISL.A9 YaWpB a1EpIDF9 9xmE IAO WLTR[RAMx N AOW�VQ NM]OIB mmaDui°Nl¢wom¢owe CUBE UNLESS N wwiro and ra rate aselaa ace,ewwxla ttt�j ' DMAm Mm mnwm rmor wma xD1ea FNe etpamao o ro eE Ns1Nlm m YFFT e"exam ALL PEaucallaro W M rats t11mNAnaaL ISmwBAe race IlPoarzD NM M arae Yrarau tea:mseuxlarr. CERTIFIED BY A ® HM NL taws MMT aN tDuw arnwim 1]W M etas BamNnicxu Nismffl191.woe uvoaaD eM M=0 PROFESSIONAL as M woe sIPP1WF T ffeft !Fat Me N1111NAL t MD VtM WW REOOOSIIaliis. ENGINEER War aP6'IA , • I aaa IWa b N=ALL R00Y!u W IDniID ax➢ISx 10 W TNc]iM ni[IAWpxV.AE90aML WX lOnAIFD Nix ME=0 ppy,,,4 Dora "°x w w�W'r�'ramlO�i.`®Y i mmal.m«Aww.At wSr0a1 w0x SWFLA W SrAh wW M c1L'RaaDY 6flae Nm pEuv iRanFOlimS.' aa(O Tem«D"AeYmA�nmp7 WO Wxa - � @ L�,r m TIRWCYN Mme 16a O W. 49K"A IB om"RY IlL Amet Hart lNM¢ la - ,,,,��� e»Ilw Na IeDM YAup m - ,maze we « Q�"N� Mo - two WDAAM wM 1m=a 10 Po wee c/PpmN.of awtm zl m M mis mmnAnwM. ,� ��aauPla� M.tR.}[A100 xe oLss,1 AVAA - ��M r�au0��am�W�wz uwx ger ne pia wmaa AxD eaalalenax ro uen m°e®Aa PmNRDIUIIs W M SIB nmuunaNu ISSDQ1ivL' ma Wm Yin®dvolW Ma®D W - 1 aArm wales lacam Nms as a mr mt,�al¢awt CDDE UPOAtm DiM M Sae utaFaai CGDE SW WQIMT. V B pp,mp - ra noIODD W m euDi"� W ` m m x1fODU W M nlF]PUI1aUl BINffir0 woe TN!iDIWMIC STat0Ma9 AI6 P°wT1ED 5"BJZCF m M IK AW la_NnY ND1N2 a �' 1lwluss'«W lar allml Bq' eMe WA W M M9. ONO M IM'WM xKxW Wax6 FN®6Dim OE90x 15 I1SD M WIQN00al WM MPR STNIMXOS ra OF9a NIAIl weIRY aM M WIEANAINNUL amONO w0E lawn a6,ar. t xa.��:muQ a1 wse.BA,sena w«.gaga.! _ _ Wamv:Qi,S':.laaOej1ts au t.anP,sow MAwn cmcmucila uuwrt crsall EXISTING CONDITIONS 'w1t dm«N YA n a,.Da ra xJBS nT M I Fdl aatn-Faam Sim FAMINc- .lew1pv' OF THE ACCESSORY Torr ora low q�w.°`Om bra.INIB eget a axle a M eza u Poe N n a Ai o�Q®n PAaaPinE e6ixaD FaF 04Z-M9 iN)FM4Y Dllfllnl6(6194-]107 ���� rNnnmw I•+� ��,B+o ,�>&,��,a,,,, STRUCTURE,LOCATED S 6f.lfANOMa9 al M Ot'Aml 010 eWa1R11DIi0x W Lao BINU011fa9(ICuoDJ ATTHESTEPNOWSKY 'a'"' �O"`d°" ""wIDiBa""f°w' A tmm M6 ro ac 1aArtn Q na rrea W M lata RESIDENCE ,aa.m n:.�aYo°a`�'"ffi""'"`lawwwa�1°"�'�r�e x.aen.v N"a Au rNr 1�oas A16 ro xas tFAo wnlm®lm mazes!/wmm ,ace a®B rla.vin m ores ,>'..ar � r , , �mi.aacwir�n - - 500 TUCKERS LANE 1a�1"®Mm mug laa� amtt a A�.x. Aimt"rm10'«,s ra aavm''�a w�m.1°u'co-w noK."rwawa "� OF NEk` _ _ SOUTHOLD.NY 11911 ptq laM<�.a BLN �s'a��BaDs cm`s«aDDaas MNAs •(E. Y SOTN®1000434-3 IIL IY6.xuma YMma 'moo lD-rAmlRna wlm vvxWoa��MY.6e«' aWnm.q""Z ,«AM�a"°m 10¢afW16� �gQ �,p�'Y.`.. . Mt m.«na mcoa Yaaaet Pn aMa aaml I QIa MxAo e.,'a"P'rcwMw.�aa+ .�rA+Im�NI M:,Dee" 00 c_ `9/•I GENERAL NOTES a �aona ammNDaBnFDaa6awx Dua. la>�waAeBu�a * a evao sav«a m n vers lo,m.ra PLUMBING RISER DIAGRAM AaQ WlvaMN¢ �m �aaBsslaA un lea Wu°1a`rr� �� YAlIB6A rPlwa wasp � •- "'°' saw Mc ea A.vsD®01SacalO■arowra • u61°t"®a.on�"Y'IUD"'�`°:r°N'°a`Am m°� i:rtn aP'F'fA:P.a"a.°'o3`s`.Prn �mx �'°®`�®oe�nDa t aamMI.D.N •.. 'Z � ®.D®m6�anaamxalmica • e�aM+a<t�i-s ae a N G� Imraacanom®®aornD - « �18Ga �? � e®mcauaw®aa ;Kua�a".�®e�rN PLUMBING RISER DIAGRAM(NTS) eN D em a la uA w ora ora a.yba ew"icer B+oB. .eaA.s. blwma: b°m eiY.D'am~an rt:awwr 0�erbv l9el®tASW=u A.TL a at the dubp dog rod a0oM Nx riot to INwd wUmt Aum".w m t1M9061fft� ill I®t>mce.ormwrus `M Abam«�as .°`53n..O1 9DQoT7apdmmh aa5una CxtyD# NasmwraMMw- GI Acceptance of these drawings does not indicate that the construction meets the a rent '""^'w•"a -^•*°�--" dHeft Qo1a af1oad txm AewAon a.-.w+...n r.B�.e +a�.�mw.m:..ar NNadth Eft Tam Bt90Ep66nm7s.�C FBNI ek FeluemDmaFexwetmeF6 bugdmg codes and standards of the stale of New York This drawing shows the existing �� vady d Dadsaa soca sal r06aD!pt6 m reel®asamstm cm(riitions to the best of my Knowledge 0 nem w°ease m®r�a1 Bra eon W e«am.a t�RPJ->aT. DhA�SalpOatb SIMPSON STRONG—TIE CONNECT:+... —SPECIFIED FOR CONSTRUCTION s � ZtSP4,21 0 o N '° ora ow t c Er« +t Y Y R Y Y Y M _"•v +mY.O o.s°m "DETAIL°K"� F°u 1 nunlrr° 9YP�aN $� vpedflba.ly� TA WA91FR 7Q^ 3& "° f6 ART 73 DETAIL^H° RECf1yED wrr a r• r v r vru�menmm JIMX420/7 ZDNINGgp .a .,� fOFgpP mnmm °vEs '� . oW m •`� IJIS16 StranO-Tb 61M p� T.f„ F°t� •� HD2A TAKE-W WAWM NOTFOR _ °� CONSTRUCTION DETAIL USE UNLESS DETAIL,I^ w- CERTIFIED BY A ; �5ZONAL n sasS'DY �' GINEER �t V EWED BY Z 'A SP4 SE ECISION# SP4 ►�,I� /' ` ^^ v NFSW NfSl6 w LSTA21 SIID'SaN 9•awacA I] (Q I lJ /�tIJ� •{. HD2A m LSTA21 Stroh Tle mem-2 EXISTING CONDITIONS '•' e OF THE-ACCESS " STRUCTURE,LOCATED }y ....n.� DETAIL^A' ATT RES RESIDENCE SKY ° DETAIL^D^ DETAIL'0^ DETAIL nJ" ® Stn son Strong-TIe - 590T OLD,N LANE trra LPTA RaB SYSTt71 DETAIL�2° SDUTHOLD,NY 11871 LFTA oAfnc°[a .Fuwdr xos A•m weuu AIL sins usnams Yave em a nm w Av txcwml to Na[A rsatanr SCTM M 1000.63-5-3 Ridge S{rnPP1n8 PAWL ro OR nsATR T1et1 TIF fnuus¢a AYPUM CNLlW1ED PaA FAM GCSE 8P rYx o:s onus.woo-+a.n..r.fd LSTA3a f•d oTn Ira.r.w--1t>s rn w..uem n. Fm suatumm s SIMPSON WINDLOAD 1'd osrP N.L e C fl4.tad a4L.e.carat JN n Au FroNrw h.rd.ere en..n°n these atort5, 1'd lm f°p.•C lnA-Aon we o•rve.t n °tfn f'd lU7p PD1 v fC C0..6tt euAW..ros R Waa iss-InmeateJ+�rSb�an'Sh-mG-Tla— xaFAaA°em.,/A No s,msat+mo+o ore op°rv+es tr°utt+.�-�.a CHARTSBCALCULATIONS Trw.m the rema.nenms of Fr.nb,a n.rs..re t. /STRONG TIE DETAILS the aper oagenvnty of tha vtrucmrsL anY froNnP LTP4 Y.W.;M wrev.re s+Aupm IU Nu h the ars°pone SRO CALCULATIONS A.BOwIa v,u.na Y.w..ns.w eeeiAt h the u+amnvrYe.ntr°etu• CALCULATIONS AGE LTP/ R:TFMTRL JTe .ssWlna resF..smmH Far the des�0,ono LTPq C.00...IL perfoman�.i the a++Yre vreten. DETAIL'C° Y.filOrl t.16TA7•IW eI nvna<efeFmsvfoarar.Pm+°a 9npson Strong-m° IW/tLawrmuLR./R=aavr. Acceptance of these drawings does not indcate that the construction meets the ianrsm+IoW;: °ma Fbar-tG-Floor conne�aor+e Mnlp�FMt.,TMU,q� _, current building codes and standards of the state of New York.This drawing shows `®®'q o' OR F the exlstin conditions to the best of m Knowledge. "°�9°®°s`"° IW/aJ PArcJL R./R^ve vr. '( 9 y WLT142DIMMIA13L 119:(?)7 dA POE POi8.6Yf. •(U.$ �p TaasmaRJaaaavmnEsxuSlnPsg RM W/DS 16aa5 M FL PMM FTe°r tG-Floor Al. (InmK ROW roON ro a * Acceptance of these drawings does not authorize the right to build without DEac�P oP..m w s1w rnoY ro YEr a Tx®A l�P nPE N 5 s TP cue 6 w ewumv u a aPvma PO L is WL OF m FM I=ZPM � the authorization of local governing agencies,such 9s Suf(dk County Dept. l Won VAATD srol T62ole UNVofW WLF tIPNlYEIIT. ST Rwa Y)or MHUMFUN90Q '• (Y as Av u-mnAm2 ro TIS vmwAnoNAl auwno war f�tvfmrNc srAaoutos AAe emeonm s+ez1T m me W of Health Services,Town Building Departments,DEC,FEMA,etc. 1 ATPNe ff TIE 1HIS oroE ANP TIE MIATnl51PAF°I.edlit6 FPIONPmm DESn1 6 U4°M GWJMo110Y Mal n NL TNPSE eMANPARD4,TIE MW 61WL WIRY rM 1N[OTFIDUirH/1 BIaIUIXo amF. 071-55 W O}FIC Me F ICG®N OMA - = Verify of conditions,codes,and requirements with such agencies prim is 2 1.Ai.AYAIW PRIJIm WNPIWIaW Wt&CWP) WX WIRIC 5 D EE PFEW.. rs � construction. aJus sraxPANo rw ran-wlam mm Pwwlo- F 1AM Poo.RM IA ala Mme frefxm rm v+r-ANo Tau F—'oralWPs Cass-a.1o) W M01",or DE WE ToROFESSIONp� �l rF 1�7 a Fec srumAFCs ox nE PmPN ANo calsPurooca a too 6°sRaa1F5(ICGoO) M"Taff owls m oem.®atmos. 30 4' E0lDD&StDN ASSOCIATES ae urzi ae� I�KNm TN 5'4°Ceiling Height X 5'4°Ceiling Height an rannd ail a ° AORoowl onus gE ST IR5 p N Hi ndi of _ _ Cen _eig7'6°CigHeihHandrail .......... W BATH 9 z KITCHEN _ J a � L2 Q NOT FOR ® ® DECK CONSTRUCTION USE U WING BEDROOM �f� k J UNLESS ROOM ° CERTIFIED —76 BY T6°Ceilin Nei ht 7'6°Celin Hei ht___ _____ RECEWED ENGINEER JUN 14 2017 ZONING BOARD OF AppE" EXISTING CONDITIONS OF THE ACCESSORY UCTURE,LOCATED T THE STEPNOWSKY 54"Ceiling Height - 54"Ceiling Height Handrag M P RESIDENCE 600 TUCKERS LANE C%135 a%135 SODTHOLD,NY"T l REVi WED BY ZB SCTN1D,0a0.03.as 30' 14' ELISION# �R�(�pFNElliYOy.; DATED�/ �5 I PLANS AS NOTED TOTAL HABITABLE AREA OF SECMO FLOOR ���ueixm�aemwaaui e S N TO BE]TS 50�r yy ��� • � � �uuiam®vuxu®o-uv.0 /" iC � �. ®1�19�i0®1mfN0�®lOf0�4ia¢,10 �' ~ e ••• ry (�C86ffi SC1 WL®/9L•3L IIG i:1@YD@bCtlsmI16--. (© TIla66 e.BS Me akL10e 1310aL� EXISTING SECOND MS WTOfSfBMWOT684 08, FLOOR CONDITIONS PLANssoF'P �r Ma9RON0MTGEflRnH191GH xuexm /��/�7 nxss�mieaTmocom raearxemewwmmirsr®®u�eavuMOM Acceptance of these drawings does not authorize the right to build WithoutA101 nmma�u 6l�IWIStlIG uo➢F Y6LB166f/FFIDASOIOT 1.vkre0a nmc �p�q maizmi,,,�L(we,aacaa noanTov�mis®�� Acceptance of these drawings does not indicate that the construction meets the the authorization of local governing agencies,suds as SuffoDc County Deft. ,�.�,., . current building codes and standards of the state of New York This drawing shows of Health Services,Town Building Departments,DEC,FEMA,etc. ' ammo.wry row m duwauswumw gym¢ the exsting conditions to the best of my Knowledge. Verily al conditions,codes,and requirements with such agencies prior to awraam m oa ocmrmr ��®�6N� u�ewmavice�u,r.�iamalaUhKnwos construction. + BUILDING ' DffiGN ASSDQAM uc FW,rf ,T�Imm 77 Y� Io09tWMlm r✓sa 000pUNe W� tIN lo lo w nv r ; EXISTING .l' �vl'�-( aar,aa �I.a mw•a d a�. a m..ucww�w..wnma Mr EXISTING� BUILDING RECEIVED EXISTING� BUILDING , FOOTING PLAN JUN 120f7 FLOOR FRAMING PLAN DECK SECTION ZONING BOARD OF AppEALS - A � • I NOT FOR CONSTRUCTION USE .� adn r„,. xau UNLESS ramY CERTIFIED B ENGINEER EXISTING HOUSE EXISTING HOUSE If EXISTING CONDITIONS r: OF THE ACCESSORY DECK LAYOUT AND I DECKIfMA&NMW STRUCTURE,LOCATED AT THE STEPNOWSKY DECK SECTION (TYP.) rpt POST LOCATION PLAN RAILIN REMWED BY ZBA RESIDENCE A101 SEE DECISION#-7QX-1 soun°o.KERsyL`s,E+ OF PSE D� r1D1-7 SCTMIVIODD-634 mase p�:Q•�F' q.-�y'Q� O '`'vr,p,.";M-f• PLANS AS NOTED 4 t -3.� ®�rmrtma�amlu� mcm�ww nnevasamotvmawcW°aom '�w aQ°0esn�a�rmn m<nnxn oil awlm°mrx '• mmar and •G a�iuc°w"v�'vxsulmtWry m�m�u"'s'I®mu�m�° ° _ au®zmanut Im'�Omam°�®ma o���'w nr.rr.ra � ccaaroamvux¢ac�rev>� �m®o me W®a° 4l��, IIM61®fW®nfW X�l0., Ism,®®e®n Acceptance of these drawings does not indicate that the construction meats the '081863, current budding codes and standards of the stale of New York.This drawing shows "'rESSIO „tea„ the eriatmg conditions to the best of my Knowledge. Acceptance of these drawings does not authorize the right to eieuw build without the authorization of local governing agencies, ILIIW:W eff 7d&S rPc(anasW H0.5WI0W�rwmmwtw�9aIRRMaN6� amrbbb xmW¢®a anlmsmtuos�arwstevsaa�nml(carUunnwc �.ur. I such as Suffolk County Dept of Health SerdC¢s,Town A102 Building'"�"� aamcarrwcnfra0mxron°rauonuc�sn�oa� Cdr. �m " STAIR DETAILS P r De artments DEC FEMA eta Verify an conditions, adv alswsW¢ma laamm°Imm®xeR swnms .r:,ie°e �:ra`.`d e�urm�rm� �Kr�unm�wuwale r,,. a.a. ,� codes,and requirements with such agendes prior to o'smwm�am�® cewsao�¢w®uvrtmzWal¢aamtatoma consbuclion. o®� = FLU, N, AAL L PLUMB NO WASTE "l-WATER LINES NEED. APPROVED T'-JING;8EFbRE COVER] AS NOTED DATE: B.P. L.2- ':.*13 ,-_ FEE: . (I BY: NOTIF. BUILDING � :J'ARTMENT AT 765-1802 1 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: iNSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION. TRUSS PLACARDING REQUIRED 4. FINAL - CONSTRUCTION MUST BE COMPLETE C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. All exterior lighting installed, replaced or COMPLY WITH ALL CODES OF repaired shall conform NEW YORK STATE & TOWN CODES to Chapter 172 AS REQUIRED AND CONDITIONS OF of the Town Code SOUTHOLD TOWN ZBA S6ffe,tr0WMU0NMARD Must provide Manuals D, J and S as per NYS Energy Code 'jG(;UPANGY OR USE IS, UNLAWFUL I '11VITHOUT CERTIFICI .� OCCUPANCY Blower door and ductwork testing required. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF-OCCUPANC')- SOLDER'USED IN WATER SUPPLY SYSTEM CANNO T Additional EXCEED 2110 OF 1% LEAD. CertifiCation May Be Required. NERAL NOTES: o SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION T EGeneral Notes: i 7; '�'�'i;, CC) NTR AnCTOR N ID 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ''' �. `.Liu Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - 'Larch All studs to be SPF 1. 2 or better, and all other structural wood to be Douglas Fir 2 or better. GENERAL NOTE E►: # g / # _ 2. FIRE SAFETY: - -- 4 2. All structural wood shall be in accordance with the national design specifications fcr wood construction - latest edition. 11li�DESIGN ASSOCIATES1 Lt,C 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 INA . 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. `t' residential 8, commercial design . 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 a. 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.Box 1675 phone: (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 manufacturer. 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. oufhald,New York 11971 E-Mail: ssbn654@optonline.nei 3 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®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. �y / �i�fir/ii 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: 5 corporation or equal. 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 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 better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE 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 8• a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN = 1 ,900,000 PSI ACCUMULATION. E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 9• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND 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, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . 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. 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 SAFETY 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 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 WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WIL'_ COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY 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, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. 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: 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, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION �(!� ®OT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph) C SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS 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 TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A DESIGN CRITERIA (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 PROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ( ) ( m ) ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - 'TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %s INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438m s) 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 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION( UNINHABITABLE ATTICS WITHOUT STORAGEb, 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENT'_Y INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAV' � 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 -,-+CH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVE6 J ITH 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 FASTENING SCHEDULE FOR WOOD NAILING NOTES: �n TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 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 D EC F �J RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) OCT - 8 2021 DD- V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 8301 DESIGN CRITERIA BUILDING DEPT. < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, TOWN OF SOUTHOLD HEIGHT .AND FIRE AREA GUARD IN-FILL COMPONENTS 50 In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MLETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 0 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROWLCT: ROOMS OTHER THAN SLEEPING ROOMS 4 HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 EXISTING THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30R301.1.1 ALTERNATE PROVISIONS CONDITIONS THE HIGHEST ROOF SURFACE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =14'-5" AS PER CHAPTER 5 OF THE 3 STORY Y4 INCH DIAMETER LAGSCREW-BASED ANCHOR WITH 2 16 16 16 2020 RESIDENTIAL CODE OF NEW YORK AS PER TABLE 506.2 STAIRS 40cINCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH p STATE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. OF THE ACCESSORY 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) 5 STRUCTURE, LOCATED FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,,, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 17'-3" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) AT THE STEPNOWS" a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) RESIDENCE 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 LUMBER 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 2Y2 inches from the edge of concrete block or concrete. 500 TUCKERS LANE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, 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. SOUTHOLD, NY 11971 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. ALL EXT. DECK FRAMING MATERIAL CCA INC PIN= #2 AND BETTER C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY 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 CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2;)20 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. OF NEW YORK STATE. GENERAL NOTES SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY EX, CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND. A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STAT(: (2020 ECCCNYS), BASED NEW CRAWL SPACE NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CO!':SERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. EX. FIRST FLOOR NA (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 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 SKYL1GHTb GLAZED CELM WOOD MASS FLOOR BASEMENTc sue d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR 725 SQ FT MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE LJ+ACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL • R-VALUE WALL RNALUE SPACEc FIELID CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 3WCb,e R.VALUE R-VAWE1 RNALUE °DEPTH FINAL.UE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 4IXCEPT 0.32 0.55 0.40 49 20 OR13+5t' 8/13 19 10/13 10,21t 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHI.:DULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC (HOUSE)(c) 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 insulation is installed in a cavity which is less SEPT 08, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED-WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ATTIC (GARAGE)(a) NA ��J `" 999-2016 BONUS ROOM NA2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `�"� DRAWN BY: C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. BDK SUNRDDM NA PLANS MAY NOT BE REPRODUCED WITHOUT p. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD , CHECKED BY: "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the a Gp? NEW DECK 296 SQ FT MEMBER DEPTH. / WRITTEN AUTHORIZATION. ,' interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '� COVERED PORCHES NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous4 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE "� f' St E-El NUMBER: COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. d4 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESSPOOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEd. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation 17J, - 9 q PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN ACCESSORY STRUCTURE NA R-value for slobs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to � � h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab vC� G1 PROOF OF PURCHASE. SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE '�� !« CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 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 local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g ency P (b) WITH STORAGE In. 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. ' plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. © KMDFSIGN•ASSOMTH,IIC insulation is on the interior of the mass wall. 41711/. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTIONR—I , /;�;USE A MINIMUM DF , . hTIDE OF TILSTH[SMTS20 LTS20 - > V ".- SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON /?/ / / ////// �/ / ALLOWABLE LOADS t•z LOAD // /�1�/r�}� } / m SIDE OF CEILING JOIST j='iri LLVL� I FASTENERS LATERAL WITH MODEL GA UPLIFT UPLIFT (133/160) 8dx1J" CODE TOTAL FOUR , ° AND ON SIDE OF RAFTER N0. TO TO TO AVG REF. 8d NAILS o % Lf11 NAILS INTO TRUSS ° i � RAFTERS/ ULT. _ o - - _� -j• TRUSS PLATES STUDS (133) (160) F F2 (133& SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION -c TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES' LLC T PROPER INSTALLATION PROCEDURES % residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 e FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) AR ° ° P0,Box 1675 phone: (631 433 9084 DIMENSIONS TWO ° • (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG 2 INTO E-Mail: ssbn654@o fonline.net N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °o° '� ° SOUfhOd,NeW YOfk 11971 WIDTHSPAN L QTY DIA 1}„ 2" 24" 3" 3I" 2" 2;" 3" 3}„ EIGHT-' •° ' IN NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO %%/,/�%... %�r/I% ©` :/%J/'//,,l////'7;7' LFTA 16 2J" 17" 381j'16-10d — 4200 1205 1400 S, 44, 85 STUD /� °o OWNLRSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o0 FASTENERS2 ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 1 O x 1�" CODE These drawings and specifications including the° NO. ULT. REF. LFTA ideas, design and arrangements represented 10d 10d x 14" (133 / 160) (133) (160) L S T A 21 ° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14--1Od x 14" 3116 100D 840 1000 3, 41, 128 o ° e Simpson Strong-Tie copied, disclosed to others or used in connection HGA10 °° ° with any work or project other than for which ° 11 11 they have been prepared without written consent. MTS20 20 14-10d 14--10d x 11" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° DETAIL K LST20 20 12-10d 12--10d x 1�" 2383 775 720 720 3, 41 cNw- ° STU 5"- COUPLER NUT DETAIL "E" ° / 8 DOUG-FIR-LARCH Equal numIcer of lo ,/ SIMPSON TYPE OF DIRECTION OW PINE CODE s ecified nails In MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. NO. TION FLOOR ROOF (03/ p each end Simpson Strong-Tie TAKE—UP WASHER G 515 645 670 CS16 I ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ•x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2.3 AT HIGHEST AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY 4 BOLTS ALLOWABLE o HB SB W H B SO CL DIA'-e DESIGN LOAD DESIGN o0 GA GA QTY DIA i" i„ WHEN RAISED OFF o 1�" 2" 2}" 3" 3g Sq LOAD THE SILL PLATE 0 0 HD2A 16 12 4{" 2}" 2J" 8" 24" A" 1176 �' 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG OF SP CODE W L `STUD PLATE ULT. / 1 (133)2 (16 0)2 REF. SP4 3A" 71" -10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS FLOOR (133) (160) REF. coo 00WORK NOTES: LSTA21 20 11" 21 1 -1 Od 905 1 1205 1 1295 7, 40, 90 "D MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. CA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5 - MSTA24 18 1"' 24 18-10d 1025 1370 1640 7, 40, 90 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE T L U S 4 6 SIMPSON L SPACING REF. HD2A N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 0C. TAKE—UP WASHER NOT FOR OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE MOD 150' 14" 16 CLEAR SPAN +31" " 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON. DOUG-FIR AR H 0 PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE 11 11 BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 4J" 2 _ 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL I III CNW CERTIFIED BY A HUS210-2 14 3b 91 2 8-16d 8-16d 6076 1755 2105 —116-,n — 1900 ART 'x12 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG-FIR LARCH/SO/SO INF ALLOWASIA STU DEL FASTENERS AVG UPLIFT LATERAL CODE MO (133/160) REF. SIMPSON ENGINEER NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (1 60) F FZ TAKE—UP WASHER 4 160 HGA10KT 14 4-SDSJ"x1 Z' 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 9d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR o /• ® SE A MINIMUM OF PROJECT: INTOATRUSS SID OF NAILSILS �TWO 9d RUSTHIS MTS16 • STU J'- LSTA21 ANCHOR BOLTS EXISTING MTS16 SIMPSON SIMPSON TOTAL OUR /. ® HD2A TAKE-UP WASHER °; Strong-Tie LSTA21 CONDITIONS INTO TRUSS HUS 2 1 0 2 OF THE ACCESSORY ® 8 AILSFI STRUCTURE, LOCATED TWO AT THE STEPNOWSKY PLATES ^®° 0 EIGHT o TWO 8d NAIL RESIDENCEBd NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES oma H7 IN"AIL ® DETAIL "D" DETAIL "G" DETAIL "J" 500 TUCKERS LANE STUD Simpson Strong-Tie H7 LFTA Simpson Strong-Tie ROD SYSTEM DETAIL "L" SOUTHOLD, NY 11971 LFTA LFTA Ridge Strapping DRAWING TITLE: LSTA30 NOTE: BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE CHARTS WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS CHARTS & CALCULATIONS STRONG-TIE DETAILS / ROOF DRAINAGE 3•' THROUGH ROOF 3•' THROUGH ROOF 2n CALCULATIONS AND I'• 3.. FLOOR 2 ROOF LTP4 3„ PLUMBING RISER DIAGRAM I L T P 4 lora lr BA R M 2. LAUNDRY i 2" 1"2• Z ROOM LTP4 2nd FLOOR 2" 'NOTES: 2nd FLOOR DETAIL "C" C.0, 2" 2 C.o. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE S i m p s on Strong-Tie 3 3•' � FEODECONDD PROSECUTED DIMENSIONS AND THE LAW. RESPONSIBLEOORFORFIELD FTTHE SHALLTO VERIFY LTP4 DETAIL 11 Bn Floor-t o-E l o o r Connections Ridge Strapping 4•• F.A. VENT 6•• DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 C. a o ROVE GRADE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie 3 1 st FLOOR FORMALLY ACKNDWLEDGED AS REVISION TO THESE PLANS. '• 3•' 4" 4„ G TO SC WA APPROVED Floor-to-Floor Connections SEWERAGE SYSTEM HOUSE TRAP SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITYSEPT 08, 2021 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) PROJECT N0: 999-2016 T TUTIONS �` �`.�`': - NO SUBS I � . ;�e,� D RAW N BY: BDK All framing hardware shown on these plans, i + jam + _ , CHECKED BY: in unless otherwise dicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE F , ° No substitutions are approved or authorized, 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 tet. SHL_ E-f✓ NUMBER: 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 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ,•.., �� null and void, and will result it the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS `� .,fE$ �a�� g P Y g sumingreo the entire system, 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 performanceY USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 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) (D KEMDESIGN•ASSOCIAM ❑c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /­ FR Ll "Kmw R ( MT A'F KEHL DESIGN ASSOCIATES, uc �Q residential & commercial design * consulting -26 -26 PCI.Box 1615P hone; (631)433-9084 Southold,New York 11971 E-Mail: sslan6Woptonline.nef Kehl Design Associates,LLC o formerly D A K Associates,LLC Line of Deck Above Handrail '-,/:T///,,/7//77-- OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented o therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection W 1= with any work or project other than for which they have been prepared without written consent. DECK ABOVE DECK Cl) CD REVISIONS: L S 8'-0" x8'-0" OH Door CX135 PSW6 06B EXISTING HEADER HW HTR 0 0 1 (cc BATH oo ALL CEILINGS AND WALLS TO BE COVERED WITH 8" TYPE "X" SHEETROCKK BEDROOM AS PER NYS CODE T WORK NOTES: GARAGE C—) 2222680 —C x NOT FOR CONSTRUCTION e Cul EXISTING GIRDER TO BE COVERED WITH TYPE "X" SHEETROCK AS PER NYS CODE UNLESS ALL CEILINGS AND WALLS CERMF IED TO BE COVERED WITH TYPE "X" SHEETROCK AS PER NYS CODE BY LIVING ENGINEER KITC11EN ROOM 1 F=l PANTRY PROJECT: EXISTING HEADER Lf-) 16'-0" x8'-0" OH Door EXISTING 3032 3032 CONDITIONS —26 OF THE ACCESSORY STRUCTURE, LOCATED AT THE STEPNOWSKY TOTAL HABITABLE AREA OF SECOND FLOOR RESIDENCE TO BE 725 SO/FT 500 TUCKERS LANE SOUTHOLD, NY 11971 -EXISTING FIRST. EXISTING S ECO N D®� R CON ® �TIONS PLAN DRAWING TITLE: FLOOR CONDITIONS PLANPLANS AS NOTED SCALE: 1'-0" SCALE: 1'_0" NOTES: 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 ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE CKEN LAN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: SEPT 08, 2021 PROJECT NO: 999-2016 DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PE_R THE 2020 RESIDENTIAL CODES OF NEW YORK STATE COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIO R 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 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT' 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 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 DESIGNS ARE THE SOLE PROPERTY OF 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 T A 1 01 '�� 0�8 4 < PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` R301.1.1 ALTERNATE PROVISIONS S1 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 ISDOB NUMBER: OF Acceptance of these drawings does not authorize the right to buil USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. d without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building E 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AlSl—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such (D KEFIL-DESIGN-ASSOMTES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ,.g,10 ,.: 20 41 " '-3" -3" - 4 ESIGN ASSOCIATES 20, KEHL D BUILDING � �c '�� '�`�� '�� ___ _ ' —————————— ——————————— 2 residential d.commercial design . consult g �Trez or Equal Handral I O O O I II ACQ Decking N I I II = 2 x1 AZ T2 x1 A (5r irder _ er (2)2x1 ACQ Girder (2)2x1 ACQ Girder P0.Box 1675 phone: (631)433-9W I I II I Southold,New York 11971 E-Mal: ssbn654@optonine.net 2x8 ACQ I I II I Solid Blocking I I I B II Q o� Simpson MTSl6 I I A101 II I B Kehl Design associates.LLC®formerty D A K Associates,LLC 2x8 AC ( I Y"z 12" Galy. Carriage Bolts 211' Galy. Carriage Bolts a` ( II I "OWNERSHIP & USE OF DOCUMENTS: 4 I 11 2x8 ACQ Soid Blocking (2)2210 ACQ Girder (2)2x10 ACQ Girder I I II I These drawings and specifications including the (2)2x10 ACQ Girder (2)2x10 ACQ Girder I I N II I v ideas, design and arrangements represented B I I B II I 14 101 A10 therein, are the property of KEHL DESIGN EXISTING 2x8 ACQ Solid Blocking I ASSOCIATES, LLC. No part thereof shall be ' I I II 44" 4'-44" i 2x8 ACQ Solid Blocking II copied, disclosed to others or used in connection with any work or project other than for which 52, 52, -----� I F2x1Q �CQS,ir�r 2x8 ACQSoIidBlocking I they have been prepared without written consent. 6x6 ACQ Posts 6x6 ACQ Posts (� O �� I - - I Simpson Anchor I .' I II 2210 ACQ Girder I REVISIONS: CBSQ44-SDS2 �� �N2x 2x8 ACQ Solid Blocking I iu I II - - -ACQ Girder - _ _ 2 2x10 ACQ Girder - 1' 12' 2x1_0 ACQ Girder F 12" Sona Tube 12" Sona Tube 1�cu I O N O I — I 2x10 ACQ Girder T 2'x2'x1' T EXISTING BUILDING EXISTING BUILDING Conc. Ftg. 2" Min. 3'-0" 2° Below Final cu GradeCu #4 Stirrup A A �. 10 A10 (5)#4 Rebar E.W. FOOTING PLAN- FLOOR FRAMING PLAN- DECK SECTION A WORK NOTES: A101 0' — �3'-9" c 0' NOT FO COST UCTIO'NI —20' U S E B �C0 B B � B -91" A101 o A101 101 2 Y" Galy. Bolt Y" Galy. Bolt Y" Galy. Bolt r, 0 10 LESS p M. 0 0 Galy. Bolt —` CERTIFIE BY D av S° Y2" Gale Bolt 6x6 ACQ Brace �I ENGIN EER 4" 52" 8'-92" 52> -92r 52" 6x6 ACQ Posts 6x6 ACQ Posts 6x6 ACQ Posts EXISTING A HOUSE EXISTING A HOUSE A101 A10 PROJECT: EXISTING CONDITIONS DECK LAYOUT AND- DECKING PLAN AND- OF THE ACCESSORY , POST LOCATION PLAN RAILING PLAN STRUCTURELOCATED DE=CK SECTION (TYP . g AT THE STEPNOWSKY A101 RESIDENCE 500 TUCKERS LANE SOUTHOLD, NY 11971 2212 ACQ Tread DRAWING TITLE: 2x6 ACQ Riser /Tread Support PLANS AS NOTED 2x12 ACQ Dinosaur Stringer NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2x12 ACQ Tread DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2x12 ACQ Stringer PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL o FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x6 ACQ Riser /Tread Support DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2x12 ACQ Dinosaur Stringer 2x12 ACQ Stringer SEAL: DATE: SEPT 08, 2021 PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 999-2016 ". DRAWN BY: Simpson Anchor ; 1 i L CBSQ44-SDS2 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 12" Sona Tube BDK INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED may ' BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE Bottom of Tube to be "a, % �' CHECKED BY: Minimum of 3'-0" Below SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF Final GradeSrt'4 'n, ,a LOADS FROM THEIR POINT OF' ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATION t SHEET NUMBER: CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT t 12" Sona Tube �4.. Bottom of Tube to be WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF _ '�"°°�` �` Al O2 R301.1.1 ALTERNATE PROVISIONS Minimum of 3'-0"Below KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM E b AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE t; �^\ 0 � LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE 7'_E," Final Grade PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. = ,-;;s STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 12" Sona Tube 12" Sono Tube STAIR DETAILS ' U Bottom of Tube to be Bottom of Tube to be 'n^,�CS �9�0� • DOB NUMBER: OF g 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Minimum of S-0" Below Minimum of S-0" Below Acceptance Final Grade Final Grade of these drawings does not authorize the ri ht to build without the authorization 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) #4 Stirrup of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © IEIII,.DESIGN°ASSOCIATES,uc agencies prior to construction. GENERAL NOTES: / �," ,/ . SAFETY NOTES: RESIDENTIAL RENOVATION %< & CONSTRUCTION " f � General Notes , - %a 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF , , -. 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 Douglas Fir/Larch #2 or better. GENERAL NOTES: 2, FIRE SAFETY: VV�� �(� T��r 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 111.��DESIGN ASSOCIATES � 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 INA 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 . consulting PRACTICES, 2 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 a. 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,Box 1675 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 manufacturer. p 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. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. Kehl DesignAssociofes,LLC®formelyDAKAssociates,LLC 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: 5• corporation or equal. 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 RESPONSI3LE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6• a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, the have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI y p p PLUMBING, ELECTRICALS, ETC, Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE 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 8• a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv = 285 PSI 4. NOISE AFTER HOURS: 9• Fb = 2600 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . 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. 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 SAFETY 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 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 WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL 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 BY 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, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. 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: 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, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 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. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS 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 CERTIFIED BY A TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET DESIGN CRITERIA p�' (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 PROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ( ) ( ) - ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH 11mm 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 2020 RESIDENTIAL CODE OF NEW YORK STATE ( ) USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT 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 HA\:. 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. « RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED bTH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. NAILING NOTES: r r TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD I I IL i( STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE 8602.3(1) OF THE 2020 Jb I RESIDENTIAL CODE OF NEW YORK STATE. � in TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA ,' FEB 2 8 2022 V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL E_ ' < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, f.� �i ' n,<,;. , fi HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT. BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF MTED R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE UNLI3ISTORYREA SLEEPING ROOMS 30 Ya INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE NEW STAIR DORMER = NA AS PER CHAPTER 5 OF THE BASED ANCHOR WITH 2 16 16 16 AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 202-6=IDENTIAL CODE OF NEW YORK STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. AT THE ACCESSORY STATE 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) STRUCTURE, LOCATED FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. AT THE STEPNOWSi� i 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 TOTAL HEIGHT FROM RIDGE TO GRADE NA ( ) 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 structural panel. RESIDENCE APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. 500 TUCKERS LANE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. SOUTHOLD, NY 11971 OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED y "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 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 ENERGY 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 CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY EX. CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" FILLERS SHALL BE DESIGNED To WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW CRAWL SPACE NA 50 POUNDS ON AN AREA EQUAL To 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 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 SKYUWTb GUED CEILING WOOD MASS FLOOR BASEMENTc SUB d CRAWLc PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE LFACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , RNALUE WALL R-VALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE SWC b,e R-VALUE R-YALIE1 R-VALUE &D�" R-VAWE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE NEW BALCONY NA 4 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2e 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)(c) 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 insulation is installed in a cavity which is less FEBRUARY 20, 2022 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-volue specified in the table. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, i b. The fenestration U-factor column excludes skylights. The SHGC columna lies to all lazed fenestration. 1118-2022 eoNus ROOM NA PF g ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED k ,.� - 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN i > ;` C. 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the Ot � DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL To 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. `.c p' °� interior of the basement wall. 3+' C ' . BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT ` 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the t%2�a EbGi CHECKED BY: NEW DECK NA MEMBER DEPTH. / WRITTEN AUTHORIZATION. . interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ' COVERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF / THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of 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 insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, •.--eke LLC. I-, g SHEET NUMBER: ° . POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE t`� d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation �t 'o •` �,1' ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN + ` h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 684 t6r SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. G1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved � Og E,C11I�t��'� 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 local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-volue of R-19. `� g g Y P (b) WITH STORAGE In. 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. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. © KEHbDESIGN•ASSOCZATES,TIC insulation is on the interior of the mass wall. „ - S►MPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USEAMINIMUMOF �,� ��' '' / ✓ %/ USE 8d NAILS THIS i ' l / ///, .:Gv�d / DOUG-FIR MTS20 LTS20 _ r, ” 2 SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ¢a FASTENERS ALLOWABLE LOADS LOAD LATERAL WITH TOTAL FOUR /. ° / - - MODEL GA UPLIFT UPLIFT 133/160) Sdx12" CODE SIDE OF CEILING JOIST i/.Mal mJ� 8d NAILS o° AND ON SIDE OF RAFTER N0. TO AVG ( REF. INTO TRUSS - RAFTERS/ ULT. o PLATES STUDS (133) (160) F FZ (133& - STU - 1 L % TO TO NAILS ►�l TRUSS - -- 4! i.. NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND UTL DESIGN ASSOCIATES� PROPER INSTALLATION PROCEDURES LLC T residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ•x12 ° PO,Boz 1675 phone: (631)433 9084 (TOTAL) LEVGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG z INTO ' Southold,New York 11911 E-Mail: ssbn654@opfonline,nef NO. �AX . LEAR ULT. LFTA LFTA REF. PLATES °p° °• '• ° IDTHSPAN L QTY DIA 14• 2" 2�" 3" 31" 11" 2" 21" 3" 34„ e EIGHT-, 8d NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 " 17" 381"16-10d — 4200 1205 1400 5, 44, 85 INTO STUD '/'///�?�" OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE °° These drawings and specifications including the FASTENERS 2 ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 1�" CODE o NO. ULT. REF. LFTA ° 1Od 10d x 14" (1,13 / 160) (133) (160) LSTA21 °° therein, are the ideas, design and arrangementsproperty ro erert of fK represented KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 °° ART�'x12 DETAIL 11K11 they have been prepared without written consent. 0° °o LST20 20 12-10d 12-10d x 11" 2,383 775 720 720 3, 41 CNW- ° STU 5'_ COUPLER NUT DETAIL "E" 8 DOUG-FIR-LARCH/ Equal number of °° �SIMPSON TYPE OF DIRECTION ALLOWABLE PINE ELOADS RODE specified nails In TAKE—UP WASHER MODEL NEC- OF LOAD OTIONFLOOR ROOF (133/ (,00) ROOF Iso each end Simpson Strong-Tie 1-11 G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTR•02 STUDDEFLECTION DEFLECTION CODE MODEL MACHINEAVG LENGTH OF BOLT 2,3 AT HIGHEST ULT. AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o GA GA HB SB W H B SO CL DIA5•e DESIGN LOAD DESIGN o0 QTY DIA 1 " 2" 2j" 3" 3}" 5}" LOAD THE SILL RAISED DATRFF o 0 \T 0 HD2A 16 12 4 Z}" 2J" 8" 2t," " 1t�„ 2 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG W L 'STUD PLATE ULT. (133)2 DF / SP (160) RODE N0. SP4 3A" 71" -10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° 100 ;WORK NOTES: N0. GA REF' yy L NAILS FLOOR (133) (160) °° � LSTA21 1 20 16-10d 305 1 1205 1 1295 7, 40, 90 ° o MODEL DIMENSIONS FASTENERS (TOTAL) A-LOWABLE TENSION LOADS CODE ° NO. GA W L NAILS IOOOOR (133) (160) REF. Simpson Strong-Tie STU 8 - MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END DA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A TAKE-UP WASHER �� (LENGTH (100) (133 / 16 0) OC. CONSTRUCTI01`4i OF ROLL L IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERSR AR H IN A WA LA NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DN. DOUG- ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B HEADERS I JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT- (133) (160) 10d I 16d 10d I 16d 10d I 15d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4 " 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 — 1250 7, 40, 127 DETAIL 1 I't CNW- CERTIFIED BY A HUS210-2 14 3A9J 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122ART 'x12 COUPLER NUT PROFESSIONAL DOUG-FIR AR H PIN ALLOWABLE J LOADS cTU FASTENERS UPLIFT LATERAL CODE 5, N ENGINEER - SIMPSON MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. 70 RAFTERS I'0 PLATES TO STUDS (133) 1 (160) F F2 160 TAKE-UP WASHER HGA10KT 14 4-SDSJ"x1}" 4-SDSJ%3" 1523 435 1 435 1165 940 ' USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 SPR©JECT: TOTAL FOUR /• m SE A MINIMUM OF INTO TRUSS 8d NAILS TWO Rd NAILS THIS MTS16 STU MTS16 SIMPSON LSTA21 SDE OF TRUSS SIMPS❑N ANCHOR BOLTS TOTAL FOUR /. • O TAKE-UP WASHER HD2A - )I 8d NAILS ° Strong-Tie � STAIR DORrINTO TRUSs LSTA21 HUS210 2 NEVA IViER AT THE ACCESSORY ® STRUCTURE, LOCATED LZ AT THE STEPNOWSKY TWO FI 8 AIL ' TO �� TWO RESIDENCE PLATES °p° ° o p b EIGHT Rd NAIL INTO NAIL INTO DETAIL tlA►t N STUD Simpson Strong-Tie PLATES °0° ( H7 500 TUCKERS LANE 8d NAIL ® DETAIL 1 11 DETAIL "G" DETAIL "J" INTO STUD Simpson Strong-Tie LFTA H7 o Simpson Strong-Tie DETAIL "L" SOUTHOLD, NY 11971 LFTAROD SYSTEM DRAWING TITLE: LFTA Ridge Strapping LSTA30 NOTE: BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS CHARTS & CALCULATIONS I• / STRONG-TIE DETAILS / ROOF DRAINAGE 3"IITHROUGH ROOF 3" THROUGH ROOF 2nd FLOOR CALCULATIONS AND I,' 2 3.. ROOF LTP4 3,. PLUMBING RISER DIAGRAM I ` Ww LTP4 12 R 2.. R I3..2.. 2.. LTP4 2nd FLOOR z" NOTES: 2nd FLOOR DETAIL "C" C.0 2" 2 ' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "B'r E l o o r-t o-E l o o r Connections Ridge Strapping 3" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 4" F.A. VENT 6" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 G O ABOVE GRADE Detail F-- '� o UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C. " 1st FLOOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie 3" 3" 4" 4" CI TOESCWA w ERAGE APPRO tiED HOUSE SEAL: DATE: Floor-to-Floor Connections TRAP FEBRUARY 20, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROJECT No: EQUAL TO OR GREATER' THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) NO SUBSTITUTIONS 1118-2022 DRAWN BY: BDK All framing hardware shown on these plans, �� ` `� CHECKED BY: unless otherwise indicated, is Simpson Strong-Tie: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 � � '" 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 hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. fes, �� G2 r/contractor t ll null and void, and will result in the in s a e R301.1.1 ALTERNATE PROVISIONS assuming responsibility for the design and 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 `� *' °� performance of the entire system, USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOES NUMbEK: OF 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) © KEHLDESIGN•ASSOCIAM mc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) &� iCDX Roof Sheathing 1rx11J" LVL Ridge CDX Roof Sheathing 2x12 Rafter Nailer i 13^xllj" LVL Ridge 2x10 Rafters @16"oc. 0 Rafters®16"ac. a .', 2x6 Ceiling Joists 016"oc. 2x6 Ceiling Joists ®16"oc. 2x6 /2x4 Strongback . " In, C, Matching Existing , / � � �I /;; _ l-• o Y J' Bolts Bolts R-30 Insulation Existing Ceiling Joists - KEHL DESIGN ASSOCIATES LIC � nsu a ion residential d" commercial design . consulting 3Z"02" LVL Beam and 3J"xl1r LVL Ridge P0.BOX 1615 phone: (631)433.9N Fasten together as Southold,New York 11911 E MOI: ssbn654�Optorl6ne.nef Existing rInsureHeadroom92868 e of all Stairs 1 per Manf. Specs Kehl Design Associates,LLC®formerly D A K Associates,LLC M rrri r P 2'-4%6" OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Closet REVISIONS: Under Stairs STAIR SECTION A STAIR SECTION E 101 A A 26 26' TOTAL HABITABLE AREA OF SECOND FLOOR WORK NOTES: TO BE 725 SQ/FT Line of Deck Above Handrail ®T FOR � z cn a o CO STRm"UCTIO114 _ = b USE DECK ABOVE d DECK UNLESS oCD CERTIFIED BY 0 EGIEE 8'-0" x8'-0" OH Door X1 PSW6068 EXISTING HEADER HW HTR 0 BATHOC ALL CEILINGS AND WALLS = o PROJECT: TO BE COVERED WITH a _ g" TYPE "X" SHEETROCK BEDROOM AS PER NYS CODE NEW STAIR DORMER - - ® `> AT THE ACCESSORY = O Ln 2068 STRUCTURE, LOCATED GARAGE AT THE STEPNOWS[iil[Y 2268 RESIDENCE Insure Floor Joist ® Beneath Load Bearing Pt. or provide 44 Post N 500 TUCKERS LANE Wrapped in t" Type "X° Sheefrock o w o SOUTHOLD, NY 11971 O ^� UZI J TO BE COVERED WITH DRAWING TITLE: AS PER " TYPE NYSS CODE I © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CODE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT s s s ® I s WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PLANS AS NOTED ALL CEILINGS AND WALLS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE _ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H— TO BE COVERED WITH O I= z " TYPE "X" SHEETROCK 6 AS PER NYS CODE r _ <C o I Acceptance of these drawings does not authorize the right to build without the authorization NOTES: C� U VI N G of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE KITC EN ROOM agencies prior to construction. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL y LnFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TD UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 1SEAL: DATE: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, FEBRUARY 20, 2022 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM r , " 1118-2022 EXISTING HEADER � �� •4�� ��d � .,. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 't'' „A "�` '' fry; DRAWN BY: 16'-0" x8'-O" OH Door 3032 3032 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING �/ , BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS x .s'x :� �' CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF �( 26 26 THIS SECTION. ; SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS / AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING � �,►� 051 4 , STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND _ '05; 5 /" EXISTING FIRST EXISTING SECOND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH \?k % r�ri ���e „+ Al 01 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. A A FLOOR CONDITIONS PLAN DOB NUMBER: OF FLOOR CONDITIONS PLAN 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD SCALE: "= 1'-0" FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) SCALE:a"=1'-0" 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) D KE1II.•DFSIGN•0(}CIATES,mc P