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Home My WebLink About45588-Z o�og11FFUL Town of Southold 8/13/2021 a y�, P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42234 Date: 8/13/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 390 Middleton Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 40.-5-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2020 pursuant to which Building Permit No. 45588 dated 12/21/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwellingas gpplied for. The certificate is issued to Plyler,Ann&Margiotta,Roseann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45588 7/6/2021 PLUMBERS CERTIFICATION DATED 7/19/2021 an Pegmanelli A hor ze Si nature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45588 Date: 12/21/2020 Permission is hereby granted to: Plyler, Ann 49 Carmine St Apt 1 New York, NY 10014 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 390 Middleton Rd., Greenport SCTM # 473889 Sec/Block/Lot# 40.-5-2 Pursuant to application dated 12/4/2020 and approved by the Building Inspector. To expire on 6/22/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $276.80 CO -ADDITION TO DWELLING $50.00 Total: $326.80 Buil g or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /2-- (D �( New Construction:. X Old or Pre-existing Building: (check one) Location of Property: 3jD M1,6®Log�px( i,>N� (� House No. Street Hamlet Owner or Owners of Property: ©��,q u ?V1Ajgt9jcj— I A Suffolk County Tax Map No 1000, Section L10 vBlock Lot Subdivision j� Filed Map. Lot: / Permit No. -I a Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: .X (check one) Fee Submitted:$ pp ' ant Signature Building Department "gLeation AUTHORIZATION (Where the Applicant is not the Owner) I, residing at /Lj Qb Lc;v,� ?—,4— GreeAr"dy E �� (Print property owner's name) (Mauling Address) do hereby authorize ?�2 cTi A�l 4 (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) F (Date) (Print Owner's ame) ov s®Uri®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Ar sean.devlin(ccD-town.Southold.ny.us Southold,NY 11971-0959 sC' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Ann Plyler Address: 390 Middleton Rd city,Greenport st: NY zip: 11944 Building Permit# 45588 section 40 Block: 5 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Bay Electric License No. 46360ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 4'LED Exit Fixtures Pump El Other Equipment: Notes: Bed and Bathroom Addition Inspector Signature: Date: July 6, 2021 S Devlin-Cert Electrical Compliance Form As *oF so�TyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q • �O UNIX$ D BUILDING DEPARTMENT D TOWN OF SOUTHOLD J U L 19 2021 BUILDNG DEPT: TOS t 0"017HOLD CERTIFICATION Date: 711 Ila I Building Permit No. Owner: \A a�ja (440 1)II,-� lease print) i I Plumber: E4kcn FioM0,Y)e Il'. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumbers Signature) Sworn to before me this r ' h day of , 20 21 Notary Public, O� K County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.2ap2 j OE 50b1y0 # # TOWN OF SOUTHOLD BUILDING DEPT. ��ycnurm `� 765-1802 i INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLEIG. ] FOUNDATION 2ND = [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - IA &Y amh, ho V PAIN 614 Vfv *A) 1 DATE D&3d INSPECTOR a0ESOUly h�� Ol0 # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] .INSULATION/CAULKING [ FRAMING /STRAPPING _ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRS SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SN4 DATE L INSPECTOR oF sngryo TOWN OF SOUTHOLD BUILDING DEPT. �y�nuxn ' 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. j ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE / INSPECTOR oy�0 yOr * # TOWN OF SOUTHOLD BUILDING DEPT. co 765.1802 INSPECTION [ ] FOUNDATION`'IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SU LAT 10 WCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:_ nt �j ✓`�kv&A0- I K �� fl (6) Avm6o 14A �nAz DATE INSPECTOR # # TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY [ A FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR [ U /F JAMES J. DEERKOSKI P.E. 260Deer Drive JUN 2 5 2021 Mattituck,NY 11952 (631) 774 7355 BUTILDIN G DEPT, Date: June 4, 2021 To: Town of Southold Building Dept. Re: Plumbing Insulation Inspection Permit# 45588 Margiotta 390 Middleton Rd. Greenport,NY To Whom It May Concern: This letter certifies that a Plumbing, and Insulation inspection was performed on the above mentioned addition. All plumbing, and insulation were installed as per plans and meet all State and Local Building Codes Also a pressure test was performed on the entire Plumbing systems. Any question 1 free to call. S' cerely, F N E lir y * J es Deerkoski P.E. — i ,j W No 72 <v p'QOFEW�� FOUNDATION(IST) II -1 I E/.f.■fil•wAri FOUNDATION(ZND) mi ROUGH FRAMING&1 \ � PLUMBINGr � 1 TION PEA N.Y STATE ENERGY • ! i. NEW 5 Mff�, !IT It-T. • ob s • �r r 15 TOWN OF B©1JTIPIOI£,D BUILBIlVG PERMIT APPLICATION CHECKLIST B�DIIRTO D EPARTI�I\�T CKL.IST T'OWT HALL Do you have or need the following,before applying? SiOUTHOLD,NY 11991 Board of Health TEL: (631)765-1902 4 sets of Building Plans FAM (631)765-9502 Planning Board approv-- So t�®I�tnwffa�yeg®eT PIJRIUT $TO. survey Check Septic Form N.Y.S_D.E.C. Trustees C.O.Application Examined Flood Permit - 1= Single&Separate ' D 3 Truss Identification.Form_ j ► Storm-Water Assessment Form JContact- Approved 20 DEC - 4 2020 Disapproved a/c Mail to: /}SS-bC i,t_L BIT Expiration �� ' !21 Phone: Building Inspector APPLICATION FOR WILDE%PEREUT Date /Z. y— ® 6 20 20 >�STR�1 CTI[Ol�'S a..This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. or d.Upon approval of this application,the Building Inspector wi11 issue a Building permit to the applicant.Such a shall be kept on the premises available for inspection throughout the work e.No building shall be occu led or used in whole or in art for anPermit issues a Certificate of Occupancy. P p y purpose what so ever until the Building Inspector f.Every building permit shall expire if the work,authorized has not commenced within 12 months after th issuance or has not been completed within 18 months from such date.Ifno zoning amendments or other re a date of ct property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the addition six months.Thereafter,a new permit shall be required. regulations affecting the APPLICATION 1S HEREBY MADE to the BuildingDe Permit for an Building Zone®refinance ofthe Town of Southold,Suffolk our Department for the issuance of a Building Permit urs Regulations,for the construction of buildings,additions,or alterations or for removal or demolition Pursuant to the County,New York,and other applicable Laws, Ordinances or applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and authorized inspectors on premises and in building for necessary as here described.The ary inspections. regulations,and to admit (Signa applicant or name,if a corporation) Mate whether applic t is owner, Jesse aQ Wailing address of applicant) CN j 4c1 9 went, chitect, engineer,general contractor,electrician, lumbe A r or builder Name of owner o f premises 'Ro�A-,JN) 1v1AQ If lic tis c rporatian, si (As on t tax roll or latest deed) gnaiure f duly authorized officer c%.ef-,/Z- ( and title of corporate officer) Builders License No. NA- Plumbers License No. j Electricians License No. I-1�f Other Trade's License Na. 1. Location of land on which proposed work will be done: House plumber Street '— �P b P- Hamlet County Tai Map bio, 1000 Section �® Biocl, Subdivision NPS Filed Map No. - N/ Lot 1\(A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy jizS1 6C.2 b. Intended use and occupancy IS(14(4LE- Fly IL\L 3. Nature of work(check which applicable):New Building Addition C Alteration X Repair Removal Demolition Other Work 4. Estimated Cost oke— Fee (Description) (To be paid on filing this appplication) 5. If dwelling,number of dwelling units NA- Number of dwelling units on each floor 10 If garage, number of cars NA 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. N R 7. Dimensions of eNi "ng structures, if any:Front 301 �« Rear -vU`S" Depth 35 3 3�Y`► Height-jai--f-L' '� Number of Stories % Dimensions of sam tructure with alterations or ad itions: Front 3®-<S Rear �Ot J`` Depth �S' 3 Y" Height I '- `-/iZ Number of Stories S. Dimensions of entire new construction:Front rill- Rear f`(F- Depth (A- Height A Number of Stories Nq 9. Size of lot:Front (o9,5 9 Rear ,W Depth f 20,5 10.Date of Purchase Name of Former Owner M i 11.Zone or use district in which premises are situated (AN p�, 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO >e- Will excess fill be removed from premises?YES NO_ 14.Names of Owner of premises IIMAp-910 1TA 3�o ►�� P Address-2-2 .Phone No. W?— 7Yc?-W7-7- Name of Architect kFz%v- pg�y t4 ASS - LLQ Address sl�s�'�sn11N Iy.( Phone No t,;I-y,3:j-qo(a Lf Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X IF YES,SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NO A IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SvFf�OoL) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_ �1�1� (Contractor,Agent,CorporateOfficer,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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -4-t"1 , day of 202-() 4� c;z- ub T RACEY tary LR —nS gnature of Applicant NOTARY PUBLIC,STATE 0 NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY[��j II INE 30.`2Z2?- Scott A. Russell a°SUS`` 1F01EJ\\/l1WA`]F1ER_ SUPERVISOR J z IMIAN AcG]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 �f 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1 � r1-C, Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE- ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) i El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ` erosion hazard area. ®@ E. Site preparation within the one=hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑l[o F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control PIan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner -sign Profession., vent,Contractor,Other) S.C.T.M. 1: 1000 Date �� District NAME IvTL�` � @• Section Block Lot Contact,nrormatiort W_ 11 X33— q0�� "'I�OR BUILDING DEPARTMEINT USE OINLY Tckplarc t+u.npni Reviewed By. - - - - — — — Property Address/Location of Construction Work: — — — — — — Date _ _ 370 71, IWe -j OW �OAQ Q Approved for processing Building Permit. �`1 q Stormwater Management Control Plan Not Required. �9P0Zk N i,/ , // 1 L T l/ ❑ Stormwater Management Control Plan to Required (Forward to Engineering Department for Review.) FORM - SMCP-TOS MAY 2014 FD ; J ) BUILDING DEPARTMENT-Electrical Inspector a� C Gyp TOWN OF SOUTHOLD A= - Town Hall Annex- 54375 Main Road - PO Box 1179 o' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 O! ' rogerr(cDsoutholdtownny.gov - seandtcc southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: gcCorVtc ��C7 l C O Name: License No.: 114-E--y6 36n email: E'CA co Phone No: 6 ®I request an email copy of Certificate of Compliance Address.: / , AU E fi�4ti AJI J JOB SITE INFORMATION (All information Required) Name:An5)v'A/vA) A RG/ A Address: / �J GF/,f — 1 2 yq Cross Street: 7 PIP 4 D Phone No.: g, Bldg.Permit#: GJS s � email: /q t A OL—Com Tax Map District: 10Q0 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) =,�rU �. 1 r Rim t� FSP, AVD%- '1oN AND A 10 P,ooN1 Check All That Apply: Is job ready for inspection?: ❑YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑YES ©NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals ❑1 2 H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 1�� PERMIT# Address: Switches Outlets GFI's r Surface Sconces I H H's l UC Lts Fans Fridge HW Exhaust ��(f Oven Dryer I ,- Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer- AC AH Mini Special: - - - - - -- - - ----- — - - - - Comments' \ Town HallAnnex ... ,.,.. ., , s '. a 54375 Main Road � 4 _ �; 1Telephone(631)765-1802 P.O.Bax 1179 .N ` Fax(631)765-9502 Southold, NY 11971-0959 `t= Y. 14 BUILDING'DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER_CONSTRUCTION Date: 03— Zo Owner: ��A (A Location of-Property: -370 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure r Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) . 'Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Xq_�p Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): 1j Capacity(check applicable line): Owner C2_ Owner representative TrussReg15.docx / Effective 1MI2015 i +irsvrwv-+-roti--.r+ ,'vF�-7�'?�' ,y�'�'~ •. .. _ M1 •'� • ��-y .� `• - ' •• � ,•�Tr.,r Y _ .�-.Mi"�'�. ••�+�.+r.+,rr+.r__ w.+_._-.atie++,+rw-Yom•«'•`._—_ ____ - +�.�.fw.1,�•a�.+rlw.•• - �-.r+.� *721MAP mop LYNN*-E' HALID _ I CV i r _ ' • ZF.V f N \^/B STE2* Oita (92 T NY 3nx s ,, o z ti _ U 0 If- -. -- . -• yam,, -- 'Fi -•^i _ - - • ` w�•;"."••.!•.� it - - - % _ -. -r FFMM S CH ptact 94 36-1 eS.' r.- Hyl• ( •� _.__._..._.�...__._.____..'.'� _._.... � � - - - � ��.; - of � �►•.�'>t�E LUX ROPPIT PMA i 1 - - !-AIYDAk f _• j. - _ {�tAY �.�J ./L' f { • QIP '�` ..!•' 4� . - in ti�lon�►Y�pr�pA�� - `� rfsF� L.J+ 1� 6A+ SITE PLAN FOR rim TT ROAD EXT . MARGIOTTA I�I7�_LOCIATES urBENNE . D 98.13' RESIDENCE PO 80X1675 PhDW(6311433-9M4 N 7128' 20" E (BEDROOM ADDITION) WNW,NOwYolt 11971 EMO@ s&654900mimeml KeIY Aaetlolm.11C.t DI.KA®tlom,LLC O 200, 390 MIDDLETON ROAD, 7 GREENPORT, NEW YORK SCTM # 1000-40-005-002 w AREA= 10,495 SQ.FT. 00o 0.94' MAR - 8 2021 o ® NOT FOR CONSTRUCTION r7-7 ,_ °L,'l �°``�L „ USE UNLESS CERTIFIED BY A PROFESSIONAL En qOy E�OT�� ENGINEER y\ PROJECT: ® MARGIOTTA RESIDENCE 390 STRY , T TANG MIDDLETON ROAD y� y`o\Y GREENPORT,NY,11952 SCTM:#40-05-02 O ® _ I 33.0' ® 'Z� NEW Z � � , C ®� A SITE PLAN CD N T . CN ' .� YEs. IEE RA15 4E.NMMOr 8E SM RO RE$REPEM 6 H cn s�6Ksr.s■5cm1HEmuff N M R1R0F 7A AZ 1 A4JES Odffmn�E81118D RE VE ffW IB®� 8YlM FUR 81 BW MOA WT CR FII UY IS WM m UK RM UV107E91R IU S 72`38' 20" W 120.56' MARCH 03 2021 PROJECT N0: DRAWN 078- 1 SITE PLAN DISCLOSURE: 80R CHECKED BY SCALE: SITE PLAN INFORMATION IS BASED ON SREErwumsutf- A LAND SURVEY PREPARED BY 45i LANDRODERICK NEW YORK STATE 5 5 15 A 3'5VAN TYLE S1 - 10 0 10 20 30 40 : 50 LICENSE NUMBER 25626DOD Numam I OF SURVEY DATED MAY 08, 1996 of<7WDES GN•AS400AM I CGenerated by REScheck-Web Software �J(l Compliance Certificate Project Margiotta Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 390 Middleton Road Roseann Margiotta Brett Kehl Greenport, NY 11944 None Kehl Design Assoc.LLC. 390 Middleton Road 265 Jasmine Lane Greenport, NY 11944 Southold, NY 11971 917-749-8122 ssbn654@optonline.net Rml58@aol.com Q_ .o �.o��y,�±�'',, o �o ��. 'i" 't, — _ - - 'cr1�,r'� x•,�.,�. �, m.. ,�. �it�''�:s v '`3'y s.a�,,y'a' ?n-"f•"� .tn Ka, v��i�.. ��F .,� � -�'x3u:` ,� - ,`�+" •,1�',, '-c€, �_5. , Compliance- 0.0%Better Than Code Maximum UA: 33 Your UA: 33 Maximum SHGC- 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gro-ss Area Assembly or Cavity Cont. U-Factdr UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 120 19.0 30.0 0.020 2 Wall:Wood Frame, 16"o.c. 64 15.0 0.0 0.077 5 Orientation: Right side Wall 1:Wood Frame, 16" o.c. 120 15.0 0.0 0.077 5 Orientation: Right side Door: Glass Door(over 50%glazing) 41 0.320 13 SHGC: 0.24 Orientation: Right side Window:Wood Frame 10 0.300 3 SHGC: 0.31 Orientation: Right side Floor: All-Wood Joistlrruss 120 21.0 0.0 0.044 5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatarV requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Margiotta Residence Report date: 11/30/20 Data filename: Page 1 of 1 -------7 Lad- le-0�0 GENERAL NOTES: • SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ; ' 'f C 0 1\1 T R A C T 0 R N 0 T E SGeneral Notes: / ,... :......,.. �!1p�1f I £1.�I ]T'l�.Ia:i 1 • GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODs. OF , s.., _ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 41' Lr=-,` r ,., ":" ""' GENERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. #. �; �� y :'., 1"'r �i P, Ii��l�,-yj�(.k C ., 1 2. FIRE SAFETY: �T (� (r�T (gni ��+ 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition, tH�DLiJIU1V ASSIJl�1t�lliJt LIQ 1 ALL WORK SHALL CONFORM TO THC 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 APE TO BE STORED IN A CODE OF NEW YORK, FIRE: DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. { residential & commercial design • consul`ing PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION S 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 P P0.Box 1615 phone: X631)433-?084 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. d Soufhold,NewYor 11911 E-Mail: ssbn654@,opfonline.nel 3 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, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Assodotes,LLC aformedyDAKAssociates,ttC SHALL BE INCLUDED AS 117 THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ,:• ��, -" , .,.,,;:",,.,�• 4, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. �. � THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports C. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. UWNLk7HIh &c USE Qi- DUCUtIEN1S: 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 KeDr_SIGN of } ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in con-iectir�n OR DURING THE EXECUTION OF THE WORK. 8. Design values: 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 PS! PLUMBING, EI_LCTRICALS, ETC. Fv = 95 PSI E3. 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. s THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8 9. Design values: ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU 017 ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: 9 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, q 10. • 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. B. EXCEPT LEGAL HOLIDAYS. 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 kSD EISMIC 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 SNOW =SIGNFROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION 8314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOADSPEED (mphTEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY25 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. - 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 00"RZ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. �s DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) N OTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE C �4 .� C T 1 -4 EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. 25. RESIDENTIAL ONE - AND - TWO FAK41LY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF X116 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) USE 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 �' CERTIFIEDUSES(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. BY A Y 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 PRO »ESSIONAL USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY --- IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROCF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ENGINEER RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED �ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. k NAILING NOTES: DEBRISTYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE 8301.2.1.2 WIND-BORNESTRUCTUALPOANELS a b,c�TENING SCHEDULE FOR WOOD ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES _ 40 FASTENER SPACING (INCHES) t --- R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL - - < 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, GUARD IN-FILL COMPONENTS f h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HEIGHT AND FIRE AREA so No. a WOOD sG WITH BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE -- BASED ANCHOR WITH 2 16 10 8 PAS`.ENGER VEHICLE GARAGES a 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 t ..�. , NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. = kUJLt �: 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 8301.1.1 ALTERNATE PROVISIONS FUNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER LAGSCRFW- i. THE HIGHEST ROOF SURFACE 3 STORY BASED ANCHOR WITH 2 1s 1s 1s AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =13'_101" AS PER CHAPTER 5 OF THE 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 2020 L3UILDING CODE OF NEW YORK STAIRS 40 STATE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. `' � FOR 51: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) E=Tzma -",lzN 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'-1 ^ 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, 1 POUND = 4.45 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) �" 2 °. 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. 390 APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Fasteners shall be located a minimum of 1 inch from the edge of the panel, � �� b. UNINHABITABLE AT11CS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into q AD LUMBER SPECIES AND GRADE the building frome. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. R �^� � '�'' At� t �i BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ti 1 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel ore 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 t 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. 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 �(��' ,4�_�5_�2 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4RESIDENTIALENERGY EFFICIENCY,ASPER THE ,,DRAV>fltvG 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 CODES1 WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. M. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATIONCODEOFNEW YORK GENERAL NOTES E e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shcll comply with one of the fallowing: _ AREAS OF STRUCTURE 1, Section 8401 through 8404 t': PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY 2. Secticn R405 and the provisions of sections R401 through R404 indicated os "'Mondatory" . NEW CRAWL SPACE 120 sq. ft. f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTER AND PANEL r.? 4 FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section 8406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) BASED c NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED 'NOTES: r. EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY QTHER uvE LOAD REouIREMENTs. ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND (NY)TABLE 8402,1.2 a ' THESE PLANS ARE AN INS1RIAlENT OF THE SERVICE AND ARE THE PROPERTY D' THE EX. ENCLOSED PORCH NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN ¢ D[SIGN PRS"ESSIONAL K1i0SC SEAL IS AFFIXED III:RCTO. INFRINGEMi.NtS WILL LL NEW FIRST FLOOR 120 sq. ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR COMATE FEr1ESTRATIOM SKYL&ITb GlJgEn cEurtci WOOD MASS FLOOR MSEMENTc sue d CRAWL 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 DONE U-FACTORb VFALM FENESTRATON RVAWE FRAME WALL WALL • RVAWE WALL R•VAWE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SCLEY RESPONSIBLE FOR FIELD FIT. THE 5 ' NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN 8WOb,e RVAWE WVAWERN&M ADEM WVAWE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMIS,ONS DUE TO UNKNOMI OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIFLD CO'lPITI(AS AND OR 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 T 0.32 0.55 0.40 49 20 OR13+5t' 8113 19 10113 10,2$ 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOA'LEDGED AS REM51ON TO THOSE PLANS. f ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK For SI: = 1 foot = 304.8 mm , t { L.2, DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-vogues ore minimums. LI-factors and SHGC are maximums. When insulotion is instoned in a cavity which is less "1 �`✓ I NOVEMBER 30, 2020 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 DESS THAN 30 INCHES R-volue specified in the table. ATTI�ARAGE a NA p © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. � 2 3 2021 ;,.,,F b. The fenestration U-foctor column excludes skylights. The SHGC column applies to> all glazed fenestration. c �U� .,.r^�"r� " ':'1«1 1078-2020 ? BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHOP,DS ARE NOT GREATER THAN ALL FLOCK PLANS AND ELEVATION., ARE PROTECTED ._} I,$ �! s C. " 10/13 " meons R-10 continuous insulation on the interior or exterior of the Thome or R-13 cavityinsulation at the r .�� I';'."1, DRAWN BY: t SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement wall. UNDER FEDERAL COPYRIGHT LAVs. suNRooM Na PLANS MAY NOT BE REPRODUCED V�THOUT 1~ ` ` gg' �'RBOK. a Tw. v x, ae .� +p.. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD t" '� t° ;REEKED BY: �k "15 19" means R-15 continuous insulation on the interior or exterior of the horme or R-19 cavity insulation at the NEW DECK NA y N KITTEN AUTHORIZATION. -f b ++ MEMBER DEPTH. interior of the basement wall. "15/19" shall he permitted to be mei with R-13 .cavity insulation on the interior of the E, `�'"=��!-.1 E'n" ', '� '•.t COVERED PORCHES NAA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE TIIE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE ~'p'•,' .z; - COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation of the interior of the basement wan. KEHL DESIGN ASSOCIATES LLC. ' f . '�_: It'•_ ` ; SHELT NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS _ µ._.- ':.-. t i POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in oddition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FRUI THESE ACCESSORY STRUCTURE NA R-volue for slobs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIRY TO THE BUYER, WTI] WRITTEN � A i h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slob i � .. _ Y d ,> SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ;,, � �•4 •P' NA a 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 Acceptonce of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. y g y providing the authorization of local governing agencies, SUCK as Suffolk County Dept. E DOB NUhte3tR: (o} WITHOUT STORAGE g_ Alternative) insulation sufficient to fill the framing cavity and rovidin not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc, ? { plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Moss walls shall be in accordance with Section R402.2.5. The second R-value opiplies when more than half the Constructim 69 KEHGDIESIGN•ASSOC IMT uc insulation is on the interior of the moss woll. a SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION - " USE A MINIMUM Or > TVn 8d NAILS THIS .,n;:;.:, / - � ,..,.,-r.'• -�<:. _ S20 LTS20 : ,. )U < U. t, i= r�If SIDE 61 TRUSS. M PROVIDE , fiY,';. .....✓�-,.``'.'`.'A.::. ..;..:. "aa ,%r;::, �� (1) HGA10KT ON 11 ALLOWARI_E LOADS �'Z LOAD . SIDE OF CEILING JOIST r'''I1 I it"i! °1 r7 u [ ':.';>' FASTENERS /, LATERAL WITH TOTAL FOUR e _ _ MODEL GA _ UPLIFT UPLIFT 133 160 8dx12' CODE - - - L�L1 X11 iC 1- LEI L' ° AND ON SIDE OF RAFTER �'�'1' N0. TO TO TO AVG ( / ) REF. 8d NAILS � RAFTERS/ ULT. F F 133& - ° NAILS INTO TRUSS ° � i 4 i ❑,.� ;;{ !�. �T i PLATES STUDS (133) {160) i p ( a STU " ° *I_ i.'• / TRUSS =. s� 1 �.f ..,t 4 I _- — t, SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-6d 2991 930 985 400 5, 44CONNECTORS MANUAL FOR ALL FOOT NOTES AND UM DESIGN ASSOCIATES, I1 C PROPER INSTALLATION PROCEDURES - 'i i - residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ ALLOWABLE UPLIFT LOADS (133) ALLOWABt E UPLIFT LOADS (133) °IpIpff DIMENSIONS FASTENERS TWO II ° ART `x12 • ; PO,Box 1675 hone: 631 433-9N (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL II / p MODEL GA AVG z RODE INTO ° J/ :. , Southold,Newyork 11911 E Moi: ssbn654@optorl�'le.net ULT. EFTA LFTA ° o N0. 6AAX. ,LEAR PLATES p° ;IDTH PAtJ L GTY DIA 1}" 2" 2}" 3" 3}" 1}" 2" 2}" 3" 3}" EIGHT --- S P 4 �r INTO AIL 7 Kehl Desi n Associates LLC o formerly D A K Associates,LLC LF TA 16 2�'. 17„ 38�.,lE-lOd 1-1 42001 1205 1400 S, 44. 85 STUD -�^ ..,�,.,..- arre�a°°,...: JWNLhSHIFl Rc USL UI UU[ UMtNiS: DOUG-FR LARCH / SO. PINE 1 These drawings and specifications including the FASTENER? ALLOWABLE UPLIFT LOADS' MODEL L AVG 10d 10d x 1}•' CODE °° 9 p g NQ_ ULT. REF' LFTA LSTA21 ideas, design and arrangements represented 1Dd 10d x 1}" (133 / 160) (133) (160) , therein, ore the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie °° _,' copied, disclosed to others or used in connection MT516 is 14-10d 14-10d x t}" 3116 1000 Baa 1000 3, 41, 128 HGAW with any work or project other then for which r DETAIL "I��,• " they hove been prepared without written consent. MTS20 20 14-10d I 14-10d x 14" 3116 100D 840 1000 3, 41, 128 ARTJ'x12 0 3 LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 COW- sTu COUPLER NUT DETAIL 'T a ' ? UOUG-FIR-LARCH Equal number of °° //SIMPSON SO. PINE CODE a TYPE of DIRECTION specified nails in TAKE-UP WASHER MODEL CONNEC- OF LOAD _ALLOWABLE LOADS REF. N0. TION I-LOOR ROOF (133/ � ' each end Simpson Strong-Tie (100) (125) 160 I�' G 515 645 670 CS16 I ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "01 H 515 645 670 4 t MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAOS'-_"(DF/SP) (133) HOLDOWN HOEDOWN 1 ARTg+,-x12 STUD DEFLECTION CODE DEFLECTION T MODEL MACHINE AVG LENGTH OF 80LT 2.3 AT HIGHEST AT HIGHEST REF. \ N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE GA GA HB SB W H B s0 CL DIAS'B DESIGN LOAD DESIGN 0a° OTY DIA 1}" 2" 22 3" 3}" 5}" LOAD WHEN RAISED OFF o THE I PLATEo { HD2A 16 12 •t 21" A" 8" 2 i �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 o o MODEL DIMENSIONS FASTCNERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE NO. W L STUD PLATE ULT. REF. (t33)� (Iso) 5P4 3 7;" -lOd x 11" 2917 735 885 7, 40, 127 0 0 EL DIMENSIONS FASTENERS (TOTAL)I ALIOwABLE TENSION LOADS CODE MNo.ODEL W L NAILS FLOOR (133}� (160) REF' °o loo ,NORK NOTLS: LSTA21 20 1 t"- 21 -T d 905 1205 1295 7, 40, 90 °o MODEL I DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS FLOOR (133 (160 REF, rJ 100 } } Simpson Strong-Tie STU 5 - MSTA24 18 1"' 24 8- Od 1025 1370 164p 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE ( L END (100) (133 / 160) SPACING REF. HD2A TAKE-UP WASHER NO. LENGI:H CA CUT LENGTH (TOTAL) s oc OF ROLL) (IN A RpW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie �.O CS16 150' 14" t6 CLEAR SPAN +31" 28-8d 1235 1650 2;�" ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 7, ao, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES r�+ CONSTRUCTION MODEL —DIMENSIONS A N pN QLJ -FIR AR H _0. PINAI- OWAB A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA w H B HEADERS JOISTS AVG UPLIFT FLOOR 6d SNOW 115 ROOF 125 CEDE AL A LICENSE PROFESSIONAL ENGINEER, PLACES CN W- U LE �1Od i6d ULT- (133)(160) tOd 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. lUS4ti 18 3 4 ' 2 _— SS 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL "I" IIUS210_2 ,4 3d" 9 " 2 _ COUPLER NUT CERTIFIED B A 8-16d 8-t6d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ART5 x12 G-FIR LARCLH PIN ALLOWABLE A 6 isTu 8"— MODEL FASTENERS UPLIFT U'LIFT LATERAL CODE SI M PSON �ROI�EIONAL NO. GA (133/160) REF. -- ULT. TAKE-UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F F, 1 E 114G WEER HGA10KT 14 4-SDS}"x1}" 4-SOSJ"x3" 1523 435 435 1165 940 160 C7 t i USE A HINIMLW OF S r- 4 TWO 8d NAILS THIS SIDE 0 TRUSS. CNW- TOTAL FDUR . � COUPI FR NUT S n ^ I ';, fad NAILS °� T'Jo BdN+LS THISDIN M FS16 S� g-- LSTA21 F `t ANCHOR BOLTS "'PROJECT: INTO TRUSS SIDE OF TRUSS. MTS16 STU - SIMPSON TOTAL FOR �• 0 TAKE-UP WASHER TO NAILS HD2A Strong-Tie v 8J TRUSS - LSTA21 HUS210-2 ° I I � r = 11V ;ate TWO FI ( AIL 390 II TO /� � PLATES li °0° rd EIGHT rvn ° ° Bd NAIL Ed NAIL INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °p° ®�� Q H7 EIGHT-" �i GREENP'ORT NY, 11952 IN NAILS L ,p DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie H7 LFTA - Strong-Tie DETAIL "L" SCTM: # 40-05-02 RDD SYS EM LFTA m DRAWING TITLE: S. LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS t LSTA30 NOTE. I ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / GONERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. Is ' Tr if 0001 moor 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS I ?st FLOOR RO(')� 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1• I i 3, �, 2. ROOF DRAINAGE ROOF AREA = 120 sq/ft 1 2 CALCULATIONS AND 1 V = AxRxc PLUMBING LTP4 NEw;�� G RISER DIAGRAM I I d.ESf BATHR0o11 WSTER BATHROOM IU MEN A = 120 sq/ft LTP4 P = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 TES: 2^ 2 2" JC.- �� V = 120 x 1 x .166667 = 20 C.F. TTIESE PLANS ARE At; INSTRUMENT OF 111E SERVICE AND ARE THE PROPERTY OF THE 5.. .. ;.. ., DETAIL, 3 DESIGt! PROFESSIONAL N410SE SEAL IS AFFIXED HERETO INFRINGEMENTS KILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 20 / 42.25 VERTICAL FT, / FT = .5 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIRI.E FOR FIELD FIT THE LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping 4•' F.A. "ENT �" A9ovE crra.ur- � DESIGN PROFFESSIONAI ASSUMES NO LIABILITY FOR OMMISION$DUE TO UNK,NO''�,1J OR �" USE (1) 8 DIA. POOL 2A" DEEP = 2 V.F. c.o 4•r..oUNFOPESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COI,+MEA'TS N01 LTP4 Detail �.�.' - .. -Tiez^ U00 a" CI TO A AS"STEM D OR FORMALLY ACKNOVLEDGED AS REMSION TO THESF PLANS. FloorSimpsGtoSFtoorg Connections IIS^° 20 / 12.58 VERTICAL FT. / FT = 1.6 V.F. s'_ �LAL: SATE: BASEMF FL�oR USE (1) 4' DIA, POOL 2' DEEP = 2 U.F. NOVEMBER 30, 2020 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY FL""`� EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT No: PLUMBING RISER DIAGRAM (NTS) POOLS TO BE PLACED ON OPPOSITE SIDE OF ; . . 0 '�` ` ; 1078-2020 ''°� �^".r.•, f DRAWN BY: ND SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO >°W �` ,;� J. BOK All framinghardware shown on these fans, ~! p POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ;'> ��- .' , �:�`� ', CHECKED BY: unless otherwise indicated, is Simpson Strong-Tie, 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE approved or authorized, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC No substitutions are app r �Y---•-- �y,. ,•.,,,�...J �..�».�...�. ',HIE( NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). Due to the relationships of gamin hardware to �� p g 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 t r ;� ', ., the other components of the structure, an framing �• .kcg��y P Y g 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 fans hardware substitutions will render these rv ` � p CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ' G2 null and void, and will result in the installer/contractor W91ERE TRAFFIC IS TO BE PRESENT. �•>�,,, assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS ? performance of 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 to � USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE T0.' 00H NUP1Ei`i:: UI 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) BE DIVERTED TO EACH POOL. ® KEMDESIGN•ASSGCIATF,S,ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) • J � ' iia_ .I, .' '�' , J EJ PPC'v1Jc HUT,':?ICAr:E i RAPPING If! ? FR, ?. `� %` RO'viDF. I I, :CANL STRAP .'I,,IN "" . .: 1CCORI;AVr E 'A''➢i HT A ORO;N,E h1L. TIT , 1 THE r^ r y PR(1+ACE hJ R!Ct,VE STRnPPIiIG Ir; t `/ '¢ - �, -, I , i I r' I 202^ RF fNt '_ CODES 2001 RESICFNIA' CCCES ACCCCOA.NCE 1;"T4 T4_ C`' i L�' Y v STAT'= ( NEt`T\'ORI; STATE. 2091) RE9,[W Y NTA_ ATE.S _ KEM DESIGN ASSOCIATES, LLC Gf N[l�' YOFf STATE. - residential & commercial design • consulting N(.'•1L VFRFY AI_ DII`'INSONS TO NOF: VERIFY All DIrdCNSIONS TO 1'1SURE 1-OC4C OI ''. '',4'ADDITION "E NOTE:FLOORS OF NEW ADDITION NOTE: 1'F-,F" All PFI'NSIONS TO 9 A_1A 'WT-1 FICOF`: IN 1=XIS1INC ALRE Y;11-14 =LOOKS IN, EXIT INC IF.SU?f FLOCPS Of NI- ADDITION haus!. )lCl Sr AI!er �,1H1 F'._aoR Ix STING + PO.Box 1675 phone: (631 433 9084 1-CUSF. Southold,New York 11911 E-Mail: ssbn654soptonine.net ALL HIEN,L?S A;,�E TC. DE N I FFADEPS AK '0 QE c �y Kehl Design Associates,LLC a formerty D A K Associates,LLC -ESS C 3. 1,T :�;13/'X D%' _1 I!i IES.: (2)1j/"X 9�' LVL UN-ESS A. , RS ARF ��,:., -.. /-.., 01''En'';I'" N`)tLU C r (711i�"X 9/z'I_'',1 UNLESS ,77NLkSHIP & U5L U�UCUMLIN NOT.D OILER"r''SC NO'CD These drawings and specifications including the ideas, design and arrangements represented N7F.: V=RIFY A..1 DINEN510I:S NOT 'VERIFY ALL DIr1ENSIONS r - - --- therein, are the property of KEI Il_ DESIGN iNSJRE WALLS Or t0l'A,'N l)N INSUR- WARS OF NEWADDITIO'! -- 'DOTE: V,_21Y ALL D;!.1=NSIONS ASSOCIATES, LLC. No part thereof shall be LIN,-UP 14TH 'WA_.S .11 'ICUSE. LINE-JP 111TH VALLS IN HOOSE. IHStiRE WALLS OF NEW A.DDINT4 copied, disclosed to others or used in connection / �� UNE-U' W1H 6�A.!!S !N' I OuS-. with any work or project other than for which they have been prepared without written consent. NOIF: FRO"IT11 FW ER_AKS NOIF: PROV"C FIRE BREAKS AS PF? AS PLR N0 f PROVE- PITT. SPEAKS -11" 2J;C' n_`;iI:FNTI I TIE 2020 R[SI'1FNTVli Bedroom PITAS PER ,REV: CCCCS 0 CODFS OF T.1= 2G2G E-NT:A1 A:W YORK STATE NEW v,PK STATE 117)17S OF !I VII'i YCR! STATE A!umirurn Crcte to Rest or lop of 6x6 w'% a S�bD-Fnme That Pievents Sbdriq of 07 SD Cradr 5 IC'^toc xis'irrl Uascrr,cnl roc,," hart . i-irldoo and irst..V frmss - ;Y'ndn with Ret,;rr.7q'4,31 -6' Lin. SD Around the Y(indc,¢ v�ch Prou SD o IP' �r Proper Clecronces cror,nd Basement " 1'-5" W �;// Co. ;hc 1'noo,v. Sub'irorrc I;: Preoenl of D�,e^i_Cr Fr>{ New Master Bathroom - �H �s IIInI i'FAN.ti r--- ---- 3'-4' t' WORK NOTES: 6x6 ACQ Retaining wall detail �L11—— _ �� 2" �. l Bathroom i 5'-V2- �" „'- 2" � 11"JOT FOR _ }1 ?tly(°,,, LVl Fbash um. �+- � ', Beam Detail Master Y COfSTRC @ ' A•' ? ;'r,r Firs F 24"cc I ( I wlHr�lget IY� _ a, fir. J USE UNLESS .f� i0 EYIStInC�' R'ICC '� Cl. 7, r ,. Crawl ' s., edr K m ( StClfPtell I ( JJ� �' `_i i� � i7i�� ; oom ,��, �I .} CERTIFIED Y , •,, ;firand $" t'-a� ,� -n`o �' r,' f3) EeJar the I e� -a Space 2x8 °cc „ Reber S.Yr'. M1 P Lawe 4' F.C. Slab I I Top o!N:�w PROFES 8" C!>1J cr Pcu ed Four;17`.icn fouodaticn fo;:iag L �� X- �. I Sitting ux o:�er Vapnr �I: ER 1 � I' U Qarritr r I L - - - - J I ! �`Y18" !;ichor' Bolls 32'oc. _ LC 0ncf :`' Cl' B Room - - - - - - -� � z ',•f x ,c en-r ac Trr - n3J�6 2"S6' Ti'3 1fi fie' t n ;PROJ LC I: 3" 14'-5" I D A �y�kYi 390 4 MIDDLETON ROAD GREENPORT, NY, 11952 SCTM: # 40-05-02 DRAWING TITLE: -FOUIM T I N F", L FIRST FLOUrx rL A N : r sca'e:4" Existin Structure . ,._ , a 9 Scale: "=- v -o Existing Structure PLANS AS NOTED New Structure New Structure NOTES: PIES[PLANS ARE AN'INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Of THE DESIGN PIROFESS191AL WHOSF SEAL IS AFFIXED HERETO. INFR11%FMENTS WLL BE © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT Of THE LAW. CONTRACTORS SHAH VERIrY AIL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED MTHOUT FIELD C0r4DITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR AFLD FIT. THE DESIGN PROFFESS10NAL ASS!1ti1ES NO LIABILITY FOR ONt.'rSIONS CUF TO U'NKNORtil OR P�RITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS MID OR ADDITIONS DAVID UPON C01a9ENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE = FORMALLY ACKNO4EDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WfflT WRITTEN PROOF OF PURCHASE. 4 SEAL: UAI E: NOVEMBER 30, 2020 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building t 07f?-2020 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such "�' '`�_ DRAWN BY: agencies prior to construction. BDK '* . . � CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SHEET NUMUI_rZ: 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 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 1N A SYSTEM THAT PROVID -- + 4` COMPLETELOAD 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. Al 01 R301.1.1 ALTERNATE PROVISIONS \ ` AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS '"' ,r- ~'" USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DUiti 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) =® KMDj („N RE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 3 l . NEW ADDITION -v- _ie,: �.:.,.,�.:._ . Y. •? J,�� • �r, � _ • IJ 1� `-fLLI 't` ..t: - . L La 4:'u�'y� -�', Hurricane Stre pin (I�. y , i i` -�!.(yl i ! ✓`�; !_�f ` Ridne. `'elt 2xlO Ridec KEHL DESIGN ASSOCIATES Id.0 2x5 R-cT,1,s - 16"cc_(Vatch Ezis!j- 2x6 Rafters - 1r'oc. (Mntch Existing) !- i - - - -. - - -- & commercial design • consulting �" CDX Roof Stcckhing (IExis:irg) 2x6 Cr r fie n" " CHRoof 5,-cthing (blotch Existng) I I JJ IJ JLlLllll I: i1 '10-1 �' _.I_J -L Ll I I _-___ ____— — i ._' It. III 1 ':JI _ li LhU II ! II Ice and anter Sheild 'ce cnc Wcicr Shei'd 1 I! 1_. 1; LI 1.!._J LI I! II I I !.. I_.l.__ L_�_.=: _.-! _ - ----- I I L . 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J-!1L1:._- �- ----- - - ---------_---------------------- - -----__------ ---. ---- ----- ---_---__ �lDesign Us�Associates, :-ed,Y�D A.K-.�Ass.�o.cia.t,e.s.,_UC Il� ?UWNEkSHIP Ix rZ''{ FCS I:S 4rSL UUM LN I -' .., --.---- ----- --- ------ -_-- -- _ - _._ -- __._._-_ - I t wings and specifications including the '?'17x� T;;p Fiele I se d a g , The r _ I I l I ideas, design and arrangements represented - --- -- ---- -- � -----_-_ _ _ _ - --- ----- --- , . R-49 fns. - _-- --- �.- -- - ----__ -- - - ----- -- - r"Exterio°Sheclhing 2" Sheelrac'x I I 2" Sheefrack I I I I therein, ore the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Grace House 'lrrn or E ua R-15 Ins. _ 1 p q I ( I I copied, disclosed to others or used in connection -- 1 'Jatrh Exsirg Vinyl Siring I New Master i I Hall I I Cl. I I I Cl. with any work or project other than for which Ir I r they have been prepared without written consent. - -- - - -- ---- - - - II Bathroom2x4 Studs 1�oc.1 'x .p," X11 Floor Joisls '6"oo. II "j x Sloe I I I I I I I I — 1�'x 52 LY_ Six Bern 2 1REV: - - I - __- -- r C•cx Fiai-a1(Match Existirg) SlraPpi^e 2' Ir I R-21 Inp. I I fro ACG Sill TCU' Su ?oar - -_ ler b _ 2 F ACV, Sill - --- ---- - ---- _-_ _-_- --- - - - -- - - 1<'x 5f" L1't Foor Joists 16'oc. Rem,ave P!ecesscry „5 Rcjcr Pins 0 24"oc. 4. Caura to Lower GRAPF I CRAWL SPACE Leig'd at 9inu e xlb" Anchor BJt'. 32"oc. I to Mach Top Q" C,Vt1 c° Pored Fccrdclicn t" PC r-oh cf Nerr FootinGs. I w Pala'Vc Al ELEVATION 8"x16" Ccnc t o LIP ow 1;/JI (3)'S R,ba, tFe LIP. arlr. I I Existing 3i'co J5 !I 24"cc. the C.Yi. I I $ta�!wel, a SCALE:1/4"=1'-0" (b'in. 3'-0" Be'aw Croce) NEW ADDITION WORK NOTES: - EI CTS (D" NI A I I I I! d i l_1 1'. _1LIJLLL1_ -11 ILL- 1 ..J II�1�1)L_! I- I Ju LLD u I_I I " , SCALE: 1/4"= 1'-0" 3 1 11_L 11 1J � .III ! � li _i;�._--i - I I' i I - __-- I! . Ll,_ .l .�f L. 11 _ 111 1 11.1'T._r.,. . - - SOT FOR II LLLJ�t�il�t: j1! 'I-!-li LJOil tjITL ,ifi1.1111-11-I.L 1. _L 11 J : lI _L_ .l Ll_.. I_i: 11.1._IL_l L = --- --- �. - CONSTRUCTION I J ILh LI 1 11 1 11 _LJ_L>.1 _I_..I,1 111 l _ ;1J_JL1 Li !I;I1 L 111 . - ____ _ _ I II 111 111111:1111-_J U_ l It, E E i -_ _ _ __ -- -- I J 11_i1JLu L._ - - - L, _-_-_ ----- -- . I I1�J !L�i1�l!uuUL USE UNLESS II�II �U' 11i11�11, Il IIII ,I(ILll.IIJ1_111-jLJli.jll ll 1J1 L 1. 11 I ( __ -- --- --_ :- -- ----- --- I; LI Il lll _ IIlI_ lll�i I_L I .�_. i � I lJ l I I I - -------- -- - 1- - -- - - - - - - -- -- r -1- ---- - ------ -._.. --- -- CERTIFIED BY A `ILriecne Slrcppiry - _- - _ - __ . _ PROFESSIONAL 2x'C^Ridge /� �1 l' — _-- - i iii 2x6 Re`tzrs - tf"oc (".latch Exi5tiny 2x5 Ropers - 16"oc. {blotch Ex'stir ) 2x6 'afters - 16'°oc {,lcfch Existing) ♦.o I - - - - - CCX Roo(S7.alhing (Motel: Exi ting) xF Gal or lie G q" COX Roof Sheathing(hutch Exis`•?iq) - -- ---- Bol: Ice ccd 6'r'olar She'Ir,' Ice and '1'uter Shedd 2x4 Rader AF Acn ect inglrs ((. I I rzsfna) Brace 32"cc. CAF A°chi'ectuol Roof Shingles('dalcF F:istirg) -- -- oa _ , I 3 Ply 2x4 G!rdcr Henrl.crs 1X; / 2X4 Stmr peck C 3 Ply r220 CirJ:r Hcgtl is 2z4 Ridrt�Posts 32"oc. 2x10 Rafter plate t - - - - -- Tt- --- - - - g - - -- r - - -- -- _ - - - _ - _ i - P� Hurricane S:roppin5 (See Bm. Detoi) B _ t - - - - -- �-- — --- - - - -- -{ (2)1�"X Qp lUL crush f=m -- - J 1 n I.I n n n \� h n \ ---- --- -- T ,-' �-- --_-- --___.-- . . --- --_---- _-- -- ------- Existirr, 9,nuse 1x6 Ced1q: Joists 1x5 .Atei �arcas _ \11/ � New AJ`ition 2x8 Cc�linr t.isls °I'KOJECI: : , 2X6 /2X4 Strorgbnrk r Beam Detail Match Fxi;tirg Sc"it SIF HF(b1 D`TAI iFl HANGER A2C1 R_qo -- r= 1 Exterior Shcathr e r cz I t a ^m w/ Han Hanger C cre Ha se i;''cp orgt R}15 1r1ep Plpte She 1 c' I C3 ' g I New Master I •:�' 'C A20� b'ctch Exisliny V•iyl 5idi•,g ;" Shcalrock R t[TE Q- i Bathroom Cl. I l "x 52" I i9 ;Iarr Jo sls 16"ac. I 2x4 S'uds 15"ac. I ; F,;;; Ez x 51 L�1 Brx Beam I 2x4 S�oe U H �.. LEVATION I'r.ricane Strapping a" Oak Floor (Motch Exsting) I 3�0 _-- 2-21 Ins. 2x6 AGO Sill z GJX Sal:f oar I - -- == MIDDLETON ROAD SCALE: 1/4"= 1'-0" �' ACO F'ffer — -- - r -----------___ 2x8 ACO sill I — GREENPORT, NY, 11952 ,95 Rebar Pins F 24"oc. I 'x18" Anchor Holts - 32*o.-. I I I SCTM': #� 40-05-02 t3" CMU a, Poure:A FoondcOrn I NEW ADDITION I I DRAWING TITLE: 8"XIS" Con: Fonf'ng w'th (0)5 Rebcr the L.lk crc I I -y- 'I-!i IJULII , _l�_.� I�. ll•._ II 1' 'i_I .I I' Il I1 LLL LILIf�!al_' 11 '111_I.-i, ;;5 Rcbn' 14"ac. the S.W. I I 1 ED L-11-J, 1 I 1.111 11 1 1 LJLr (Mi^ 3'-C"Beiow Grade) I I �►S ® L .L. l Ll1 I�lLII Il ,ill l _ $ L1LLI L I J I I I T: II11TJ,11 -I ill JIJr� , 1 J,-Ill I ffl-. L`l., i _l l! I. li1� — — — r — - - - - - - - - - - -- _--- - -_ - — I !! 1-11 , !J� .l_ Ili. �' ill - - - - - - - - - -- - - -- - - - -�— -- - ITIS-1 1rT,77.�,I�II]-LTI�ilh?� t _I — - -. ��I - I� I itI IJ--d 111 L,I — -- - -_ ---- ! .li I`li_ii.,ll 1i-LllL Ali lel l ,!II'II11-11^.11-Lzr 1 yi_J�I _J_LIL 11 11 1! k - - I �T 11_�rt _1-- ----- -- — --- - ---- ELLJ' I� _ � J J,u I 1 I -- - __ _..e:= -- _ !�I L� _iL1.-.I ll- 11111 ;_Ll L LL .i11i1 i ._I .l _ ' - - _ I I I J.l_1 �.1LL 1. .11 l. ._11 � 1�_J J_��1 I_.I__-�.;.i L'l_!' I 1 L l - --- __- ----- :--- IL IIJLII Il 11 iT ! !' :I ; ,i l' I .I..: LLIiLJIJI_I. I --- -- - -- -- --- - - - L L1lL I _ 1 11 1 I. :I III. I __l .I_J NO-FES: PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF RE I i L IS IXED HFRETO. ______-_ — --- __. —--- - _-- (� COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO MELFULLST EXTENT OFFTHE LAW. CONTRACITORS SHALL vERIFY ALL - - --- -- —-- i -- - __ 1 FIELD CONDPONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOP'FIELD FIT. THE _ ____ _ _ WITHOUT F1 - PROTECTED UNDER FEDERAL B DESICN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DILE TO UNKNOKtd OR - I = ------ - _ ___ ___ I WRITTEN AUTHORIZATIONRALLCP AS AND DESIGNS ARE THESOLE PROPERTY OFA - - __ rB flu - E CS' --- - --- - '__-� -� _- � ________ ----i� _ ' - � .__ _il t --- I � KEHL DESIGN ASSOCIATES LLC. THE RIGI IT TO I UNFORF_SEEN FICID COhcD1T►ONS ANO GR ADDITIONS BASED UPGN COMMENTS NOi --, I �1 - BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACK,NOutEDGED AS REMSION TO THFSE PIANS. - --____ — -- _ - - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, V4TH WRITTEN PROOF OF PURCHASE. — -- -. - ---- SCALE: 1/4"= 1'-0" -- - - - 301 ,SEAL: DATE: - -- - - -_ NOVEMBER 30, 2020 _ _ - -- ... _ _ _ I:_, Acceptance of these drawings does not authorize the right to build without the outhorizafion � PROJECT- - J — --- -- ECT i of local governing agencies, such as Suffolk County Dept. of Health Services, Towr, Building - — --- - - - - - - --- — - - (j; 1078-2020 -- - - -- _ _--- Departments, FEMA, etc. Verify oil conditions, codes, and requirements with such �r ,r, ft, �.'' DRAWN BY: ents, DEC, F X' ---- - - ----- -- - —. - - - -- - - -- agencies Ion to canstructton. -- -- - _ - - =77* - -. .. -- ---- - - - - - - --- NECKED Y ' r °�,�+ t��,_ � BDK -- - ---------- - - - --- R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 °„ tit i'-CT NUMBER: r. - 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 — - --{ 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 �''xM. .�1b3 �> 04 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A20 ' �,"4; -...•r'�� '` R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. l -NO "RkTH ELEVATION! 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE: 1/4"= 1'-0" 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) © H&DERGN•ASSODATFSr ttc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 0 APP 0 ED AS NOTED p� DATE: .P.# SQ U RETAIN STORM WATER FF FEE: SLk ?,v PURSUANT TO CHAPTER 236 NOTIFY BUILDING _ PRTMENT AT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTrl,--!nN MUST BE COMPLETE F - D. ALL CONSTRUCTICN -ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EL.ECT'RICAL. DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DO NOT PROCEED WITH AS REQUIRED AND CONDITIONS OF FRAkfilING UNTIL SURVEIL OF FOUNDATION LOCATION ` U HAS BEEN APPROVED;a S �A ING BOARD S21ME.gL4;9WWTWEES N.Y.S.DEC _ -PLUMBING ALL PLUMBING WASTE &WATER LINES NEED OCCUPANCY OR TING BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBER CERTIFICr • ON LEAD CONTENT E'f F-(',-.'f Blower door CERTIFICATE OF OCC,,jf f:., and ductwork SOLDER USED IN sn 7- testing -testing required. SUPPLY SYSTEM CAP�IP4,_,r EkCEED 2110 OF ; �r l U L'l GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C C) KI T R A C T 0 R N 0 T E SGeneral Notes: 1 , GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ; r�Cl_."--, L�-1 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Fir/-arch SPF b t d t All 1. sus o e 2 or better, and all other structural wood to be Douglas Fir 2 or better. GENERAL NOTES: } !4 II - LI1{I II # g /- # 2• FIRE SAFETY: pp��ju��T �T T (� 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. i1lit1L DESIGN ASSOC1t�TE�J LLr 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, 1-IRE 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 & commercial design e consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING '✓YORK, 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, 1631143"-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. Southold,New York 11971 E-Mail: ssbn654(opto1,e.net G 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. Kehl Design Associates,LLC a formerly D A K Associotes,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. --: r /1 �� ;r r „<, 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. uwN' HIP & USE OF DOCUMENTS: 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 o: face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 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 inclidirg the a THE CONTRACTOR SHALL BE RESPONSIB_E FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented t 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 shell be OR DURING THE EXECUTION OF THE WORK. 3. DUST CONTROL: copied, disclosed to others or used in connect,c> 8. Design values: with any work or project other than for whic'r ; 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 cons�-n . 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, ELECTRICAL', ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUIUDING AREA BY MEANS OF TEMPORARY PARTITIONS OR a 7• Fb - 825 PSIt �� PLUMBING WORK SHALT_ BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. E THE DEPARTMENT OF 13UILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM TiIE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE I 8• a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRAN-JE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9 Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATESLLCNOTE 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 EMPLOYEESAS 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 Pli4CTICES 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, I_LC, 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, a GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM w!!;TFR I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE I 1 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTON OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/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. 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 NOT FOR ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TABLE 8301.5 - MINIMUM U'.: ORMLY DISTRIBUTED LIVE LOADS, DESIGN CRITERIA ____ � (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CO TRUC'1� NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE OCCUPANCY OR USE LIVE 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) - USE UKILE.S.- b 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 2.020 RESIDENTIAL CODE OF NEW YORK STATE ' USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. IE ' '�� METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. A'.IACHMENT SHALL BE DESIGNED TO RESIST THE T . UNINHABITABLE ATTICS WITH LIMITF"1, STOPAGEb'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HN A CAPACITY 1a �k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD :GOOF HEIGHT OF 45 FEET (13,728mm) OR LESS ' $ $ 1 y" :"A HABITABLE ATTICS AND ATTICS SER,'m EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED' FC -ACH CASE. E I ;i"'Z' RESIDENTIAL R-3 (SINGLE FAMILY) WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,� IS 180 MPH (290kps) OR LESS. N E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TABLE R301.2.1.2 WIND-BORN 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 RESIDENTIAL CODE OF NEW YORK STATE. _ TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 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, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf SQh 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 A''CORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 to 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT I EETS 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. �KOJEGT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROCAS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS1171 ' UNLIMITED AREA SLEEPING ROOMS 3o AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOW,NG STANDARDS ARE PERMITTED SUBJECT TO THE THE HIGHEST ROOF SURFACE Y4 INCH DIAMETER LAGSCREW- = AS PER CHAPTER 5 OF THE 3 STORY BASED ANCHOR WITH 2 16 16 16 - . AS PER TABLE 506.2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEN YORK STAIRS 40c INCH EMBEDMENT LENGTH STATE. _ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. ` r 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) ...a FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,,t anc a 45-foot mean roof height. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHO) FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 390 TOTAL HEIGHT FROM RIDGE TO GRADE 17'-1�" b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL 9E CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) MIDDLETON ROA c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 9 LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. -- GREENPORT NY 11k:%52 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ! ! ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF P y y y g NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS kS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH 2 AND BETTER ACCOMMODATING AN ASSUMED RECIANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, d. Where panel are attached e masonry or masonry stucco, the shall be attached using vibration resistent anchors # OR GREATER, WITHIN THE PLANE 0- THE TRUSSES, THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE 0: NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM. ## 40-05-02 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 !020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATF:T STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 84.02, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK `'' e. SEE SECTION R507.1 FOR DECKS A'TACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE e. Section R401 through R404 NEW CRAWL SPACE 120 sq. ft. f. GUARD IN-FILL COMPONENTS (AL1 -HOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS PER 2020 ENERGY FILLERS SHALL BE DESIGNED TO Vll-iSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section 8406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STA1= (2020 ECCCNYS), BASED NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TC 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CC4SERVATION 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 AFL THE PPO"ERTY 0." Ii, EX. ENCLOSED PORCH NA 9 UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BYCCMPONENT H 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS W111L PE NEW FIRST FLOOR 120 sq. ft. THE JOISTS AND RAFTERS IS 42 IN(;HES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CELNO WOOD MASS FLOOR gASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFYALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEP CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UTACTORb U-FACTOR FENESTRATION S-VALUE FRAME WALL WALL • RVALUE WALL R-VALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THF ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWGb,e RNALM ANAWEI R•vauE BDEPTH RNALUE +q NEW SECOND FLOOR NA NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING rnTTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMOSIONS DUE i0 UNKI:OWI OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COKINENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLI:D TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE NEW BALCONY NA 4 0.32 0.55 0.40 49 20 OR 13+.h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCH:DULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ARINE ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK ;SEAL: DATE: ; NA For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 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 a NOVEMBER 30, 2020_; 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-value specified in the table. 3 COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BONUS ROOM NA T; 1078-2020 -' 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the , . ,>. �t *, DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. ��, f..;,'" ,;interior of the basement wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT P 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD CHECKED BY: NEW DECK NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION, =f 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 NAALL 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 _ ----- -� SHEET (1UMBEf : Y~ 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, LLC. POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation �. 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 ASSEM3LIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFE:TI FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. 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 ASSUMEe authorization Of local governing D NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the agencies, such as Suffolk Count e (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 Dept. DOB NUMBER: I;I (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. © KEHbDFSIGN-A%0 T5,TIC g insulation is on the interior of the mass wall. d P / SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM DF / MTS20 LTS20 - TWO 8d NAILS THIS DOUG-FR LARCH SO. FINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS �,z LOAD • SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR e /• ® o ° AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT 133/160) 8dx1J" CODE 1 - - PLATES STUDS 133 160 ( --- ;i l�11 II III q N0. TO AVG ( REF. 8d NAILS °, r RAFTERS/ TO TO ULT. NAILS INTO TRUSS R ( ) ( ) F F2 133& - STU TRUSS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = SIMPSON = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 4a CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES y— residential & commercial design . consulting 1 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — e DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ARTJ'x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL P0.Box 1675 phone: (631(433-9"E4 MODEL GA AVG 2 CODE INTO ' '• • N0. MAX. CLEAR ULT. EFTA LFTA REF. PLATES o Oo o' Southold,New York 11971 E-Mali: $Sbn654CCptonlne.nef WIDTHSPAN L QTY DIA 1 " 2" 2}" 3, 31" 1�' 2" 21, 3" 3}" EIGHT--' o INTO AIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates.LLC 1205 1400 5, 44, 85 %/T / //,'Ui%% C,11 LFTA 16 2J" 17" 381"16-10d — 4200 STUD _ /��%. T/"`.."77/x/,.//. /.'..,%"/ ° OWNERSHIP & USE OF DOCUMLNIS: S 2 DOUG-FIR LARCH / SO. PINE FASTENERALLOWABLE UPLIFT LOADS o0 These drawings and specifications including the AVG 10d 1O x 1�" CODE MODEL L ULT. REF. LFTA ° i ideas, design and arrangements represented N0. 10d 10d x 1}" L S T A 2 1 therein, are the property of KEHL DESIGN (133 / 160) (133) (160) °° # ASSOCIATES, LLC. No part thereof shall be 0. Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 1!" 3116 1000 840 1000 3, 41, 128 DETAIL "I�" they have been prepared without written conser t. ARTsg'x12 0 0 LST20 20 12-10d 12-10d x 121" 2383 775 720 720 3, 41 QNW- DETAIL ''E" °° STU 5 — COUPLER NUT H DOUG-FIR-LARCH/ Equal number of °` SIMPSON SO. SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nall5 In o° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end NO. TION (100) (125) 160 ISimpson Strong-Tie • c; 515 645 670 CS16 ARTS"x12 LTP4 5 1 515 645 670 6, 39, 97 DETAIL "H" AF 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7,1(DF/SP) (133) HOEDOWN HOEDOWN ART 'x12 DEFLECTION DEFLECTION CODE MODEL STUD AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE N0. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE GA GA HB SB W H B SO CL DIA'.e DESIGN LOAD DESIGN op° QTY DIA 1i'• 2" 2j" 3" 34" 5}" LOAD WHEN SIRAISLL PEDTOFF ° o o HD2A 16 12 4a" 2}" 2 " 8" 2�" " 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 c 0 DEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MODEL , AVG OF / SP CODE W L STUD PLATE ULT. (133)2 (116 0) REF. SP4 3a" 71" -10d x 4' 2917 1 735 885 7, 40, 127 o } MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA yy L NAILS 100 R (133) (160) REF. �° ;WORK NOTES: LSTA21 20 13" 21 1 -1 d 905 1205 1295 7, 40, 90 0 0 N MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 PS SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. HD2A TAKE-UP WASHER 4 N0. (LENGTH EL() GA CUT LENGTH (TOTAL) (100) (133 / 160)2 OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-TieOT FOR CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES ONSTRI�CT�O� MODEL DIMENSIONS FASTENERS DN. D FIR H PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION C NO. GA W H B HEADERS JOISTS AVG UPLLIFT F FLOOR 100 SNOW 115 ROOF 125 CODE DETAIL "F ' C BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d I ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 CNW— USE UNLESS DETAIL 11111 COUPLER NUT r p HUS210-2 14 3J9{�' 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 ART8'x12 rj..— C E RTI F I E DOUG-FIR AR H IN WALOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE STU 8 i NO. GA (133/160) REF. SIMPSON PROFESS 1O '�� ULT. TO RAFTEF;S TO PLATES TO STUDS (133) (160) F FZ TO WASHER HGA10KT 14 4-SDS4"x'I4" 4-SDS "x3" 1523 435 435 1165 940 160 4 E i G 1 E E USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW_ SIDE OF TRUSS, COUPLER NUT S P 4 E jPROJECT: TOTAL FOUR o /• ® ] SE A MINIMUM OFd NAILS TWO 8 �� INTO TRUSS FNAILS THIS MTS 16 STU J. SID OTRUSS L S T A 21 SIMPSON ANCHOR BOLTS SIMPSON MTS 16 TOTAL FOUR �. J TAKE-UP WASHER 8d NAILS HD2A LSTA�1 Strong-Tie INTO TRUSS HUS 210-2 TWO o Ft B AIL TO PLATES 390 EIGHT INTO L ® = MIDDLETON ROAD TWO o 8d IN INTO INTO f1 /t STUD Simpson Strong-Tie PLATES °�o DETAIL A I i EIGH GREENPORT, NY, 11 Cl�2 H7 8 TO AIL ,o ® DETAIL "D" DETAIL "G'j DETAIL fr Jrl STUD Simpson Strong-Tie H7 N LFTA Simpson Strong-Tie DETAIL L ° RC]D SYSTEM rl rf SCTM: # 40-05-02 EFTA DRAWING TITLE: LFTA Ridge Strapping L S T A 30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 13'• THROUGH ROOF ,st FLOOR ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS I ' 1'-D" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 / ROOF DRAINAGE 2.. ROOF AREA = 120 sq/ft .• 3.. 2„ CALCULATIONS AND LTP4 3.. H 3" V = A x R x C PLUMBING RISER DIAGRAW am BATHROW ER BATHROOM KMNEN A = 120 sq ft t • I LTP4 3 2 3' 2 2 R = 2" RAINFALL = .17 ft 1111 It C = COEFF. = LO LTP4 n.. NOTES: -. FLOOR 2„ 1.t FLOOR V = 120 x 1 X .166667 = 20 O.F. ` THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Cr " " " C.O THE u DETAIL "C" 22" 22 23 3 ' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRNGFMENTS WLL BE Simpson Strong-Tie 3„ 3.. w PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL % 20 / 42.25 VERTICAL FT, / FT = .5 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping ABOVE GRADE 4" F.A. VENT 6'• 2 USE (1) 8 DIA. POOL 2 -0 DEEP = 2 V.F. a DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR WMISIONS DUE TO UNKII7',N OR •• LTP4 0 0 C.0, 4�.0. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON 0,1YEIJTS NOT Detail 2., ut>toRr 3., 4" al TO SCWA APPROVED oR Simpson Strong—Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ROOM HOUSE SEWERAGE SYSTEM Floor—to—Floor Connections TRAP 20 / 12.58 VERTICAL FT. / FT = 1.6 V.F. SEAL: DATE: s 7 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY FLOOR BASEMENT FLOOR USE (1) 4' DIA. POOL 2' DEEP = 2 V.F. NOVEMBER 30, 2020 PROJECT N0: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING RISER DIAGRAM (NTS) POOLS TO BE PLACED ON OPPOSITE SIDE OF - ,,, i _ 1078-2020 DRAWN BY: NO SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO ��' BDK All gaming hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ,�`` " " "' :;';- "; 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 POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC i - `SET NUMBEI.: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . .� 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 ) '0 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, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and void, and will result in the installer/contractor assuming responsibility for the design and R301,1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. performance of 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 DOLL NUM6L - ur USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1 L HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL g 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) BE DIVERTED TO EACH POOL. © KEHI:DESIGN•ASSOCIATES, ❑c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROVIDE HURRICANE STRAPPING IN } '` Ipri ( FIi1 t ��I� j ACCORDANCE WITH THE PROVIDE HURRICANE STRAPPING IN PROVIDE HURRICANE STRAPPING IN ;,, Lt1. 2020 RESIDENTIAL CODES ACCORDANCE WITH THE ACCORDANCE WITH THE 2020 RESIDENTIAL CODES 2020 RESIDENTIAL CODES KEHL DESIGN ASSOCIATES, � OF NEW YORK STATE. OF NEW YORK STATE. OF NEW YORK STATE. c, residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTINGALINE WITH FLOORS IN EXISTING ALINE WITH FLOORS IN EXISTING P0,Box 1675 phone: (631)433-9004 HOUSE. HOUSE. HOUSE. Southold,New York 11971 E-Moll: ssbn654Eoplonline.nel Kehl Design Associates,LLC m formedy D A K Associates,LLC ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE (2)1334"X 9Y" LVL UNLESS (2)1%"X 9Y" LVL UNLESS (2)13/"X 9%" LVL UNLESS OWNERSHIP & USE GF DOCUMENTS: OTHERWISE NOTED OTHERWISE NOTED OTHERWISE NOTED These drawings and specifications including the ideas, design and arrangements represented OTE: VERIFY ALL DIMEIISIONS therein, are the property of KEHL DESIGN NOTE: VERIFY ALL DIMENSIONS NOTE: VERIFY ALL DIMENSIONS ASSOCIATES, LLC. No part thereof shall be INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION INSURE WALLS OF NEW ADDITION copied, disclosed to others or used in connectl�n LINE-UP WITH WALLS IN HOUSE. LINE-UP WITH WALLS IN HOUSE. C� LINE-UP WITH WALLS IN HOUSE. with any work or project other than for which they have been prepared without written consent. s NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER AS PER REV: THE 2020 RESIDENTIAL THE 2020 RESIDENTIALBedroom THE 2020 RESIDENTIAL CODES OF CODES OF CODES OF NEW YORK STATE. NEW YORK STATE. NEW YORK STATE. SD � x -0" ; J o SD Nr . SD CO. -2" Detector o '-5Y' N 9 New Ma ter T Bathroo WORK NOTES: CN _ z W -�„ Bathroom o2 11'-aY2" NOT FOR E . 2L4"X 9" LVL Flush Bn — — _ CONS 1 RUC i Beam DeWil _ 5 Rebor Pins 24"oc. "+ A 1 ---"'#/ — — Existing Bilco Al A w/'anger aster Cl.cc A I_ 11 N L E� 8"x16" Conc actin with Crawl Stairwell II �1-0 Bedroom �,� ' g ��` CERTIFIED BYE-. (3)fib Rebar the L.W. and o 4 -0" o -0" 1'-0' 2x8 Ceiling Joists 16 cc. v F q #5 Rebar 4"oc. the S.W. Space 0 12'-5" 2' 0" PRO��ESSIOhi►L 4" P.C. Slab Sitting EPPIG�NEE r :. " CMU or cured Foundation x x �--. � _ � C�. over Vapor = Lower Wall to Beneolh _ Room ; B Barrier Window Sill B B ""' ' g'x nchor Bolts - 32"oc. — — — 1 r2 ,� 1 (2)14"X74"LVL Hdr. (2)14"X 74" LVL Hdr. (2)14"X 7y" LVL Hdr. CW14L KIIII (2)2x8 ACQ Girder I_._ ' �' PSW61611R 12" Conc, Filled Sono Tube 1_ o - '-W 1 Y► o � (Min. 3'-0" Below Final Grade o 8"x18" Anchor Bolt 44 Simpson Post Anchor— 44 ACQ Post 4 6x6 ACQ R taining Wall ` �17 �► 6 ACQ Retaining Wall I !i -4" � 12" Conc. Filled Sona Tube ' , 4 � (Min. 3'-0" Below Final Grade) 3'-3" 3'-3 2'-2" 2'-2" 1'-10Y�+ C Base of Stairs to Rest on Fig. Ovide Aluminu over 4'-4" IL A 10'-11Y" 4'-OY" �`�` '-0" '-1lN '-�' 5'-0" 15'-0" 14'-5" J D ...✓ M� x 390 1" v MIDDL.ETON ROAD { GREENF'ORT, NY, 1 i X552 SCTNI: # 40-05-02 p'DRAWING TITLE: FOUNDATION PLAN FIRST FLOOR PLAN scare: '-a -oN � � ,� � PLANS AS NOTED Existing Structure Sca1e:a = V Existing Structure k WEE, New Structure New Structure NOTES: s" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ,',LL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, ME WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN UR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COM6IENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ..—..�. SEAL: DATE: �k NOVEMBER 30, 2020 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT No: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1078-2020 s Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DRAWN BY: agencies prior to construction. BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 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 I 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 Al g '" CONSTRUCTED A� PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. = ,J 1 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: (---07F— USED OrUSED IN CONJU CTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 4 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) ® KEEDERGN"ASSOM11S,►� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Y NEW ADDITION EMIL- Hurricane Strapping - Ridge Vent 2x10 Ridge KEHL DERO ASSOCIATES, LLQ 2x6 Rafters - 16"oc. (Match Exist2x6 Rafters - 16°oc. (Match Existing) residential & commercial design . consulting 4" CDX Roof Sheathing (Match Existing) x6 C II r Tie 4" CDX Roof Sheathing (Match Existing) II Ice and Water Sheild Ice and Water Sheild GAF ArchitectuallRoof Shingles (Match Existing) GAF Archi?ectuol Roof Shingles (Match Ekisting) PO.Box 1675 phone, (631)433-9084 2x4 Ridge Posts 32"oc. 2x'0 Rafter Plate I Sou-hold,New York 11971 E-Mail: ssbn6541,c-�c#on1in1.,,ne1 I g pp Hurricane StrainI I 2x4 Rafter Brace 32"oc. w Kehl Design Associates LLC e formerly D A K Associates.LLC OWNERSHIP & USE-OF DOCUMENTS: -_ 1x6 Azek Fascia's 2x8 Ceiling Joist 16"oc. These drawings and specifications including th( Match Existing Soffit (2)2x4 Top Plate I I R-49 Ins. I I i I ideas, design and arrangements represented therein, are the property of KEHL DESI3N — -"" — "-- -- Exterior Sheathing Sheetrock ) I Z' Sheetrock I ( I I ASSOCIATES, LLC. No 9 part thereof shall be J Grace House Wrap or Equal R-15 Ins. I I I I copied, disclosed to others or used in connection I I ( I I I I I with any work or project other than for which Match Existing Vinyl Siding i I New Master I I Hall I I Cl. I I I I Cl. they have been prep Dred without written consent. 5 Bathroom 1J"x 51" LVL Floor Joists 16"oc. I I 20 StudsUlloc. -= 14"x 52" LVL Boz Beam I 2x4 Shoe I I I I IIII REQ: Hurricane Stra in 4" Oak I'll (Match Existing) I I I I I I PP 9 /P '7D stI I R-21 Ins. --"- 2x6 ACO Sill 4Su f or s ' ACO Filler 2x8 ACO Sill I 14"z 52" LVL Floor Joists 16"oc. II r Existing Bilco 4" PC Slab Stairwell I WZ Poly Vapor Barrier Converted to New Egress Window Access II � WEST ELEVATION- SCALE: 1/4"= 1'-0" 4 M WORK NOTES: CROSS SECTION rA L-1[ I LIU SCALE: 1/4"= 1'-0" `�O f Iul I I (� II II � II III II I ISI I I ILH II I��II ILIf_I ILH LLLL NOT FOR II IL111111. y -iLLILI Y 1JLLL11 i J LJ II II I I 11"111J�L_L1J1_ I �/OTR�C �ili" Y J�II II II II III II lul �u IIII �L (J II ILn lul II lul lu USE U LE•S IIII I 11111III 11111IHillll � I I I h _111LIIS lul I CERTIFIED BY , Hurricane Strapping 'RO —ESSIO .L.:Ridge Vent 3 2x10 Ridge E��IGIEE 2x6 Rafters - 16"oc. (Match Existing)=. .r. 2x6 Rafters - 16"oc. (Match Existing) 2x6 Rafters - 16"oc. Q4nfch Existing) III — _ 4" CDX Roof Sheathing (Match Existing) x6 Collar Tie 4'' CDX Roof Slcct'urg (Match Existing) -- �J g' Boll Ice and Water Sheild 2x4 Rafter Ice and Water heild GAF Architectual Roof Shingles (Match Existing) Brace 32"oc. GAF Archiie.tual Roof Shingles (Match E)sting) s -__ 3 Ply 2x4 Girder Hangers 'II 2X6 / 2X4 Strongback 3 Ply 2x4 Girder Hangers � 2x4 Ridge Posts 32"oc. 2z1C Rafter Plate �I (2;14"X 9�" LVL Flush Bm. f " Bolt Hurricane Strapping (See Bm. Detail) ° - (2)14"X 92 LVL Flush Bm. I I 1 — Existing House 2x6 Ceilin Jaisfs 1x6 Azek Fascia's n n\ayLI In In In In In PROJECT: New Addition 2x8 Ceiling joists 2X6 /2X4 Strongback Match Existing Soffit SEE BEAM DETAIL W HANGER A201 R-49 Ins. Beam Detail e 9 (2)2x4 To Plate heetrock ` 5" Exterior Sheathin ( ) p w/ Hander Grace House Wrap or Equal R-15 Ins. ,� Match Existing Vinyl Siding 21" Sheetrock New Master Cl. r r AZO t Bathroom ,,—� y, l2x4 Studs 16'oc. 14 x 5g„ LVL Floor Joists 16"DIC, 14"x 5z” LVL Box Beam 2x4 Shoe SOUTH ELEVATION Hurricane Stra in a" Oak Floor (Match Existing) 390 pp 9 1-21 Ins. 2x6 ACO Sill 4" CDX Subfloor SCALE: 1/4"= 1'-0" 7" ACO Filler MIDDLETON ROAD 2x8 AGO Sill GREENPORT NY I T uv2 2)1 #5 Hdr #5 Rebar Pins @ 24"oc. NEW ADDITION 8"x18" Anchor Bolts - 32'oc. SCTM. # 40-05-02 8" CMU or Poured Foundation 8"x16" Conc Footing with CW14L 'DRAWING TITLE: (3)#5 Rebar the L.W. and #5 Rebar 24"oc. the S.W. (Min. 3'-0" Below Grade) a _1-L J AS NOTED 5 �I jl — II I II II LI e"x16" Conc Footing with -- (3)#5 Rebar the L.W. and #5 Rebar 24"oc. the S.W. (Min. S-O" Below Grade) 4 NOTES: IIII THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL HE © COPYRIGHT 2020 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PRosEcurED To THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL t ROSS SECTIO I V PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE soLEr RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO JNKIIOw1: OR C_— --� IF] WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. — SCALE: 1/4"= 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ._ ..Y.. F SEAL: DA�301TE: NOVEMBER 30, 2020 ) Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1078-2020 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DRAWN BY: —= agencies prior to construction. BDK -- CHECKED BY: i R301 DESIGN CRIIERIA, AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 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 COMPLETE LOAD PAT-4 THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURESA 2 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. - a '"'` '�.,' R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN ISDOB NUMBER: OF NORTH ELEVATION USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE: 1/4"= 1'-0" 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ® MDESIGN•AS 0 IFS,ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) "