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HomeMy WebLinkAbout47667-Z Zram=- Town of Southold 5/17/2023 yk P.O.Box 1179 H T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44109 Date: 5/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 West Ln., Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2022 pursuant to which Building Permit No. 47667 dated 4/11/2022 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: addition and alteration to existing single family dwelling as applied for. The certificate is issued to Kram Family Trust I of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47667 4/28/2023 PLUMBERS CERTIFICATION DATED 5/4/2023 Geqrge Berry J uth riz d ignature - SUEF TOWN OF SOUTHOLD BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE oy • oar 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#: 47667 Date: 4/11/2022 Permission is hereby granted to: Kram Family Trust c/o Steven Kram 11499 Bellagio Rd Los Angeles, CA 90049 To: Construct addition and alteration to existing single family dwelling as applied for, with flood permit. Additional certification may be required. At premises located at: 100 West Ln., Southold SCTM #473889 Sec/Block/Lot# 88.-6-12 Pursuant to application dated 2/17/2022 and approved by the Building Inspector. To expire on 10/11/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,040.80 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,190.80 Building Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin(a-town.southold.ny.us Southold,NY 11971-0959 �Q Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kram Family Trust Address: 100 West Ln city:Southold st: Ny zip: 11971 Building Permit#: 47667 Section: 88 Block: 6 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor' X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 55 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 10 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 52 CO2 Detectors 3 Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 40 4'LED Exit Fixtures E] Sump Pump Other Equipment: Garbagwe Disposal, Warming Drawer, Fridge, Oven, DW, Micro, Hood, Awning Moto Instant Hot, 100A Sub 30 Circuit/24 Used Notes: Two Story Addition Inspector Signature: Date: April 28, 2023 S. Devlin-Cert Electrical Compliance Form �pF SOU,ry . Town Hall Annex ;� j Telepl (631)765-1802 54375 Main RoadMAv 0 4 ^o^q Flax(631)765-9502 n Y C GJ P.O.Box 1179 � � � :� � Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: I Building Permit No. Owner• 9I L (Please print) Plumber: ( ifDV` 2 ,I—' lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbe i re) Sworn to before me this day of /N fes, 20 J3 OWAPA 28W= Notary Public, S0 4D 1fe CougtyQU0,S Suffolk Coo U 7 Wwdsft EWe3 S*30.;L325 � i OP SOUtyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [r ING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS: J w 0 ea DATEINSPECTOR aoe soulyo} TOWN OF.SOUTHOLD BUILDING DEPT. �ycouffm 631-765-1802 INSPEC ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i Al SUPA4 aos�tvtx ,)- ' 1�df LIZ I IrA, DATE INSPECTOR �ALQ�efl)A A OEsoOlyolo 1-7 7 /00 W�S�l Ln # # TOWN OF SOUTHOLD BUILDING DEPT. `�couHr+N�' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 1 Z INSPECTOR �__ TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' on � IL CM^ADATE l0 uV12 INSPECTOR UE SOGIy°�o 06 7 l 0 Vr # # TOWN`-OF SOUTHOLD BUILDING DEPT. courm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 7777 t & r t-&_Cy A!t 2 D7 b-I&A) f N j5 Lx c� f DATE Ci ? INSPECTOR y, pF SO(/l�°lo * TOWN OF SOUTHOLD BUILDING DEPT. 100um, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O [ YRENTAL REMARKS: t nY �TAI 40 6"' CZ) �-r-k% S.;-'t�-, . DATE INSPECTOR %44 ` 37:. � •�y�. �. ,: • ;,. �i {k - 1 S ' 1 � •�r. t.= t- ,'.! 1 . FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ J �c FOUNDATION (2ND) O H 00 ROUGH FRAMING& $ Uh ro S e PLUMBING f LA r INSULATION PER N.Y. STATE ENERGY CODE Al FINAL ADDITIONAL COMMENTS c S� o 02 G rc C O � � z Q ro z y x d ro H . . 5. SufFait . +±� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 • a°�' Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownn�.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO.. Building Inspect or: is F E g 1 7 2022 ,Applicationsand formsmust be filed out in their entiretjr:.lncomplete BUILDING DEr appfications'will not be accepted: Where the Applicant Is not the owner,an. TOWN OF SOUTHOLD Owner's.Authorization.form(Page 2)shall.be completed. Date: Jan 31, 2022 OWNER(S).OF:PROPERTY: Name: Steven H. Kram _ TSICT"1000-88-6-12 Project Address: 2 Sunset Lane a/k/a 100 West Lane Phone#:1310-88076000 Email: steve@kram1.com Mailing Address:11499 Bellagio Road, Los Angeles, CA 90049 CONTACT PERSON:' Name: Jason Leonard, JCL Construction Mailing Address: 705 Tuthill Rd, Extension, Southold,_ NY 11971 Phone#:1631-765-1910 _ Email: jason@j asoncleonardinc.com DESIGN PROFESSIONAL INFORMATIOM - Name: DXA studio Architecture PLLC Mailing Address: 1945 Bayview Avenue, Mattituck, NY 11952 Phone# 212-874-0567 Ema�e as@dxastudio.com CONTRACTOR INFORMATION: Name: x746 � 1, �dY�� i Ael%o Jason Leonard, Mailing Address: 705 Tuthill Rd, Extension Phone#:1631-765-1910 Email: jason@jasoncleonardinc.com. DESCRIPTION OF PROPOSED,CONSTRUCTION ❑New Structure .®Addition ❑Alteration ❑Repair. ❑Demolition Estimated Cost f Project: ❑Other $ yL Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No / 1 PROPERTY INFORMATION Existing use of property: Residential._ Intended use of property: Residential_ .. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. B'Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town.Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of.buildings, additions,alterations or for removal or demolition as herein described.The-applicant agrees to comply with all,applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on.premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law: Application Submitted By(pri name): I@Authorized Agent ❑Owner Signature of Applicant: Date: 1/31/22 1, STATE OF NEW YORK) \ SS: \ COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of,individual signing,contract)above named, (S)he is the�,2rd •` (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Sfi day of 5anuaru '2031 Notary Public TRACEY L. WYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY. �1 (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2fJ�o` ,-Steven K Kram residing at 2 Sunset Lane, Southold, NY do hereby authorize Jason Leonard to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1 /31/22 Owner's Signature Date Steven H. Kram Print Owner's Name 2 �oS�fFn�x� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 htlps://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: FIRM Panel: SCTM#1000- Address: AD City: b� Zip: CONTACT PERSON: ,:' Name: ,, LLs vti Phone#: 422 f ,- �-�j73 Mailing Address: �0 � ' �v c�O� 1 C 7/ PROJECT D.ESCRIPTION:; w SECTION A:STRUCTURAL DEVELOPMENT.(CHECKALLTHAT APPLY) ... Type-of Structure Type of;Structural Activity Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park 'SECTION B:OTHER.D'EVELOP,"MENT(CHECK ALL.THAT APPLY),. " `• ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below.)agree•to thIe terms and 1.conditions of this.permit and certify to th'e.best,of.my knowledge the"information contained in this application is true and accurate. l,understand'that,no work may start-until a.permit is issued.The'pe-rmit-may be revoked if:any falsestatements are made herein..lf."revoked,all work must cease until permit'is re -issued.'Development shall not be'used or occupied, until a Cert:of Compliance is`.issued.The permit;will expire;if no work is commenced:within.one year of issuance.Other permits maybe required'to fulfill.reguNtory.requirenients.Applicant gives consent to local authority or representative to make.reasonable.inspections to verify compliance. Application Submit d By(print name): Signature of Ap icant: Date: l� �2 a Ntl FEB L 2 2022 x ... 43375 Rt. 48 BUIL N,4 c, Suite 5 TOWN OF SOUTHOLD Phone (631) 765-1910 P.O. Box 1528 �, ;���� , �N��� ��' , Fax (631) 765-2453 Southold,NY 11971 License 29, 712 HI Jason@jasoncleonardinc.com �, '° � `m,��p°" "'� Jasoncleonardinc.com I-L-i 11111'1rtlI N I J' A Jason C. Leonard,Inc. 2/22/22 To: Southold Town Building Department Re: Kram residence 2 Sunset Lane Southold, IVY 11971 Please find attached documentation to be added to our permit application. 1. Appraisal by Peconic Appraisals, Inc.summarizing "as is" market value of existing improvements. 2. List of items not necessary for"second floor construction" and adjusted cost per square foot showing new construction at 46.75%of depreciated valuation of existing improvements. 3. Architects certification of above construction costs. Thank ou, ason C Leonar PECONIC APPRAISALS, INC., Thomas G. Padden, Certified Appraiser 517 Sterling Place, Greenport, NY 11944 888-843-4141 Fax:866-728-7608 December 13, 2021 TO: Steve Kram 2 Sunset Lane Southold NY 11971 RE: Appraisal of 2 Sunset Lane, Southold NY 11971 Tax Lot No. District 1000, Section 88, Block 6, Lot 12 Dear Mr. Kram: Pleasefind below a summary of the market value of the existing improvements. The improvement costs are derived using the Marshall and Swift Tables. The replacement cost for the existing first floor is calculated at $392.91/sf which is consistent with local contractor estimates. "As Is" Existing Market Value of Improvements Depreciated "As Is".Value of Improvements $629,990 Value of Existing Improvements Sq. Ft. Cost/Sq. Ft. Est. Cost of Improvements 1850 $392.91 $726,884 Less 13.3% depreciation (8yr/60yrLife) 96,894 "As Is" Market Value $629,990 ($340.53/sf) In addition, please find page three from the (URAR) Uniform Residential Appraisal Report indicating the cost approach for existing improvements. The cost analysis summary from Marshal and Swift is also included for each. i. • 4 The full appraisal is to follow utilizing the above cost analysis in the cost approach to value. Sincerely, Thomas G. Padden, President NYS 4500044037 t i Building Sketch Borrower Props Address 2 Sunset Ln City Southold Couray State NY Zip COdr; 11971 Lender/Client E 24.25' Uncovered Wood Deck [478.51 Sq ft] 25.5' 12,33' �'- 37.42' m Bedroom Bedroom Bath_ Dining Living .. .. Co - •qr Co Bath First Floor w TO [1849.52 Sq ft] Laundry Bedroom Kitchen Bath 13.1' Library/Study'o Covered Pch °i 51.23 [91.15 Sq ft] °= 15,1' 13'.1 20' N 2 Car Detached o [400 Sq ft] 20' mrnl ekd&,by a la and-,me Area Calculations Summa itvi�y Afire.:' -. _ .. -- - _LL. - . _- _ ___ -_. Cul�ulagon Details � - • _ Plrst Floor 1849.52 5q it 4 15.1 x 7.57 =115.92 27.63 x 16.5E=461.42 24.63 x 37.42=929.14 1233 x 27.83=343.14 Total uving Area(Rounded)t 2 Car Detached 4010 Sq ft 20 x 20 = 400 Uncovered wood Deck 478.515q it 13 x 1233 =160.79 11.92.11 —131.12 37.42-5 — 19.1 Covered Pch 91.15 sq R 13,1 x 6.96 — 91.15 Form SKULDSKI-'TOTAL"appraisal software by a la mode,!no.-1-800-ALAMODE o Uniform Residential Appraisal Report File# pOST APPROACH TONALUE(6t requfredb;FannW Mae), Provide adequate imormalton for the lender/client to mplieato lho below cost figures and catculations. Sup art for the opinion of site value(summary of comparable land sales or other methods for astimating site value) ESTIMATED REPRODUCTION OR 0 REPLACEMENT COST14EW OPINION OF SITE VALUE ____________________________________ =S Source of cost data Marshall&Swift SwiftEstimator DWELLING 1,850 Sq.Ft.@$ 392.91 _______ _$ 726,884 : Quality fatifill from cost service Very Goc Effective date of cost data DEC 2021 0 SOL @$ _ =S Commeofs an Cost Approach gross living area calculatlons,depreclation,etc. _$ ® See Data Ent Report for cletails. Garage/Carport Sq,R.@$ __ ___ =S Total Estimate of Cost-New =S 726,884 Less Physical Immoral External Depreciation 06,8941 =$( 96,894) Depreciated Cost of Improvements __ 5 629 990 "As-is"Value of Sitelmoinvemems -------- -------------------=S "As s"=ciradinct.landscaping,mAng,utility,septic Estimated Remaining Economic Lffe(HUD and VA only) 62 Years INDICATED VALUE BY COST APPROACH _S 629,990 ' INCOh1E=APP.ROAGH TO:VALUE'(riofiequiretl by F.aoNe,Mas) ` Estimated Monthly Market Rent$ X Gross Rent Mutti uer =5 Indicated Value by Income Approach Summary of Income Approach including sup ort for market rem and GRM PROJECT,INFORMATION FOR P..UDs(if oppfi*16) Is the developer/builder in control of the Homeowners'Association(HOA)? 0 Yes Ll No Unit type(s} M Detached ❑Attached Provide the following information for FUDs ONLY if the developerlbuilder is in control of the HOA and the subject property is an aftached dwelling unit. Legal Name of Project Total number of phases Total number of units Total number of units sold Total number of units rented Total number of unils for sale Data source(s) Was the prosect created by the conversion of existing building(s)into a PUD? Yes ❑No If Yes,date of conversion. n Does the project contain any mfitt'I-dwelling units? ❑Yes ❑No Data Source Are the units,common elements,and recreation fadMes complete? Yes No If No,describe the status of completion. Are the common elements leased to or by the Hameowners'Assoclabon? Yes No if Yes,describe the rental terms and options. Describe common elements and recreational laciliges. Freddie Mac Form 70 March 2005 UAB Version 9/2011 Page 3 of 6 Fannie Mae Form 1004 March 2005 Form 1004UAD-°TOTAL°appraisal sohware by a la made,!no,-1-800-ALAMODE s , Data Entry Report, Borrower Property Address 2 Sunset Ln CITY Southold County State NY Zip Code 11971 Lender/Client J xsrk. Data Entry Report s,.lit=�St,nta:�r Property Address 2 Sunset Ln,Southold,NY-11971, Reference#864643 Building Characteristics N.of Stories One Story 100% Total Floor Area 1850 sq.ft. M&S Quality 5.0(VeryGood) Improvements Foundation* Gxt, artnO Baths' Crawlspace 100% Exterlor Walls Frame,SidingiShingle 100% Full Baths 3 count Roofing Composition Shingle 100 Q6 HVAC Garanes 1 Carport_ Forced Air Furnace 10G% Detached Garage 400 sq.ft. Refrigerated Air using Heating 100% Ducts �'yam^^as.-..-,..,.,-�..;•_.;.,,...v;` .... _ Suild)no Depreciation Marshall&Swift Tables Effective Age 8 years Typical Life 60 years Adjustments Loral Multiplier 2,00, Energy Adjustment Moderate(Default) Seismic Adjustment Zone2(Default) Architects Fee% 5.80(Default) Foundation Adjustment Moderate(Default) Wind Adjustment Wind Adjustment(Default) Report Date 1212021 Hillside Adjustment Fiat(Default) Story Height 8 ft(Default) Marshall&Swift's indicated value by cost approach can be verified at htlW/alamGde.sWiftesfimator.com/AlamodeTateUvetffy Verification Code:737001J5V This report has been produced utilizing current cost data and is in compliance.with the Marshall &Swift Licensed User Certificate. ) Form SCNLGH-'TOTAL"appraisal software by a la mode,ino.-1-800-ALAMODE 43375 Rt. 48 Suite 5 �.,� Phone (631) 765-1910 P.O. Box 1528 `; A Fax (631) 765-2453 Southold,NY 11971 License 29, 712 HI Jason@jasoncleonardinc.com Jasoncleonardinc.com Jason C. Leonard,Inc. Kram residence: Excavation & backfill: $ 8,500.00=$4.60/ft. Drywells: $ 5,400.00=$ 2.92/ft. Septic system: $ 8,000.00=$4.33/ft. First floor foundation: $25,200.00=$13.63/ft. Bathrooms x2: $40,000.00=$21.63/ft Kitchen:$50,000.00=27.03/ft. Exterior sliding glass doors: 14,000.00=$7.56/ft. Electric Service:$ 3,500.00=$ 1.90/ft Fireplace: $8,500.00=4.60/ft. TOTAL$ 88.20/FT. $ 340.53 depreciated value/sq.ft. of existing improvements. -$ 88.20 $252.33/sq.ft.second floor addition cost/sq.ft. X 969SQ FT $ 244,507.00 +$ 50.000.00 New kitchen 294,507.00 Total construction cost. 46.75%of depreciated value. ($629,990.00) DXA studio 1945 Bayview Avenue Mattituck, 11952 T 212 874 055 67 te4 dxastudioxom PROJECT Kram Residence DATE PREPARED December 20,2021 PROJECT NUMBER 21.42 PREPARED BY AS RE:Kram Residence,100 West Lane;aka 2 Sunset Lane Suffolk County Tax Map#1000-88-6-12 Dear Mr.Verity, Mr.Steve Kram contracted my studio as the Design Architect,and Architect of Record for the addition/renovation of his home,located at 2 Sunset Lane in Southold,NY.We have extensive experience in the region and are very familiar with costs associated with these type of building projects. I have reviewed the information provided by Mr.Jason Leonard of JCL Construction,the local contractor advising Mr. Kram. I can confirm that the listed scopes of work, itemized in the letter,should not apply to the construction of the 2nd floor.Therefore,I do believe that it is appropriate to deduct each of these scope items from the depreciated value per square foot($/sf)of the existing structure when applying it to the addition of a second floor.Additionally, I can confirm that the costs associated with each of the listed scope items do represent their fair market value,and that the estimated total cost for the project,including the addition of the 2nd floor and the relocation/renovation of the kitchen does represent reasonable estimated cost for the project. Please do not hesitate to contact us should you require any additional information or clarification regardingthis matter. Thank you and regards, ED ARpAULO �Cpm(n N9T 32478 yO�r FOF NE`s Jordan Rogove DXA studio 1945 Bayview Avenue Mattituck,NY 11952 T 212.874.0567 www.dxastudio.com } .,kew"Ydrk State Department of.Envir�nxnentai C.onserva#ion t�ivision of Environmental.Permits,.Region-One Building.40-SUNY; Stony Brook, New.York 1:1790-2356 .:Phone: (516) 444036.5• FAX: (516) 444=0360 ED20O3 in M:Crotty LET.-TER OF NON JURISDICTION-�'IDAf. NDSMarch 28, Steven Kram j 11499 Bellagio Road, Los Angeles, California 90049 Dear-Mr-Kram,' RE::SCTNt.100O.-886-.12. 2.Sunset Lane Southold New.York F ; Based`oq the.fnformation yob have submifted all:uplandafeas landward of the existing fu0c#ionit%rri{ r`buliti�ead aTe.l�eyotld the jurisdiction 6fParf 661(Tidal-Wetland; Survey,t C Ehlers dated 3/28/03) i Therefore;in. -dance the current Tidal Wetlands Regulations (6N1'CRR,Part 601,5.4.060101 t is;re'quired;fot�regulated activities landward of the functional timber °buil�iead•:: 'lease.be advised, howevor,#hat na cbristruction, sedimentation, or disturbance'.of any kind.m'ay tak.6 place seaward of the tidal wetlands jurisdictional boWtidary;,as;inclicaed abve,withouf a:perm#: it is your responsif�ility to ensure that all .016c 46h6 are.t }cen to,pre�•ent arty s.. imentatibn o' ofhar alteration of.distu�-banc� to'tho ground surface.ori'egetatibn:wi#hin Tidat'Wetlands:jurisdiction which.may result from.y. pro."xt. Such.prec�!ufiions.may include main#airing adequate work area 6etreentiedaT:wejlarid•juridi�ctorial tit�tinda�7i and you project(i.e: a 15'to 20'wide construction:aro 'or::aractio a tern.ora. :.fefroe, barrier, or hale ba berm. ) 9 p rY y .Please.be.further'advised.that this.letter does.not,.relieve you of the responsibility!of ijbtafhing�any necessary'p rrrtits or approvals from other agencies. Very-truly yours, Charles T Hamilton Permit Administrator ' cc: BMHP file O 4410 f rs&JV1U J�,r ,•,1S�FF COG BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Ca 'x` Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-D-southoldtownny.pov- seand(@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9/9/2022 Company Name: Paul Bums Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pbumsll06@gmaii.com Elec. Phone No: 631-365-4735 0 1 request an email copy of Certificate of Compliance Elec.Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Kram Address: 100 West Lane Southold Cross Street: Sunset Lane Phone No.: Bldg.Permit#: 47667 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring addition Square Footage: 11600 Circle All That Apply: Is job ready for inspection?: Ft'/] YES❑NO ❑✓ Rough In Final Do you need a Temp Certificate?: E] YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect ✓Service Reconnect DUnderground DOverhead #Underground Laterals 1 2 H Frame M Pole Work done on Service? Ely ✓N Additional Information: 1hPAYMENT DUE WITH APPLICATION 12 2 2Z C ,CL DEC 0 1 2022 Li e c-0-- 1 ()-2 BUILDING DEPT: . CK-4 —7060 'GOWN OF sOmol-o ZPA4 14-1 l 0 It r BUILDING DEPARTMENT-Electrical Inspector gufFDl,� .. p TOWN OF SOUTHOLD f Town Hall Annex- 54375 Main Road - PO 60x;1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(@,southoldtownny.aov— seand@southoldtgLA .gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) :. Date: 9/9/2022 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Kram Address: 100 West Lane Southold Cross Street: Sunset Lane Phone No.: Bldg.Permit#: 47667 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring addition Square Footage: 1600 Circle All That Apply: Is job ready for inspection?: YES❑NO ❑✓ Rough In FIFinal Do you need a Temp Certificate?: F-1 YES n NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# New Service[]Fire Reconnect[]Flood Reconnect Q✓Service Reconnect nunderground ElOverhead #Underground Laterals 1 2 H Frame D Pole Work done on Service? Y in/ N Additional Information: IL PAYMENT DUE WITH APPLICATION r - DEC 0 1 2022 e c-t* 1 ®?�' BUILDING . 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KRCHEN P ''' `'`�"" '• ' . . .<.,i,. ,,,.... .:;. ,' ,_,., ✓ % , :., ./,. -, ;.':..,r/;: r•.'.'/:+"" - �REINFORCEMENT_'R D 1'. ,I,ED�Y�I F���,` r./>' ARRANGEMENTS AND DESIGNS B ... /. .. % _ •STRUCNRAL,R N /OR REFIN SH AS REQU R " , REFERRED TO ARE THE PROPERTY EXISTING DOOR&FRAME TO BE REMOVED AND REINSTALLED. WHETHER THE PROJECT FOR WHICH THE IST FLOOR IX102 LIVING AREA CLOSET A ETR ETR ETR - ETR ETR ETR OR NOT. THEY ARE C REFURBISH AND/OR REFINISH AS REQUIRED,V.I.F. DEVELOEXECUTPED AND PRODUCED AS INSTRU :..v /..-:,. 'G,;,,;•..: i, /', _ SOLELY FOR USE ON AND IN CONN �? y;,; „ EXISTING DOOR&FRAME TO BE.REMOVED AND REINSTALLED; a', 'r•r ,r „ / - .,'' PROJECT AND MAY NOT BE DISCLOSE] ',ETR': :' / 03.. GCORRIDOR, CLOSET,. ,.8.,., ETR,_. ,ETR .ETR. %-ETR ,'ETR....'.. ''/': '... s '} - E7(1 EX s%/ REFURBISH AND OR REFINISH AS'RE U1RED V.LF-�. . "/� LORI / Q USED BY ANY PERSON,FIRM OR N101 DINING AREA STORAGE A SCW 1-3/4' 2'-6"x 7'-0' - WO DR' RHR FINISH TO MATCH ADJACENT EXISTING DOOR TO REMAIN USE OR PURPOSE WHATSOEVER,ECCE .';N201:; =:jc',CORRIDOR "�:BEDROOM 1';/- �',',�A,': SC :1=3/41'% 3'•0'-x•T-0 - '�WD 'DR :.LH;�,j i'. .'r': _ IssloN DIRECTION o I PERM AND DIRE I N202 BEDROOM 1 WALK-IN CLOSET A SCW 1-3/4° 2'-6"x 7'-0° - WO DR RH OWNER ' . RRIDO • , ' " (2),1LHR(RHR�• .N203'-,: CO ; _ 2ND FLOOR N204 CORRIDOR BATHROOM 1 A SCW 1-3/4' 3'-0'x 7'-0' - WD DR RH STEVE KRAM 100 WEST/, ,.,:,r ROOM 2✓ .A":':<' "'SCW':., , •/1-34'; "•;'• :3'=0°xT-0',. 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(2}40VER1DOUDLE HUNG - -' -WD/GL 30'x52° 32' 0.26 0.36 0.363 4 OVER 1 DOUBLE HUNG.NEW REPLACEMENT WINDOW&TRIM IN EXISTING OPENING'WD/GL 72°'x48;, 42, ✓./�: 0:26' "X 0.36: (2)4.OVER 10008LE HUNG.%,•�?WD/GL 72'x 48' 32' 0.26 0.36 0.363 NEW REP'.ACEMENT FIXED PICTURE WINDOW&TRIM IN EXISTING OPENING (2)40FER1DOUELEHUNG'; . ED 4 OV 1 ALIGN HEADER W.WINDOWS J&L WD/GL 36'x 76' � 8' 0.2fi 0.36 0.363 FIX J2 [ J .. % n ,. %,- ,...,_'..', .; �. �. •. ., „� - ,', :. 2 4 OVERY DOUBLE UNG.";, ., YJD GL-,., , 72 x52 ,-.�,, ,,�,, 32,, ,... .%. �0.2fi,; : ,{; ,0.36 0.363 M WO/GL I 36'x 48' 32' 0.26 0.36 0.363 4 OVER 1 CASEMENT WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH NYS RESIDENTIAL CODE R310. _ ":O 0 363' '' 4 OVER 1 CLSEMENT WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.-COMPLY,WITH NYS RESIDENTIAL CODE R310.' y`--"-';''•;•'! 2ND FLOOR 'N ; ;WD/GL; ,36'x48' {s- .32'. 0:26: .36' 3 4OVER LDOUBLE HUNG 0 WD/GL 96'x52' _-32' 0.26 0.36 0.363 �"" ���i � O - --- --,..; ->- - - - -- HUN-'-TEMPERED - - - - -- r :; ..,,: LE HUNG T MPERED GLAZING .yYD/Gl.,' 36. .. ... .: ..0.26,..., .0.36,...,. "40VERSDOU6 E _ ''%'.'i".�•' ,.%• •Q WO/GL 27°x 48' 36' 0.26 0.36 0.363 4 OVER 1 DOUBLE HUNG,TEMPERED GLAZING ^R ' 'WD GL^: ,• •96 x 52 ,I , ' 32 -,., '0.26,,'-r : ;0.36 0-363 (2)4 OVER 1 DOUBLE HUNG AND(1)CASEMENT-WINDOW FOR EMERGENCY ESCAPE AND`RESCUE OPENING.COMPLY WITH NYS RESIDENTIAL CODE/R310: J" / Q 1 DOOR NOTES&TYPES WINDOW NOTES&TYPES GENERAL NOTES DOOR SCHEDULE KEY GENERAL NOTES WINDOW TYPES % 1. REFERENCE A-100 SERIES PLANS FOR DOOR TAGS. ETR EXISTING TO REMAIN 1. ANDERSON A SERIES WINDOWS W/IMPACT RESISTANCE TO BE USED �\ REVISIONS 2. ALL DOOR LEAFS TO BE 1-3/4"THICK,TYPICAL UNLESS OTHERWISE NOTED. GL GLASS 2. EXTERIOR AND INTERIOR FINISH TO BE WHITE,FROM MANUFACTURER.LOCKS&CASEMENT HARDWARE c 6'-0' DESCRIPTION 3. GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF SURROUNDING WD WOOD TO BE WHITE BY MANUFACTURER.PULLS TBD. sw• � ,2'-0• � 2'-6' FRAMING AND OPENINGS WITH SCHEDULED DOORS AND FRAMES AS SCW SOLID CORE WOOD 3. INVISIBLE SCREWS TO BE USED I1 SSUED k 1 1 ISSUED FOR PERMIT REQUIRED. 4. GRILLES TO BE 3/4",NOT TO BE OGEE TYPE i --- -------? € � -`- 1 REVISED FOR PERMIT APPROVAL 4. ALL DOOR SWING DIRECTIONS INDICATED ACCORDING TO DIRECTION OF 5. EXTERIOR TRIM TO BE 2"BRICK MOULD W/SILL NOSE EE b ; 1 ELEVATION REVISION APPROACH TO ROOMS,TYPICAL UNLESS OTHERWISE NOTED. DOOR FRAME TYPE 6. ALL ROUGH OPENINGS FOR NEW WINDOWS ARE TO BE VERIFIED IN THE FIELD PRIOR TO SHOP DRAWING B m v EH: a /\\\ 5. MOCK-UP EACH TYPICAL CUSTOM MILLWORK DOOR FOR REVIEW. FABRICATION AND PROCUREMENT. } 6. ALL DOOR WIDTH AND HEIGHT DIMENSIONS ARE NOMINAL,UNLESS SR SINGLE RABBET 7. SCRAPE,PRIME,AND REPAINT.ALL EXISTING WINDOW LINTELS TO REMAIN PRIOR TO INSTALLATION OF � _____� } / OTHERWISE NOTED. DR DOUBLE RABBET NEW WINDOWS.TYPICAL UNLESS OTHERWISE NOTED. _____________ 7. ALL DOORS&HARDWARE TO BE PROVIDED&INSTALLED BY GENERAL 8. ALL UNITES SHALL BE CLAD EXTERIOR,PRIMED INTERIOR OR APPROVED EQUAL WITH INSULATED,LOW-E, CONTRACTOR. ARGON FILLED GLASS WITH INVISIBLE SCREENS ON OPERABLE UNITS.JAMB SIZES,V.I.F. N m N �' 8. ALL DOOR STYLES TO BE APPROVED BY OWNER(PANEL STILE&RAIL TYPES). DOOR SWING DIRECTION 9. IF WINDOWS IN BEDROOMS ON THE 2ND FLOOR RECEIVE FUTURE MOTORIZED WINDOW SHADES,THESE F.F. PAINT GRADE DOORS TO BE FIR OR FINE. WINDOW SHADES WILL BE FACE MOUNTED ABOVE WINDOWS.LOCATIONS AND TYPES TO BE APPROVED OO O O 9. ALL DOOR HARDWARE TO BE APPROVED BY OWNER. LH: LEFT HANDED BY OWNER.THE OPERATION OF THE WINDOW SHADE SYSTEM 15 TO BE COMPATIBLE WITH THE LIGHTING 10. REFINISH EXISTING DOORS TO REMAIN AS REQUIRED,V.I.F. LHR: LEFT HAND REVERSE CONTROL SYSTEM. 11. NEW DOORS TO MATCH EXISTING DOOR MATERIAL AND FINISH. RH: RIGHT HANDED 10. THE ELECTRICAL CONTRACTOR WILL PROVIDE LOW VOLTAGE WIRING POINTS AS REQUIRED FOR EACH RHR: RIGHT HAND REVERSE FUTURE MOTORIZED WINDOW SHADE LOCATION TO A POWER PANEL LOCATION TBD. PROJECT NAME 11. CASING AND SILLS TO BE SELECTED.CONFIRM SCREEN AND HARDWARE COLOR AND FINISH / 1 3w _ \ HINGES AND SILENCERS SELECTIONS WITH OWNER PRIOR TO ORDERING. -41==='_===v=_=1� i- ` S KRAM RESIDENCE 12. NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING TO COMPLY WITH 2020 NYS ! ) 100 WEST LANE TO DETERMINE THE NUMBER OF HINGES AND SILENCERS: RESIDENTIAL CODE R310. PROVIDE 3 HINGES/SILENCERS FOR ALL DOORS UP TO 7'-6"IN HEIGHT.' 13. WINDOWS AT BATHTUB AND SHOWER TO BE TEMPERED. e ) 1 9 e SOUTHOLD, NY 119 IF THE DOOR IS GREATER THAN 7'-6",PROVIDE 4 HINGES/SILENCERS. 14. COMPLY WITH MISSILE TEST REQUIREMENTS OF APPLICABLE CODES. {S 15. REFINISH EXISTING WINDOWS AND SILLS TO REMAIN AS REQUIRED,V.I.F. DRAWING NAME DOOR TYPES 16. INTERIOR TRIM TO BE DETERMINED IN FIELD WITH OWNER. m 17. WHERETHE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24"ABOVE V N DOOR &WINDOW S( THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE,PROVIDE WINDOW FALL F.F. - _ _ _ E_== _ _� - sEE � SEE SEE PROTECTION AS PER NYS RESIDENTIAL CODE R312.2. O OO O xO O scHEDULE-- scH j SCHEDULE y- SAFETY GLAZING NOTES \- SEAL-SIGNATURE DATE GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT B'-0 y 2'a• B'-0 PROJECT LOADS OF SECTION R308.3 AND R308.4: L_-----_ l L ` DRAWIN 1.FIXED AND OPERABLE PANELS OF SWINGING,SLIDING AND BI-FOLD DOOR ASSEMBLIES.LLI -F - w w w 2.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST v w y VERTICAL EDGE IS WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND b El N El El El: WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVETHEFLOOR OR WALKING SURFACE. a 4 a _c \ 3.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: } } } } } } / / / iii.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF _ PAGE NL J1 11 iv,BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR =-= stu AIR LEAKAGE, INSULATION, FENESTRATION &DOOR NOTES DXA abPLLC Anchkecluro PLLC www.daasmtllO.com inela _r Rm oFslcn lnrmflx.Ei OENoxsiurEmxrttwrEMmrxEEnpc'rfmmncvNUEsmnTNnmmrxE EnERa'/ -` 1 ERE°MRFxfms of xaxD xrs mERDv mnseR.•npx roof wD x4xo msTlar«-xav nm. ra Empaewmlau D6wxmw0sxoumazmnsmunm•monaeamR;cuu am usrm eEtaw rnon mmNmq mmlmm mnwgnvExao mapEvwm Generated by REScheck-Web Software ALL DRAWINGS, SPECIFICATIONS, >_i mxnxuous•Wa•nwegra°mREeumwowvEmwuoF4uxmwawaumazmxnmu4Tmwm•mmWmuaxReuasDFam xi•nmmus ima ON( Compliance Certificate ARRANGEMENTS AND DESIGNS 1 REFERRED TO ARE THE PROPERTY W HETHER THE PROTECT FOR WHICH THE yAmow:woos Freme EXECUTED OR NOT. 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PROJECT NAME Sx nDunoM1 DF pmF msvuteR ME MaF mswnax axxb x m OF maralID O N•6VYmam rittmc caro PENm•nu:tm W a.wEta. sworn axuLfaRlroavFAra nnlmxponfxivaAm ixe ravWRm R•rto RvmE DFlnsvummn,w•maa OF•erpa oRFs•moA unimaorl¢RwaE Additlonol Comment/Aszumptlons: _ KRAM RESIDENCE •urwmma gemmsuunonw:malwoDnxDrcu.NeoFgamnsuunanmum•REvsmm•mxaiwenoxAUENN.r.inaEoceuartaeErwmlruNurmaFeoNmsNWEeE 100 WEST LANE M�aDagm SOUTHOLD, NY 119-. N.•mx.urRErAanam.w+mr•naxoRownAmn su«rs T.E"wan•EFEn-.R w.nn°couxa Er"mox gaDucu uuunEDE�wrmmn•ueoaraw•ccmmma.• DRAWING NAME wuF.cTugo wD Mmevai gNEsm.nD x wD DDaR gmoucu axxl aE IAmm,oR•acnm w o wm rumourz sx•u o< m®pox roes wmnmix�N,iamroix1OE°1�'Fu l�iw°uluwoiu luraninovrrE. ENERGY CODE COMI 4aaRaw aEDEeaWEµ woE �ND�d mwxra•mAmcgroE�Re � . �RdMRx.. RESCHECK&NOTES xN10f mrOwmm W•eeoPDZNCEvam nFRD aaD.FlraD:MlvawLL4EVFgNDwDrFRMeD mmExwuF•mwma 20R•cf �aErnoxY awueEw•mipr•BIE•LiFw•trvE FDR D°ERNmWn muplpxmwfmrxf ufK2oRtrirOenfaRVFAIYILFENFSIRandx N oxEw KFEDr•MEKiWumEMRDDEMINma MIW Mwlm MEV+•DrDRpmf ROMmala SEAL+SIGNATURE DATE -- ..FDRucnexN.auu°E°pomErumuNa mole wstmsu•lDssw.uDEwNrrFnraF umm•mEFOR onuammo uf•crDRs PROJEC- uT oExrnnaFrxEuxrEROFauv xuLrvuFo erose axauazw•«EprWelEu•� mw nqs I c•am xoa DRAWIN m q:9uaEUExm Fox row ovwu FExmiwmx•mw m ex•u aE oE1FRNm m usw o•apElmv4«r•FaF DElEwrnm m rsaq)•xa wort _' •cgmn mouse soul az w•aEmmlF uFwsuTNE Fon pETE qr run°mxpuw¢wlm ra sN cc 1�a Dw¢aExu MR ixE ov0 W.FFnF4iwsoN New«cc uuu az DErERum m uxnD•wEcrRu«u me DEmau W m w•rmwAva wrm wRc am axcc vw.aF vFwF®wD •EIEvrA9£•UERN• _. ETDauuxamupuxmwlmraaxacwr°umRaNnExrewxu¢wFMuazmc-MR•mwdtsaMw `iM:9hlmmtt(TI¢r11 2 NeGumlmpe��R�4r21 3'LOWImpaRRi¢r3) '`IHigM1lmpett(ner1�'Z;mediumlmpett(ter2) 3.�lnvlmpeR(Tier3) EN TNEF ROETOwlxwc mxruwrar awxcewrouv�F wRvonrx�rt�xEMwmn Win Pmject Title:KRAM RESIDENCE Repoadate: 0610922 Project TMe:KRAM RESIDENCE Report Date: 06/09Q2 a eNacrwasEc'twn•axswuaEw.rmt•MEurummW°ecmlmwawrtxnFisaoa ul Dam filewme: Page 3°f10 Data filerome: Page 19/22 PAGE NL aN•arpaxa oETDwwEom Nuu az mEgonm m•ccORow¢wml nmcx4a vrsluuee WRmmwo riRlym mile xwuF•ctuREA `-� xrs oumwwwria ua xDTwmmrasisw opxFRcam.rxORTRwwmwmawusErxEMtwpn°rovErgcrwrurmrwa°FTI¢Nmmwcu)�c ,jus tx wTx E.12. ©DXA s TOWN OF SOUTHOLD D.O.B.BSCAN t0l DXA studio A.M.,Ium PLU3 Ai ALL DRAWINGS. SPECIFICATIONS. C., ARRANGEMENTS AND DESIGNS I .6 'ma. ".1,i vem "l I"?" Cpm�-Irik-mpiil- V,I- REFERRED TO ARE THE PROPERTY p J. C-pl- WHETHER THE PROJECT FOR WHICH THE "I t I. --­ U.- L: 4-1 1L 0 W-d El W.d =t 4=1 Not EXECUTED OR NOT. THEY ARE C ttpl-t,k C-Not DEVELOPED AND PRODUCED AS INSTRI. SOLELY FOR USE ON AND IN CONN 4D2.1 1. :W.11 V thI01 I R-_ R-- -Ow S--"-1. 4 d IN D.,NIt l.l.C-, PROJECT AND MAY NOT BE DISCLOSEI .0236 'wa0lnsuletbn on the-S. ."ItNt n 0 -.2 USED BY ANY PERSON.FIRM OR CORI .-W-- ip,ir . d �tl,ma,NFRC-pt w ;"T ONle APPI -N wk-r-the WWI�bl.� 3t.fl. 0-- USE OR PURPOSE WHATSOEVER,EXCE A4W he lidin- !" , ��;, - - -1-------.- I et, t,", C:1N.1 -. I ,;- g.1-3 " . ,��;�," PERMISSION AND DIRECTION OF DXA STI ;F 1-, -t-d /100.q-f- ,.;me due sysse ,--- . f6t orb sew aenb abet I OWNER 1by ma.f ae-- Apllubl. tn .0,i ha- d., a-- R-- STEVE KRAM Additional ct,mmantsjA­pti,mSz 100 WEST LANE ;,arty.111 t,tfl-d I Orca Not �i SOUTHOLD,NY 11971 ts Wm N.,M-bl. -AC -wti;N.- I]-A,- wattell 'R-�a3 'fe�snsmn[Iw[nwt site DuOt t 1 -.1, - : - . a. .GDce4 Nat ,ALITC-pl� PeOuiremem Nl be met. A.110� �.-- r -- , lws l x.and T 310 080 6000 [11.7p .0 C"T"'t Owt Apo=t,a STRUCTURAL CONSULTANT Aa --plv- <=3 eco in Uimem Zmws3-e. 1-11-Appl40245,'IC-rated tecnsetl 11 x- I. 0.- �,iaj uti.. -11, _d�S() dm(100 tc-pli. --tt. t --,=P NICK MEZZAFERRO,PE nician�feuo@verizon.net f --AppIk.WF ee MSA" tm.wt- a. T 516 457 5596 =d= [FRI211 a=129 !.R3. ,,,/,"t" .p?7., it�3�1,dtamett,-- 4, ,'',.',, ­�,, 0-01-.. thameea-11. -L-App-- t R. , 2 ".. Z. Ilea b.M,im.la� tt a.memreiwW ch enUr-y;:- 'Intlue the monubct am h, M ON. neM [R1311 la- � � AZAtl -tig.it- t-It.1-4 d- d.1e. -1 -.1 C. :tbraowt-w.- a. O %+, ',GNot Observable ns. d -tt r., la-bt.�lI a IS-'e,..,W.MntemM p-tu.mp-nAdditional Commeni/Assum --Mn, ,CNet ..b. 1-11 dd,tk .e1 my 7, =S.-tbm 11-3.7 ill). -n D.,�t 0319 !rN.Oblervaxe jM3J1 -.itb ACIft-I D IM-tim t : te 1113,11, 'v'-Y.' K-pfl- �E:-Not V'OC-APPI=�a ytta.- 403 5 80di,-i�.1. -d. -..A TOR, ............ t 2-pr. C-A,,eft.bl. E:Wl 0..-� C-Apilk.tI. '051-,C-latiN...v- "'ma- 0.1 N.t On til ft(i,711 2 U ;,aa iji PmJect Title Rep�daw: 06109122 P,,je,tJId,:Kil�RESIDENCE Imp-data: MT22 PmJW TM.:KRAM RESIDENCE Report date: 0151()9122 PMJeCtT,IJQ:KRAM RESIDENCE Report data: 06109122 Data filename: RESIDENCE page 5 otio Dato Me- saw 6 010 Data fifename: Pace 7 Oil() Data Page 8010 Fww-lflid 'Vt, :.�7------ 2020 NYStretch - REVISIONS 6136IINot .2018 !ECC EnergySaab a'e(Mwiim miler TebM°y /<r:&'. -3GN°t Observable- Mw e208Qa01.40.amp°u[kt t'y' _ r��;pONatoDarrwDl•' 1 IIPTION DESCR ON. "W , ncy Certificate ISSUED FOR PERMIT 4tiaa"-Noi waw l,anm sparing nese .'•J cc-p Efficie REVISED FOR PERMIT APPROVAL �[NPf Observable ELEVATION REVISION Q43513 tHeemd water carcubxan snmms•,<'," // "t,sCComPiln F;'>i,s�. /C:F^>'' ++-{ -.1 App- Abm, G-d,Wall 34.00 .;,nMm­mpIgh,d- M-1. 131.1-d.Wall t,"It 112tApplk-# tPIMG tt 0- P--=1 T!Iftt,appl-ble C.M., R,If 62.00 ;CDces Not Ductwork(unconditioned spaces): Z,K tO.1App-bW 4 0.28 0.36 Addltl...I 0,atmimins/Assumpti- w.d.. D.- 03.5 12 ;O J Heating Systerm'ee _ j,wamrmmpemmrc in the aGNo[APpllcaxe C�Ilng System.-- PROJECT -Erc .11 d =32 i0--.,w.were/ t" poo NAME 4.1 [-Av 1'2,s Name: Dater KRAM RESIDENCE ON.,-bl. 'Ir DN,tApplf"W, C....nft 100 WEST LANE SOUTHOLD, NY 119. g PPu afth 4.L:j-0--.� A,g y DRAWING NAME bbobd In aemrdanmwW CSA M ENERGY CODE!OMI tna RESCHECK tv"'; 44 W..I-1.C.a ---- E DATE ----- -------- SEAL-SIGNATUR IF16F fiAMS I0.1V--h PROJEC' DRAWIN 40 2 the-d-=.M. of ly.ebm "maty mm "plitabl, L r-23 UEKj:hh11Lp M Ener 2) 2 Wd..W EN PmjM Tele:KRAM RESIDENCE Report data. 06109/22 P JactTtrl.: RESIDENCE Report date: 06105V22 Data file-..: Page 9 o110 Data Rename: "a 10 ofto PAGE NE 0 DXA s TOWN OF SOUTHOLD D.O.B.BSCAN ( DURING CONSTRUCTION.TEMPORARILY SHORE AS REQUIRED FOR l 1 l)( PROPERTY LINE THE LEFT END OF THE EXISTING RIDGE BEAM TO REMAIN,V.I F. PROPERTY LINE 1 DXA studio REFER R TO FRAMING PLANS S-100S FOR PERMANENT / Arch[mm PLLC REINFORCEMENT/SUPPORT OF THE NEW RIDGE BEAM FOR THE ` www a.asmdm com NEW ROOF ON THE LEFT OF THE EXISTING ROOF TO REMAIN. T.O.RIDGE ___— __} — — _ L� EX'G ROOF — 20,-0. r � ALL DRAWINGS, SPECIFICATIONS, i ARRANGEMENTS AND DESIGNS F EXISTING WINDOW TO BE REMOVED. /1 REFERRED TO ARE THE PROPERTY INFILL EXISTING WALL OPENING BEYOND EXISTING SHINGLE AND ( WHETHER THE PROTECT FORWHICHAHTHE NEW OPENING AND REINFORCE AS REQUIRED FRAMING TO OR.EXTENT FOR S EXECUTED OR NOT. THEY ARE C I NEW 2ND FLOOR.EXTENT OF < DEVELOP EED AND PRODUCED AS INSTRU DEMOLITION TO BE VERIFIED IN 1 SOLELY FOR USE ON AND IN CONN EXISTING WINDOW TO BE REMOVED. EXISTING WINDOW TO BE REMOVED. THE FIELD. / PROJECT AND MAY NOT BE DISCLOSE INFILL EXISTING WALL OPENING AND INFILL EXISTING WALL OPENING BEYOND ) USED BY ANY PERSON,FIRM OR CORI — REINFORCE AS REQUIRED. NEW OPENING AND REINFORCE AS REQUIRED ` USE OR PURPOSE WHATSOEVER,IXCE EXISTING WINDOW TO BE REMOVED EX'G T,O.J. ` PERMISSION AND DIRECTION OF DXA STI FOR REPLACEMENT WINDOW b 12'-O° __ __________________________ ----------------____-------_ __________________ _____________________ OWNER -- ------------------- ---- ------------------------- - - -- -- -- ---- -- -- — — 10"2 EX'G T.OW. ------- o STEVE KRAM -_- --- r.___ 100 WEST LANE SOUTHOLD.NY 11971 ❑ �ii� (I 7 310 880 6000 STRUCTURAL CONSULTANT - ----- L NICK MEZZAFERRO,PE nickmaaaferro@ver¢on.net T 516 457 5596 _ 1ST FLOOR GRADE 0 0,-O. ! NEW WALL OPENING FOR NEW WINDOW. -� CRAWL SPACE (2)2-X10'STUD WITH 1/2'STRUCTURAL PLYWOOD, GLUED AND SPIKED FOR FULL DEPTH. {`t DOUBLE LACK STUDS AT BOTH SIDES WITH MIN.4'BEARING. 2 NORTH BUILDING ELEVATION-EXISTING&DEMOLITION 1/4°=1'-0' EXISTING TO REMAIN,V.I.F. NEW 2ND FLOOR&ROOF PROPERTY LINE PROPERTY LINE (/l 2 1 AT00 AT00 T.O.RIDGE NEW ROOF REROUTE AND EXTEND EXISTING CHIMNEY THROUGH 26'-0° E%ISTING ATTIC AND ROOF FRAMING.DEMOLISH AND REINFORCE AS REQUIRED,V.I.F.RECONSTRUCT NEW SHINGLES TO MATCH 1 REROUTED/EXTENDED/DAMAGED PORTION. EDOSTING SHINGLE MATERIAL AND FINISH NEW B.O.R. 12'-0' EXISTING SH INGLES TO REMAIN T.O.RIDGE S T.O.RIDGE o EXG ROOF EXG ROOF —f — — 2D'-D° -3 29-0' < REVISIONS Oo ! DESCRIPTION III I Hill I IIIo I ` ISSUED FOR PERMIT O 1 ) I NEW SIDING TO MATCH ¢ Q REVISED FOR PERMIT APPROVAL m I O O EXISTING SIDING R m I 1 ELEVATION REVISION MATERIAL AND FINISH j Z TYP. 1EX'GOT.O.J. o y 12 0' 2ND FLOOR ` z y z — — — — �XG o EX7G T10O.-W2.° 2TS o F i N m ON IREMAISTIN IDING 0 7 m TMP a F-11 E El 4 78 l O ! TYP. o eo 1 PROJECT NAME z \ KRAM RESIDENCE 1ST FLOOR is FLOOR 100 WEST LANE z'-2• 2''2° SOUTHOLD, NY 119, GRADE _ _ _ 9 _ — — GRADE 0'-O° b 0'-0° DRAWING NAME CRAWL SPACE EXISTING DECK TO REMAIN,V.I.F. CRAWL SPACE S -0'-10° r L 0'-10° NORTH BUILDING EL EXISTING & PROPOS 1 NORTH BUILDING ELEVATION-PROPOSED 1/4'=1'-0' SEAL-SIGNATURE DATE PROJECT ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES _ ELEVATIONS AND SECTIONS-LEGEND DRAWIN 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. ❑1 REFURBISHMATCH OR REPLACETING FACADE ELEMENTS 0 REMAIN ELEMENTS AS REQUIRED TO LNEW DOW&TRIMEM WINDOW&TRIM IN EXISTING OPENINGCONDITIONS AT THE SITE 70 CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN TRIM FOR EXISTING WINDOW TO REMAINEXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. 7. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES,REGULATIONS, REBUILDAND/OR REINFORCE PORTION OF EXG WALLS AT NEW STRUCTURAL r_________NYS RESIDENTIAL CODE,NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND CONNECTIONS WHERE REQUIRED,V.I.F.-COORDINATE W/STRUCTURALENGINEER. D- EXISTING WINDOW TO BE REMOVED 2 IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. ����lll L---------- CONDI ___--___- �L CONDITIONS TDIFFERINGIBEEF FROM THE EXISTING INFORMATION,THE ARCTHE WORK. B. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF.MATCH EXISTING r i E0(ISTING WALL TO BE REMOVED PAGENL SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. ❑3 9 EXISTING DECWSTAIR/HANORAILTO REMAIN,V.I.F.REFINISH AS REQUIRED. EXISTING DRYWELLS,V.I.F.F, FACADE ELEMENTS TO REMAIN. ----------- 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING WINDOW/LOUVER TO REMAIN.REFINISH AS REQUIRED,V.I.F.EXISTING NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH t7 DXAs A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER TRIM TO BE REMOVED AND REPLACED^V.I.F MATERIAL AND FINISH,TB D. {10 SOA:1205ESDEN PECODE SOBO11.0 SF CLEAR OPENING JOB SITE CLEANING 70 PREVENT ANY BUILD OF DIRT,DUST,OR DEBRIS. TOWN OF SOUTHOLD D.O.B.BSCAN 3 DXA studio ArthRec[uro PLLC T.O.RIDGE www.e a ma o.�ro EX'G ROOF 20'-0" ALL DRAWINGS, SPECIFICATIONS, ARRANGEMENTS AND DESIGNS I REFERRED TO ARE THE PROPERTY ❑ 9 WHEDIERTHE PROJECT FOR WHICH THE m ( EXECUTED OR NOT. THEY ARE C DEVELOPED AND PRODUCED AS INSTRL SOLELY FOR USE ON AND IN CONN PROJECT AND MAY NOT BE DISCLOSEI USED BY ANY PERSON,FIRM OR CORI ERG T.O.J. USE OR PURPOSE WHATSOEVER,EXCE PERMISSION AND DIRECTION OF DXASTI _ — h EX'G T.O.W. OWNER 1D'-2' N f STEVE KRAM 100 WEST LANE SOUTHOLD,OLD, NV 11971 4 ( T 310 BBD 6000 O C STRUCTURAL CONSULTANT NICK MEZZAFERRO,PE 1ST FLOOR T 516 457 5696 HIIIIIIH N9110 lip , 2'_2" GRADE CRAWLSPACE 0'-10" S 2 EAST BUILDING ELEVATION-EXISTING&DEMOLITION ATB1 ASD7 / REROUTE AND EXTEND EXISTING CHIMNEY THROUGH _ EXISTING ATTIC AND ROOF FRAMING.DEMOLISH AND REINFORCE AS REQUIRED,V.I.F.RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. T.O.RIDGE h NEW ROOF 26'-0' p NEW SHINGLES TO MATCH EXISTING LLo SHINGLE MATERIAL AND FINISH O ¢ NEW SIDING TO MATCH EXISTING NEW B.O.R. p SIDING MATERIAL AND FINISH o 12'-D" T.O.RIDGE EX'G ROOF z 20'-0' S Z 3 REVISIONS EXISTING SHINGLES TO REMAIN � TYP. z ! DESCRIPTION 1 ISSUED FOR PERMIT 4 > m / REVISED FOR PERMIT APPROVAL Z 1 z \J 1 ELEVATION REVISION a S\ a o 2ND FLOOR o 12'-0' { ZfjEX'G T.0 J. 12'-0' 1 t5 - EX'G T.O.W. 10'_2• \ ❑ ❑ � EXISTING SIDING TO REMAIN 4 TYR TYP m j PROJECT NAME KRAM - 1 ST FLOOR 9 (�) 100 WEST RESIDENCE LAN E GRADE SOUTHOLD, NY 119" DRAWING CRAWL SPACE EXISTING DECK TO REMAIN,V.I.F. - L L -0'-1D' EAST BUILDING ELEI EXISTING & PROPOS 1 EAST BUILDING ELEVATION-PROPOSED 1/4'=1 SEAL+SIGNATURE DATE PROJEO ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES ELEVATIONS AND SECTIONS-LEGEND DRAWIN REFURBISH OR REPLACE ALL DAMAGED FACADE ELEMENTS AS REQUIRED TO NEW WINDOW&TRIM 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,ELEVATIONS,AND S. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. �1 �7 1 MATCH EXISTING FACADE ELEMENTS TO REMAIN,V.I.F. 7A NEW REPLACEMENT WINDOW&TRIM IN EXISTING OPENING CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WTH THE DESIGN —-- EXISTING PROPERTY LINE INTENTDESCRI THE SITE DRAWINGS. 7. ALL WORK SHALL COMPLY WTH ALL APPLICABLE LAWS,ORDINANCES,REGULATIONS, ❑ REBUILD AND/OR REINFORCE PORTION OF EX'G WALLS AT NEW STRUCTURAL 7B:NEW TRIM FOR EXISTING WINDOWTO REMAIN _ _ NYS RESIDENTIAL CODE,NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 CONNECTIONS WHERE REQUIRED,V.I.F,-COORDINATE W/STRUCTURAL ENGINEER. NOT USED EXISTING WINDOW TO BE REMOVED A—� 2- IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE. NEW FINISHTO MATCH EXISTING ELEMENTS TO REMAIN. �_________� CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECTIENGINEER , B. NEW GUTTERS AND LEADER UNES FOR STORMWATER RUNOFF SHALL CONNECT TO NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF.MATCH FASTING SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS NTH THE WORK 3 9 EXISTING DECK/STAIR/HANDRAILTO REMAIN,V.I.F.REFINISH AS REQUIRED. EXISTING WALL TO BE REMOVED EXISTING DRYWELLS,V.I.F. FACADE ELEMENTS TO REMAIN. PAGE NE� L._________� 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING WINDOW/LOUVER TO REMAIN.REFINISH AS REQUIRED V.I.F.EXISTING NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH ©DXAs A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER TRIM:0 BE REMOVED AND REPLACED, MATERIAL AND FlNI�H,TBD. 10 102: NYS SF CLEAR IALCODOPENING,108011.0 SF CLEAR OPENING TOWN OF SOUTHOLD D.O.B.BSCAN 1 OB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT,DUST,OR DEBRIS. DURING GUNSTKUUT�N T€MPORARILY SHDR ASE R ED FOR w ~ THE LEFT ND OF THE EXISTING RIDGE BEAM TO REMAIN,V.I.F. DXA Studio REFER TO FRAMING PLANS S-SODS FOR PERMANENT Amhkectm°PUC PROPERTY LINE REINFORCEMNT/SUPPORT OF THE NEW RIDGE BEAM FOR THE PROPERTY LINE J NEW ROOF CIN THE LEFT OF THE EXISTING ROOF TO REMAIN. T.O.RIDGE \ www a°asmalo.com — --- EXISTING SIDING W2ND FLOOR.FRAMING TO BE tA DXA studio REMOVED FOR NEW 2ND FLOOR.EXTENT OF � Archrtactu.a PUL DEMOLITION TO BE VERIFIED IN THE FIELD. T.O.RIDGE 191-1 EX'G ROOF .a a.ma a.aam EXISTING WINDOW TOBE REMOVED FOR REPLACEMENT WINDOW. --a�� 20'-0° INFILL EXISTING WALL OPENING BEYOND NEW OPENING AND REINFORCE AS REQUIRED. DRAWINGS,ALL SPECIFICATIONS, ARRANGEMENT AND DESIGNS F REFERR TO ARE THE EEROEXECUTED RPROITCT FOIR WHIEY CH HE m WHHEfHTH =_ � E C DEVELOPED AND PRODUCED AS INSTRL EXISTING SHINGLES AND FRAMING TO BE SOLELY FOR USE ON AND IN CONN REMOVED FOR NEW 2ND FLOOR.EXTENT OF PROJECT AND MAY NOT BE DISCLOSE] j DEMOLITION TO BE VERIFIED IN THE FIELD. \ USED BY ANY PERSON,FIRM OR COR] EX'G T.O.J. S USE OR PURPOSE WHATSOEVER,IXCE 12'-0" } PERMISSION AND DIRECTION OF DXA STI f _ ------- — _ EX'G OWNER T.O.W. _ STEVE KRAM EXISTING WINDOW TO BE REMOVED. ( 100 WEST LANE INFILL EXISTING WALL OPENING AND / SOUTHOLD,NY 11971 REINFORCE AS REQUIRED. 7 310 680 6000 m \ STRUCTURAL CONSULTANT NICK MEZZAFERRO,PE " ^^ --__-- ------ niclanaaafeno(dwerizon.net 1ST FLOOR S T 616 467 5596 CRAWL SPACE f 0'-10' l S 2 WEST BUILDING ELEVATION-EXISTING&DEMOLITION 1/4'=1'-0' C 1 1 A3oz A3oL S REROUTE AND EXTEND EXISTING CHIMNEY THROUGH EXISTING ATTIC AND ROOF FRAMING.DEMOLISH AND 11) ! -- / — — —REINFORCEREQUIRED,V.I.F.RECONSTRUCT{`) REROUTEDD/EXTENDED/DAMAGED PORTION. T.O.RIDGE NEW ROOF 26' -0. NEW SHINGLES TO MATCH EXISTING S 10 SHINGLE MATERIAL AND FINISH o 4 NEW B.O.R. T.O.RIDGE N — — — — — — — o ETA ROOF { 0 20'-0° ) REVISIONS +�Z+ EXISTING SHINGLES TO REMAIN o ! DESCRIPTION 7 ISSUED FOR PERMIT SOA ¢ 4 ` REVISED FOR PERMIT APPROVAL O O NEW SIDING TO MATCH EXISTING o bo 1 ELEVATION REVISION SIDING MATERIAL AND FINISH 2ND FLOOR 0 3 Q o 12'-0" S F — — — — TYe___ — - EX'G T.O.J. z o 12'-0" 3 — — — — — — — EX'G -_ EXISTING SIDING TO REMAIN ! z a o-_ a w I 9 TVP. I �O 7YP. o m PROTECT NAME z KRAM RESIDENCE 1ST FLOOR 100 WEST LANE 2'-2^ GRADE - 9 9 SOUTHOLD, NY 119' DRAWING NAME EXISTING DECK TO REMAIN,V.I.F. EXISTING DECK TO REMAIN,V.I.F. WEST BUILDING ELE � r EXISTING & PROPOS 1 I WEST BUILDING ELEVATION-PROPOSED 1/4' 1'-0 = ' SEAL-SIGNATURE DATE PROJEO ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES ELEVATIONS AND SECTIONS-LEGEND DRAWIN 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. Efl REFURBISH OR REPLACE ALL DAMAGED FACADE ELEMENTS AS REQUIRED TO NEWWINDOW&TRIM CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN MATCH EXISTING FACADE ELEMENTS TO REMAIN,V.I.F. 7A NEW REPLACEMENT WINDOW&TRIM IN EXISTING OPENING —___ IXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. 7. ALL NARK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES,REGULATIONS, ❑ REBUILD AND/OR REINFORCE PORTION OF EXG WALLS AT NEW STRUCTURAL 7B NEW TRIM FOR EXISTING WINDOW TO REMAIN ____ NYS RESIDENTIAL CODE,NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 CONNECTIONS WHERE REQUIRED,V.I.F.-COORDINATE W/STRUCTURAL ENGINEER, r , 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE. -NOT USED- EXISTING WINDOW TO BE REMOVED NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. �---------� —� CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECTIENGINEER B. NEW GUTTERS AND LEADER ONES FOR STORMWATER RUNOFF SHALL CONNECT TO NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF.MATCH IXISTING SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK 9 EXISTING DECK/STA1R/HANDRAILTO REMAIN,V.I.F.REFINISH AS REQUIRED.Q , EXISTING WALLTO BE REMOVED PAGE NI. EXISTING DRYWELLS,V.I.F. FACADE ELEMENTS TO REMAIN. 1 L_________J 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING WINDOW/LOUVER TO REMAIN.REFINISH AS REQUIRED,V.I.F.EXISTING NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH ©DXA s A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 4� SO JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF GIRT,OUST,OR DEBRIS. TRIM TO BE REMOVED AND REPLACED,V.I.F.MATERIAL AND FINISH,TBD. 2020 NYS RESIDENTIAL CODE R310. TOWN OF SOUTHOLD D.O.B.BSCAN ...,,'.... .,,............,,r,,,,,�,, .... l SOA'12.0 SF CLEAR OF SOB 11.0 SF CLEAR OPENING OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE•--�L/�- B.P.Vit. WITHOUT CERTIFICATE FEE:4 • BY: OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 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-CONSTRUCTION MUST C(aMPLY'WITH A&T WN CODES BE COMPLETE FOR C.O. :NEW YORK STATE ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITfONS OF REQUIREMENTS OF THE CODES OF NEW0 ootbm& YORK STATE. NOT RESPONSIBLE FOR DESIGN OR .CONSTRUCTION ERRORS. gpuTF{QLpTOWNPIANNINGBOARD SOUTNOIDT�WNIRUSTEES N:Y.S.DEC TRUSS PLACARDINCI REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SYSTEM CANNOT EXCEED 2/10 OF LEAD. PLUMBING ROW ALL PLUMBING WASTE �L &WATER LINES NEED y 148 TESTING BEFORE COVERING FLOW DANAOC mr-iiEv Must provide Manuals D, J and S as per NYS Energy Code Blower door and ductwork testing required. ABBREVIATIONS DRAWING SYMBOLS AND TAGS DRAWING LIST PROJECT ABOVE FINISHED FLOOR A.F.F. MOUNTED MTD. N T-001.00 TITLE SHEET: PROJECT INFORMATION & GENERAL NOTES 1945 Bayview Avenue ALUMINUM ALUM. NOT IN CONTRACT N.I.C. G-100.00 CODE & FRAMING NOTES, ZONING INFORMATION KRAM RDxAtStUalOMattituck,NY 11952 ARCHITECTURAL ARCH. NOT TO SCALE N.T.S. NORTH ARROW 100 ROOM NAME ROOM TAG G-101.00 PLUMBING RISER DIAGRAM �� ' 2128740567 BOTTOM OF B.O. ON CENTER O.C. EN-100.00 ENERGY CODE COMPLIANCE - RESCHECK & NOTES www.dxastudio.com www.dxastudio.com CABINET CAB. OPPOSITE OPP. ROOM SIZE(S.F.) RESIDNETIAL 100 WEST LANE CEILING CLG. PAINTED PTD. LIGHT REQ'D(8%) CODE NATURAL EN-101.00 ENERGY CODE COMPLIANCE - RESCHECK LIGHT PROVIDED LIGHT & C-100.00 SITE SURVEY EX-100.00 1ST FLOOR EXISTING PLAN SOUTHOLD , NY ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CEILING HEIGHT CLG. HT. PAIR PR. VENT.REQ'D(4%) 1197 ARRANGEMENTSA GRID BUBBLE VENTILATION 1 AND DESIGNS REPRESENTEDCENTERLINE C.L. PERFORATED PERF. VENT.PROVIDEDCONCRETE CONC. PLASTIC LAMINATE P. LAM. CALCULATIONS DM-100.00 1ST FLOOR DEMOLITION PLANOR REFERRED TO ARE THE PROPERTY OF DXA STUDIO DM-101.00 ROOF DEMOLITION PLAN PROJECT DATA WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT, THEY ARE CREATED, EVOLVED, CONTINUOUS CONT. PLYWOOD A-100.00 1ST FLOOR PROPOSED PLAN DEVELOPED AND PRODUCED AS N DIAMETER DIA. QUANTITY QTY. DOOR DOOR TAG A-101.00 2ND FLOOR PROPOSED PLAN SCOPE OF WORK: ALTERATION AND ADDITION TO SINGLE FAMILY RESIDENTIAL INSTRUMENTS OF SERVICE 1 TIAL SOLELY FOR USE ON AND IN CONNECTION WITH THIS DISHWASHER DW RADIUS RA DOWN DN REQUIRED DETAIL SYMBOL A-102.00 ROOF PROPOSED PLAN BUILDING. NO CHANGE IN USE OF OCCUPANCY. PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR ELEVATION ELEV. REINFORCING REINF. USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY WINDOW TAG A-111.00 2ND FLOOR RCP & POWER PLAN A400 A-110.00 IST FLOOR RCP & POWER PLAN LOCATION: 1 , NY 11971 00 WEST LANE, SOUTHOLDUSE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN O PERMISSION AND DIRECTION OF DXA STUDIO. EQUAL EQ. RIGHT HAND R.H. A-200.00 NORTH BUILDING ELEVATION - EXISTING & PROPOSED TOWN: SOUTHOLD EXISTING EX'G. ROOF DRAIN R.D. A-201.00 EAST BUILDING ELEVATION - EXISTING & PROPOSED OWNER EXTERIOR EXT. ROUGH OPENING R.O. 1 ELEVATION SYMBOL ZONING DISTRICT: AC FACE OF F.O. SCHEDULE SCHED. A200 OX - PARTITION TAG A-202.00 SOUTH BUILDING ELEVATION - EXISTING & PROPOSED STEVE KRAM FINISH FIN. SECTION SECT. A-203.00 WEST BUILDING ELEVATION - EXISTING & PROPOSED ZONING DESCRIPTION: AGRICULTURAL CONSERVATION (2 ACRE) 100 WEST LANE A-300.00 BUILDING SECTIONS SOUTHOLD, NY 11971 FINISHED FLOOR FIN. FL. SIMILAR SIM• A-301.00 BUILDING SECTION ZONING MAP: TOWN OF SOUTHOLD ZONING MAP 2 T 310 880 6000 FLOOR FL. SQUARE FOOT S.F. 1 FOOT/ FEET FT. STAINLESS STEEL ST. STL. SECTION SYMBOL REVISION TAG A-302.00 BUILDING SECTION COUNTY TAX MAP ID: 1000-88-6-12 GROUND FAULT INTERRUPT GFI STEEL STL. A300A-900.00 DOOR & WINDOW SCHEDULE DISTRICT: 1000 STRUCTURAL CONSULTANT GYPSUM WALL BOARD G.W.B. STRUCTURAL/STRUCTURE STRUCT. A-910.00 NAILING SCHEDULE NICK MEZZAFERRO, PE FO-100.00 FOUNDATION PLAN nickmazzaterro@verizon.net HEIGHT HT. TOP OF T.O. N ALIGN ALIGN FINISHES SECTION: 88 T 516 457 5596 HOLLOW METAL H.M. TYPICAL �'P• S-100.00 IST FLOOR FRAMING PLAN BLOCK: 6 HORIZONTAL HORIZ. VERIFY IN FIELD V.I.F. INTERIOR ELEVATION S-101.00 2ND FLOOR FRAMING PLAN INSULATION INSUL. VERTICAL VERT. S-200.00 TYPICAL DETAILS SYMBOL 1�� LOT: 12 LAMINATED LAM. UTILITY UTIL. DIMENSION S-201.00 TYPICAL DETAILS LAVATORY LAV. WATER CLOSET W.C. S S-202.00 TYPICAL DETAILS BUILDING HEIGHT: 26 FEET, 2 STORIES LEFT HAND L.H. WITH W/ MAXIMUM MAX. WITHOUT W/0 LEVEL FD MECHANICAL MECH. WOOD WD 0'-0" METAL MTL. MINIMUM MIN. +0.00 DATUM TAGSnj PP G 8 2d'72 y� r BUILDING DEPT: ?0^t^Cti OFSOUTNo[_D GENERAL NOTES 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF ALL GOVERNING 11. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER 22. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL 34. SHOP DRAWINGS ARE TO BE SUBMITTED TO, AND APPROVED BY, ARCHITECT OF SOUTHOLD TOWN CODES, NEW YORK STATE CODES, AND FEDERAL CODES, LAWS, SCALED DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED. ALL WORK SHALL BE TIMES. RECORD, AND RELEVANT ENGINEER FOR APPROVAL PRIOR TO MANUFACTURE. REGULATIONS, AND BEST TRADE PRACTICES. LAID OUT BY DIMENSIONS VERIFIED IN THE FIELD. SHOP DRAWINGS ARE TO BE BASED ON FIELD CONDITIONS. SUBMITTAL AND 23. MEP ENGINEER SHALL (1) VERIFY REQUIREMENTS FOR ILLUMINATION REVIEW SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING MECHANISMS, 2. THE CONTRACTOR SHALL GIVE ALL NOTICES, OBTAIN ALL PERMITS, LICENSES, 12. ALL DIMENSIONS AND CONDITIONS SHOWN AND ASSUMED ON THE (MEASURED IN FOOTCANDLES) AT THE FLOOR LEVEL IN EXITS AND THEIR COMPONENTS, CONSTRUCTIONS AND MATERIAL SUBMITTALS: CERTIFICATES OF INSPECTION, OF APPROVAL, OF OCCUPANCY AND OTHER SUCH DOCUMENTS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ACCESS FACILITIES AND (2) COMMUNICATE THE REQUIRED LEVELS IN WRITING 34.1. ALL MILLWORK KITCHEN AND BATH COMPONENTS, INCLUDING INSTRUMENTS REQUIRED FOR HIS WORK AND PAY ALL COSTS AND FEES FOR THE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES OR TO THE ARCHITECT AND THE LIGHTING DESIGNER. MEP ENGINEER TO CONFIRM STONEWORK AND SUBMITTAL OF ALL HARDWARE, GLIDES, HINGES, AND CONSTRUCTION AND SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR THE ERRORS IN THE DOCUMENTS MUST BE REPORTED TO THE ARCHITECT IN EGRESS AND EMERGENCY LIGHTING REQUIREMENTS. ARCHITECT TO APPROVE HANDLES CONNECTIONS OF UTILITIES AND PAY CHARGES FOR THEM. WRITING, AT ONCE BEFORE PROCEEDING WITH ANY WORK. NO CHANGE IN FINAL DESIGN FIXTURES UPON SUBMITTAL OF SPECIFICATIONS AND CUT 34.2. BASE MOLDING FOR APPROVAL BEFORE CONSTRUCTION PLANS, DETAILS, OR DIMENSIONS IS PERMISSIBLE WITHOUT THE CONSENT OF SHEETS. 34.3. ENTRY AND INTERIOR DOOR AND HARDWARE SUBMITTAL 3. EXCEPT AS OTHERWISE NOTED, THE CONTRACTOR SHALL GUARANTEE ALL WORK THE ARCHITECT. 34.4. ALL GLAZING, MULLION SYSTEM FINISHES, AND WALL FRAMING AGAINST DEFECTS FOR ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION. THE 24. OWNERS RETAINED CODE CONSULTANT SHALL (1) VERIFY ALL CODE 34.5. ALL TILE, STONE, WOOD FLOOR, WOOD TRIM AND BASE NECESSARY REPAIRS OR CHANGES SHALL INCLUDE CORRECTING ANY DEFECTIVE OR 13. ALL CONSTRUCTION, DIMENSIONS AND DETAILS SHALL CONCUR WITH AND BE REQUIREMENTS ON ANY AND ALL ITEMS WITHIN THIS SET OF DRAWINGS AND INFERIOR WORK AND CORRECTING ALL DAMAGE TO PROPERTY CAUSED BY SUCH DETERMINED FROM THESE DRAWINGS ONLY. (2) INFORM THE ARCHITECT OF ANY DISCREPANCIES OR DESIGN CHANGES 35. FIELD MOCK-UPS WILL BE REQUIRED FOR TYPICAL FINISHES, WALL REVISIONS WORK OR BY CORRECTING IT. THAT ARE REQUIRED TO ACHIEVE CODE CONFORMANCE AND COMPLIANCE. CONSTRUCTIONS, FINISHES, MATERIALS, MECHANISMS, PAINTED AND ANY 14. ALL MATERIALS, ASSEMBLIES, FORMS, AND METHODS OF CONSTRUCTION AND FINISHED SURFACES. WORK WILL PROCEED UPON HIS/HER APPROVAL. DESCRIPTION DATE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AND SERVICE EQUIPMENT TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT 25. MEP ENGINEER, CONTRACTOR, AND OWNERS RETAINED CODE CONSULTANT TO MOCK-UPS MAY BE AS APPLICABLE, INCORPORATED INTO FINAL WORK. SEE ISSUED FOR PERMIT 02.08.2022 NEW CONDITIONS AND MATERIALS WITHIN AND ADJACENT TO THE CONSTRUCTION ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATIONS VERIFY ALL MEP FIXTURES ARE IN ACCORDANCE WITH NYS RESIDENTIAL CODE SPECS FOR MOCK-UPS REQUIRED. REVISED FOR PERMIT APPROVAL 04.05.2022 AREA. THE CONTRACTOR SHALL KEEP THE WORK SITE FREE FROM DEBRIS AND APPLICABLE, AND TO CONFORM TO THE PREMIUM FINISH STANDARDS AND AND SOUTHOLD TOWN CODE. ACCUMULATED REFUSE, AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (ACI, AISC, AWi, MIA, 36. DURING CONSTRUCTION, ADEQUATE VENTILATION (EXHAUST AND INTAKE) ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. ETC) WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK 26. BATHROOM SIDE OF PARTITIONS SHALL BE MINIMUM 5/8" WATER RESISTANT SHALL BE PROVIDED TO CONTROL FUMES AND ODORS WITHIN THE BUILDING. SHALL BE NEW AND SHALL COMPLY WITH THE REQUIREMENTS OF CODES AND GYPSUM WALLBOARD W/PAINT FINISH OR 5/8" CEMENT BACKER BOARD CONTRACTOR SHALL PROVIDE MANAGEMENT AND SUPERINTENDENT WITH 5. THE CONTRACTOR SHALL LAY OUT HIS WORK AND BE SOLELY RESPONSIBLE FOR ITS TEST METHODS. W/TILE FINISH. COMPLY WITH ANY ADDITIONAL CODE REQUIREMENTS. PLAN FOR VENTILATION. CORRECTNESS AND SAFETY, AND SHALL GIVE NECESSARY DIMENSIONS AND DIRECTIONS TO ALL PARTIES. 15. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 27. OWNERS RETAINED CODE CONSULTANT AND CONTRACTOR SHALL REVIEW AND 37. ALL EXPOSED MISSING FIRE STOPPING IN THE UNIT SHALL BE CORRECTED BY PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, VERIFY ALL REQUIRED FIRE SEPARATION. APPLICANT AND INSPECTED PRIOR TO CLOSING OF AREAS. ARCHITECT OF 6. SUBSTITUTION OF EQUIPMENT OR MATERIALS OTHER THAN THOSE SHOWN IN THE BREAKAG ES,CO LAPSE, DISTORTIONS, AND OFF-ALIGNMENT ACCORDING TO RECORD SHALL PROVIDE STANDARD DETAILS TO BE FOLLOWED. DOCUMENTS SHALL BE MADE ONLY UPON THE APPROVAL OF THE ARCHITECT OR THE APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE. 28. CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, OWNER. SPECIFICATIONS, CONSTRUCTION SKETCHES, AND SUB-CONTRACTOR SHOP 38. THE CONTRACTOR SHALL NOT DISRUPT ANY EXISTING RISERS, PLUMBING 16. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES, DRAWINGS AT JOB SITE AT ALL TIMES. RISERS, DATA/ INTERCOM/ CABLE/ TELEPHONE CONDUITS. HVAC LINES, 7. UPON COMPLETION OF WORK, THE ENTIRE PROJECT IS TO BE COMPLETELY CLEANED ORDINANCES, RULES, AND REGULATIONS PERTAINING TO LABOR AND DUCTWORK, OR POWER LINES THAT ARE EXISTING IN THE INTERIOR AREAS OF PROJECT NAME AND THE. SITE RESTORED TO EXISTING CONDITION INCLUDING, BUT NOT LIMITED TO MATERIALS. 29. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR THE BUILDING THAT SERVICE OTHER PORTIONS OF THE BUILDING. THE FOLLOWING: PROPER AND ACCEPTABLE CONSTRUCTION INSTALLATION, OR OPERATION OF KRAM RESIDENCE 7.1. COMPLETE SWEEPING OF ALL AREAS, AND THE REMOVAL OF ALL RUBBISH AND 17. ALL NOTES HEREIN MENTIONED WITH THOSE ON THE VARIOUS DRAWINGS ANY PART OF THE WORK, AS DETERMINED BY THE ARCHITECT, STANDARDS OF 39. THE CONTRACTOR SHALL REPAIR ALL DETERIORATED CONDITIONS FOUND ON 100 WEST LANE DEBRIS. SHALL APPLY TO ALL DRAWINGS AND FORM PART OF THE CONTRACT. GOOD WORKMANSHIP AND BEST TRADE PRACTICES, SHALL BE INCLUDED IN THE EXPOSED STRUCTURAL SLAB/ DECK PRIOR TO INSTALLING SUB FLOORING, 7.2. REMOVAL OF ALL STAINS AND PAINT FROM GLASS, HARDWARE, FINISHED THE WORK THE SAME AS IF HEREIN SPECIFIED OR INDICATED. SOUNDPROOFING, WATERPROOFING OR FLOOR FINISHES. SOUTHOLD, NY 11971 FLOORING, CABINETS, ETC. 18. EACH CONTRACTOR WILL BE HELD STFICTLY RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES IN THE PLANS OR DETAILS SHALL BE CALLED TO THE 30. ALL MECHANICAL EQUIPMENT SHALL BE M.E.A. APPROVED. COORDINATE WITH 40. CUTTING OR CHOPPING OFF THE EXISTING STRUCTURAL ELEMENTS FOR DRAWING NAME 8. THE CONTRACTOR SHALL PATCH ALL AREAS WHICH ARE AFFECTED BY THE ATTENTION OF THE ARCHITECT. MEP ENGINEER. PLUMBING OR FOR ANY OTHER PURPOSE IS NOT PERMITTED, SO AS NOT TO CONSTRUCTION TO MATCH THE EXISTING OR NEW ADJACENT MATERIALS AND AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. PROJECT INFORMATION SURFACES. 19. FIRESTOPPING: CONCEALED SPACES WITHIN PARTITIONS WALLS, FLOORS, 31. SMOKE DETECTORS CONNECTED TO ELECTRICAL CENTRAL SYSTEM SHALL BE & GENERAL NOTES ROOFS, FURRED PIPE SPACES, COLUMN ENCLOSURES, ETC. SHALL BE INSTALLED IN ALL SPACES AS REQUIRED. SMOKE & CARBON MONOXIDE 41. ALL WOOD STAINS AND PAINTS USED ON SITE SHALL COMPLY WITH THE 9. GENERAL PROVISIONS: FIRESTOPPED WITH NON-COMBUSTIBLE FIRESTOPPING AS PER DETECTORS SHALL BE INSTALLED WITHIN 15 FEET OF EVERY SLEEPING AREA MAXIMUM LIMITS ALLOWED BY THE NY STATE VOC REGULATIONS. COPIES OF 9.1. PERFORM THE WORK OF THIS SECTION IN ACCORDANCE WITH THE GENERAL SPECIFICATIONS AND CODE REQUIREMENTS. OR AS REQUIRED TO MEET THE NYS RESIDENTIAL CODE. PRODUCTS MSDS SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT ALL SEAL+SIGNATURE DATE 04.05.2022 CONDITIONS, AIA DOCUMENT A201/ 2017, SUPPLEMENTARY CONDITIONS, AND TIMES. PROJECT NUMBER 21.42 ASSEMBLIES AND METHODS OF CONSTRUCTION REGULATED 32. OWNERS CONSULTANT SHALL VERIFY AND LOCATE ALL EQUIPMENT RELATED r ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. 20. ALL MATERIALS, Q a. . o DRAWING NUMBER BY THE CODE AND NOT LISTED A30VE SHALL BE SUBJECT TO TO FIRE PROTECTION SYSTEMS AND CONTROL PANELS. 42. ALL ELECTRICAL OUTLETS IN WET AREAS SHALL BE GFI AS PER ELECTRICAL 10. INTERPRETATION OF DRAWINGS AND SPECIFICATIONS: SEMI-CONTROLLED INSPECTION BY THE PERSON SUPERINTENDING THE CODE. 10.1. DIRECT QUESTIONS RELATING TO THE INTENT OF THE SPECIFICATIONS OR CONSTRUCTION. SIGNED COPIES OF ALL TEST AND INSPECTION REPORTS SHALL 33. ALL DIMENSIONS EXPRESSED ARE APPROXIMATE UNTIL VERIFIED BY FIELD DRAWINGS, QUALITY OF WORK REQUIRED THEREBY, TO THE ARCHITECT, IN THE BE FILED WITH THE BUILDING DEPARTMENT. DIMENSIONS, ALL SHOP DRAWINGS APPROVED, AND BEFORE ANY 43. ALL PLUMBING SHALL BE PERFORMED BY A NEW YORK STATE LICENSED _' ,,.w 4 EVENT OF DISAGREEMENT THE ARCHITECT'S INTERPRETATIONS BECOMES MANUFACTURE OF RELEVANT MATERIALS, FINISHES, OR MECHANISMS. PLUMBER AND APPLICATIONS SHALL BE FILED WITH THE DEPARTMENT OF �•0 0 FINAL, CONCLUSIVE, AND BINDING ON ALL PARTIES. 21. INTERIOR FINISH: MATERIALSSHALL BE CLASSIFIED IN ACCORDANCE WITH THE BUILDINGS PRIOR TO THIS ALTERATION. 10.2. IN CASE OF DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS, OR SURFACE FLAMESPREAD RATING OBTAINED AS PRESCRIBED BY PAGE NUMBER WITHIN EITHER DOCUMENT ITSELF, THE BETTER QUALITY, GREATER QUANTITY, CHARACTERISTICS OF BUILDING MATERIALS" AS PER LATEST APPLICABLE CODE 44. ALL PLUMBING WASTE & WATER LINES TO BE TESTED BEFORE COVERING. © DXA studio 2022 MORE COSTLY WORK, OR MORE STRINGENT STANDARDS SHALL BE INCLUDED AND ARCHITECT OF RECORD. TOWN OF SOUTHOgj, .B. BSCAN IN CONTRACT PRICE AND THE MATTER REFERRED TO ARCHITECT'S ATTENTION. 7L,. �" 2020 NYS RESIDENTIAL CODE FRAMING NOTES CHAPTER 3 BUILDING PLANNING R311.7.8 HANDRAILS 1. UNLESS OTHERWISE NOTED, WOOD FRAMING LUMBER (JOISTS, RAFTERS, 10. ALL NAILING AND DETAILS NOT SHOWN SHALL COMPLY WITH NYS RESIDENTIAL 1945 Bayview Avenue HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH STUDS, PLATES, ETC.) TO BE DOUGLAS FIR, MINIMUM Fb. = 1,100 PSF, Fv = 85 CODE. DXA Studio R301.2.1 WIND DESIGN CRITERIA CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS. PSI AND MIN. E = 1,6000,000 PSI, MAX. MOISTURE CONTENT = 19%, GRADE TO Architecture PLLC Mattituck,NY 11952 212 874 0567 R301.2.1.2 PROTECTION OF OPENINGS R311.7.8.1 HEIGHT BE STAMPED ON ALL LUMBER AT THE MILL. 11. PROVIDE BRIDGING AT MAX. 8'-0" O.C. FOR ALL JOISTS AND RAFTERS, www.dxastudio.com www.dxastudio.com EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL BE HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38". PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR WINDBORNE R311.7.8.4 CONTINUITY 2. ALL WOOD BLOCKING AND FURRING IN CONTACT WITH CONCRETE OR MASONRY 12. PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL STRUCTURAL DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, TO BE PRESSURE PRESERVATIVE IMPREGNATED DOUGLAS FIR OR LARCH MEMBERS AS REQUIRED FOR STABILITY DURING ALL PHASES OF ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, AND ASTM EJ-886 AS MODIFIED IN SECTION 301.2.1.2.1. SECURELY BOLTED OR SPIKED. CONSTRUCTION. ARRANGEMENTS AND DESIGNS REPRESENTED OR R312.1 GUARDS REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS R303 LIGHT, IVENTILATION AND HEATING REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, 3. WOOD PLATES, NAILERS, ETC. TO BE IN CONTACT WITH CONCRETE OR MASONRY 13. SPACING OF CEILING JOISTS, RAFTERS AND GIRDERS TO BE COORDINATED WITH EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, R303.1 HABITABLE ROOMS PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36" MUST BE PRESSURE IMPREGNATED WITH PRESERVATIVE TO BE SUITABLE LAYOUT OF RECESSED LIGHT FIXTURES, ETC. DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF RETENTION LEVELS. SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, R312.2 WINDOW FALL PROTECTION 14. COORDINATE FRAMING WORK WITH MECHANICAL AND PLUMBING USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. R312.2.1 WINDOW SILLS 4. ALL WOOD WITHIN 8" OF FINISHED GRADE MUST BE PRESSURE IMPREGNATED REQUIREMENTS. USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW WITH PRESERVATIVE TO BE SUITABLE RETENTION LEVELS. PERMISSION AND DIRECTION OF DXA STUDIO. READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OPENING IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND GREATER 15. GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OWNER OUTDOORS SHALL BE NOT LESS THAN 4% OF THE FLOOR AREA BEING VENTILATED. THAN 72" ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE 5. UNLESS NOTED OTHERWISE PLYWOOD SHEATHING SHALL BE 5/8" CDX AT ROOF OF ANY CONDITION THAT MIGHT ENDANGER THE STABILITY OR CAUSE DISTRESS EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH R312.2. AND FLOORS AND 1/2" CDX AT WALLS. TO THE STRUCTURE. STEVE KRAM R303.3 BATHROOMS 100 WEST LANE BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE R314 SMOKE ALARMS 6. FLOOR JOISTS SHALL BE DOUBLED UNDER NON-LOAD BEARING PARTITIONS 16. ELEVATION OF FLOORS, PLATES, RIDGES, ETC. TO BE AS SHOWN ON SOUTHOLD, NY 11971 PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SF, R314.6 POWER SOURCE. SMOKE ALARMS AND HEAT DETECTION SHALL RECEIVE (AND BEARING PARTITIONS WHERE SHOWN). WHERE WALLS ARE PARALLEL TO ARCHITECTURAL DRAWINGS. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS T 310 880 6000 ONE-HALF OF WHICH SHALL BE OPENABLE. THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS JOISTS PROVIDE SOLID BLOCKING BETWEEN JOISTS, BELOW PARTITIONS, TO BE VERIFIED IN THE FILED AND ALL FRAMING WORK MUST BE COORDINATED STRUCTURAL CONSULTANT SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS PERPENDICULAR TO JOIST DIRECTION. WITH THE PROPOSED ARCHITECTURAL DRAWINGS. Nlcwc MEzzAFERRo, PE R304 MINIMUM ROOM AREAS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE NICKniCkmEZZA ERRO, zon.net R304.1 MINIMUM AREA. HABITABLE ROOMS: MIN. 70 SF FLOOR AREA PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE 7. BUILT UP WOOD POSTS SHALL BE FASTENED TOGETHER WITH (2)-10D NAILS AT 17. DRAFT-STOPPING AND FIRE-STOPPING TO BE IN ACCORDANCE WITH NYS T 516 457 5596 R304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS: MIN. TIN ANY HORIZONTAL REQUIRED FOR OVERCURRENT PROTECTION. 6" O.C. IN LAYERS OR BOLTED TOGETHER WITH 1/2" DIAMETER CARRIAGE BOLTS RESIDENTIAL CODE. DIMENSION WITH HEAVY DUTY WASHERS AT 12" O.C. STAGGERED (SOLID POSTS MAY BE R305.1 MINIMUM CEILING HEIGHT R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY USED IN LIEU OF BUILT UP POSTS). 18. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES, OMISSIONS, OR HABITABLE SPACE, HALLWAYS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES PROTECTION OF WOOD AND WOOD-BASED PRODUCTS FROM DECAY SHALL BE HIDDEN CONDITIONS DIFFERING FROM THE INFORMATION PROVIDED, THE SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'. BATHROOMS, TOILET ROOMS AND PROVIDED IN THE LOCATIONS LISTED IN R317 BY THE USE OF NATURALLY DURABLE 8. ENGINEERED LUMBER, I-JOISTS, BEAMS, AND HEADERS SHALL BE AS ARCHITECT SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6'-8F'. WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1. MANUFACTURED BY TRUS-JOIST CORP (OR EQUAL AND APPROVED). WORK. 9. MULTIPLE BEAM ASSEMBLIES SHALL BE FASTENED TOGETHER AS FOLLOWS; (a) R310 EMERGENCY ESCAPE AND RESCUE OPENINGS CHAPTER 6 WALL CONSTRUCTION 2 MEMBERS, 2 ROWS 16D NAILS AT 6" O.C. STAGGERED (b) 3 OR MORE R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED MEMBERS, 2 ROWS OF 1/2" DIAMETER CARRIAGE BOLTS WITH HD WASHERS AT BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN R609 EXTERIOR WINDOWS AND DOOR 3'-0" O.C. ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND R609.6.1 FENESTRATION TESTING AND LABELING RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT FENESTRATION SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, THAT OPENS TO A PUBLIC WAY. LISTED BY AN APPROVED ENTITY, AND BEAR A LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND AN APPROVED INSPECTION R310.2.1 MINIMUM OPENING AREA AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT SPECIFICATION(S): DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LESS THAN 5.7 SF. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION 1. ASTM E1886 AND ASTM E1996; OR 2. AAMA 506. MIN. UNIFORMLY DISTRIBUTED LIVE LOADS (PSF) GROUND SNOW LOAD: 45 LBS SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND BASIC WIND SPEED: 130 MPH RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE UNHABITABLE ATTICS WITHOUT STORAGE: 10 EXPOSURE CATEGORY: B NOT LESS THAN 24" AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". CHAPTER 7 WALL COVERING UNHABITABLE ATTICS WITH LIMITED STORAGE: 200 SEISMIC DESIGN CATEGORY: B GUARDS AND HANDRAILS: WEATHERING: SEVERE R310.2.2 WINDOW SILL HEIGHT R702.7 VAPOR RETARDERS. 40 FROST LINE DEPTH: 3'-0" ROOMS (OTHER THAN SLEEPING ROOMS): WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME 30 SHALL HAVE .A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR. WALLS IN CLIMATE ZONES 5, 6, 7, 8 AND MARINE 4. SLEEPING ROOMS: 40 TERMITE: MODERATE TO HEAVY STAIRS: ICE BARRIER REQUIRED: YES R703.1.1 WATER RESISTANCE. R311 MEANS OF EGRESS THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A REVISIONS R311.2 EGRESS DOOR. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL PROVIDE A ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE EXTERIOR DESCRIPTION DATE CLEAR WIDTH OF NOT LESS THAN 32" CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE ISSUED FOR PERMIT 02.08.2022 EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. REVISED FOR PERMIT APPROVAL 04.05.2022 R311.7 STAIRWAYS R311.7.1 WIDTH: MIN. 36" IN CLEAR WIDTH R703.1.2 WIND RESISTANCE. R311.7.2 HEADROOM: MIN. 6'-8FF. WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENTS SHALL BE R311.7.3 VERTICAL RISE: MAX. 151" BETWEEN FLOOR LEVELS OR LANDINGS CAPABLE OF RESISTING WIND LOADS IN ACCORDANCE WITH TABLES R301.2(2) AND R311.7.5.1 RISERS: MAX. 8 1/4" R301.2(3). WIND-PRESSURE RESISTANCE OF THE SIDING, SOFFIT AND BACKING R311.7.5.2 TREADS: MIN. 9" MATERIALS SHALL BE DETERMINED BY ASTM E330 OR OTHER APPLICABLE STANDARD TEST METHODS. FLOOD INSURANCE RATE MAP (FIRM) - 36103CO168H, 2009 (N.T.S.) ZONING MAP (N.T.S.) TAX MAP (N.T.S.) NOTES TO USERS LEGEND B I �' en vti«Fa i' Le u Rio• S 1 W N PROJECT ECT NA MEQ4 rH� D , LI 8 v Cr so i.RB t�l �C`Y � L.. - - 1-{ {. i -'"tel _ 7 e • I i kl .. .. .- ».� �r KR AM RESIDENCE SID E N CE h.`EO .. « «.,. «,. .. NA-�we6« r R as - _ SITE: - -.....«. �9.. N( i „ �, 100 WEST LANE .. �, Y I. . 1{ rias R LOCATION: 100 WEST LANE o . �«-« ,«�. �M ..�M 100 WEST LANE -..,,�-,,.- .» ;,jr, M,1 _ Q e emr (I -�'� SOUTHOLD, NY 11971 Q SOUTHOLD, NY 11971 ..,..�. .- - «�n •- SOUTHOLD, NY 11971 I • « ,- ;` Q - 36e813 i o- TOWN: SOUTHOLD WITHIN COASTAL AO ZONE ---- - �� �`� � ' ;p� .4; �� � DRAWING NAME :..--- °-� ZONING DISTRICT; AC -AGRICULTURAL (DEPTH 2 � .......... ....-»»„ t`;,• � THE ESPLANADE E• -" _R8D - ao 100 WEST LANE CONSERVATION (2 ACRE) CODE & FRAMING NOTES, ;;;,� «�. �rTT,EPECON,� -« ."« SOUTHOLD NY 11971 `'' « BAY i,« 1-80 ' 'a ZONING MAP: TOWN OF SOUTHOLD �-� --- - ZONING INFORMATION WITHIN ZONING DISTRICT AC ZONING MAP 2 .. w ... -, ..- T- a as 8e iy t s A ---- 365342 -wK �� TURF DATE 04.05.2022 Pfu. I �^� v AL+SIGNA _. _.. Zone �Deseription - 1000-88-6-12 �` " TAX MAP ID: � sE AC __Agricufiurel Conservation(2 acre) J, AC^ Residential Low Density(,acre) DISTRICT. `' I -4 0, :R-80 Residential Low Density(2 acre) 1000 � A.., t PROJECT NUMBER 21.42 °^ «• �R-120 Residential Low Density 3 acre �' ` SECTION: _ 88 _ f.' w t+ R-zoo Residential Low Density(5 acre) ;F"f` �' R, DRAWING NUMBER '•°w:, ,:"«"°.'"°j«a 1 I w..,«..,...,.. ,�°,e.." '«' p,, Ai i(` ,. �R400 Residential Low Density(10 acre) ;� 5 • « Te.,,,or ° - AHD BLOCK. Hamlet Dens' Residential e„ FT: 36NO b 'AND AttoMaWe Housing District ___ � ♦ `` '^ o .,3 r r 'RR _ Resort Residential LOT: 12 ;L--•j-'y } ` p. ... COASTAL B(CBRS)LEGEND CES 1 --- �y+1F01,� .� �y '--- y RO Residential OfficeYSTEM 0 j I'„". - e jj - AC / iHB Hamlet Business f ,LB Limited Business FIRM � o'�> B General Business ZONING LOT AREA: �e K=INMFXa MBWV Z,p, �E +' MI Marine 15,783 SF ( ! G-100.00 'MIIMarine II + ' .�•.` `„ 1 ry } /J,r - °.. - -.�-.,°,•N« „ r��. . Light LOT COVERAGE: f -�.N g 17% (MAX. 20%) �,. -r .... .... .. ,� a I rRNrems �.... .,v LI-_ .Light Industrial \ / ®'\„',: t•'' •,�`�. / Y PAGE NUMBER 26 FEET (MAX. 35 FEET) --`�- ' m,....... . °'' ` eaoN,TaaM R Town of Souhold Section 2 of 4 ti R-Bo BUILDING HEIGHT: V, M -.•a .,„•.« I °` New ZoninfMap Adopted NUMBER OF STORIES: 2 (MAX. 2 1/2) ' w.awc a 1 80UfNot O,TOM OF UN13 � u , ,«,.,,.... - -`-"--.-- by Southoll Town Board .� ©DXA studio 2022 I wwn 'PANE-1"".,1 Y L 880E 018,: TOWN OF SOUTHOL B .• SUFFIX. P SCAN %H E C on Novemier3, 2004 as . � N�cgq +�, . .. . No. 23 of 2004 SITE. Y Local Lav MAPREVBEo Scale: 1 iech = 1000 feet 100 WEST LANE N -'--``- " SOUTHOLD, NY 11971 ra«'ero,u.«..nwu+P•n J SEPTEMBER 25,NM .,,.yu..ovranawn.,r., i idenlEr.«-rnAaeny DXA studio 1945 Bayview Avenue r Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com 7R NEW ROOF i ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR 14" REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, NEW BATH 1 ---__ - 3, NEW BATH 2 DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR r----- T USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. I I I I I I i OWNER � � I STEVE KRAM 100 WEST LANE 2ND FLOOR 2„ i 2„ L---j 4"VTR SOUTHOLD, NY 11971 EX'G ROOF l T 310 880 6000 3" 1-1/2" 3" 1-1/2" STRUCTURAL CONSULTANT I I I � c.o. 3" C.O. NICK MEZZAFER , PE 3" 4' nickmazzaferro@ erizon.net I EX'G MASTER BATH r--__ 3"_ EX'G BATH 2 T 516 457 5596 RELOCATED RELOCATED 4 4 3" _--- -- - KITCHEN LAUNDRY I EX'G BATH 1 __-----r-_ _ --, ––––– –2" r––––––––-- 1-1/2" 1-1/4" 1-1/4" I I I I I ". i I 3"F.A.I. I � I — -- WASHING DISHWASHER MACHINE 1ST FLOOR 2 2 2 L--j 1-1/2" 3" 1-1/2" 3" 1-1/2" 3" 1-1/2" C.O. 3" 3" I C.O. C.O. 3" C.O. 3" 4" 4" CRAWL SPACE c.o.� 4" _ TO APPROVED 4"C.I. SEPTIC SYSTEM HOUSE TRAP GENERAL NOTES: 1.ALL HORIZONTAL PIPE RUNS,WASTES OR VENTS SHALL PITCH A MINIMUM OF 1/4" PER FOOT. 2.ALL VTR'S TO BE LOCATED IN REAR ROOF IF POSSIBLE. 1 PLUMBING RISER DIAGRAM N.T.S. 3.VTR'S SHALL NOT BE LOCATED WITHIN 10 FEET OF A WINDOW. 4. LICENSED PLUMBER TO REVIEW DIAGRAM AND CORRECT AS REQUIRED. REVISIONS 5.ALL WORK TO CONFIRM WITH ALL APPLICABLE CODES. 6.ALL WATER LINES TO BE COPPER(TYPE L OR K), PEX,OR APPROVED EQUAL. DESCRIPTION DATE 7.CONTRACTOR TO DETERMINE ALL PIPE RUNS. ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL 04.05.2022 PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME PLUMBING RISER DIAGRAM SEAIL+SIGNATURE DATE 04.05.2022 'tr PROJECT NUMBER 21.42 DRAWING NUMBER F G-101.00 PAGE NUMBER ©DXA studio 2022 TOWN OF SOU O.B. BSCAN AIR LEAKAGE, INSULATION, FENESTRATION & DOOR NOTES DXA studio 19456ayviewAvenue Architecture PLLC Mattituck,NY 119522 212 874 0567 www.dxastudio.com www.dxastudio.com 1. THE CONSTRUCTION DRAWINGS SUBMITTED FOR APPROVAL PROVIDE THE ENERGY DESIGN INTENT THAT DEMONSTRATE COMPLIANCE WITH THE ENERGY EFFICIENCY VALUES CONTAINED IN THE ENERGY ANALYSIS PRESENTED FOR THE BUILDING ENVELOPE AND FOUNDATION DESIGN, 2. THE CONSTRUCTION DOCUMENTS SUBMITTED FOR APPROVAL ALSO COMPLY WITH THE REQUIREMENTS OF 2020 NYS ENERGY CONSERVATION CODE AND 2020 NYSTRETCH-2018 IECC. THE ENTIRE BUILDING IS DESIGNED AND SHOULD BE CONSTRUCTED ACCORDING TO REQUIREMENTS LISTED BELOW: Generated by REScheck-Web Software ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, LAIR LEAKAGEARRANGEMENTS AND DESIGNS REPRESENTED OR 1.1.CONTINUOUS AIR BARRIER.THE ENTIRE BUILDING ENVELOPE IS DESIGNED AND SHOULD BE CONSTRUCTED WITH A CONTINUOUS AIR BARRIER.SEE DETAILED ITEMS BELOW: �{ Compliance Certificate - tl ° ' - , REFERRED TO ARE THE PROPERTY OF DXA STUDIO I.L1,CONTINUOUS AIR BARRIER DESIGN.THE AIR BARRIER IS DESIGNED AND NOTED IN THE FOLLOWING MANNER: v_..._.._ w. p # _ d _ WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS a. ALL AIR BARRIER COMPONENTS OF EACH BUILDING ENVELOPE ASSEMBLY ARE IDENTIFIED,CALLED OUT OR NOTED ON CONSTRUCTION DOCUMENTS. 5HGC:dow 1:WOOdFrame EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, b. THE JOINTS,INTERCONNECTIONS,AND PENETRATIONS OF THE AIR BARRIER COMPONENTS ARE DESIGNED TO BE COMPLETELY SEALED. SHGC: tion 88 0.260 0.270 23 24 DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE Orientation:Back c. THE CONTINUOUS AIR BARRIER EXTENDS OVERALL SURFACES OF THE BUILDING ENVELOPE(AT THE LOWEST FLOOR,EXTERIOR WALLS,AND CEILING OR ROOF). Project KRAM RESIDENCE window 9:Wood Frame SOLELY FOR USE ON AND IN CONNECTION WITH THIS d. THE CONTINUOUS AIR BARRIER IS DESIGNED TO RESIST POSITIVE AND NEGATIVE PRESSURES FROM WIND,STACK EFFECT,AND MECHANICAL VENTILATION. SHGC:0.36 38 0.260 0.270 10 10 PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 1.1.2.AIR BARRIER INSTALLATION.THE FOLLOWING AREAS OF THE BUILDING ENVELOPE SHOULD BE WRAPPED,SEALED,CAULKED,GASKETED,OR TAPED IN AN APPROVED MANNER,AS STATED IN PROJECT Energy Code: 2020 NYStretch-2018 IECC Orientation:Back USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY Wall 4:Wood Frame,16"o.c. SPECIFICATIONS AND SHOWN ON CONSTRUCTION DRAWINGS,TO MINIMIZE AIR LEAKAGE: Location: Southold, New York Orientation:Front 89 15.0 0.0 0.077 0.045 7 4 USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN a. JOINTS AROUND FENESTRATION AND DOOR FRAMES(BOTH MANUFACTURED AND SITE-BUILT) Construction Type: Single-family Wall 5:Wood Frame,16"o.c. PERMISSION AND DIRECTION OF DXA STUDIO. b. JUNCTIONS BETWEEN WALLS AND FLOORS,BETWEEN WALLS AT BUILDING CORNERS,AND BETWEEN WALLS AND ROOFS OR CEILINGS Project Type: Addition28 15.0 0.0 0,077 0,045 2 1 c. PENETRATIONS THROUGH THE AIR BARRIER IN BUILDING ENVELOPE ROOFS,WALLS,AND FLOORS Orientation:Left side d. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS Orientation: Bldg.faces 215 deg. from North Wall 6:Wood Frame,16"o.c. e. BUILDI,SEAMS,CCNNEUSEDACTIONS DUCTS ORETWEEN LENUMNDOTHERCHANGESINAIRBARRIERMATERIALS Climate Zone: 4 (5572 HDD) Orientation:Back 31 15.0 0.0 0,077 0,045 2 1 OWNER Permit Date: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 1.1.3.TESTING,ACCEPTABLE MATERIALS,AND ASSEMBLIES,CONTINUOUS AIR BARRIER MATERIALS AND ASSEMBLIES FOR THE OPAQUE BUILDING ENVELOPE SHOULD COMPLY WITH EITHER OFTHE Permit Number: calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC STEVE KRAM FOLLOWING REQUIREMENTS STATED IN ASHRAE 90.12016 SECTION 5.4.3.1.3: requirements In REScheck Version:REScheck-Web and t0 comply With the mandatory requirements listed in the REScheck Inspection a. MATERIALS THAT HAVE AN AIR PERMEANCE NOT EXCEEDING 0.004 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.31N.OF WATER(1.57 PSF)WHEN TESTED IN ACCORDANCE WITH ASTM E 2178. Construction Site: Owner/Agent: Designer/Contractor: Checklist, 100 WEST LANE THE FOLLOWING MATERIALS MEET THESE REQUIREMENTS: 100 WEST LANE STEVE KRAM JORDAN ROGOVE JORDAN ROGOVE, PARTNER EDA 04/05/2022 SOUTHOLD, NY 11971 1.PLYWOOD-MINIMUM 3/8 IN. SOUTHOLD,NY 11971 100 WEST LANE DXA Studio Name-Title Signature �Fl" PAUL R �� Date T 310 880 6000 2.ORIENTED STRAND BOARD-MINIMUM 3/8 1N. SOUTHOLD,NY 11971 1945 BAYVIEW AVENUE 3.EXTRUDED POLYSTYRENE INSULATION BOARD-MINIMUM 1/21N. 310-880-6000 MATTITUCK,NY 11952 4.FOIL-FACED URETHANE INSULATION BOARD-MINIMUM 1/21N. steve@kraml.com 212-874-0567 7 �' STRUCTURAL CONSULTANT 5.EXTERIOR GYPSUM SHEATHING OR INTERIOR GYPSUM BOARD-MINIMUM 1/21N. www.dxastudio.com J 6.CEMENT BOARD-MINIMUM 1/21N. 7.BUILT-UP ROOFING MEMBRANE NNICK MEZZAFERRO, PE � 8 MODIFIED BITUMINOUS ROOF MEMBRANE _ . '9T 92476 ypQ' nickmazzaferro@verizon.net 9.FA PORTLAND CEMENT/SAND PULLYADHERED SINGLE-PLY ARGE,MEMBRANE GYPSUM PLASTER-MINIMUM 1/2 IN.THICK Compliance: 2.4%"Better Than h "` ___- _ _I `Q T 516 457 5596 Code Maximum UA: 167 Your UA: 163 Maximum SHGC: 0.40 Your SHGC: 0.36 F N li.CAST-IN-PLACE AND PRECAST CONCRETE The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, 12.SHEET METAL It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 13.CLOSED-CELL 2 LB/FT3 NOMINAL DENSITY SPRAY POLYURETHANE FOAM-MINIMUM I IN. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck.Each slab-on-grade b. ASSEMBLIES OF MATERIALS AND COMPONENTS(SEALANTS,TAPES,ETC.)THAT HAVE AN AVERAGE AIR LEAKAGE NOT TO EXCEED 0.04 CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.3 IN.OF assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. WATER(1.57 PSF) WHEN TESTED IN ACCORDANCE WITH ASTM E 2357,ASTM E 1677,ASTM E 1680,OR ASTM E283.THE FOLLOWING ASSEMBLIES MEET THESE REQUIREMENTS: 1.CONCRETE MASONRY WALLS THAT ARE (a) FULLYGROUTED,OR (b) PAINTED TO FILL THE PORES. Envelope Assemblies L2,FENESTRATION AND DOORS.AIR LEAKAGE FOR FENESTRATION AND DOORS IS TO BE DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440,NFRC 400,OR ASTM E283 AS SPECIFIEDT c BELOW.AIR LEAKAGE SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION,SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL,AND �" - C' ` WILL 8E LABELED AND CERTI FIED BYTHE MANUFACTURER.PER SECTION 5.4.3.2 OF ASH RAE 90.12016,AIR LEAKAGE SHALL NOT EXCEED: a. 1.0 CFM/FT2 FOR GLAZED SWINGING ENTRANCE DOORS AND REVOLVING DOORS,TESTED AT A PRESSURE OF AT LEAST 1.57 PSF IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440,NFRC Ceiling:Flat Ceiling or Scissor Truss 1,109 38.0 24.0 0.017 0.026 19 29 400,OR ASTM E283; Skylight 2:Metal Frame w/Thermal Break b. 0.06 CFM/FT2 FOR CURTAINWALL AND STOREFRONT GLAZING,TESTED AT A PRESSURE OF AT LEAST 1.57 PSF OR HIGHER IN ACCORDANCE WITH NFRC 400 OR ASTM E283; SHGC:0,36 9 0.260 0.500 2 5 c. 0.3 CFM/FT2 FOR UNIT SKYLIGHTS HAVING CONDENSATION WEEP-AGE OPENINGS,TESTED AT A PRESSURE OF AT LEAST 1.57 PSF IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 OR Wall:Wood Frame,16"D.C. NFRC 400,OR 0.5 CFM/FT2 TESTED ATA PRESSURE OF AT LEAST 6.24 PSF IN ACCORDANCE WITH AAMA/WDMA/CSA 1o1/I.S.2/A440; Orientation:Front 392 24.0 0.0 0.054 0,045 12 10 d. 1.3 CFM/FT2 FOR NONSWINGING DOORS INTENDED FOR VEHICULAR ACCESS AND MATERIAL TRANSPORTATION,WITH A MINIMUM OPENING RATE OF 321N./S,TESTED AT A PRESSURE OF AT LEAST Window 3:Wood Frame 1.57 PSF OR HIGHER IN ACCORDANCE WITH ANSI/DASMA 105,NFRC 400,OR ASTM E283. SHGC:0.36 115 0.260 0.270 30 31 e. 0.4 CFM/FT2 FOR OTHER NONSWINGING OPAQUE DOORS,GLAZED SECTIONAL GARAGE DOORS,AND UPWARD ACTING NONSWINGING GLAZED DOORS TESTED AT A PRESSURE OF AT LEAST 1.57 PSF Orientation:Front OR HIGHER IN ACCORDANCE WITH ANSI/DASMA 105,NFRC 400,OR ASTM E283;AND Window 4:Wood Frame f. 0.2 CFM/FT2 FOR ALL OTHER PRODUCTS TESTED ATA PRESSURE OF AT LEAST 1.57 PSF IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 OR NFRC 400,OR 0.3 CFM/FT2 TESTED ATA SHGC:0.36 50 0.260 0.270 13 14 PRESSURE OF AT LEAST 6.24 PSF IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S/A440. Orientation:Front EXCEPTIONS: L FIELD-FABRICATED FENESTRATION AND DOORS Wali Wood Frame,16"O.C. orientation:Right side 131 24.0 0.0 0.054 0.045 7 6 2.METAL COILING DOORS IN SEMI HEATED SPACES Wall 2:Wood Frame,16"O.C. 3.PRODUCTS IN BUILDINGS THAT COMPLY WITH A WHOLE BUILDING AIR LEAKAGE RATE OF OA CFM/FT2 UNDER A PRESSURE DIFFERENTIAL OF 0.31N.OF WATER,1.57 PSF WHEN TESTED IN Orientation:Left side 268 24,0 0.0 0.054 0.045 13 11 ACCORDANCE WITH ASTM E 779 Window 2:Wood Frame 1.2.1.LABORATORY TESTING SHOULD FOLLOW THE BELOW PROCEDURE: SHGC: Z8 0,260 0.270 7 8 Orientation :Left side PRETEST:PRESSURIZE UNIT TO 50%DESIGN PRESSURE FOR 10 SECONDS. Wall 3:Wood Frame,16"O.C. OPEN AND CLOSE(FULL CYCLES)ALL OPERABLE UNITS 50 TIMES. Orientation:Back 422 24.0 0.0 0,054 0.045 16 13 -AIR INFILTRATION(ASTM E283):PROVIDE 6.24 PSF.ALLOWABLE:FIXED WINDOWS TO BE 0.10 CFM AND OPERABLE WINDOWS(AW-COMPRESSION SEAL)0.1 CFM OR(AW-SLIDING SEAL)0.30 CFM. CURTAIN WALL ASSEMBLY AIR LEAKAGE NOT TO EXCEED 0.06 CFM. -REPEAT STATIC AIR PRESSURE(ASTM 283) Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 -THERMAL CYCLING TEST(AAMA 501.5) Data filename: Page 1 Of10 Data filename: Page 2 of10 -CONDENSATION RESISTANCE TEST(AAMA 1502)AND THERMAL TRANSMITTANCE TEST(HAMA 1503) 9 -ALTERNATE TRICKLE VENT TESTING-AIR LEAKAGE RESISTANCE TEST(MODIFIED):PROVIDE WIND PRESSURE IN INCREMENTS OF 5MPH UP TO 110 MPH,TAKE AIRFLOW READINGS(CFM)AT EACH 5MPH INCREMENT,TRICKLE VENT WILL BE TESTED IN THE OPEN POSITION.ALLOWABLE WILL BE DETERMINED BY COMPARING TESTING DATA OF THE TRICKLE VENT BY ITSELF. 1.2.2.FIELD TESTING SHOULD FOLLOW THE BELOW PROCEDURE IN ACCORDANCE TO AAMA 502: -AIR INFILTRATION(ASTM E783):AT 6.24 PSF AIR INFILTRATION ALLOWANCE FOR FIXED GLAZING,OPERABLE GLAZING AND CURTAIN WALL NOT TO EXCEED 0.1,0.30 AND 0.06 CFM,RESPECTIVELY. -TESTING UNITS AS SELECTED BYARCHITECTAT 20%,50%AND 80%INSTALLATION COMPLETION,PRIOR TO INSTALLATION OF INTERIOR FINISHES. -TESTING SHALL BE CONDUCTED BY AN AAMA CERTIFIED TESTING AGENCY THAT IS ACCEPTABLE TO THE ARCHITECT AND THE WINDOW MANUFACTURER. REScheck Software Version : REScheck-Web Section # Foundation Inspection Complies? Comments/Assumptions 2.INSULATION Inspection Checklist &Re .ID 303.2.1 ;A protective covering is Installed to ;❑Complies ;Exception:Requirement is not applicable. 2.1,LABELING OF BUILDING ENVELOPE INSULATION.THE RATED R-VALUE OF INSULATION SHALL BE CLEARLY IDENTIFIED BYAN IDENTIFICATION MARK APPLIED BYTHE MANUFACTURER TO EACH PIECE OF [F011]2 protect exposed exterior insulation CIDoes Not REVISIONS BUILDING ENVELOPE INSULATION. Energy Code: 2020 NYStretch - 2018 IECC A4; and extends a minimum of 61n.below; EXCEPTION:WHEN INSULATION DOES NOT HAVE SUCH AN IDENTIFICATION MARK,THE INSTALLER OF SUCH INSULATION SHALL PROVIDE A SIGNED AND DATED CERTIFICATION FOR THE INSTALLED INSULATION grade. ,❑Not Observable I LISTING THE TYPE OF INSULATION,THE MANUFACTURER,THE RATED R-VALUE OF INSULATION,AND,WHERE APPROPRIATE,THE INITIAL INSTALLED THICKNESS,THE SETTLED THICKNESS,AND THE Requirements: 31.0%were addressed directly in the REScheck software ;❑Not Applicable DESCRIPTION DATE COVERAGE AREA. Text in the"Comments/Assumptions"column is provided by the user in the(REScheck Requirements screen. For each 403.9[170121z lnstw-and ice-melting system controls OCoespNot ISSUED FOR PERMIT 02.08.2022 requirement,the user certifies that a code requirement will be met and how'that is documented,or that an exception 2.2.COMPLIANCE WITH MANUFACTURERS'REQUIREMENTS.INSULATION MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS AND IN SUCH A MANNER AS TO is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. <'' ;❑Not Observable; ACHIEVE RATED R-VALUE OF INSULATION. :F-]Not Applicable ; REVISED FOR PERMIT APPROVAL 04.05.2022 EXCEPTION:WHERE METAL BUILDING ROOF AND METAL BUILDING WALL INSULATION IS COMPRESSED BETWEEN THE ROOF OR WALL SKIN AND THE STRUCTURE. Section # Pre-Inspection/Plan Review PlansValue Verified FielValueffed Complies? Comments/Assumptions Additional Comments/Assumptions: 2.3.LOOSE-FILL INSULATION LIMITATION.OPEN-BLOWN OR POURED LOOSE-FILL INSULATION SHALL NOT BE USED IN ATTIC ROOF SPACES WHEN THE SLOPE OF THE CEILING IS MORE THAN THREE IN TWELVE. &Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 2.4.BAFFLES.WHEN EAVE VENTS ARE INSTALLED,BAFFLING OF THE VENT OPENINGS SHALL BE PROVIDED TO DEFLECT THE INCOMING AIR ABOVE THE SURFACE OF THE INSULATION. 103.2 documentation demonstrate ❑Does Not [PRI]' :energy code compliance for the ❑Not Observable :Location on plans/spec: 2.5 SUBSTANTIAL CONTACT,INSULATION SHALL BE INSTALLED INA PERMANENT MANNER INSUBSTANTIAL CONTACT WITH THE INSIDE SURFACE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS �1 ;building envelope.Thermal i ,Refer to Sections A-300s. FOR THE FRAMING SYSTEM USED.FLEXIBLE BATT INSULATION INSTALLED IN FLOOR CAVITIES SHALL BE SUPPORTED IN A PERMANENT MANNER BY SUPPORTS NO GREATER THAN 24 IN.ON CENTER. envelope represented on i. ONot Applicable ; ;construction documents. 2.6.RECESSED EQUIPMENT.LIGHTING FIXTURES;HEATING,VENTILATING,AND AIR-CONDITIONING EQUIPMENT,INCLUDING WALL HEATERS,DUCTS,AND PLENUMS;AND OTHER EQUIPMENT SHALL NOT BE 103.1, ;Construction drawings and g ❑Complies RECESSED IN SUCH A MANNER ASTOAFFECTTHE INSULATION THICKNESS UNLESS: 103.2, :documentation demonstrate ❑Does Not a.THETOTAL COMBINED AREAAFFECTED(INCLUDING NECESSARY CLEARANCES)IS LESS THAN 1%OFTHE OPAQUEARFA OFTHE ASSEMBLY, 403.7 ;energy code compliance for [PR3]i lighting and mechanical systems. []Not Observable b.THE ENTIRE ROOF,WALL,OR FLOOR IS COVERED WITH INSULATION TO THE FULL DEPTH REQUIRED,OR :Systems serving multiple ❑Not Applicable c.THE EFFECTS OF REDUCED INSULATION ARE INCLUDED IN CALCULATIONS USING AN AREA-WEIGHTED-AVERAGE METHOD AND COMPRESSED INSULATION VALUES OBTAINED FROM TABLE A9.4.3. dwelling units must demonstrate IN ALL CASES,AIR LEAKAGE THROUGH OR AROUND THE RECESSED EQUIPMENT TO THE CONDITIONED SPACE SHALL BE LIMITED IN ACCORDANCE WITH SECTION 5.4.3. compliance with the IECC !Commercial Provisions. 2.7.INSULATION PROTECTION.EXTERIOR INSULATION SHALL BE COVERED WITH A PROTECTIVE MATERIAL TO PREVENT DAMAGE FROM SUNLIGHT,MOISTURE,LANDSCAPING OPERATIONS,EQUIPMENT 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies MAINTENANCE,AND WIND. 403.7 'sized per ACCA Manual S based : Btu/hr_ : Btu/hr ❑Does Not a.IN ATTICS AND MECHANICAL ROOMS,A WAYTO ACCESS EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE PROVIDED. [PR2)2 On loads Calculated per ACCA Cooling: : Cooling: b,FOUNDATION VENTS SHALL NOT INTERFERE WITH THE INSULATION. { Manual J or other methods j Btu/hr_ j Btu/hr ❑Not Observable c.INSULATION MATERIALS IN GROUND CONTACT SHALL HAVE A WATER ABSORPTION RATE NO GREATER THAN 0.3%WHEN TESTED IN ACCORDANCE WITH ASTM C272. approved by the code Official. ❑Not Applicable 2.8.LOCATION OF ROOF INSULATION.THE ROOF INSULATION SHALL NOT BE INSTALLED ON A SUSPENDED CEILING WITH REMOVABLE CEILING PANELS. PROJECT NAME Additional Comments/Assumptions: 2.9.EXTENT OF INSULATION.INSULATION SHALL EXTEND OVER THE FULL COMPONENT AREA TO THE REQUIRED RATED R-VALUE OF INSULATION,U-FACTOR,C-FACTOR,OR F-FACTOR,UNLESS OTHERWISE KRAM R ES I D E N C E ALLOWED IN SECTION 5.8.1. 2.10.JOINTS IN RIGID INSULATION.WHERE TWO OR MORE LAYERS OF RIGID INSULATION BOARD ARE USED IN A CONSTRUCTION ASSEMBLY,THE EDGE JOINTS BETWEEN EACH LAYER OF BOARDS SHALL BE 100 WEST LANE STAGGERED. 3.FENESTRATION AND DOORS SOUTHOLD, NY 11971 3.1.RATING OF FENESTRATION PRODUCTS.THE U-FACTOR,SHGC,VT,AND AIR LEAKAGE RATE FOR ALL MANUFACTURED FENESTRATION PRODUCTS SHALL BE DETERMINED BY A LABORATORY ACCREDITED BY A NATIONALLY RECOGNIZED ACCREDITATION ORGANIZATION,SUCH AS THE NATIONAL FENESTRATION RATING COUNCIL. DRAWING NAME 3.2.LABELING OF FENESTRA71ON AND DOOR PRODUCTS.ALL MANUFACTURED AND SITE-BUILT FENESTRATION AND DOOR PRODUCTS SHALL BE LABELED,OR A SIGNED AND DATED CERTIFICATE SHALL BE PROVIDED,BYTHE MANUFACTURER,LISTING THE U-FACTOR,SHGC,VT,AND AIR LEAKAGE RATE. �/� EXCEPTION:DOORS WITH LESS THAN 25%GLAZING ARE NOT REQUIRED TO LIST SHGC AND VT. ENERGY CODE COMPLIANCE 3.3.U-FACTOR.U-FACTORS SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100.U-FACTORS FOR SKYLIGHTS SHALL BE DETERMINED FOR A SLOPE OF 20 DEGREES ABOVE THE HORIZONTAL. EXCEPTIONS: 1.U-FARESCHECK & NOTES 1. •FACTORS FROM SECTION A8.1 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE U-FACTOR CRITERIA FOR SKYLIGHTS.WHERE CREDIT IS BEING TAKEN FOR 2.A LOW-EMISSIVITY COATING,THE EMISSIVITY OF THE COATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 300.EMISSIVITY SHALL BE VERIFIED AND CERTIFIED BY THE MANUFACTURER. 2.U-FACTORS FROM SECTION A8.2 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE U-FACTOR CRITERIA FOR VERTICAL FENESTRATION. 3.U-FACTORS FROM SECTION A7 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE U-FACTOR CRITERIA FOR OPAQUE DOORS. 4.FOR SECTIONAL GARAGE DOORS AND METAL COILING DOORS,ANSVDASMA105 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING UTACTORS. SEAL+SIGNATURE DATE 04.05.2022 3.4.SOLAR HEAT GAIN COEFFICIENT.SHGC FOR THE OVERALL FENESTRATION AREA SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200. _ PROJECT NUMBER 21.42 EXCEPTIONS: T 1.SHADING COEFFICIENT(SC)OF THE CENTER-OF-GLASS MULTIPLIED BY 0.86 SHALL BEAN ACCEPTABLE ALTERNATIVE FOR 2.DETERMINING COMPLIANCE WITH THE SHGC REQUIREMENTS FOR THE OVERALL FENESTRATION AREA.SC SHALL BE DETERMINED USING A SPECTRAL DATA FILE DETERMINED IN ACCORDANCE WITH ' DRAWING NUMBER NFRC 300.SC SHALL BE VERIFIED AND CERTIFIED BYTHE MANUFACTURER. 3.SHGC OF THE CENTER-OF-GLASS SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE SHGC 4.REQUIREMENTS FORTHE OVERALL FENESTRATION AREA.SHGC SHALL BE DETERMINED USING A SPECTRAL DATA FILE DETERMINED IN ACCORDANCE WITH NFRC 300.SHGC SHALL BE VERIFIED AND S CERTIFIED BYTHE MANUFACTURER, 5.SHGC FROM SECTION A8.1 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE SHGC CRITERIA FOR SKYLIGHTS.WHERE CREDIT IS BEING TAKEN FOR A LOWEMISSIVITY 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 35-Impact(Tier 3) COATING,THE EMISSIVITY OF THE COATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 300.EMISSIVITY SHALL BE VERIFIED AND CERTIFIED BYTHE MANUFACTURER. j / 6.SHGC FROM SECTION A8.2 SHALL BE AN ACCEPTABLE ALTERNATIVE FOR DETERMINING COMPLIANCE WITH THE SHGC CRITERIA FOR VERTICAL FENESTRATION. Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 ` fJ' Data filename: Page 3 of10 Data filename: Page 4 of10 3.5.VISIBLE TRANSMITTANCE.VT SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 200.VT SHALL BE VERIFIED AND CERTIFIED BY THE MANUFACTURER. EXCEPTION:FOR SKYLIGHTS WHOSE TRANSMITTANCES ARE NOT WITHIN THE SCOPE OF NFRC 200,THEIR TRANSMITTANCE SHALL BE THE SOLAR PHOTOMETRIC TRANSMITTANCE OF THE SKYLIGHT GLAZING / , ,,;r PAGE NUMBER MATERIALS DETERMINED IN ACCORDANCE WITH ASTM E972. 0 DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com Section Section Section Section Plans' Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, # Framing/Rough-In Inspection Value Value Complies- Comments/Assumptions &Re .ID Framing/Rough-In Inspection Value Value Complies- Comments/Assumptions &Re .ID Insulation Inspection Value Value Complies. Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions ARRANGEMENTS AND DESIGNS REPRESENTED OR &Req.ID &Req.ID 402.1.1, ;Glazing U-factor(area-weighted U-- U-- I❑Complies ;See the Envelope Assemblies 403.3.3 ;Ducts declared to be within the � ;❑Complies 303.1 All installed insulation is labeled �, ❑Complies ;Requirement will be met, 402.1.1, :Ceiling insulation R-value. R- R- ❑Com lie See the Envelo a REFERRED TO ARE THE PROPERTY OF DXA STUDIO 402.3.1, 'average). j❑Does Not ;table for values. [1-11281 conditioned s ace are either 1) a ❑Does Not DN13]2 or the installed R-values p s p Assemblies U IO P s❑Does Not 402.2.1, Wood ;table for values. 402.3.3, ;completely within the continuous a provided. ' ❑ i Wood Not WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS ❑Not observable s' ( ❑Not Observable ??' ❑Not observable 402.2.6, j❑ steel ;❑ Steel ❑Not Observable EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, 402.5 ;air barrier and within the building E 1 j❑Not Applicable thermal envelope,2)buried ❑Not Applicable [ ❑Not Applicable , [FR2] [Fill :❑Not Applicable DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE ;within ceiling insulation in 402.1.1, Wali insulation R-value.If this is a R- R- ❑Complies ;See the Envelope Assemblies accordance with section [ 402.2.5, mass wall with at least 1/2 of the ❑ wood ;❑ wood ;❑Does Not table for values. SOLELY FOR USE ON AND IN CONNECTION WITH THIS 303.1.3 ;U-factors of fenestration products 4 ❑Complies ;Requirement will be met. 11403.3.6 and the air handler is 402.2.6 :wall insulation on the wall Mass Mass 303.1.1.1,;Ceiling insulation installed per ❑Complies :Requirement will be met PROJECT AND A [FR4]1 are determined in accordance ❑Does Not !located completely within the ❑ I O ;❑Not Observable ❑ e MAY NOT BE DISCLOSED OR GIVEN TO OR [IN3] ;exterior,the exterior insulation 303.2 ;manufacturer's instructions. ;with the NFRC test procedure or 'Location on plans/spec: ;continuous air barrier and within ❑ Steel I❑ Steel ;❑Not A Dos Not USED BY ANY PERSON FIRM OR CORPORATION FOR ANY ;V ❑Not Observable `, requirement applies(FR10). Applicable j [F1211 :Blown insulation marked eve ;taken from the default table. ;Refer to EN-100 and A-900 the building thermal envelope 2 every !Location on plans/spec: ' ❑Not Applicable ;window Schedule. and the du9t leakage is<=1.5 ;300 ft ❑Not observable ;Refer to EN-loo. USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN ❑Not Applicable PERMISSION AND DIRECTION OF DXA STUDIO. 402.1.1, ;Skylight U-factor. U-- U-_ DComplies ;see the Envelope Assemblies ;cfm/100 square feet of 303.2 Wall insulation is installed per PERMISSION Requirement will be met. 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met, ;table for values. ;conditioned floor area served by 1 ❑Does Not [F122]2 Insulation Include baffle adjacent ❑Does Not 402.3.3, I j❑Does Not :the duct system,or 3)the ceiling [IN4) manufacturer's instructions. k, 402.3.6, : :❑Not Observable :insulation R-value installed )` j Location on plans/spec: to soffit and eave vents that 402.5 ; F. ❑Not Observable Refer to EN-100. extends over insulation. '❑Not Observable ; OWNER [FR5]1 j❑Not Applicable against and above the Insulated : ; ❑Not Applicable ; ❑Not Applicable duct>=to the proposed ceiling insulation R-value,less the R- Additional Comments/Assumptions: 402.2.4 ,Attic access hatch and door ; R-_ R-_ ❑Complies ;Requirement will be met. 402.4.1.1 Air barrier and thermal barrier ❑Complies ;Requirement will be met. value of the insulation on the , (FI3] ;insulation 2-11-value of the ;❑Does Not STEVE KRAM :adjacent _ assembly.[FR2311 installed per manufacturer's ❑Does Not R 403.4 HVAC ❑Not Observable 100 WEST LANEpi ing conve in fluids R-_ ;❑Com Instructions.An approved third- � :Location on plans/spec: [FR17 2 above 105 QF or chilled fluids ❑ ❑Not Observable ] j Does Not ;❑Not Applicable j SOUTHOLD, NY 11971 party will inspect all components �. ;Refer to EN-100. below 55 QF are insulated to aR- 402.4.1.2 ;Blower door test 50 Pa. <=5 ACH 50= ACH 50=- ❑Com lies Re uirement will be met. and verify compliance.See g ❑Not Applicable ; 3• ❑Not Observable [1-11711 lath in Climate Zones 1-2,and p q T 310 880 6000 :section details and guidance j❑Not Applicable j jack ac l in Climate Zones and DDoes Not ;from Table R402.4,1.1. 403,4,1 :Protection of insulation on HVAC ❑Complies {❑Not Observable 402.4.3 Fenestration that is not site built .,,❑Complies Requirement will be met. (FR24]1 piping, i❑Does Not ❑Not Applicable STRUCTURAL CONSULTANT [FR2011 is listed and labeled as meeting ❑Does Not y:, []Not Observable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies e_y jAAMA/WDMA/CSA 101/1.5.2/A440 ONot Observable j ❑Not Applicable j [FI2711 determine air leakage with ft2 ft2 ;❑Does Not NICK MEZZAFERRO, PE or has infiltration rates per NFRC PP :either:Rough-In test:Total 400 that do not exceed code ❑Not Applicable 403.5.3 Hot water i es are insulated to ; R- ; R- ❑Com lies nielkmazzaferrowerizon.net pipes P :leakage measured with a I❑Not Observable limits. [1-1118]2 zR-3. j❑Does Not pressure differential of 0.1 inch ❑Not Applicable T 516 457 5596 402A.5 IC-rated recessed lighting fixtures -❑Complies I Exception:Requirement is ❑Not Observable w,g,across the system including [FR1612 sealed at housing/interior finish ❑Does Not :not applicable. ;the manufacturer's air handler ❑Not Applicable and labeled to indicate s2.0 cfm [ enclosure if installed at time of } ❑Not Observable leakage at 75 Pa. 403.5 Energy conservation measures ; R-- R-- ;❑Complies nest.Postconstructlon test:Total ❑Not Applicable [FR2912 for SWH systems follow ❑Does Not :,leakage measured with a 403.3.1 Supply and return ducts in attics 'Elco {� guidelines in section R403.5.1-5. j pressure differential of 0.1 inch [FR1211 insulated>-R-8 where duct is K, OD Not ❑Not Observable :❑Not Applicable j w.g.across the entire system ,t >=3 inches in diameter and>= PP ;including the manufacturer's air ❑Not Observable ; R-6 where<3 inches.Supply and�. 403.6 'Automatic or gravity dampers are} ❑Complies ;Requirement will be met. :handler enclosure. return ducts in other portions of a ,❑Not Applicable : {1-1119]2 installed on all outdoor air E ❑Does Not 403.3.4 ;,Duct tightness test result of<=4 1 cfm/100 cfm/100 1❑Complies ;the building insulated>=R-6 for intakes and exhausts. �, ❑Not Observable y Does Not ;diameter>=3 inches and R-4.2 for<3 inches in diameter. } Applicable [F1411 cfm/100 ft2 across the system or I tiT 1� ❑ ❑Not A licable I<m3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ; ❑Not Observable 403.3.2 Ducts,air handlers and filter ❑Complies Additional Comments/Assumptions: tests,verification may need to Applicable (FR1311 boxes are sealed with ❑Does Not i :occur during Framing Inspection. j (joints/seams compliant with ❑Not Observable ; 403.3,2.1 (Air handler leakage designated e. ❑Complies [FI24] :by manufacturer at<=2%of ❑Does Not ;International Mechanical Code or 1 ;design airflow, o International Residential Code,as ❑Not Applicable applicable. ❑Not Observable 403.3 Duct system in new buildings and ❑Complies ❑Not Applicable (FI32]1 ;additions are located in a g •❑Does Not �. 403.1.1 I Programmable thermostats ❑Complies ;conditioned space in accordance } ❑Not Observable [FI9]2 installed for control of primary ' ;with Sections R403.3.7(1-2). heating and cooling systems and - ❑Does Not ❑Not Applicable : initially set by manufacturer to ❑Not Observable 403.3.8 Ducts are sized In accordance ;❑Complies code specifications. -'[]Not Applicable : [FI3311 :with ACCA Manual D and sections€. ❑Does Not 403.1.2 Heat pump thermostat installed ❑Complies 11403.7-8. I ❑Not Observable [FI10]2 on heat pumps. ❑Does Not ❑Not Applicable j .❑Not Observable ; 403.3.5 Building cavities are not used as ❑Complies '❑Not Applicable [FR1513 duets or plenums. ❑Does Not 403.5.1 Circulating service hot water ❑Com Iles ❑Not Observable Does Not ❑ ❑Not Applicable [Flll]2 systems have automatic or P accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 Data filename: Page 5 of 10 Data filename: Page 6 of 10 Data filename: Page 7 of 10 Data filename: Page 8 of 10 Section Plans Verified Field Verified Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions �t y^ pQ n &Re .ID &Re .ID 2020 Illitret ch 403.6.1 All mechanical ventilation system t ❑Complies 404.3 ;one or two-family dwellings and : ❑Complies � [F125]2 fans not part of tested and listed ❑Does Not [1-136]1 ;townhouses with parking area ❑Does Not 201 O CC Energy r�� REVISIONS HVAC equipment meet efficacy :provided on the building site shall ❑Not Observable and air flow limits per Table ❑Not Observable ;have a 208/240V 40-amp outlet k 11403.6.1. '❑Not Applicable :for each dwellingunit or panel ❑Not Applicable p ^ r . DESCRIPTION DATE 403.2 Hol:water boilers supplying heat ❑Complies capacity and conduit for the Elf i C!e n cy Ce I t i t i Cate [F126]2 through one-or two-pipe heating ❑Does Not ;future installation of such an i ISSUED FOR PERMIT 02.08.2022 systems have outdoor setback outlet.See section details. control to lower boiler water ❑Not Observable ; 404.1.1 Fuel gas lighting systems have } ❑Complies REVISED FOR PERMIT APPROVAL 04.05.2022 temperature based on outdoor ❑Not Applicable [FI2313 no continuous pilot light. ❑Does Not temperature. ! �a, �,.•������� ❑Not Observable icr IHr1'i 403.5.1.1 :Heated water circulation systems ❑Complies ❑Not Applicable `- - IF12812 'have a circulation pump.The ❑Does Not Above-Grade Wall 24.00 system return pipe is a dedicated F 401.3 Compliance certificate posted. E ❑Complies ;Requirement will be met. return pipe or a cold water supply�, ❑Not Observable j [F17]2 ❑Does Not Below-Grade Wall 0.00 pipe,Gravity and thermos- k ❑Not Applicable F syphon circulation systems are [. ❑Not Observable Floor 0.00 not:present.Controls for g _ ❑Not Applicable Ceiling/Roof 62.00 circulating hot water system t 303.3 Manufacturer manuals for LL T ❑Complies pumps start the pump with signal E [FI18]3 mechanical and water heating ❑Does Not Ductwork(unconditioned spaces): ,for hot water demand within the systems have been provided. ❑Not Observable occupancy,Controls i '❑Not Applicable � )'# a � automatically turn off the pump b pp' _ � when water is in circulation loop Additional Comments/Assumptions' Window 0.26 0.36 is at set-point temperature and no demand for hot water exists. Door 403.5.1.2 Electric heat trace systems ❑Complies Skylight 0.26 0.36 [F12911 comply with IEEE 515.1 or UL ❑Does Not 51'1.Controls automatically adjust the energy input to the .❑Not Observablei ,;y 61i"dyi:b( icLl,iaiika;p; t heat tracing to maintain the ( '❑Not Applicable `Heating System: desired water temperature in the piping, I' Cooling System: PROJECT NAME 403.522 Demand recirculation water ❑Complies Water Heater' [F130] systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ` ❑Not Observable ❑NotA Applicable � �.�-..�-•.--�...-..__._.._.<-,. .r__,_.._._,.. AM RESIDENCE water entering the cold water Pp Name: Date: piping to<=10441-. Comments 1OO WEST LANE 403.5.4 Drain water heat recovery unfits ' ❑Complies [FI31]2 have>=40 percent efficiency if ,❑Does Not installed for equal flow or>='52 percent efficiency if installed for ❑Not Observable unequal flow.Vertical drain water . '❑Not Applicable SOUTHOLD, NY 119 71 heat recovery units comply with CSA B55.2 and tested and DRAWING NAME 'labeled in accordance with CSA ' 1355.1.Potable water-side pressure loss of drain water Meat ENERGY CODE COMPLIANCE recovery units are<3 psi for Individual units connected to one �,( si two showers.Potable waters- R ESCH ECr side pressure loss of drain water , heat recovery units are<2 psi for individual units connected to three or more showers. 404.1 90`%or more of permanent ❑Complies SEAL+SIGNATURE DATE 04.05.2022 (FI6] :flxt:ures have lamps with an `❑Does Not ;efficacy>=65 lumans/watt or ;have a total luminaire efficacy , ❑Not Observable i PROJECT NUMBER 21.42 >= 45 lumens/watt. ❑Not Applicable 404.2 Detached one and two-family ,❑Complies la ` DRAWING NUMBER [F13511 :dwellings and townhouses where r ❑Does Not ;the conditioned space is>1,400 p ;sf comply with the requirements ❑Not Observable of Appendix RA. B. ❑Not Applicable �- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: KRAM RESIDENCE Report date: 04/05/22 Project Title: KRAM RESIDENCE Report date: 04/05/22 y t` Jf/ li9r - 1.00 Data filename: Page 9 of 10 Data filename: Page 10 of 10 PAGE NUMBER DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 • ; _. ... , www.dxastudlo.com www.dxastudio.com •� J N.._ v_....._ _:.�:.. —.....—._�_ �— .._.. a .. _,.a —__ _ ... a r a....� • _a..... __....T—•n —�.ti_ — .__•.r� _..v...•_-.. _..v_T� ..r.v—._�T_�.... ......r n. .... _. • ._.• r•/-�_�—.._ , _.n _ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, -ry ARRANGEMENTS AND DESIGNS REPRESENTED OR 5U.RVEY OF-- PROPER ., M REFERRED TO ARE THE PROPERTY OF DXA STUDIO ' w 'C{ •� �S�- J�j r WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS TUATE ! ¢ � EXECUTED OR NOT. THEY ARE CREATED, , 51 15AYV EVOLVED ■ � 1�/ DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR J000 001I USED ANY PERSON, FIRM OR YION FOR ANY USE OR PURPOSE WHATSOEVER EXCEPT R UTPON WRITTEN ! I S PERMISSION AND DIRECTION OF DXA STUDIO. 5URV EYED 11-14-02, 01-21-03, 03-2D-03 OWNER 5UFFOLK COUNT"( TAX # STEVE� WEST TA NE 1 SOUTHOLD, NY 11971 rT 310 880 6000 CERTIFIED T ., 0 J01 STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE ffnickmazzaferro@verizon.net 5TEVE K RAM r` -'' y►20 0o T 516 457 5596 (3� , •cr �* � rte, o 0 l H , 0 4.14.5 4,6Pip S � 4.5 { x1.4 0 /_1 0'`�( 5.5 ~' -7.2 J%ill k �{ 41 f ot TO oAll, Cro .2 Tb 0 Tq r ' REVISIONS w • DESCRIPTION DATE ' .7'A Jf ISSUED FOR PERMIT 02.08.2022 �J REVISED FOR PERMIT APPROVAL 04.05.2022 2 NOTES: 1 ' ".,R* '7t PROJECT NAME .� .. ' Unauthdti end altcratTon or rico wiwt'' � -ti a •. :y to a survoy )0I c .Itci Ioa Bu , sell.amVallon Of S . lon 7209,5ut?.�4MatCl 2,of the K RA M RESIDENCE MONUMENT FOUND hrdw Ycrll r:r*IGOUGn Lcu)•+" 100 WEST LANE STAKE FOUND � �/,/�1►' � �' i 7 y a ,3 � y 5 ■ �. 1 morkerd�w th antarm rno?of b•handthelx•vH c�s �,,r„/ _ stamped seal thaR bE+{nJ►stdacrsd to bo valid true SOUTHOLD, N Y 11971 AREA -- 15,7D3 5F OR 0.56 ACRES �� �, r ' ' � _ � e�� �:� �'� ���►�IpP�AIoE�'���to aG 4rd��1`��.s.�xL� tstin�.{ad&.gt Prcctie#for hand�Vru6s arloploq DRAWING NAME PARCEL RCEL L 1 E5 ENTI REL k I'�{ FEMA •� � �, � bg whe Nbr� York`rtatd A55vclnklnn cr shall,run enc+! �?- .��� Lan[ISilrw+s orf; rx+Ed ct+rtlfrcnttvn��i,all�runun�lg FLOOD ZONE AE (ELD MAR # 36105C,0165 C7 '� 7`,c�r� '��j• LAND �� tone person for wham the�g y�prepcu••ed' SITE SURVEY ' � � and on I.ie behalr to the Mlle d i7n , a�6rrvC19n" !al a[��ney and 13rvltng tngtiwtrCion.tlstecd•l;sr-ebn,and j��f"��/���t ] /'� ���J�'j /] y� to the ag�lcjnae3 of f3e+ loading lmilkaIllorl, �wi.itl6o- ELE� ATI ON5 5I OI 7N REFERENCE N6 Y i-/'2"'I � tions,ire rlok&ansFesrC�bles IG adrlftlrJnc�l ln�tikdtlpi�5 7 RVEYOR DVq IREEER5 TO DRY NELL5 INSTALLED FOR ROOF RUN OFF, 6UTTER'5 AND LEADERS REQUI EP THRO()&HOUT f JOHN o EHLERS LAN SEAL+SIGNATURE DATE 04.05.2022 D "UPROJECT NUMBER 21.42 ,r j h 6 EAS-T-MAIN S'T EE'D N.Y.S. LIC, NO. 50202 ��'` � , • -,;`; RAPH I .�C ALE I =3pi : 4 E ' � DRAWING NUMBER L-371 411,111 '6 369—"8288 Pax 369-8287 REF,fflp seater\d\PR0S\01Y-304D pro' _._.._ . . . •... _..__...•-- --._...._.. ._. — •-._ _..... ._,..._ ..__..— _.....••-- — -- =i—^-..... _ --• -- J = 000 ,° ■ l PAGE NUMBER &67, ©DXA studio 2022 �=, SITE SURVEY TOWN OF SOUTHOLD D.O.B. BSCAN N.T.S. PROPERTY LINE PROPERTY LINE DXA studio 1945 BayvfewAvenue Architecture PLLC Mattituck,NY 11952 21'-0" 65- 11'-0" 212 874 0567 16-0" www.dxastudio.com www.dxastudio.com 13'-9" ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR 1 REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS 2"X8"-16"O.C.CCA D.J. li I PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR PORCH W/1"X6"CEDAR DECKER � USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY 50-4 2"X10"-16"O.C.C.J.ABOVE USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN �� 2"X10"-16" O.C. R.R.ABOVE PERMISSION AND DIRECTION OF DXA STUDIO. 11'-3 1/4" 6'-0 1/2" 13'-111/2" 9-6 7-5 1/4 d OWNER STUDY/OFFICE � / \ - (3) 13/4"X 9 1/2"W/(2)3/8"X 9" STEVE KRAM FLITCH PLATES ABOVE 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 r------ 3 3 i O I STRUCTURAL CONSULTANT i BATHROOM 1 NICK MEZZAFERRO, PE ;� UTILITY ROOM — - nickmazzaferro@verizon.net BEDROOM 2 ,' 0 O i O KITCHEN CLOSET T 516 457 5596 i w i 0 o X i i\ ¢ \ I UP ` o HALL CLOSET BATHROOM 2 i` 1 c4 x m CV \I M CLOSET ROOF RIDGE ABOVE,V.I.F. CID o N CLOSET CLOSET a 0 CLOSET ti 4 N W OCn > O co m J Q U —! u- U O LIVING/DINING ROOM 2 O ) o (3 a- 6 Z BEDROOM 1 MASTER BATHROOM o MASTER BEDROOM 4 O M / Li;itx x = Q / — N CV t N < TA 3 (3)13/4"X 9 1/2"W/(2)3/8"X 9" FLITCH PLATES ABOVE 2"X10"-16"O.C.C.J.ABOVE 4 N 2"X10"-16"O.C. R.R.ABOVE m REVISIONS DECK JOIST W/1"X6" DESCRIPTION DATE DECEDAR DECKER CK ISSUED FOR PERMIT 02.08.2022 (REVISED FOR PERMIT APPROVAL 04,05.2022 11'-3 1/4" 281-03/411 6'-41/4" 15'-3" _ 2'-0 3/4" 14'-8" 34'-2" 16'-6" 65'-4" i 1 PROJECT NAME " 1 IST FLOOR EXISTING PLAN 1/4" = 1'-0" KRAM RESIDENCE�!J' 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME EXISTING-GENERAL NOTES EXISTING-KEY NOTES EXISTING-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND ❑1 3-0" HIGH HANDRAIL& BALUSTERS 1ST FLOOR EXISTING PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. 2 FIREPLACE 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN 1 EXISTING WALL/PARTITION CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER F3] 4X6 POST SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. SEAL+SIGNATURE DATE 04.05.2022 3. ALL DIMENSIONS ARE TO FINISH FACES, U.O.N.ALL DIMENSIONS OF EXISTING WALLS w, , PROJECT NUMBER 21.42 DOOR DRAWING NUMBER`,. r_ AND PARTITIONS TO BE VERIFIED IN THE FIELD,TYP. 4. THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS OF ALL MEP ITEMS. IF IMPACT ON THE PROPOSED ARCHITECTURAL DRAWINGS IS DISCOVERED, ARCHITECT TO BE NOTIFIED. `t - >' EX -100.00 PAGE NUMBER ©DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN PROPERTY LINE PROPERTY LINE 1945 Bayview Avenue DXA studio 21'-0" 65'-4" 11'-0° Architecture PLLC Mattituck,NY 11952 212 874 0567 15'-0" www.dxastudio.com www.dxastudio.com 13'-9" NEW WALL OPENING FOR RELOCATED WINDOW. (2)2"X10"STUD WITH 1/2"STRUCTURAL PLYWOOD, ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, GLUED AND SPIKED FOR FULL DEPTH. ARRANGEMENTS AND DESIGNS REPRESENTED OR DOUBLE JACK STUDS AT BOTH SIDES WITH MIN.4" BEARING. REFERRED TO ARE THE PROPERTY OF DXA STUDIO _ WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS INFILL EXISTING WALL OPENING AND EXISTING WINDOW BE RELOCATED. PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR REINFORCE AS REQUIRED. Q USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY 50'-4" 00 USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. 11'-3 1/4" 6'-0 1/2" 3'-111/2" 91-611 71-51/4" OWNER 3 LO STEVE KRAM -------- - - 100 WEST LANE __ _ SOUTHOLD, NY 11971 i-----__i L I T 310 880 6000 I I I I I I STRUCTURAL CONSULTANT LJ NICK MEZZAFERRO, PE --' 2 - nickmazzaferro@verizon.net I _ _ T 516 457 5596 c .-� i I LI �I r N r - t- _ I EDGE OF NEW 2ND FLOOR ABOVE NEW 4X4 POST&SONOTUBE BELOW m DEMOLISH AND RECONSTRUCT/REPAIR i ,� 2 ~ 19 - ------- -' _� � PORTIONS OF THE EXISTING WALL AND '' 10 N , i FLOOR TO PROVIDE ACCESS REQUIRED TO m POUR NEW 18" DIAMETER SONOTUBE q cfl I I EXISTING ROOF RIDGE ABOVE TO BE REMOVED CONCRETE PIER AND TO INSTALL REQUIRED -- --------- ------ ---------------------------------- ___I --N L------J L, �_� FOR NEW 2ND FLOOR,V.I.F. BLOCKING AND POST. REFER TO 2/F-100. \I cv o h ---------- 1 It-, I FOR EXTENT OF DEMOLITION, REFER TO S-100S. -ONLY DEMOLISH FLOOR FINISH AND \\y% \w SUBSTRATE TO PROVIDE ACCESS, NO R DEMOLITION TO THE EXISTING STRUCTURAL FRAMING.CONTRACTOR SHALL WORK IN 03 ii°ii -ll i BETWEEN THE EXISTING FRAMING,V.I.F. �I III wl� I l > 0 llll II0 0 QIP I I I Iz cr- IN 6 O I ) II 1 II - ---�� TYP. o i z j LTYP.I i M i O IO Q $ C I w CV F= 0 r I I I x=10 EXISTING WINDOW TO BE REMOVED. i ili u�iUj INFILL EXISTING WALL OPENING i 4; - BEYOND NEW OPENING AND REINFORCE AS REQUIRED. OP3 —� _ REVISIONS 3 EXTENDED WALL OPENING FOR DESCRIPTION DATE NEW WINDOW.REFER TO 1/A-300 OR STRUCTURAL REQUIREMENTS. ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL 04.05.2022 11'-31/4" 28'-0 3/4" 61-41/411 15'-3" I 2'-0 3/4" 14'-8" 34'-2" 16'-6" 65'-4" PROJECT NAME 1 IST FLOOR DEMOLITION PLAN 1/4" = 1'-0" KRAM RESIDENCE 100► WEST LANE SOUTHOLD, NY 11971 DRAWING NAME DEMOLITION-GENERAL NOTES I DEMOLITION-KEY NOTES DEMOLITION-LEGEND NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR ALTERATION WORK 7. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS. 1 SAND AND REFINISH EXISTING WOOD FLOORING,TYP.THROUGHOUT. 9 NEW WASHER & DRYER LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL 1ST FLOOR DEMOLITION PLAN REQUIRED.THE:GENERAL CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS REQUIRED,V.I.F. REPAIR AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK _ _ EXISTING PROPERTY LINE COMPLETE THE:PROJECT IN FULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS 8. PRIOR TO COMMENCEMENT OF REMOVALS,THE GENERAL CONTRACTOR SHALL REMOVE&REINSTALL EXISTING DOOR FOR NEW POST WITHIN WALL. TO BE VERIFIED IN THE FILED. AND DESIGN INTENT DESCRIBED IN THE DRAWINGS. SCHEDULE A MEETING WITH THE ARCHITECT TO REVIEW THE EXTENT OF THE REFURBISH AND/OR REFINISH AS REQUIRED. REMOVALS WORK. ( 1 EXISTING WALL/PARTITION TO REMAIN 1. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TO ASSURE THAT g PRIOR TO COMMENCEMENT OF CUTTING OPENINGS IN EXISTING WALLS AND FLOORS, REMOVE WALL/FACADE ELEMENTS FOR NEW OR ENLARGED WINDOW OPENINGS. r----- SEAL+SIGNATURE DATE 04.05.2022 THEY ARE NOT DAMAGED IN THE REMOVALS PROCESS. ANY ITEMS THAT ARE L-----__--� EXISTING WALL/PARTITION TO BE REMOVED DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.AVOID THE GENERAL CONTRACTOR SHALL SCHEDULE A MEETING WITH RELEVANT TRADES PROJECT NUMBER 21.42 .'',a ',��' .'' "'. UNNECESSARY CUTTING AND PATCHING. TO REVIEW THE CUTTING SCOPE AND PROCEDURES. [4 REMOVE EX'G KITCHEN PIPING, FITTINGS AND PLUMBING FIXTURES. r__---. ----i EXISTING ROOF AREA TO BE REMOVED,V.I.F.; 10. THE GENERAL CONTRACTOR SHALL COORDINATE ALL FLOOR AND WALL OPENINGS L------- ROOF FRAMING, ROOFING,SHEATHING, INFILL, ETC. 1 DRAWING NUMBER : _I 2. DIMENSION INFORMATION IS SHOWN TO FACILITATE THE RENOVATION AND ALL FOR NEW MEP ITEMS WITH MEP ENGINEER AND COMPLY WITH APPLICABLE CODE �5 REMOVE EX'G KITCHEN MILLWORK. .4 t DIMENSIONS ARE TO FINISH FACES,U.O.N.THE GENERAL CONTRACTOR SHALL FIELD REQUIREMENTS. REMOVALS OF EXISTING MEP ITEMS SHALL BE COORDINATED WITH -------- EXISTING ROOF AREA TO BE REMOVED WHERE TEMPORARY r -7 VERIFY ALL DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE TO CONFIRM THE I I SHORING REQUIRED V.I.F. I I WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS.ALL MEP ENGINEER. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE EXISTING FIREPLACE TO REMAIN. REROUTE AND EXTEND EXISTING CHIMNEY L______�__� , � CONTRACTOR PROCEEDS WITH THE WORK. 6 THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS ROOF FRAMING, ROOFING,SHEATHING, INFILL, ETC. REMOVALS MUST BE COORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS. REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. ;f IM-100.00 3. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES OMISSIONS, OR HIDDEN 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON ===------T EXISTING WINDOW TO BE REMOVED REMOVE EX'G WALL AS REQUIRED AT ALL NEW STRUCTURAL CONNECTIONS AND A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER CONDITIONS DIFFERING FROM THE REMOVALS INFORMATION,THE ARCHITECT& o, - ENGINEER SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. REINFORCEMENT,V.I.F. FOR EXTENT OF DEMOLITION AND REFRAMING FOR PAGE NUMBER STRUCTURAL REINFORCEMENT, REFER TO A-300S AND STRUCTURAL DRAWINGS 4. THE GENERAL CONTRACTOR IS TO PROVIDE SHORING AND/OR BRACING AS REQUIRED 12. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. S-100S&200S. ©DXA studio 2022 FOR ALL FLOOR AND/OR WALL OPENINGS. EXISTING DOOR TO BE REMOVED TOWN OF SOUTH. q B. BSCAN 13. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, NEW KITCHEN LOCATION AT EXISTING BEDROOM.EXTENT OF PARTIAL REPAIR '� ' 5. THE GENERAL CONTRACTOR WILL PROVIDE ALL FLOOR AND/OR WALL OPENINGS WITH NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 8 AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK TO BE / TEMPORARY BARRIERS OR COVERS. SOUTHOLD TOWN CODE. VERIFIED IN THE FILED. / 6. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPE DUE TO REMOVALS EXISTING DOOR TO REMAIN SHALL BE ADEQUATELY PROTECTED TO PREVENT WEATHER INFILTRATION. DXA studio 1945 Bayview Avenue ' Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com PROPERTY LINE PROPERTY LINE 211-011 651-411 11'-0° ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR 36'-8" 13'-8" 15'-0" _ REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. ' I I I I OWNER i I I EXISTING SHINGLE ROOFING AND FRAMING TO BE PORCH ROOF Q STEVE KRAM REMOVED FOR NEW 2ND FLOOR ROOF. EXTENT 00 100 WEST LANE OF DEMOLITION TO BE VERIFIED IN THE FIELD. I SOUTHOLD, NY 11971 T 310 880 6000 I ! I I ----------------------- ----------- -- ---------------------------------------------- STRUCTURAL CONSULTANT � ---=--=----= —== -- —---------- ----- --- ------=--== --------------------------- ---------i----------- � ------- I — i I II NICK MEZZAFERRO, PE nickmazzaferro@verizon.net T 516 457 5596 I I I I I I I I I I DURING CONSTRUCTION,TEMPORARILY SHORE THE LEFT END OF THE EXISTING RIDGE BEAM TO REMAIN,V.I.F. I CO REFER TO FRAMING PLANS S-100S FOR PERMANENT ;n r I REINFORCEMENT SUPPORT OF THE NEW RIDGE BEAM FOR THE i m r------ i NEW ROOF ON THE LEFT OF THE EXISTING ROOF TO REMAIN. --------------== ---------- f II �y + --- y- �— y--_-- --_ - I -------- f r--� ------------------------------------------------------- I 1 I I 6 I I I 1 I I I I I 1 i I I I I I I I I �--=-,-------------- - -� \ I I I I I I _---... _..-- -- ----------------�_— _-- --- -- ----------- REVISIONS 1 REVISIONS r ----------------------------- - o0 I I DESCRIPTION DATE I I ----- ------ —`f ------ --- I M CV � __—_ i__—_—, I I L --------------- ---------------------j ISSUED FOR PERMIT 02.08.2022 L ---J I REVISED FOR PERMIT APPROVAL 04.05.2022 ----------------------L----------------- --� 14'-8" 34'-2" 16'-6" 65'-4" PROJECT NAME " KRAM RESIDENCE 1 ROOF DEMOLITION PLAN 1/4" = 1'-0° 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME DEMOLITION-GENERAL NOTES DEMOLITION-KEY NOTES DEMOLITION-LEGEND NO ATTEMPT IS MADE TO MENTION EVERY ITEM OF REMOVAL OR ALTERATION WORK 7. ALL WORK TO BE DONE IN ACCORDANCE WITH OSHA STANDARDS. 1 SAND AND REFINISH EXISTING WOOD FLOORING,TYP.THROUGHOUT. 9 NEW WASHER &DRYER LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL ROOF DEMOLITION PLAN REQUIRED.THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS REQUIRED,V.I.F. REPAIR AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK — EXISTING PROPERTY LINE COMPLETE THE PROJECT IN FULL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS 8. PRIOR TO COMMENCEMENT OF REMOVALS,THE GENERAL CONTRACTOR SHALL REMOVE& REINSTALL EXISTING DOOR FOR NEW POST WITHIN WALL. TO BE VERIFIED IN THE FILED. AND DESIGN INTENT DESCRIBED IN THE DRAWINGS. SCHEDULE A MEETING WITH THE ARCHITECT TO REVIEW THE EXTENT OF THE REFURBISH AND/OR REFINISH AS REQUIRED. REMOVALS WORK. � � 1 EXISTING WALL/PARTITION TO REMAIN 1. ALL SURFACES DESIGNATED TO REMAIN SHALL BE PROTECTED TO ASSURE THAT 9. PRIOR TO COMMENCEMENT OF CUTTING OPENINGS IN EXISTING WALLS AND FLOORS, REMOVE WALL/FACADE ELEMENTS FOR NEW OR ENLARGED WINDOW OPENINGS. 7---------, EXISTING WALL/PARTITION TO BE REMOVED SEAL+SIGNATURE DATE 04.05.2022 THEY ARE NOT DAMAGED IN THE REMOVALS PROCESS. ANY ITEMS THAT ARE ---------- DAMAGED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.AVOID THE GENERAL CONTRACTOR SHALL SCHEDULE A MEETING WITH RELEVANT TRADES _ TO REVIEW THE CUTTING SCOPE AND PROCEDURES. 4❑ REMOVE EX'G KITCHEN PIPING, FITTINGS AND PLUMBING FIXTURES. ------- — PROJECT NUMBER 21.42 UNNECESSARY CUTTING AND PATCHING. EXISTING ROOF AREA TO BE REMOVED V.I.F.; - ' DRAWING NUMBER 10. THE GENERAL CONTRACTOR SHALL COORDINATE ALL FLOOR AND WALL OPENINGS �________'_� ROOF FRAMING, ROOFING,SHEATHING, INFILL, ETC. 2. DIMENSION INFORMATION IS SHOWN TO FACILITATE THE RENOVATION AND ALL FOR NEW MEP ITEMS WITH MEP ENGINEER AND COMPLY WITH APPLICABLE CODE ❑5 REMOVE EX'G KITCHEN MILLWORK. DIMENSIONS ARE TO FINISH FACES,U.O.N.THE GENERAL CONTRACTOR SHALL FIELD EXISTING ROOF AREA TO BE REMOVED WHERE TEMPORARY ,� . REQUIREMENTS. REMOVALS OF EXISTING MEP ITEMS SHALL BE COORDINATED WITH r_____----� � • _ 1" —.`4 VERIFY ALL DIMENSIONS, ELEVATIONS,AND CONDITIONS AT THE SITE TO CONFIRM THE UTE AND EXTEND EXISTING CHIMNEY I I SHORING REQUIRED,V.I.F.; ., WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS.ALLMEP TO ROOF FRAMING, ROOFING,SHEATHING, INFILL, ETC. �I -- f `f REMOVALS MUST BE COORDINATED WITH THE PROPOSED ARCHITECTURAL DRAWINGS. CONTRACTOR PROCEEDS WITH THE WORK.EXISTING CONDITIONS THROUGH BE FIELD VERIFIED BEFORE THE RHIRO REHSTING F EXISTING �T NGEATTIC AND ROOF FORAM NG DEMOLISH AND REINFORCE AS L � � J � �. I�' REQUIRED,V.I.F.RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. �`'-` DM-101.00 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON \7 EXISTING WINDOW TO BE REMOVED 3. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS OR HIDDEN << `. C. REMOVE EX'G WALL AS REQUIRED AT ALL NEW STRUCTURAL CONNECTIONS AND ' ` CONDITIONS DIFFERING FROM THE REMOVALS INFORMATION,THE ARCHITECT& A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER � \''�' ''s' - --•- � •i,� JOB SITE CLEANING TO PREVENT BUILD-UP OF DIRT DUST OR DEBRIS. REINFORCEMENT,V.I.F. FOR EXTENT OF DEMOLITION AND REFRAMING FOR '''-;` ''=n= '=" ` *'' PAGE NUMBER ENGINEER SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. ` t: .' STRUCTURAL REINFORCEMENT, REFER TO A-300S AND STRUCTURAL DRAWINGS - - 4. THE GENERAL CONTRACTOR IS TO PROVIDE SHORING AND/OR BRACING AS REQUIRED 12. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. S-100S&200S. © DXA studio 2022 [[� � EXISTING DOOR TO BE REMOVED FOR ALL FLOOR AND/OR WALL OPENINGS. TOWN OF SOUTHOLD D.O.B. BSCAN 13. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, ❑ NEW KITCHEN LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL REPAIR 5. THE GENERAL CONTRACTOR WILL PROVIDE ALL FLOOR AND/OR WALL OPENINGS WITH NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 8 AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK TO BE TEMPORARY BARRIERS OR COVERS. SOUTHOLD TOWN CODE. VERIFIED IN THE FILED. 6. ALL DISRUPTIONS OR INTERRUPTIONS IN THE BUILDING ENVELOPE DUE TO REMOVALS EXISTING DOOR TO REMAIN SHALL BE ADEQUATELY PROTECTED TO PREVENT WEATHER INFILTRATION. PROPERTY LINE PROPERTY LINE 1945 Ba iew Avenue DXA studio w 21'-0" 651-41' 11'-0° Architecture PLLC Mattituck,NY 11952 212 874 0567 15'-0" www.dxastudio.com www.dxastudio.com 13'-9" ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO 1 21 _ WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS A300 A300 A200 EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE �l SOLELY FOR USE ON AND IN CONNECTION WITH THIS u PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR EX'G PORCH 9 USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY 50'-4" 00USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. 11'-3 1/4" 6'-0 1/2" 11--51/4' 6- 11 5'-9 :114" 7'-5 :1/4" 109 EX'G STUDYJOffICE OWNER 100ST-Al R ' � 7 STEVE KRAM 100 WEST LANE --------i--i- _ I I I � I I � SOUTHOLD, NY 11971 T 310 880 6000 Q _______, ` UP II STRUCTURAL CONSULTANT 110 W 15 105 EKG BATHROOM 1 ------ NICK MEZZAFERRO, PE _ _ _____ = T 107 CLOSET 108 EX'G UTILITY ROOM - nickmazzaferro@verizon.net Ll 104 PANTRY / -4 3/4" = T 516 457 5596 c0 ------- Ex 0 i 5 D rn -- ------- 2 00 I � 7'-4 3/4.. 3._ 1/2.. ------- 3 c� 2'-6;1/2" U? EX101 / O - 106 STORAGE 3 - 6'-9 1/4" 115 EX'G CORRIDOR ti A201. M- 19 ----- 110 EXGBATHROOM2 N N101 - co 1 N 7 \A302 _ 10'-4" 3-5 1 4 1 113 CLOSET ® N R F TYP. cv EX'G CLOSET TYPICAL NEW INTERIOR WALLS -' 4 1 N W/2X4 STUD 101 LIVING AREA 114 EKG CLOSET - - A203 � I I I � I M 6 N TYP. 102 DINING AREA FO -- O 103 1 KITCHEN 111 EX'G MASTER BEDROOM - - 112 EX G MASTER BATH M a NR I I 1 i 14 A301 I _ l i i q 80 DW I L--- J (h N 8 EXISTING AREA TO REMAIN.SAND AND REVISIONS REFINISH EXISTING WOOD FLOORING DESCRIPTION DATE AS REQUIRED,TYP. ISSUED FOR PERMIT 02.08.2022 2'- 0 1/2" g'-0" 2'-10 1/2" EX'G DECK 5 REVISED FOR PERMIT APPROVAL 04.05.2022 13'-9" 28'-0 3/4" 6-4 1/4" 15'-3" 14'-8" 34'-2" 16'-6" I 65'-4" LIGHT+VENTILATION CALCULATIONS 1 1011 LIVING AREA102 DINING AREA 103 KITCHEN 5 A202 ROOM SIZE(S.F.) 416 SF ROOM SIZE(S.F.) 145 SF ROOM SIZE(S.F.) 218 SF LIGHT REQ'D(8%) 33.3 SF LIGHT REQ'D(8%) 11.6 SF LIGHT REQ'D(8%) 17.5 SF PROJECT NAME LIGHT PROVIDED 67.1 SF LIGHT PROVIDED 47.5 SF LIGHT PROVIDED 30.0 SF ti VENT.REQ'D(4%) 16.7 SF VENT.REQ'D(4%) 5.8 SF VENT.REQ'D(4%) 8.8 SF K RA M RESIDENCE 1 IST FLOOR PROPOSED PLAN 1/4 = 1�-0�� VENT.PROVIDED 47.5 SF VENT.PROVIDED 47.5 SF VENT.PROVIDED 9.4 SF 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME PLANS-GENERAL NOTES PLANS-KEY NOTES PLANS-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 10. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. 1 SAND AND REFINISH EXISTING WOOD FLOORING,TYP.THROUGHOUT. 11 NEW 3 FEET HIGH WOOD GUARDRAIL 1ST FLOOR PROPOSED PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN � REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS REQUIRED,V.I.F. 11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 REMOVE& REINSTALL EXISTING DOOR FOR NEW POST WITHIN WALL. NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH 12 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN REFURBISH AND/OR REFINISH AS REQUIRED. 2020 NYS RESIDENTIAL CODE R310. �' _1 EXISTING WALL/PARTITION TO REMAIN SOUTHOLD TOWN CODE. CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER NEW 4X4 POST. 18" DIAMETER SONOTUBE CONCRETE PIER BELOW EXISTING 12A: 13.0 SF CLEAR OPENING, 12B: 10.9 SF CLEAR OPENING SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK, 12. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO FLOOR FRAMING. REFER TO DM-100, FO-100 AND S-100. NEW WALL/PARTITION SEAL+SIGNATURE DATE 04.05.2022 EXISTING DRYWELLS,V.I.F. 13 110V GFCI CIRCUIT IN VANITY BELOW SINK FOR INSTANT HOT WATER HEATER _ 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON 141 EXISTING FIREPLACE TO REMAIN. REROUTE AND EXTEND EXISTING CHIMNEY FOR SINK "_ ;; �" �, PROJECT NUMBER 21.42 4 THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS . ., A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 14 NEW KITCHEN LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL REPAIR EXISTING AREA TO REMAIN � ��� ..•, '; •.'; DRAWING NUMBER REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS, AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK TO BE r' F ❑5 EXISTING DECK STAIR HANDRAIL TO REMAIN,V.I.F. REFINISH AS RE VERIFIED IN THE FILED. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL MEP ITEMS WITH MEP ENGINEER / / QUIRED. AND COMPLY WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURER'S 15 NEW WASHER & DRYER LOCATION AT EXISTING BEDROOM.EXTENT OF PARTIAL EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW REPAIR AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK NEW OR REINSTALLED DOOR(REFER TO DOOR TAG IN PLAN) - CONTRA RECOMMENDATIONS. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE TRIM TO BE REMOVED AND REPLACED,V.I.F.MATERIAL AND FINISH,TBD. TO BE VERIFIED IN THE FILED. EXISTING DOOR TO REMAIN (REFINISH IF REQUIRED) CONTRACTOR PROCEEDS WITH THE WORK. 7 0.00 5. PLUMBING FIXTURES AND APPLIANCES TO BE APPROVED BY OWNER a EXISTING WINDOW TO BE RELOCATED. REFINISH& REPAIR AS REQUIRED,V.I.F. ;. NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. PAGE NUMBER 6. REFER TO A-900 FOR DOOR SCHEDULE. 7. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. [8 NEW WINDOW&TRIM ©DXA studio 2022 8. ALL DIMENSIONS ARE TO FINISH FACES, U.O.N.ALL DIMENSIONS OF EXISTING TO TOWN OF SOUTHOLD D.O.B. BSCAN REMAIN TO BE VERIFIED IN THE FIELD,TYP. ❑9 NEW SKYLIGHT 9. ALL DIMENSIONS TO WINDOWS AND DOORS ARE TO NOMINAL SIZES.THE GENERAL10 NEW WOOD STAIRS AND HANDRAILS CONTRACTOR TO COORDINATE ROUGH OPENING SIZES. 10 1/2"TREAD DEPTH + :V NOSING, EQUAL RISER HEIGHT(APPRCX. 7") DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 PROPERTY LINE PROPERTY LINE 212 874 0567 www.dxastudio.com www.dxastudio.com A300, ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 2 1 r------------------- -------------------� ARRANGEMENTS AND DESIGNS REPRESENTED OR A300 A200 REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE 42'-10 3/4" i SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 1'-3" 5'-0" 3'-5" 5'-0" 3-111/2" 5'-0" 3'-6" 5'-0" 3'-6" 5'-0" 2'-3 1/4" USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN I I PERMISSION AND DIRECTION OF DXA STUDIO. 209 STAIR I OWNER - — STEVE KRAM 12'-4" 4'-9 3/4" 100 WEST LANE CV I II I I I I I I I SOUTHOLD, NY 11971 Q T 310 880 6000 [202 WALK-IN CLOSET c� ill -"-3,Oil-- 4'-111/2" STRUCTURAL CONSULTANT TYPICAL NEW INTERIOR WALLS60 W/2X4 STUD EXCEPT NICK MEZZAFERRO, PE PLUMBING WALL 1_g 3 4 --_ _- 11 FLOOR OPENING,V.I.F. oo nickmazzaferro@verizon.net / 3-0 _ MIN. 6'-8" HEADROOM BELOW T 516 457 5596 TYPICAL NEW EXTERIOR co WALLS W/2X6 STUD N203 --- -- SKYLIGHT ABOVE 203 CLOSET ___ __ AT CENTER OF 11'-0" STAIR WIDTH - DURING CONSTRUCTION,TEMPORARILY SHORE THE LEFT END 1 -- - OF THE EXISTING RIDGE BEAM TO REMAIN,V.I.F. A201 cn 11 L DN REFER TO FRAMING PLANS S-100S FOR PERMANENT REINFORCEMENT/SUPPORT OF THE NEW RIDGE BEAM FOR THE 10 204 CORRIDOR N -- ---- -- CLOSET _ _ -- NEW ROOF ON THE LEFT OF THE EXISTING ROOF TO REMAIN, a 201 BEDROOM 1 1 N201 co d N \A302 BEDROOM RELOCATED PLUMBING WALL W/2X6 STUD FROM IST FLOOR o N204 N205 N206 N207 04 (� 1 N - -- 21 _011 M A203 I�` d' I i I IF II I 205 BATHROOM 1 ii 206 BATHROOM 2 207 BEDROOM 2 0 1331 ii BEDROOM RELOCATED 4 13 ii 13 o FROM 1ST FLOOR M � I 5'-10" \ ° / 5'-10" II ' — JL _ I 15'-13/4" 04 1 C, A301 � 12 d' 4 I � c l i_ u " - „ i " - „ i_ 1 ' 3 6 2-5 3/4 3 6 2-6 3/4 3 4 01/2 31-411 -0 1/2 31-4" 1'-31 _ - '---------------------- ---------------------� 0 1/4" 8 TYP. REVISIONS 3'-4" 8'-0" 3'-4" DESCRIPTION F04.05.2022 TE 14'-8" 28'-2 3/4" ISSUED FOR PERMIT .08.2022 _I 42'-10 3/4" REVISED FOR PERMIT APPROVAL now1 A202 LIGHT+VENTILATION CALCULATIONS 201 BEDROOM 207 BEDROOM ROOM SIZE(S.F.) 342 SF ROOM SIZE(S.F.) 171 SF LIGHT REQ'D(8%) 27.4 SF LIGHT REQ'D(8%) 13.7 SF PROJECT NAME LIGHT PROVIDED 84.1 SF LIGHT PROVIDED 39.1 SF K RA M RESIDENCE l 1 l 2ND FLOOR PROPOSED PLAN 1/4" = 11-0" VENT.REQ'D(4%) 13.7 SF VENT.REQ'D(4%) 6.9 SF VENT.PROVIDED 35.9 SF VENT.PROVIDED 39.1 SF 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME PLANS-GENERAL NOTES PLANS-KEY NOTES PLANS-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 10. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. 1 SAND AND REFINISH EXISTING WOOD FLOORING,TYP.THROUGHOUT. 11 NEW 3 FEET HIGH WOOD GUARDRAIL 2ND FLOOR PROPOSED PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN � REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS REQUIRED,V.I.F. 11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS ORDINANCES REGULATIONS - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 REMOVE&REINSTALL EXISTING DOOR FOR NEW POST WITHIN WALL. 12 NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN REFURBISH AND/OR REFINISH AS REQUIRED. 2020 NYS RESIDENTIAL CODE R310. (T" —"-� EXISTING WALL/PARTITION TO REMAIN SOUTHOLD TOWN CODE. CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER NEW 4X4 POST. 18" DIAMETER SONOTUBE CONCRETE PIER BELO'JV EXISTING 12A: 13.0 SF CLEAR OPENING, 1213: 10.9 SF CLEAR OPENING SHALL BE:NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 12. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO FLOOR FRAMING. REFER TO DM-100, FO-100 AND S-100. NEW WALL/PARTITION SEAL+SIGNATURE DATE 04.05.2022 EXISTING DRYWELLS,V.I.F. 13 110V GFCI CIRCUIT IN VANITY BELOW SINK FOR INSTANT HOT WATER HEATER M 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING FIREPLACE TO REMAIN. REROUTE AND EXTEND EXISTING CHIMNEY FOR SINK PROJECT NUMBER 21.42 . . A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. 14 NEW KITCHEN LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL REPAIR EXISTING AREA TO REMAIN :-;" •, DRAWING NUMBER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK TO BE EXISTING DECK/STAIR/HANDRAIL TO REMAIN V.I.F.REFINISH AS REQUIRED. VERIFIED IN THE FILED. 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL MEP ITEMS WITH MEP ENGINEER � t 1•,- ` -- ,` AND COMPLY WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURER'S NEW WASHER & DRYER LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL RECOMMENDATIONS. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE 6 EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW 15 REPAIR AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK NEW OR REINSTALLED DOOR(REFER TO DOOR TAG IN PLAN) TRIM TO BE REMOVED AND REPLACED,V.I.F. MATERIAL AND FINISH,TBD. TO BE VERIFIED IN THE FILED. EXISTING DOOR TO REMAIN (REFINISH IF REQUIRED) °< A-10 1.00 CONTRACTOR PROCEEDS WITH THE WORK. --.. - 5. PLUMBING FIXTURES AND APPLIANCES TO BE APPROVED BY OWNER 7 EXISTING WINDOW TO BE RELOCATED. REFINISH &REPAIR AS REQUIRED,V.I.F. 6. REFER TO A-900 FOR DOOR SCHEDULE. NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. a PAGE NUMBER 7. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. F8] NEW WINDOW&TRIM © DXA studio 2022 8. ALL DIMENSIONS ARE TO FINISH FACES, U.O.N.ALL DIMENSIONS OF EXISTING TO TOWN OF SOUTHO D D.O.B. BSCAN REMAIN 1.0 BE VERIFIED IN THE FIELD,TYP. 9❑ NEW SKYLIGHT 9. ALL DIMENSIONS TO WINDOWS AND DOORS ARE TO NOMINAL SIZES.THE GENERAL 10 NEW WOOD STAIRS AND HANDRAILS CONTRACTOR TO COORDINATE ROUGH OPENING SIZES. 10 1/2"TREAD DEPTH + 1" NOSING, EQUAL RISER HEIGHT(APPROX. 7") DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 2128740567 - PROPERTY LINE PROPERTY LINE www.dxastudio.com www.dxastudio.com 21'-0" 65'-4" 42'-10 3/4" 7'-51/4" 15'-011 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS _2 1 r--------- ---- ------------------ I PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR A300 A300 A200 i USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. I I I I OWNER EX'G PORCH ROOF q NEW SHINGLE ROOFING TO MATCH 60 STEVE KRAM EXISTING ROOFING MATERIAL AND FINISH i 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 I I I I STRUCTURAL CONSULTANT I I NICK MEZZAFERRO, PE \ nickmazzaferro@verizon.net I I T 516 457 5596 I I I I I I � i I i 9 I EXISTING SHINGLE ROOFING \\ AND FRAMING TO REMAIN I I I I I I DURING CONSTRUCTION,TEMPORARILY SHORE THE LEFT END <A OF THE EXISTING RIDGE BEAM DURING CONSTRUCTION,V.I.F. 19A201 REFER TO FRAMING PLANS S-100S FOR PERMANENT REINFORCEMENT/SUPPORT OF THE NEW RIDGE BEAM FOR M THE NEW ROOF ON THE LEFT OF THE EXISTING ROOF. 1 I I I A302 l F_ 1 I I I A203 4 I I � I I EXISTING CHIMNEY � I I TO REROUTE AND EXTEND \ I I I I I \ I I I I I I I \ I I I I I I I I I I I I 1 i I I / \H3�0lU / I I I I I I I I I I 4 0o REVISIONS I I M N L I DESCRIPTION DATE -- ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL 04.05.2022 1 14'-8" 34'-2" 16'-6" - I 65'-4" 1 A202 PROJECT NAME " ___T 1 ROOF PROPOSED PLAN 1/4"= 1'-0" KRAM RESIDENCE 1100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME PLANS-GE=NERAL NOTES PLANS-KEY NOTES PLANS-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 10. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. 1 SAND AND REFINISH EXISTING WOOD FLOORING,TYP.THROUGHOUT. 11 NEW 3 FEET HIGH WOOD GUARDRAIL ROOF PRO POSED PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN D REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS REQUIRED,V.I.F. 11. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS ORDINANCES, REGULATIONS, - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. 2 REMOVE&REINSTALL EXISTING DOOR FOR NEW POST WITHIN WALL. 12 NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH NYS RESIDENTIAL CODE,NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN REFURBISH AND/OR REFINISH AS REQUIRED. 2020 NYS RESIDENTIAL CODE R310. I "----i EXISTING WALL/PARTITION TO REMAIN SOUTHOLD TOWN CODE. 12A: 13.0 SF CLEAR OPENING, 1213: 10.9 SF CLEAR OPENING CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER NEW 4X4 POST. 18"DIAMETER SONOTUBE CONCRETE PIER BELOW EXISTING SHALL.BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 12, NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO F FLOOR FRAMING. REFER TO DM-100, FO-100 AND S-100. NEW WALL/PARTITION SEAL+SIGNATURE DATE 04.05.2022 EXISTING DRYWELLS,V.I.F. 13 110V GFCI CIRCUIT IN VANITY BELOW SINK FOR INSTANT HOT WATER HEATER 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING FIREPLACE TO REMAIN. REROUTE AND EXTEND EXISTING CHIMNEY FOR SINK _ ,,ti PROJECT NUMBER 21.42 A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS NEW KITCHEN LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL REPAIR EXISTING AREA TO REMAIN f DRAWING NUMBER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT,DUST,OR DEBRIS. REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. 14 AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK TO BE 4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL MEP ITEMS WITH MEP ENGINEER ❑5 EXISTING DECK/STAIR/HANDRAIL TO REMAIN,V.I.F. REFINISH AS REQUIRED. VERIFIED IN THE FILED. r AND COMPLY WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURER'S NEW WASHER &DRYER LOCATION AT EXISTING BEDROOM. EXTENT OF PARTIAL ' F RECOMMENDATIONS. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE 6 EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW 15 REPAIR AND DEMOLITION TO WALL AND/OR FLOOR FOR NEW PLUMBING WORK NEW OR REINSTALLED DOOR (REFER TO DOOR TAG IN PLAN) ; TRIM TO BE REMOVED AND REPLACED,V.I.F. MATERIAL AND FINISH,TBD. TO BE VERIFIED IN THE FILED. EXISTING DOOR TO REMAIN (REFINISH IF REQUIRED) 0 oO CONTRACTOR PROCEEDS WITH THE WORK. .. _ If I 5. PLUMBING FIXTURES AND APPLIANCES TO BE APPROVED BY OWNER EXISTING WINDOW TO BE RELOCATED. REFINISH& REPAIR AS REQUIRED,V.I.F. `. 6. REFER TO A-900 FOR DOOR SCHEDULE. NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. PAGE NUMBER 7. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. 8❑ NEW WINDOW&TRIM © DXA studio 2022 8, ALL DIMENSIONS ARE TO FINISH FACES, U.O.N.ALL DIMENSIONS OF EXISTING TO ❑9 NEW SKYLIGHT TOWN OF SOUTHOLD D.O.B. BSCAN REMAIN TO BE VERIFIED IN THE FIELD,TYP. '" a low 9. ALL DIMENSIONS TO WINDOWS AND DOORS ARE TO NOMINAL SIZES.THE GENERAL10 NEW WOOD STAIRS AND HANDRAILS CONTRACTOR TO COORDINATE ROUGH OPENING SIZES. 101/2"TREAD DEPTH + 1" NOSING, EQUAL RISER HEIGHT(AP?ROX. 7") PROPERTY LINE PROPERTY LINE DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 65'-4" www.dxastudio.com www.dxastudio.com ------------------------ ---------------------i Li --- ---------------__-_-iu ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ----------------- ARRANGEMENTS AND DESIGNS REPRESENTED OR r iii REFERRED TO ARE THE PROPERTY OF DXA STUDIO 1\ 2\ 1 -- I WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS A3-700, A300 A200 ,n EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, -- --------- =---- DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY 50'-4" USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. EQ EQ EX'G PORCH '4` 109 EX'G STUDY/OFFICE OWNER II 5 100 STAIR EQ EQ I i i STEVE KRAM 100 WEST LANE - ,��� ,, �, _�_�, I I I I I I SOUTHOLD, NY 11971 _-- _F_ ----------------- �'� ` o T 310 880 6000 wSL-1 I I I II II II II 11 SL-1 ? -- ----, �ILF _JI i d � � I STRUCTURAL CONSULTANTd 105 s ____� NICK MEZZAFERRO, PE EKG BATHROOM 1 ==s =_ ------ EQ EQ ----- - 108 EX'GUTILITYROOM nickmazzaferro@verizon.net -- L " — -- - ___; SL-1 _ i I ICH•9 0 I ------- i 7) 1l ,-----�, T 516 457 5596 1 I r------ �\ ��L--- ------ O 104 PANTRY ------ a ------- L _J I I w - I I CH:9'-0" ------- J M 4'-6" 4'-6LU" ------- SL-1 I - 0 36 115 EXG CORRIDOR 110 EX'G BATHROOM 2 1 ____j \ +— - - - - I-I-- =4 A201 L__� I GFI ----------------------97 CY _i i m LU N --- L-�__� M LJ 1 R 2 4 \A302, i -----------------------� / C i 113 CLOSET � i � I gA � EX'G CLOSET I \ SL-1 1 N i4 UC CENTER OF DINING SL-1 - G CLOSET A203 m 11 Ct `, TABLE,V.I.F. V.I.F. V.I.F. J MESL 101 LIVI NG AREA11 1 \ !________ ______ Ili I � M 1 I LU I PD-2 TYP.PD-w 111 EX'G MASTER BEDROOM/ M ,NPD-2 Z � 102 DININGAREA co 112 EX'G MA TER BATH - -- a CH:9'-0" CH:9'-0" SL1 III w -� li� ii I ®7TI7� n 3-6 31-611 — T I - a ---------- -------- ---- ---- Ili wSL-1 III �II _ a - DW GFIGFI - I ! �- EQ EQ ----------------------------------------------- ---- ----------------- � ------------------- ---- REVISIONS EXISTING AREA TO REMAIN. REFINISH __________________________- L------------------- J CEILING AS REQUIRED,TYP. ------ ------- DESCRIPTION DATE I 103 KITCHEN EX'G DECK I i I L J 14'-8" I --_-------- 3-- -----------------------------J -- ISSUED FOR PERMIT 02.08.2022 16-6 _ REVISED FOR PERMIT APPROVAL 04.05.2022 I I i I I _ 65'-4" I II II II II II II II II II it 11 II �I II II II I I II II II II II II II II II II II II 1 � A2022 PROJECT NAME " 1 1ST FLOOR RCP& POWER PLAN-PROPOSED 1/4" = 11-011 KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME RCPS& POWER PLANS-GENERAL NOTES RCPS&POWER PLANS-KEY NOTES RCPS& POWER PLANS-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 1 NEW PAINTED GYPSUM BOARD CEILING,TYP.THROUGHOUT SL-1 1ST FLOOR RCP & POWER PLAN 0 STANDARD RECESSED DOWNLIGHT DUPLEX WALL OUTLET - - EXISTING PROPERTY LINE CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN PROPOSED INTENT DESCRIBED BY THE DRAWINGS. REFER TO A-300S SECTIONS FOR CEILING HEIGHTS BELOW SLOPPED ROOF,TYP, WL-1 RECESSED DOWNLIGHT-WET LOCATION GFI GROUND FAULT INTERRUPT 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN THROUGHOUT. oO I _7_1 EXISTING WALL/PARTITION TO REMAIN CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER REMOVED& REINSTALLED DOOR AND PORTIONS OF WALL FOR NEW 4X4 POST WITHIN WALL. _ _ = VANITY LIGHT SWITCHED WALL OUTLET EXISTING AREA TO REMAIN SEAL+SIGNATURE DATE 04.05.2022 SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. vL-1 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON 3A: FOR PORTIONS WITHIN NEW CEILING, NEW CEILING FINISH AND MATERIAL TO PROJECT NUMBER 21.42 A DAILYBASIS,THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER MATCH ADJACENT EXISTING CEILING TO REMAIN =UC-1� UNDER CABINET LIGHT °W DISHWASHER OUTLET EXISTING AREA W/NEW CEILING 3B: FOR PORTIONS WITHIN EXISTING CEILING, REPAIR AND/OR REFINISH CEILING f r,. ' ' ,' . , '� DRAWING NUMBER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. AS REQUIRED AND REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS PDA ((r�R 4. ALL DIMENSIONS ARE TO THE CENTER POINT OF DEVICES/FIXTURES AND FINISH REQUIRED,V.I.F. SURFACE MOUNTED DECORATIVE PENDANT H REFRIGERATOR OUTLET FACES OF WALLS, U.O.N.ALL DIMENSIONS OF EXISTING TO REMAIN TO BE VERIFIED IN EDGE BETWEEN NEW JOIST AND CEILING AND EXISTING JOIST AND CEILING TO CT "3 THE FIELD,TYP. REMAIN. REFER TO A-300S AND STRUCTURAL DRAWINGS S-100S&S-200S. PD 2 SURFACE MOUNTED PENDANT COMBINATION SMOKE/CARBON MONOXIDE ov NEW JOIST AND CEILING FOR STRUCTURAL REINFORCEMENT AT EXISTING COOKTOP OUTLET 5. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. -110 OO a OVEN OUTLET -` � �1 • 6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL MEP ITEMS WITH MEP ENGINEER EXTERIOR WALL FOR NEW 2ND FLOOR. EXISTING CEILING MOUNTED ITEMS TO BE src AND COMPLY WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURER'S REMOVED AND REINSTALLED. DETECTOR, CEILING MOUNTED PAGE NUMBER RECOMMENDATIONS. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE COMBINATION SMOKE/CARBON MONOXIDE LIGHT SWITCH CONTRACTOR PROCEEDS WITH THE WORK.COORDINATE ALIGNMENT BETWEEN NEW PAINTED GYPSUM BOARD CEILING. NEW JOIST AND CEILING FOR STRUCTURAL s c Q DXA studio 2022 1 REINFORCEMENT FOR NEW 2ND FLOOR. REFER TO A-300S AND STRUCTURAL DETECTOR,WALL MOUNTED s X ADDITIONAL MEP ITEMS AND ADJACENT ARCHITECTURAL ITEMS. DRAWINGS S-100S&S-200S. �j 3 WAY LIGHT SWITCH TOWN OF SOUTHOLD D.O.B. BSCAN 7. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. TELEPHONE/DATA OUTLET . 7 NEW SKYLIGHT DM DIMMER SWITCH 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, TU TV OUTLET $ Y NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND �3/DM SOUTHOLD TOWN CODE. 3 WAY DIMMER SWITCH s•+' DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 PROPERTY LINE PROPERTY LINE 212 874 0567 V4 www.dxastudio.com www.dxastudio.com ----------------------i--------------------- I ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 1 2 1 1 A300 A30� A200 ___ I -----------------i -----___-----� i ARRANGEMENTS AND DESIGNS REPRESENTED OR r------ -----------------------� I 1 REFERRED TO ARE THE PROPERTY OF DXA STUDIO I WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, I DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 42'-10 3/4" 1 1 1 1 I USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY / I i i USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. 202 WALK IN CLOSET209 ST208 DEN/PLAY AREA -AIR 1 ---------------- 1 I OWNER I I / I EQ 6 EQ li II CH:9'-0 o " \`. �� i i STEVE KRAM 1 100 WEST LANE 13" I SOUTHOLD, NY 11971 LI 1 EQ 2EQ EQ T 310 880 6000 1 2 SL-1 L _ i -ii--Iu-1i—ji j 'a CH:9'-0" I =.__= ==�=� "'jr STRUCTURAL CONSULTANT TYP. SL-1 NICK MEZZAFERRO, PE nickmazzaferroa I IlT 516 457 5598 verizon.net I I EQ EQ ik _ �I \ i ,'� I w SL-1 203 CLEIL-1 If= _-i= a 1 7 3/1)M / Y w 1 I II II / i i ` A201 I i EQ\ EQ o ILLI _ _ ___________ ----------- a SL-1 ----------- CLOSET ----........ ; ,^ �, sfc EQ v 3/DM 1 204 CORRIDOR �EQ N A302/ o w - �� fi I I 1 N CH:9'-0" � �� --- CH:9'-0" �S/� EQEQ I I r iT� I I CY Q a _ ` (� lei I! '�(� ,�I w 00 \ N O \ILLJ II �_ II I �� iI � L_J� °I �_�1 TV ). SL-1 � VL-1! a IVL-1 _ _ _ - SL-1 TV CY 11 II III a Qi p I� 1 \ I �- -- -- ---- L ---1- ----- a 207 B DROOM2 rw. I a i WL-1 WL-1 uj BEDROOM ELOCATED 1 w CH: '-0" o ` o FROM 1 T FLOOR A301 o w L===1- =_#' -JLU N 201 I BEDROOM 1 - - -----7'� I, BEDROOM ELOCATED EQ EQ EQ EQ EQ EQ FROM 1ST FLOOR �I `YT I I 1 I I I I 1 I I ---------------- --------- I - 205 BATHROOMI 206 BATHROOM I -----i------- - 1 EQEQ L------------------------i------------------------J `r REVISIONS 14'-8" 28'-2 3/4" DESCRIPTION 42'-10 3/4" ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL ]DATE 04.05.2022 1 A202 PROJECT NAME " 1 2ND FLOOR RCP&POWER PLAN-PROPOSED 1/4" = 1'-011 KR.AM RESIDENCE 1010 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME RCPS& POWER PLANS-GENERAL NOTES RCPS&POWER PLANS-KEY NOTES RCPS& POWER PLANS-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND ❑1 NEW PAINTED GYPSUM BOARD CEILING,TYP.THROUGHOUT 00 STANDARD RECESSED DOWNLIGHT 71' DUPLEX WALL OUTLET - - EXISTING PROPERTY LINE 2ND FL00 R RCP & POWER PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN PROPOSED INTENT DESCRIBED BY THE DRAWINGS. REFER TO A-300S SECTIONS FOR CEILING HEIGHTS BELOW SLOPPED ROOF,TYP. owe-1 RECESSED DOWNLIGHT-WET LOCATION (�GF1 GROUND FAULT INTERRUPT WALL/ PARTITION IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN THROUGHOUT. O I EXISTING WALL PARTITION TO REMAIN CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER REMOVED&REINSTALLED DOOR AND PORTIONS OF WALL FOR NEW 4X4 POST _ — SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. WITHIN WALL. =VL-1= VANITY LIGHT SWITCHED WALL OUTLET EXISTING AREA TO REMAIN SEAL+SIGNATURE DATE 04.05.2022 3A: FOR PORTIONS WITHIN NEW CEILING NEW CEILING FINISH AND MATERIAL TO PROJECT NUMBER 21.42 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON MATCH ADJACENT EXISTING CEILING TO REMAIN = _ = UNDER CABINET LIGHT °W DISHWASHER OUTLET EXISTING AREA W/NEW CEILING A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 3B: FOR PORTIONS WITHIN EXISTING CEILING, REPAIR AND/OR REFINISH CEILING UC-1 M '- DRAWING NUMBER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT DUST OR DEBRIS. AS REQUIRED AND REFURBISH OR REPLACE ALL DAMAGED MATERIALS AS ((�R ' "^'`:`x' + PD-1 �f ;. ` • 4. ALL DIMENSIONS ARE TO THE CENTER POINT OF DEVICES/FIXTURES AND FINISH REQUIRED,V.I.F. ) SURFACE MOUNTED DECORATIVE PENDANT REFRIGERATOR OUTLET FACES OF WALLS, U.O.N.ALL DIMENSIONS OF EXISTING TO REMAIN TO BE VERIFIED IN EDGE BETWEEN NEW JOIST AND CEILING AND EXISTING JOIST AND CEILING TO CT THE FIELD TYP, PD-2 COOKTOP OUTLET REMAIN. REFER TO A-300S AND STRUCTURAL DRAWINGS S-100S&S-200S. � SURFACE MOUNTED PENDANT -, 5. PROVIDE:BLOCKING AS REQUIRED FOR INSTALLATION. 5 NEW JOIST AND CEILING FOR STRUCTURAL REINFORCEMENT AT EXISTING ov OVEN OUTLET �, �� A-111.00 EXTERIOR WALL FOR NEW 2ND FLOOR. EXISTING CEILING MOUNTED ITEMS TO BE O COMBINATION SMOKE CARBON MONOXIDE 6. THE GENERAL CONTRACTOR SHALL COORDINATE ALL MEP ITEMS WITH MEP ENGINEER sic DETECTOR CEILING MOUNTED `; ; AND COMPLY WITH APPLICABLE CODE REQUIREMENTS AND MANUFACTURER'S REMOVED AND REINSTALLED. PAGE NUMBER RECOMMENDATIONS. EXISTING CONDITIONS SHALL BE FIELD VERIFIED BEFORE THE COMBINATION SMOKE/CARBON MONOXIDE LIGHT SWITCH : ` X";�'. ';; ' NEW PAINTED GYPSUM BOARD CEILING. NEW JOIST AND CEILING FOR STRUCTURAL sic © DXA studio 2022 CONTRACTOR PROCEEDS WITH THE WORK.COORDINATE ALIGNMENT BETWEEN 1 REINFORCEMENT FOR NEW 2ND FLOOR. REFER TO A-300S AND STRUCTURAL DETECTOR,WALL MOUNTED 3 ADDITIONAL MEP ITEMS AND ADJACENT ARCHITECTURAL ITEMS. DRAWINGS S-100S&S-200S. $ 3 WAY LIGHT SWITCH TOWN OF SOUTHOLD D.O.B. BSCAN 7. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. TELEPHONE/DATA OUTLET ❑7 NEW SKYLIGHT � DM DIMMER SWITCH 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, TV TV OUTLET NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND �3/DM Ly SOUTHOLD TOWN CODE. 3 WAY DIMMER SWITCH DURING CONSTRUCTION,TEMPORARILY SHORE AS REQUIRED FOR PROPERTY LINE THE LEFT END OF THE EXISTING RIDGE BEAM TO REMAIN,V.I.F. DXA studio 1945 Bayview Avenue REFER TO FRAMING PLANS S-100S FOR PERMANENT PROPERTY LINE Mattituck,NY 11952 REINFORCEMENT/SUPPORT OF THE NEW RIDGE BEAM FOR THE Architecture PLLC 212 874 0567 NEW ROOF ON THE LEFT OF THE EXISTING ROOF TO REMAIN. T.O. RIDGE www.dxastudio.com www.dxastudio.com ---------------� _ EX'G ROOF ---- -- 20' -p.. -------------------------------------------------------------------------------- ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO EXISTING WINDOW TO BE REMOVED. I EXISTING SHINGLE AND I WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS j INFILL EXISTING WALL OPENING BEYOND NEW i FRAMING TO BE REMOVED FOR 6 I EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, OPENING AND REINFORCE AS REQUIRED. I NEW 2ND FLOOR. EXTENT OF DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE DEMOLITION TO BE VERIFIED IN SOLELY FOR USE ON AND IN CONNECTION WITH THIS j EXISTING WINDOW TO BE RELOCATED. i THE FIELD. PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR INFILL EXISTING WALL OPENING AND I i USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY REINFORCE AS REQUIRED. i EX'G T.O.J. USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN o 12' -0" PERMISSION AND DIRECTION OF DXA STUDIO. I r-I ------ ----------------------- ----------------------- �I EX'G------------ ------------------ -----I T.T.O.W. OWNER ----- ----------------------- _ Z72.'S2I777.S.;7 /� T, � STEVE KRAM -�-III III II N 101 -211 100 WEST LANE IIII / II SOUTHOLD, NY 11971 I T 310 880 6000 Q _- \L_______ __ STRUCTURAL CONSULTANT J NICK MEZZAFERRO, PE nickmazzaferro@verizon.net T 516 457 5596 1 ST FLOOR 2'-2" N N GRADE NEW WALL OPENING FOR RELOCATED WINDOW. \ CRAWL SPACE (2) 2"X10"STUD WITH 1/2"STRUCTURAL PLYWOOD, 4- 10 GLUED AND SPIKED FOR FULL DEPTH. DOUBLE JACK STUDS AT BOTH SIDES WITH MIN.4" BEARING. 2 NORTH BUILDING ELEVATION-EXISTING &DEMOLITION 1/4"=1'-O" EXISTING TO REMAIN,V.I.F. NEW 2ND FLOOR& ROOF PROPERTY LINE PROPERTY LINE 2 1 A300 A300 T.O. RIDGE NEW ROOF REROUTE AND EXTEND EXISTING CHIMNEY THROUGH26'-0" N2.6, S EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS REQUIRED,V.I.F.RECONSTRUCT NEW SHINGLES TO MATCH REROUTED/EXTENDED/DAMAGED PORTION. EXISTING SHINGLE MATERIAL AND FINISH NEW B.O.R. EXISTING SHINGLES TO REMAIN '-T_12'-O" T.O. RIDGE EX'G ROOF 0 T.O. RIDGE 2-0 -0" J -- EX'G ROOF co Z; 201 -011 REVISIONS - -- 0 DESCRIPTIO N DATE U_ o ISSUED FOR PERMIT 02.08.2022 z N Q REVISED FOR PERMIT APPROVAL 04.05.2022 N2-1 N2-2 N20-3 N24 N2.5 NEW SIDING TO MATCH Q \ EXISTING SIDING 60 MATERIALAND FINISH w � EX'G T.O.J. z TYP.L-Jo 12 '-0" J o — z o 2ND 12'- 2OOOR EX'G T.O.W. o 10'-2 - EX'G T.O.W. oz 10'-211 N —-- LL EXISTING SIDING > 4 4 TO REMAIN z TI / x,-t g < 0 1 4 f °° f f ❑ 1 2 cc 4 NP' S f TYP• 00 PROJECT NAME z I x KRAM RESIDENCE i ' W 1 ST FLOOR 1 ST FLOOR 100 WEST LANE I li I 2 2 " N 2'-2" SOUTHOLD, NY 11971 GRADE N 9 GRADE 0 -0 0 01-011 DRAWING NAME CRAWL SPACE � EXISTING DECK TO REMAIN,V.I.F. CRAWL SPACE =0' - 10" -0'- 10° NORTH BUILDING ELEVATION EXISTING & PROPOSED 1 NORTH BUILDING ELEVATION-PROPOSED 1/4" = 1'-0" SEAL+SIGNATURE DATE 04.05.2022 PROJECT NUMBER 21.42 ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES I ELEVATIONS AND SECTIONS-LEGEND r' DRAWING NUMBER 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. ❑1 REFURBISH OR REPLACE ALL DAMAGED FACADE ELEMENTS AS REQUIRED TO MATCH EXISTING FACADE ELEMENTS TO REMAIN,V.LF. � NEW WINDOW&TRIM CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN - - 7EXISTING PROPERTY LINE r '� INTENT DESCRIBED BY THE DRAWINGS. . ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, ❑ REBUILD AND/OR REINFORCE PORTION OF EX'G WALLS AT NEW STRUCTURAL ❑ --------- NYS RESIDENTIAL CODE,NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 8 NEW SKYLIGHT r - V 0.00 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS OR HIDDEN SOUTHOLD TOWN CODE. CONNECTIONS WHERE REQUIRED,V.I.F.-COORDINATE W/STRUCTURAL ENGINEER. I EXISTING WINDOW TO BE REMOVED' NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. L--------- CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER ❑g EXISTING DECK/STAIR/HANDRAIL TO REMAIN,V.I.F. REFINISH AS REQUIRED. --------- SHALL NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO 3 NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF. MATCH EXISTING I I EXISTING WALL TO BE REMOVED SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. PAGE NUMBER EXISTING DRYWELLS,V.I.F. FACADE ELEMENTS TO REMAIN. NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH L_________� 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON ❑ EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EASTING WINDOW 10 2020 NYS RESIDENTIAL CODE R310. ©DXA studio 2022 A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 4 TRIM TO BE REMOVED AND REPLACED,V.I.F. MATERIAL AND FIN'SH,TBD. 1OA: 13.0 SF CLEAR OPENING, 106:10.9 SF CLEAR OPENING JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. TOWN OF SOUTHOLD D.O.B. BSCAN 4. REFER TO A-900 FOR WINDOW SCHEDULE. a EXISTING DOOR TO REMAIN. EXISTING DOOR TRIM TO BE REMOVED AND w. REPLACED,V.I.F. MATERIAL AND FINISH,TBD. 5. CLEAN THE EXISTING BUILDING FACADES AND PROVIDE SURFACE CLEANER IN AREASEXISTING WINDOW TO BE RELOCATED. REFINISH & REPAIR AS REQUIRED,V.I.F. OF STAINING AS REQUIRED. 6 NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TED. DXA studio 1945 Bayview Avenue y: Architecture PLLC Mattituck,NY 11952 T.O. RIDGE 212 874 0567 EX'G ROOF www.dxastudio.com www.dxastudio.com 20'-0" ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR ElREFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, f DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY EX'G T.O.J. USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN 0 12'-0" PERMISSION AND DIRECTION OF DXA STUDIO. EX'G T.O.W. OWNER 10'-2" STEVE KRAM 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 il- f f f 50 4 STRUCTURAL CONSULTANT Ll NICK MEZZAFERRO, PE nickmazzaferro@verizon.net T 516 457 5596 1 ST FLOOR N _ e GRADE - 0 01-011 CRAWL SPACE 0'- 10" 2 EAST BUILDING ELEVATION-EXISTING& DEMOLITION 1/4"=1'-0" 1 1 A301 A302 REROUTE AND EXTEND EXISTING CHIMNEY THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. T.O. RIDGE __..__. NEW ROOF 8 - 261-011 U_ 0NEW SHINGLES TO MATCH EXISTING o 0 Cr SHINGLE MATERIAL AND FINISH 0 °6 m o o NEW SIDING TO MATCH EXISTING a1 (0 NEW B.O.R. o SIDING MATERIAL AND FINISH o 12'-0" 0 � T.O. RIDGE N ENG ROOF w N 20'-O'I z 3 3 REVISIONS EXISTING SHINGLES TO REMAIN LU z TMP' DESCRIPTION DATE ISSUED FOR PERMIT 02.08.2022 4 REVISED FOR PERMIT APPROVAL 04.05.2022 z f 4 > o0 aUj z W 2ND FLOOR 0 12'-011 CD - to 1 EX'G T.O.J. 0 12'-0" Ln EX'G T.O.W. -- 10'-2" EXISTING SIDING TO REMAIN 10, 9 TMP. f f f TM00 P. PROJECT NAME KRAM RESIDENCE 9 1 ST FLOOR 2 -2 10 0 WEST LANE - 9 9 N GRADE SOUTHOLD, NY 11971 ----- N 0 01 -011 — - DRAWING NAME CRAWL SPACE EXISTING DECK TO REMAIN,V.I.F. -01- 101 EAST BUILDING ELEVATION EXISTING & PROPOSED 1 EAST BUILDING ELEVATION-PROPOSED 1/4" SEAL+SIGNATURE DATE 04.05.2022 �., PROJECT NUMBER 21.42 ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTESELEVATIONS AND SECTIONS-LEGEND DRAWING NUMBER 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. REFURBISH STOING FACADE ELEMENTS DAMAGEDR REPLACE ALL FACADE REMAIN ELEMENTS AS REQUIRED TO NEW WINDOW&TRIM MATCH EXCONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN 7 ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. a REBUILD AND/OR REINFORCE PORTION OF EX'G WALLS AT NEW STRUCTURAL a NEW SKYLIGHT r ---- „ NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND CONNECTIONS WHERE REQUIRED,V.I.F.-COORDINATE W/STRUCTURAL ENGINEER. i EXISTING WINDOW TO BE REMOVED A-201.00 2. IF THE GEIJERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE. -• { NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. L--------- r CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER EXISTING DECK/STAIR/HANDRAIL TO REMAIN,V.I.F. REFINISH AS REQUIRED. r --------- SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 8. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO a ❑g NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF. MATCH EXISTING i EXISTING WALL TO BE REMOVED PAGE NUMBER EXISTING DRYWELLS,V.I.F. FACADE ELEMENTS TO REMAIN. L---------- 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ONNEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW 10 2020 NYS RESIDENTIAL CODE R310. © DXA studio 2022 A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. TRIM TO BE REMOVED AND REPLACED,V.I.F. MATERIAL AND FINISH,TBD. 1OA: 13.0 SF CLEAR OPENING, 1OB: 10.9 SF CLEAR OPENING TOWN OF SOUTHOLD D.O.B. BSCAN EXISTING DOOR TO REMAIN. EXISTING DOOR TRIM TO BE REMOVED AND 5 4. REFER TO A-900 FOR WINDOW SCHEDULE. REPLACED,V.I.F. MATERIAL AND FINISH,TBD. 5. CLEAN THE EXISTING BUILDING FACADES AND PROVIDE SURFACE CLEANER IN AREAS EXISTING WINDOW TO BE RELOCATED. REFINISH& REPAIR AS REQJIRED,V.I.F. OF STAINING AS REQUIRED. D NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. DURING CONSTRUCTION,TEMPORARILY SHORE AS REQUIRED FOR THE LEFT END OF THE EXISTING RIDGE BEAM TO REMAIN,V.I.F. DXA studio 1945 Bayview Avenue REFER TO FRAMING PLANS S-100S FOR PERMANENT PROPERTY LINE REINFORCEMENT/SUPPORT OF THE NEW RIDGE BEAM FOR THE PROPERTY LINE Architecture PLLC Mattituck,NY 11952 NEW ROOF ON THE LEFT OF THE EXISTING ROOF TO REMAIN. 212 874 0567 T.O. RIDGE www.dxastudio.com www.dxastudio.com EX'G ROOF 20'-Oil I i EXISTING CHIMNEY ALL DRAWINGS, SPECIFICATIONS, 'PLANS, IDEAS, EXISTING SIDING AND FRAMING TO BE j EXISTING SHINGLES RAND FRAMING TO BE i i i �� TO REROUTE AND EXTEND ARRANGEMENTS AND DESIGNS REPRESENTED OR REMOVED FOR NEW 2ND FLOOR. EXTENT OF I REMOVED FOR NEW 2ND FLOOR. EXTENT OF � REFERRED TO ARE THE PROPERTY OF DXA STUDIO DEMOLITION TO BE VERIFIED IN THE FIELD. I DEMOLITION TO BE VERIFIED IN THE FIELD. I L__J Q I WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS I I 60 EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, EXTENDED WALL OPENING FOR NEW WINDOW. ��--------------------- DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE ` REFER TO 1/A-300 FOR STRUCTURAL SOLELY FOR USE ON AND IN CONNECTION WITH THIS L-I--I--I__J I-_JL-I-J I PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR REQUIREMENTS. USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY i . L J L_i_J L_I_J L_I_J USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN i -----------------J L--------------------� --------------- I EXG T.O.J. _ �� PERMISSION AND DIRECTION OF DXA STUDIO. 12 -0 0 – EX'G T.O.W. OWNER EXISTING WINDOW TO BE REMOVED. -------_____ N STEVE KRAM INFILL EXISTING WALL OPENING BEYOND NEW100 ST LANE i OPENING AND REINFORCE AS REQUIRED. Ii1 II Dj SOUTHOLD NY 11971 ice_ ____JI ✓,'> a _ 7 310 880 6000 -==_-F]P-----�i , 80 STRUCTURAL CONSULTANT T NICK MEZZAFERRO, PE nickmazzaferro@verizon.net ij T 516 457 5596 III L I I 1ST FLOOR 2' -2" N, N _ Af-IGRADE 0IT01-011 CRAWL SPACE -0' - 10" 2 SOUTH BUILDING ELEVATION-EXISTING& DEMOLITION 1/4"=1'-0" (PROPERTY LINE NEW 2ND FLOOR &ROOF EXISTING TO REMAIN,V.I.F. PROPERTY LINE 1 A300 A300 NEW SHINGLES TO MATCH EXISTING T.O. RIDGE SHINGLE MATERIAL AND FINISH NEW ROOF 26'-0" J REROUTE AND EXTEND EXISTING CHIMNEY THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS REQUIRED,V.I.F. RECONSTRUCT o REROUTED/EXTENDED/DAMAGED PORTION. N28 EXISTING SHINGLES TO REMAIN U_ 10 DGE NEW B.O.R. 0 __ EX'G ROOF 20'-0" - 201-011 o Z / I REVISIONS N N2.9 2.10, 2-11 N 12 2-13 DESCRIPTION DATE Q NEW SIDING TO MATCH ISSUED FOR PERMIT 02.08.2022 60 EXISTING SIDING _ \ 660 w� MATERIAL AND FINISH REVISED FOR PERMIT APPROVAL LEE1 L 04.05.2022 U 3 2ND FLOOR zI Ifo nP EX'G T.O.J. � z of 121-011 EX_G T.O.UV. , �+ EX'G T.O.W. 10' -2" j N > EXISTING SIDING EXISTING SIDING z z TO REMAIN ! N1.1 7_j FF 747 TO REMAIN a �? 2 F.ILLI 2 1 a --- 1 wa - 00 pTYP. 7 I- 60f � 4� TYP. � - z Cf) PROJECT NAME x 1 i1 w 1 ST FLOOR W ! - � I, � 1sT L KRAM RESIDENCE — FLOOR 21 -211 - --- 1 _ 11 � 2 2 N i _ N 10 W ! 0 EST LANE N g 9 GRADE GRADE _ N SOU LD, NY 11971 01-011 CRAWL SPACE EXISTING DECK TO REMAIN,V.I.F. T_ CRAWL SPACE DRAWING NAME -01- 10" -01- 1011 SOUTH BUILDING ELEVATION 1 SOUTH BUILDING ELEVATION-PROPOSED 1/4"= 1'-0" EXISTING & PROPOSED SEAL+SIGNATURE DATE 04.05.2022 PROJECT NUMBER 21.42 ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES } , , DRAWING NUMBER ELEVATIONS AND SECTIONS-LEGEND t ,�.,' .',` ' _ t REFURBISH OR REPLACE ALL DAMAGED FACADE ELEMENTS AS REQUIRED TO 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. a Q CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN MATCH EXISTING FACADE ELEMENTS TO REMAIN,V.I.F. 7 NEW WINDOW&TRIM 7. ALL WORK SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, - - EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. REBUILD AND/OR REINFORCE PORTION OF EX'G WALLS AT NEW STRUCTURAL NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND2 CONNECTIONS WHERE REQUIRED, 8 NEW SKYLIGHT r--------I 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE. Q V.I.F.-COORDINATE W/STRUCTURAL ENGINEER. L J EXISTING WINDOW TO BE REMOVED � �-. ,r�,,' .�' A-202.00 CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. SHALL BE.NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 8. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF. MATCH EXISTING 7 EXISTING DECK/STAIR/HANDRAIL TO REMAIN,V.I.F. REFINISH AS REQUIRED. --------- EXISTING DRYWELLS,V.I.F. 3 FACADE ELEMENTS TO REMAIN. NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH L---------J EXISTING WALL TO BE REMOVED PAGE NUMBER 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW 10 2020 NYS RESIDENTIAL CODE R310. ©DXA studio 2022 A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER � TRIM TO BE REMOVED AND REPLACED,V.I.F.MATERIAL AND FINISH,TBD. 10A: 13.0 SF CLEAR OPENING, 1013: 10.5-6F CLEAR OPENING JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. +�. TOWN OF SOUTHOf,"�Q.B. BSCAN �. EXISTING DOOR TO REMAIN. EXISTING DOOR TRIM TO BE REMOVED AND 4. REFER TO A-900 FOR WINDOW SCHEDULE. 5 REPLACED,V.I.F. MATERIAL AND FINISH,TBD. 5. CLEAN THE EXISTING BUILDING FACADES AND PROVIDE SURFACE CLEANER IN AREAS EXISTING WINDOW TO BE RELOCATED. REFINISH&REPAIR AS REQUIRED,V.I.F. OF STAINING AS REQUIRED, NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. EXISTING SIDING AND FRAMING TO BE DXA studio 1945 Bayview Avenue REMOVED FOR NEW 2ND FLOOR. EXTENT OF Architecture PLLC Mattituck,NY 11952 DEMOLITION TO BE VERIFIED IN THE FIELD. T.O. RIDGE 212 874 0567 _ EX'G ROOF www.dxastudio.com www.dxastudio.com 20'-0" ALL ARRANGEMENTS S� AND SPECIFICATIONS, DEOR \\\ 4 TY OF DXA STUDIO WHETHERDTHEOP ORECT OR W O HAE THE T THEY ARE PREPARED IS --------- ------------------ 00 EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, EXISTING SHINGLES AND FRAMING TO BE DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS REMOVED FOR NEW 2ND FLOOR. EXTENT OF DEMOLITION TO BE VERIFIED IN THE FIELD. PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY EXG T.O.J. USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN 121-011 PERMISSION AND DIRECTION OF DXA STUDIO. r -- -- -- -- -- -- 'r------J — �+ a EX'G T.O.W. OWNER - ' t -1---- 101-211 == ' EXISTING WINDOW TO BE REMOVED. 0 INFILL EXISTING WALL OPENING AND N STEVE KRAM REINFORCE AS REQUIRED. 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 00 STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE nickmazzaferro@verizon.net T 516 457 5596 _ 1 ST FLOOR - - , N 2'-211 N GRADE 01-011 CRAWL SPACE 2 WEST BUILDING ELEVATION-EXISTING &DEMOLITION Tl/4tl=ll_0ll 1 A302 A301 REROUTE AND EXTEND EXISTING CHIMNEY THROUGH EXISTING ATTIC AND ROOF FRAMING. DEMOLISH AND REINFORCE AS REQUIRED,V.I.F. RECONSTRUCT REROUTED/EXTENDED/DAMAGED PORTION. T.O. RIDGE NEW ROOF 8 26' -0" NEW SHINGLES TO MATCH EXISTING 0 SHINGLE MATERIAL AND FINISH 0 06 4 NEW B.O.R. 0 12' -0" U_ T.O. RIDGE z 0 EX'G ROOF N06 20'-0° z0 SHINGLES TO REMAIN o REVISIONS 0 DESCRIPTION DATE 7 U_ 0 2-14 7 2.15 10B N ISSUED FOR PERMIT 02.08.2022 > o REVISED FOR PERMIT APPROVAL 04.05.2022 z NEW SIDING TO MATCH EXISTING "- 60 SIDING MATERIAL AND FINISH U 2ND FLOOR 0 3 0 12'-0" Z _ TYP. EX'G T.O.J. U z 0 12'-0" EX'G T.O.W. EXISTING SIDING TO REMAIN > - Z a 1 72 � C? TYP. f - f TYP. 0 00 __ c0 PROJECT NAME KRAM RESIDENCE lik 111111 - _ _ �, 1STFL00� 100 WEST LANE -w 9 9 SOUTHOLD, NY 11971 GRADE - -- -- - _ 01 -011 DRAWING NAME EXISTING DECK CRAWL SPACE TO REMAIN,V.I.F. EXISTING DECK TO REMAIN,V.I.F. -01- 1011 WEST BUILDING ELEVATION 1 WEST BUILDING ELEVATION-PROPOSED 1/4" = 1'-0" EXISTING & PROPOSED SEAL+SIGNATURE DATE 04.05.2022 PROJECT NUMBER 21.42 ELEVATIONS AND SECTIONS-GENERAL NOTES ELEVATIONS AND SECTIONS-KEY NOTES I ELEVATIONS AND SECTIONS-LEGEND �' DRAWING NUMBER REFURBISH OR REPLACE ALL DAMAGED FACADE ELEMENTS AS REQUIRED TO 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND 6. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES, ❑1 MATCH EXISTING FACADE ELEMENTS TO REMAINV.I.F. a NEW WINDOW&TRIM CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN ,L L WEXISTING PROPERTY LINE . ALL SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES REGULATIONS REBUILD AND/OR REINFORCE PORTION OF EX'G WALLS AT NEW STRUCTURAL INTENT DESCRIBED BY THE DRAWINGS. 7 � � ❑ ❑ �� NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND 2 8 NEW SKYLIGHT r --------- CONNECTIONS WHERE REQUIRED,V.I.F.-COORDINATE W/STRUCTURAL ENGINEER. EXISTING WINDOW TO BE REMOVED —_- M-203.00 �0�■0 0 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN SOUTHOLD TOWN CODE. NEW FINISH TO MATCH EXISTING ELEMENTS TO REMAIN. L--_---__-� CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER ❑g EXISTING DECK/STAIR/HANDRAIL TO REMAIN,V.I.F. REFINISH AS REQUIRED. ---------- SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 8. NEW GUTTERS AND LEADER LINES FOR STORMWATER RUNOFF SHALL CONNECT TO 3] NEW FACADE ELEMENTS FOR NEW 2ND FLOOR AND ROOF. MATCH EXISTING i EXISTING WALL TO BE REMOVED PAGE NUMBER EXISTING DRYWELLS,V.I.F. FACADE ELEMENTS TO REMAIN. L______'—_--i 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ONNEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING.COMPLY WITH A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER 4 EXISTING WINDOW TO REMAIN. REFINISH AS REQUIRED,V.I.F. EXISTING WINDOW 10 2020 NYS RESIDENTIAL CODE R310. © DXA studio 2022 JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT,DUST,OR DEBRIS. TRIM TO BE REMOVED AND REPLACED,V.I.F. MATERIAL AND FINISH,TBD. 10A: 13.0 SF CLEAR OPENING, 10B: 10.9 SF CLEAR OPENING TOWN OF SOUTHOLD D.O.B. BSCAN EXISTING DOOR TO REMAIN. EXISTING DOOR TRIM TO BE REMOVED AND 4. REFER TO A-900 FOR WINDOW SCHEDULE. 5 REPLACED,V.I.F. MATERIAL AND FINISH,TBD. , . .. 5. CLEAN THE EXISTING BUILDING FACADES AND PROVIDE SURFACE CLEANER IN AREAS ❑ EXISTING WINDOW TO BE RELOCATED. REFINISH&REPAIR AS REQUIRED,V.I.F. OF STAINING AS REQUIRED. 6 NEW WINDOW TRIM TO BE PROVIDED. MATERIAL AND FINISH,TBD. DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT, THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER STEVE KRAM 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 2X12 RIDGE(BEYOND) 2X12 RIDGE STRUCTURAL CONSULTANT 2X12 RIDGE 2X10 RAFTERS, 16"O.0(BEYOND). 2X10 RAFTERS, 16"O.C. NICK MEZZAFERRO, PE 2X12 RIDGE 2X10 VALLEY RAFTER nickmazzaferro@verizon.net — — — — — — — - — — — i— ice— —T — —r ii— - - „ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T 516 457 5596 NEW ROOF uu 2X1 Rq�F RS 1C '"0" 26(X2)2X10 TRIMMERS,TOP&BOTTOM. t iiOG' 2X4 FRAMED,TUNNEL THROUGH UNFINISHED I0Rq ATTIC. UNFINISHED AM C RS it UNFINISHEDAMC „ 6O16 - n 2X10 JOISTS, 16"O.C. ii 2X10 JOISTS, 16"O.C. - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — NEW B.O.R. — — — 20'-0" f „ Oil _ EXG ROOF O - O 20'-0" ' o C' o iA , , iso 203. - - - - - - _ - - - Sim _ _ _ _ _ _ 2ND FLOOR mumSim 2X10 JOISTS, 12"O.C. - -— 2X10 JOISTS, 12"O.C. 203, 2X10 JOISTS, 12"O.C. 2 12'_ 0" 203. = _ 203. EXISTING 2X4 WALLS,WINDOWS AND `i L-7 DOORS TO REMAIN.REINFORCE O -� HEADERS PER FRAMING PLAN. �- --_--- VERTICAL EXTENSION TO IST FLOOR -� EXTERIOR WALLAS SHOWN TO L , (X3)2X10 W/ PROVIDE 9'0"CLEAR AT IST FLOOR. o O - (X2)5/8"X 9 1/2" FLITCH 0) PLATES, FLUSH. EXG. FOUNDATION GIRDER BEAM. - - EXG.FOUNDATION GIRDER BEAM. -- - CONTRACTOR TO PERFORM � CONTRACTOR TO PERFORM PROBES PROBES AND VERIFY LOCATION AND SIZING IN FIELD WITH AND VERIFY LOCATION AND SIZING IN FIELD WITH ARCHITECT. ARCHITECT. — — — — — _ 1ST FLOOR REVISIONS DESCRIPTION DATE — — — — — — — — —_ — — _ _. _ _ _ _ — _ _ _ _ _ _ _ — — GRADE ISSUED FOR PERMIT 02.08.2022 _ 0'_6" REVISED FOR PERMIT APPROVAL 04.05.2022 1=1 ___= CRAWL SPACE _—— _ �11�1=11-- 11-1 J�1 L 1—IJ 11=1 1 1 SLI J=�a _�11 I-11 — U1-11�- _ -0'- 10" BOF _ —_ _ ___— -3'-0„ IIII—_ I - 1= I = =1 I I �1 I __= I 1 I = _ =1 I = =1 1= 1= _ _ _ = I = = 1= = I I _ = 1= =1 11= I 1 1 1 — _ — 1 I I I —I I � ► ► � � ► 2 Cross Section 02 1/4"= 1'-0" 1 Cross Section 01 1/4"= 1'-0" — PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME ELEVATIONS AND SECTIONS - GENERAL NOTES I FELEVATIONS AND, SECTIONS - KEY NOTES ELEVATIONS AND SECTIONS - LEGEND BUILDING SECTIONS 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE EXISTING CONSTRUCTION SEAL+SIGNATURE DATE 02.08.2022 DESIGN INTENT DESCRIBED BY THE DRAWINGS. -' '' ' PROJECT NUM: 21.42 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE F, DRAWING NUMBER `' ' 2. MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE NEW CONSTRUCTION STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. 300 3. ALL LUMBER TO BE DOUGLAS-FIR GRADE#2 OR BETTER,AND SHALL COMPLY WITH R502.3.1(1) [DEAD LOAD OF 20 PSF] FOR ALL SLEEPING AREAS,AND WITH 802.5.:1(1)[DEAD LOAD OF 5 PSF] FOR CEILINGS BELOW THE UNFINISHED ATTIC. 3. .. PAGE NUMBER ©DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN ., ISM DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER STEVE KRAM 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 2X10 RIDGE BEAM 2X10 ROOF RAFTER STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE 2X10 VALLEY RAFTER nickmazzaferro@verizon.net — — — — — — — — — — _ — — — _ — NEW ROOF T 516 457 5596 II — II II— II II II — —II—II— II II II — II II II —II II— I1 II II — II II II — II II II II II — II II II — II I — — — — — — — 26'_On II �i— II II II II II II II II II Ii II II II II II II II II II II II I --I H— — — — — —I I— f l— }� — +f —I+-- —11— --H — -H- — f+— —I I— —+I— i+ — ++ —li— I— —ii — �+ — H-- —11— —+I— F — +-- — t— — — II II II 11 II II I1 11 11 II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II IIII II II II II II II II II I it 11 II II II II II II it I 11 II 11 II II 11 it II II II 11 II 1 II II I1 I1 II II II II II II II it II II II II II II II II II II II II II I II II II II II II II II II II II II II II II 11 II II II II II II II II II I II II II II II I II II H II II II II II II II IIII II II II II NEW B.O.R. I II. ___ __ II II II II I II II II II II II II II II Ii H Il II 11 II II 201-011 2X10 JOISTS, 16"O.C. 2X10 ROOF RAFTERS, 16"O.C. _ EXG ROOF 20'-0" VN/\ Sim 2 203. - - — — — — — 2ND FLOOR 2X10 JOISTS, 12"O.C. REFER VERTICAL EXTENSION TO IST FLOOR TO FRAMING PLAN. EXTERIOR WALL AS SHOWN TO PROVIDE 9'0"CLEAR AT IST FLOOR. EXISTING 2X4 WALLS,WINDOWS AND DOORS TO REMAIN. REINFORCE HEADERS PER FRAMING PLAN. i — — — — — — — _ — — — — 1ST FLOOR REVISIONS 2'-2° DESCRIPTION DATE - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - _ _ _ - - - _ GRADE ISSUED FOR PERMIT 02.08.2022 01-011 REVISED FOR PERMIT APPROVAL 04.05.2022 cRAWLSPACE -0'- 10 _ _ _ 11J=111=111 ri l�-J 1J-1111—�I -11 =J a= 11= JJ l�_I 1 -J1 11J=�1 �=11 - J1- 11_J 1J-1 I =11-J 11 = 11-1 IJ 1-111 SLI l=_I l I J1 ��J J1- 11__ " =__ �_-_ =1 =1 = 1= I = I I=1 1= I =1 I = = I — I = I=1 I =1 11= I I=1 —1111 = i 1= I I 1=1 = I =1 _I I= =1 _ = 11= 11 __ = i B _ _ OF 1 I-1 I I1 I-1 11=1 I I1 I I-1 I I-1 I I-1 I I1 I I1 I1 I1 I I-1 I I—III-1 11=1 I i1 I IIII=1 11=1 I I-1 I I—III-1 I IIIIIII—III—III—III—III—III—I 1=1 I IIII—I i I—III—III-1 I I_ -31-011 1 Longi.Section 01 1/4"= 1'-0" PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME ELEVATIONS; AND SECTIONS - GENERAL NOTES ELEVATIONS AND SECTIONS - KEY NOTES ELEVATIONS AND SECTIONS - LEGEND BUILDING SECTIONS 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE EXISTING CONSTRUCTION SEAL+SIGNATURE DATE 02.08.2022 DESIGN INTENT DESCRIBED BY THE DRAWINGS. (.. .", . PROJECT NUM: 21.42 'J "" . .V,' DRAWING NUMBER THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE NEW CONSTRUCTION 2. MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE tr STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. 301 3. ALL LUMBER TO BE DOUGLAS-FIR GRADE#2 OR BETTER,AND SHALL COMPLY f �' WITH R502.3.1(1) [DEAD LOAD OF 20 PSF] FOR ALL SLEEPING AREAS,AND WITH f 802.5.1(1) [DEAD LOAD OF 5 PSF] FOR CEILINGS BELOW THE UNFINISHED ATTIC. PAGE NUMBER ©DXA studio 2018 w TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 1945 Bayview Avenue } Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER STEVE KRAM 100 WEST LANE SOUTHOLD, NY 11971 T 310 880 6000 2X10 RIDGE BEAM 2X10 ROOF RAFTER STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE nickmazzaferro@verizon.net NEW ROOF T 516 457 5596 I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ - 26'-0" I II I II II II II II II II II II II II II II II II II II II II II II it it II II II II II II II III I II I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I III I II I II II II II II II II II II II II it II I�I II II II II II II II II II II II II II Il II I III I II '' I II II II II II II II II II II II II II I I II II II II II II II II II II II II II II II I III I II I II II II II II II II II II II II II II 1 I II II II II II II II II II II II II II II II I III I II 1 II II II II II II II it II II II II 11 I I II II it II II II II II II II II II II II II I III I II I I I I III 3 2X10 ROOF RAFTERS, 16"O.C. iii 203. I II III - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ EXG ROOF 20'-0" NEW B.O.R. 20'-0" i --- 44 POSTS IN WALL TO SUPPORT EXISTING RIDGE BEAM - - - - - - - - I 2ND FLOOR \T 121-011 2X10 JOISTS,12"O.C. REFER VERTICAL EXTENSION TO IST FLOOR TO FRAMING PLAN. EXTERIOR WALL AS SHOWN TO - PROVIDE 9'0"CLEAR AT IST FLOOR. EXISTING 2X4 WALLS,WINDOWS AND DOORS TO REMAIN.REINFORCE HEADERS PER FRAMING PLAN. — — — — / _ _ _ _ _ _ _ 1ST FLOOR REVISIONS 21-211 DESCRIPTION DATE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ - - - - - - — _ — _ — _ _ GRADE ISSUED FOR PERMIT 02.08.2022 0'-0" REVISED FOR PERMIT APPROVAL _04.05.2022 _ - 1L-111-1I _ � 11 �I1= I1 _I1 -�1 -J1-J111�1-1L- 11 L�� 1-1_1=� =1 ` 1 = _ �I1 l�_J1I1 -I_ll=1� 111-1L=I11�_ 1 1 �-- - - -° BOF 0" = 1 =_=1 1 El I I I = I == 1=1 I = 1= I -= I _= -► - - - ► ► -► ► ►- - ► -� - - -11 - -� �_ - - -► 1-11 I -I i 1= ► - - ►_ -111-- 11-11 - —T— 1 Longi.Section 02 1/4"= 1'-0" PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME ELEVATIONS AND SECTIONS - GENERAL NOTES ELEVATIONS AND SECTIONS - KEY NOTES ELEVATIONS AND SECTIONS - LEGEND BUILDING SECTIONS 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE EXISTING CONSTRUCTION SEAL+SIGNATURE DATE 02.08.2022 DESIGN INTENT DESCRIBED Y THE DRAWINGS. PROJECT NUM: 21.42 ;i THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE f DRAWING NUMBER 2. MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE NEW CONSTRUCTION STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. 302 3. ALL LUMBER TO BE DOUGLAS FIR GRADE#2 OR BETTER,AND SHALL COMPLY a WITH R502.3.1(1) [DEAD LOAD OF 20 PSF1 FOR ALL SLEEPING AREAS,AND WITH 802.5.1(1) [DEAD LOAD OF 5 PSF] FOR CEILINGS BELOW THE UNFINISHED ATTIC. PAGE NUMBER ©DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN DOOR SCHEDULE DXA Studio 1945 Bayview Avenue DOOR FRAME HARDNVARE Archltecture PLLC Mattituck,NY 11952 FLOORSADDLE DOOR 212 874 0567 NUMBER FROM TO TYPE MATERIAL THICKNESS NOMINAL SIZE FIRE MATERIAL RABBET SET KEY TYPE SWING REMARKS www.dxastudio.com www.dxastudio.com WIDTH x HT RATING EX101 KITCHEN PANTRY A ETR ETR ETR - ETR ETR ETR EXISTING DOOR & FRAME TO REMAIN. TOP PORTION OF EXISTING WALL ABOVE TO BE REMOVED& REINSTALLED FOR ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, STRUCTURAL REINFORCEMENT. REFURBISH AND/OR REFINISH AS REQUIRED, V.I.F. ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO 1ST FLOOR EX102 LIVING AREA CLOSET A ETR ETR ETR - ETR ETR ETR EXISTING DOOR & FRAME TO BE REMOVED AND REINSTALLED. WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS REFURBISH AND/OR REFINISH AS REQUIRED,V.I.F. EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE EXISTING DOOR & FRAME TO BE REMOVED AND REINSTALLED. SOLELY FOR USE ON AND IN CONNECTION WITH THIS EX103 EX'G CORRIDOR CLOSET B ETR ETR ETR - ETR ETR ETR REFURBISH AND/OR REFINISH AS REQUIRED,V.I.F. PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR N101 DINING AREA STORAGE A SCW 1-3/4" 2'-6"x 7'-0" - WD DR RHR FINISH TO MATCH ADJACENT EXISTING DOOR TO REMAIN USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY N201 CORRIDOR BEDROOM 1 A SCW 1-3/4" 3'-0"X 77'-0" - WD DR LH USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. N202 BEDROOM 1 WALK-IN CLOSET A SCW 1-3/4" 2'-6"x 7'-0" - WD DR RH N203 CORRIDOR CLOSET B SCW 1-3/4" (2) I'-6"x 7'-0" - WD DR LHR/RHR OWNER 2ND FLOOR N204 CORRIDOR BATHROOM 1 A SCW 1-3/4" 3'-0"x 7'-0" - WD DR RH N205 CORRIDOR BATHROOM 2 A SCW 1-3/4" 3'-0" x 7'-0" - WD DR LH STEVE 100 WESTTLANE N206 CORRIDOR BEDROOM 2 A SCW 1-3/4" 3'-0" x 7'-0" - WD DR RH SOUTHOLD, NY 11971 N207 BEDROOM 2 CLOSET C SCW 1-3/4" (4) 2'-6"x 7'-0" - WD DR LHR/RHR T 310 880 6000 STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE nickmazzaferro@verizon.net WINDOW SCHEDULE T 516 457 5596 WINDOW PERFORMANCE SECURITY FLOOR NOMINAL SIZE REMARKS NUMBER TYPE MATERIAL WIDTH x H IZ U-FACTOR SHGC VT SUN CONTROL BUG SCREEN GLASS BREAK EX1-1 ETR ETR ETR ETR ETR ETR EXISTING WINDOW TO BE RELOCATED, V.I.F. REFINISH & REPAIR AS REQUIRED. NEW SILL TO MATCH EXISTING MATERIAL AND FINISH. 1ST FLOOR N1-1 C WD/GL OPERABLE: (2) 1'-6"x 5'-0" 0.26 0.36 0.363 FIXED: 5'-0"x 5'-0" OPERABLE: 1'-6"x 5'-0" N2-1 B WD/GL 0.26 0.36 0.363 FIXED:3'-6"x 5'-0" N2-2 B WD/GL OPERABLE: 1'-6"x 5'-0" 0.26 0.36 0.363 FIXED:3'-6"x 5'-0" OPERABLE: 1'-6"x 5'-0" N2-3 B WD/GL 0.26 0.36 0.363 FIXED:3-6"x 5'-0" N2-4 B WD/GL OPERABLE: 1'-6"x 5'-0" 0.26 0.36 0.363 FIXED: 3'-6"x 5'-0" OPERABLE: 1'-6"x 5'-0" N2-5 B WD/GL 0.26 0.36 0.363 2ND FLOOR FIXED:3'-6"x 5'-0" N2-6 D ST/GL 2'-4"x 3'-10" 0.26 0.36 0.363 FIXED SKYLIGHT W/TEMPERED GLAZING &THERMAL BREAK OPERABLE: (2) 1'-6"x 5'-0" N2-7 C WD/GL FIXED: 5'-0"x 5'-0" 0.26 0.36 0.363 N2-8 E MATCH EX'G 2'-0" DIAMETER 0.26 0.36 - VENTILATION LOUVER. MATCH MATERIAL AND FINISH TO EXISTING ATTIC LOUVER ON NORTH FAQADE. N2-9 A WD/GL 3'-6"x 5'-0" 0.26 0.36 0.363 TEMPERED GLAZING N2-10 A WD/GL 3'-6"x 5'-0" 0.26 0.36 0.363 TEMPERED GLAZING N2.11 A WD/GL 3'-4"x 5'-0" 0.26 0.36 0.363 REVISIONS N2-12 A WD/GL 3'-4"x 5'-0" 0.26 0.36 0.363 WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING. COMPLY WITH NYS RESIDENTIAL CODE R310. DESCRIPTION DATE N2-13 A WD/GL 3'-4"x 5'-0" 0.26 0.36 0.363 N2-14 A WD/GL 3'-0"x 4'-9" 0.26 0.36 0.363 ISSUED FOR PERMIT 02.08.2022 N2-15 A WD/GL 3'-0"x 4'-9" 0.26 0.36 0.363 WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING. COMPLY WITH NYS RESIDENTIAL CODE R310. REVISED FOR PERMIT APPROVAL 04.05.2022 DOOR NOTES &TYPES WINDOW NOTES & TYPES GENERAL NOTES DOOR SCHEDULE KEY DOOR SWING DIRECTION GENERAL NOTES 1. REFERENCE A-100 SERIES PLANS FOR DOOR TAGS. ETR EXISTING TO REMAIN LH: LEFT HANDED 1. ALL ROUGH OPENINGS FOR NEW WINDOWS ARE TO BE VERIFIED IN THE FIELD 7. NEW WINDOW FOR EMERGENCY ESCAPE AND RESCUE OPENING TO COMPLY 2. ALL DOOR LEAFS TO BE 1-3/4" THICK, TYPICAL UNLESS OTHERWISE NOTED. GL GLASS LHR: LEFT HAND REVERSE PRIOR TO SHOP DRAWING FABRICATION AND PROCUREMENT. WITH 2020 NYS RESIDENTIAL CODE R310. 3. GENERAL CONTRACTOR TO COORDINATE LOCATIONS OF SURROUNDING WD WOOD RH: RIGHT HANDED 2. SCRAPE, PRIME, AND REPAINT ALL EXISTING WINDOW LINTELS TO REMAIN N2-12: 13.0 SF CLEAR OPENING, N2-15: 10.9 SF CLEAR OPENING. FRAMING AND OPENINGS WITH SCHEDULED DOORS AND FRAMES AS SCW SOLID CORE WOOD RHR: RIGHT HAND REVERSE PRIOR TO INSTALLATION OF NEW WINDOWS. TYPICAL UNLESS OTHERWISE 8. WINDOWS AT BATHTUB AND SHOWER TO BE TEMPERED. REQUIRED. NOTED. 9. COMPLY WITH MISSILE TEST REQUIREMENTS OF APPLICABLE CODES. 4. ALL DOOR SWING DIRECTIONS INDICATED ACCORDING TO DIRECTION OF 3. ALL UNITES SHALL BE CLAD EXTERIOR, PRIMED INTERIOR OR APPROVED 10. REFINISH EXISTING WINDOWS AND SILLS TO REMAIN AS REQUIRED, V.I.F. PROJECT NAME APPROACH TO ROOMS, TYPICAL UNLESS OTHERWISE NOTED. DOOR FRAME TYPE EQUAL WITH INSULATED, LOW-E, ARGON FILLED GLASS WITH SCREENS ON 11. NEW WINDOWS AND SILLS TO MATCH EXISTING WINDOW MATERIAL AND 5. MOCK-UP EACH TYPICAL CUSTOM MILLWORK DOOR FOR REVIEW. OPERABLE UNITS. VERIFY JAMB SIZES IN THE FIELD. FINISH KRAM RESIDENCE 6. ALL DOOR WIDTH AND HEIGHT DIMENSIONS ARE NOMINAL, UNLESS SR SINGLE RABBET 4. IF WINDOWS IN BEDROOMS ON THE 2ND FLOOR RECEIVE FUTURE MOTORIZED 12. WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS 100 WEST LANE OTHERWISE NOTED. DR DOUBLE RABBET WINDOW SHADES, THESE WINDOW SHADES WILL BE FACE MOUNTED ABOVE LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND GREATER THAN 7. ALL DOORS & HARDWARE TO BE PROVIDED & INSTALLED BY GENERAL WINDOWS. LOCATIONS AND TYPES TO BE APPROVED BY OWNER. THE 72" ABOVE THE FINISHED GRADE, PROVIDE WINDOW FALL PROTECTION AS SOUTHOLD, NY 11971 CONTRACTOR. OPERATION OF THE WINDOW SHADE SYSTEM IS TO BE COMPATIBLE WITH THE PER NYS RESIDENTIAL CODE R312.2. 8. ALL DOOR STYLES TO BE APPROVED BY OWNER (PANEL STILE & RAIL TYPES). LIGHTING CONTROL SYSTEM. DRAWING NAME PAINT GRADE DOORS TO BE FIR OR FINE. 5. THE ELECTRICAL CONTRACTOR WILL PROVIDE LOW VOLTAGE WIRING POINTS WINDOW SCHEDULE KEY 9. ALL DOOR HARDWARE TO BE APPROVED BY OWNER. AS REQUIRED FOR EACH FUTURE MOTORIZED WINDOW SHADE LOCATION TO A DOOR & WI N DOW SCH EDU LE 10. REFINISH EXISTING DOORS TO REMAIN AS REQUIRED, V.I.F. POWER PANEL LOCATION TBD. ETR EXISTING TO REMAIN 11. NEW DOORS TO MATCH EXISTING DOOR MATERIAL AND FINISH. 6. CASING AND SILLS TO BE SELECTED. CONFIRM SCREEN AND HARDWARE GL GLASS DOOR TYPES COLOR AND FINISH SELECTIONS WITH OWNER PRIOR TO ORDERING. ST STEEL WD WOOD SEAL+SIGNATURE DATE 04.05.2022 HINGES AND SILENCERSSEE SEE SEE PROJECT NUMBER 21.42 � �. _ SCHEDUSCHEDULE' SCHEDULE i SCHEDULE j WINDOW TYPES {/ a'S.'' �, DRAWING NUMBER TO DETERMINE THE NUMBER OF HINGES AND SILENCERS: PROVIDE 3 HINGES/SILENCERS FOR ALL DOORS UP TO 7'-6" IN HEIGHT. a IF THE DOOR IS GREATER THAN 7'-6", PROVIDE 4 HINGES/SILENCERS. / SEE 3-6 J, 1-6 5-0 SCHEDULE-1LU I I I 2 4 p LLJp p . U) LI cn LU U) LIJ W U) \\ U w o 4 4 - - PAGE NUMBER U) 10E 0 4 © DXA studio 2022 \ / N/ / TOWN OF SOUTHOLD D.O.B. BSCAN H 11 11 ll TYPE A TYPE B TYPE C TYPE A TYPE B TYPE C TYPE D TYPE E DXA studio 1945 Bayview Avenue FASTENING SCHEDULE (2020 NYS RESIDENTIAL CODE TABLE R602.3(l)) FLOOR Architecture PLLC Mattituck,NY 11952 212 874 0567 4-8d box(21/2" X 0.113"); or www.dxastudio.com www.dxastudio.com ITEM DESCRIPTION OF BUILDING ELEMENTST NUMBER AND TYPE OF FASTENER e'b,� -7SPACING AND LOCATION 1 21 Joist to sill,top plate or girder 3-8d common (21/2" X 0.131"); or 3-10d box(3" X 0.128"); or 3-3" X Toe nail ROOF 0.131" nails Rim joist, band joist or blocking to sill or top 8d box(21/2" x 0.113") 4"o.c.toe nail ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 4-8d box(21/2" X 0.113") or 22 plate(roof applications also) �� 8d common (21/211 X 0.131 ); or ARRANGEMENTS AND DESIGNS REPRESENTED OR 3-8d common (21/2" X 0.131");or 10d box(3" X 0.128"); or 3" X 0.131" nails 6 o.c.toe nail REFERRED TO ARE THE PROPERTY OF DXA STUDIO 1 Blocking between ceiling joists or rafters to top plate Toe nail " WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS 3-10d box(3" X 0.128"); or 3-8d box(21/2" X 0.113"); or EXECUTED OR NOT. THEY ARE CREATED, EVOLVED,23 1" X 6"subfloor or less to each joist 2-8d common (21/2" X 0.131"); or 3-10d box(3" X 0.128"); or 2 staples, Face nail DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS 3-3" X 0.131" nails 1"crown, 16 ga., 13/4" long PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 4-8d box(21/2" X 0.113");or 3-16d box(3-1/2" X 0.135"); or USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY 24 2 subfloor to joist or girder Blind and face nail USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN 3-8d common (21/2" X 0.131"); or 2-16d common (31/2" X 0.162") PERMISSION AND DIRECTION OF DXA STUDIO. 2 Ceilin 'cists to top plate Per joist,toe nail 25 2"planks (plank& beam-floor& roof) 3-16d box(31/2" X 0.135"); or gJ J p fl At each bearing,face nail OWNER 3-10d box(3" X 0.128"); or 2-16d common (31/2" X 0.162") 3-16d common (31/2" X 0.162") STEVE KRAM 3-3" X 0.131" nails 26 Band or rim joist to joist 4-10 box(3" X 0.128"), or 4-3" X 0.131" nails;or 4-3" x 14 ga. End nail 100 WEST LANE 4-10d box(3" X 0.128");or staples, 7/16" crown SOUTHOLD, NY 11971 Ceiling joist not attached to parallel rafter, laps over 1 " Built-upgirders and beams, 2-inch lumber T 310 880 6000 g Nail each layer as follows:32 o.c. 3 partitions (see Section R802.5.2 and Table R802.5.2) 3-16d common (3 /2 X 0.162 ),or Face nail layers , , at to and bottom and staggered.20d common (4 X 0.192 ), or p � STRUCTURAL CONSULTANT 4-3" X 0.131" nails NICK MEZZAFERRO, PE 4 Ceiling joist attached to parallel rafter(heel joint) Face nail ( X 0.128 27 10d box 3" "); or 24"o.c.face nail at top and bottom nickmazzaferro@verizon.net (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 3" X 0.131" nails staggered on opposite sides T 516 457 5596 4-10d box(3" X 0.128"); or And: Collar tie to rafter,face nail or 11/4" X 20 ga. ridge strap 2-20d common (4" X 0.192"); or 3-10d box(3" X 0.128"); or 3-3" X Face nail at ends and at each splice 5 to rafter 3-10d common(3" X 0.148");or Face nail each rafter 0.131" nails 4-16d box(31/2" 0.135"); or 4-3" X 0.131" nails 28 Ledger strip supporting joists or rafters 3-16d common (3:1/211 X 0.162'), or 4-10d box(3 X 0.1281),or 4-3 X At each joist or rafter,face nail 3-16d box nails(31/2" X 0.135"); or 2 toe nails on one side and 1 toe nail 0.131" nails 6 Rafter or roof truss to plate 3-10d common nails(3" X 0.148"); or 4-10d box(3" X 0.128"); or 4-3" X , 29 Bridging or blocking to joist 2-10d box(3" X 0.128"), or 2-8d common Each end,toe nail 0.131" nails on opposite side of each rafter or truss 1 �� X0.131.,". (2 /2 or 2-3" X0.131„) nails SPACING OF FASTENERS Roof rafters to ridge,valley or hip rafters or roof rafter 4-16d (31/2" X 0.135");or Edges Intermediate 3-10d common (3" X 0.148");or 4-10d box(3" X 0.128"); or 4-3" x Toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER e'b'° h (inches) supports to minimum 2" ridge beam 0.131" nails 7 (inches) 3-16d box 31/2" X 0.135"); or 2-16d common (31/2" X 0.162");or 3-10d box (3" X 0.128"); or 3-3" X End nail Wood structural panels,subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 0.131" nails [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 6d common (2" X 0.113") nail (subfloor, wall)' WALL 30 3/8"-1/2" 8d common (21/2" X 0.13111) nail (roof); or RSRS-01(2 3/8" X 0.113") nail 6 12' 16d common (31/2" x 0.162") 24"o.c.face nail (roof) 8 Stud to stud (not at braced wall panels) 10d box(3" X 0.128");or 3" X 0.131" nails 16"o.c.face nail 31 19/32"-1" 8d common nail (21/2" X 0.131"); or RSRS-01; (23/8" X 0.113") nail (roof) 6 12' Stud to stud and abutting studs at intersecting wall 16d box(31/2" 10d comm X 0.135"); or „ corners 12 o.c,face nail 32 11/8"-11/4" on (3" X 0.148 ) nail; or 6 12 9 (at braced wall panels) 3" X 0.131" nails 8d (21/2" X 0.131") deformed nail 16d common (31/2" X 0.162") 16"o.c.face nail Other wall sheathings 10 Built-up header(2"to 2" header with 1/211 spacer) 16d common (31/2" X 0.162") 16"o.c. each edge face nail 16d box(31/2" X 0.135") 12"o.c. each edge face nail 33 1/2"structural cellulosic fiberboard 11/2"galvanized roofing nail, 7/16" head diameter,or 11/4" long 16 ga. 3 6 REVISIONS 11 Continuous header to stud 5-8d box(21/2" Toe nail X 0.113");or staple with 7/16"or 1"crown 4-8d common (21/2" X 0.131");or 4-10d box(3" X 0.128") sheathing DESCRIPTION DATE 16d common (31/2" X 0.16211) 16"o.c.face nail ISSUED FOR PERMIT 02.08.2022 12 Top plate to top plate 10d box(3" X 0.128");or 25/32"structural cellulosic 13/4"galvanized roofing nail, 7/16" head diameter,or 11/2" long 16 ga. 3 6 REVISED FOR PERMIT APPROVAL 04.05.2022 3" X 0.131" nails 12"o.c.face nail 34 staple with 7/16"or 1"crown 8-16d common (31/2" X 0.162");or Face nail on each side of end joint fiberboard sheathing 12-16d box(31/2" X 0.135"); or (minimum 24" lap splice length each 35 1/2 gypsum sheathing d 11/2"galvanized roofing nail;staple galvanized, 13 Double top plate splice 11/2" long; 11/4"screws,Type W or S 7 7 12-10d box(3" X 0.128"); or side of end joint) 5 d 13/4"galvanized roofing nail; staple galvanized, 36 /8 gypsum sheathing 7 7 12-3" X 0.131"nails 15/$' long; 15/8"screws,Type W or S Bottom plate to joist, rim joist, band joist or 16d common (31/2" X 0.162") 16"o.c.face nail Wood structural panels, combination subfloor underlayment to framing 14 blocking(not at braced wall panels) 16d box(31/2" X 0.135"); or 3 6d deformed (2" X 0.120") nail; or 6 12 3" X 0.131" nails 12 o.c.face nail 37 /4 and less 1 ,� �� 8d common (2 /211 X 0.131 ) nail Bottom plate to joist, rim joist, band joist or 3-16d box(31/2" X 0.135"); or 3 each 16"o.c.face nail 7 8d common (21/2" X 0.131") nail; or 15 blocking(at braced wall panel) 38 /8 -11 8d deformed (21/2" X 0.120") nail 6 12 2-16d common (31/2" X 0.162");or 4-3" X 0.131" nails 2 each 16"o.c.face nail 4 each 16"o.c.face nail PROJECT NAME 10d common (3" X 0.148") nail;or 4-8d box(21/2" X 0.113");or 39 11/8_-11/4 8d deformed (21/2" X 0.120") nail 6 12 KRAM RESIDENCE 3-16d box(31/2' X 0.135");or 4-8d common (21/2" X 0.131"); or 4-10d Toe nail For SI. 1 inch =25.4 mm, 1 foot= 304.8 mm, 1 mile per hour= 0.447 m/s; 1 ksi = 6.895 MPa. box(3" X 0.128");or 4-3" X 0.131" nails 100 WEST LANE 16 Top or bottom plate to stud a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield 3-16d box(31/2" X 0.135");or strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for SOUTHOLD, NY 11971 2-16d common (31/2" X 0.162");or 3-10d box(3" x 0.128"); or 3-3" x End nail shank diameters of 0.142 inch or less. 0.131" nails b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. DRAWING NAME 3-10d box(3" X 0.128");or c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 17 Top plates, laps at corners and intersections Face nail 2-16d common (31/2" X 0.162");or 3-3" X 0.131" nails d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. NAILING SCHEDULE 3-8d box(21/2" X 0.113");or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). 18 1 , f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 6 inches brace to each stud and plate 2-8d common (21/211 X 0.131„),or 2-10d box(3„ X 0.128„), or 2 staples Face nail on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but less 13/4 than 140 mph. SEAL+SIGNATURE DATE 04.05.2022 3-8d box(21/2" X 0.113");or g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. PROJECT NUMBER 21.4219 1" X 6"sheathing to each bearing 2-8d common (21/2" X 0.131");or 2-10d box 3" X 0.128"); or 2 staples, Face nail h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor only.Spacing of fastners 1"crown, 16 ga., 13/4" long on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the - . ,,. DRAWING NUMBER r framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. 3-8d box(21/2" X 0.113");or ..-• i.Whe,e a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to 3-8d common (21/2" x 0.131");or 3-10d box(3" x 0.128"); or 3 staples, top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. ' � � .• 1"crown, 16 ga., 13/4"Ion ' ' g j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. - - - 20 1" X 8"and wider sheathing to each bearing Wider than 1" X g" Face nail . PAGE NUMBER 4-8d box(21/211 X 0.113"); or 3-8d common (21/2" X 0.131"); or 3-10d © DXA studio 2022 box(3" X 0.128"); or 4 staples, 1"crown, 16 ga., 13/4" long TOWN OF SOUTHOLD D.O.B. BSCAN PROPERTY LINE PROPERTY LINE 21'-0" 65'-4" DXA studio 1945 Bayview Avenue 11'-0" Architecture PLLC Mattituck,NY 11952 2128740567 www.dxastudio.com 50'-4" 15'-0" www.dxastudio.com NEW 4X4 POST ------------------------ DEMOLITION ------- -----------DEMOLITION AT EXISTING FLOOR __ ______________ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, SUBSTRATE& FLOORING AS I i � * EX'G JOIST OR NEW POST ARRANGEMENTS AND DESIGNS REPRESENTED OR REQUIRED TO PROVIDE ACCESS. � I r--------------------� NO DEMOLITION TO EXISTING REFERRED TO ARE THE PROPERTY OF DXA STUDIO ON SONOTUBE,V.I.F. I I I r---------- - --------------------------� _ WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS FRAMING. RECONSTRUCTION OF I I I r-___-_-__-_-----� — EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEMOLISHED PORTION. �- -I-------------------i r_----_---_------ ----------------� i DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE _ _ _ _ -0 SOLELY FOR USE ON AND IN CONNECTION WITH THIS (2)BLOCKING AS REQUIRED I I 2 PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR EX'G (2)2"X 10" i USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY X v GIRDER CCA USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN 0NEW 18" DIAMETER SONOTUBE LL_ I CV v W i PERMISSION AND DIRECTION OF DXA STUDIO. a a CONCRETE PIER z 0 EX'G 12" DIA,SONOTUBE EXISTING 2"SCRATCH COAT ON SOIL. I � CONC. PIERS 2 OWNER REPAIR AS REQUIRED. � STEVE KRAM SINa 100 WEST LANE a I Ed H a — SOUTHOLD, NY 11971 T 310 880 6000 O = STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE - — I nickmazzaferro@verizon.net — T 516 457 5596 2 NEW SONOTUBE CONCRETE PIERS,36 I I _ EMBEDMENT IN SOIL.SET TOP OF SONOTUBE 4 EXISTING GIRDER BEAM. TO UNDERSIDE OF 1ST FLOOR FRAMING. TYP. r- - --� CONTRACTOR TO PERFORM PROBES 2 CENTER OF SONOTUBE TO ALIGN WITH III—III III III �F0100 CENTER OF NEW 4X4 POST ABOVE. 5 AND VERIFY SIZING AND LOCATION �, i . 36" EMBEDMENT IN SOIL IN FIELD WITH ARCHITECT. REFER TO 2/F-100&S-100. TYP. I I I i 1 * NOTE: ----------------- 1 19 1. IF EXISTING JOIST ON SONOTUBE --------------------------------------------------------------------------- ----- I ' (2)BLOCKING AT JOIST, -------------------------------------------------------------------------------------------------- I I 2. IF NO EXISTING JOIST ON SONOTUBE, 4X4 POST TO SIT ON SONOTUBE AND 3 EXISTING CRAW3 EXISTING CRAWL SPACE L SPACE ❑ I I (2)BLOCKING AT POST. EX'G 117/8"TJI PRO 150 0 1 TYP,THROUGHOUT EXISTING FLOOR JOISTS ABOVE,V.I.F. - 16"O.C. F.J.ABOVE,V.I.F. C 2 NEW SONOTUBE DETAIL 1/2"=1'-0" N EX'G 117/8"TJI PRO 150 -16"O.C. F.J.ABOVE,V.I.F. I I I I I I I I I I I I I I 1 I I I 1 I I I I I I 1 I I I 2 2 2 I I ------------------------------ I I I I I { I L-------------------------- 4 i EX'G 12" DIA. x v EX'G (2)2"X 10" 00 SONOTUBE CONC. PIERS cv r� ci CCA GIRDER N `✓- — — — N — t�t — —/ — �� ---t--I-- T-------------------------- --I-- ---J ------------------------- �— L---------------- ---------------------�---�------------- I I ---- -J i i REVISIONS I r--_ _ -----------------------J L-_-----_------_-----_-___ -_J I I 1 I I DESCRIPTION DATE r------------- J -------------J ----------------- ---------- 1 `------------------- ISSUED FOR PERMIT 02.08.2022 I I I I I I 1 1 REVISED FOR PERMIT APPROVAL 04.05.2022 I I I 14'-8" 34'-2" 16'-6" I 65'-4" I I I 1 I I I I I I I I I I I " I I I I I I I 1 I I I I L----------- --------------------------------------------- PROJECT NAME "� KRAM RESIDENCE 1 FOUNDATION PLAN 1/4" = 1'-0" 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME FOUNDATION PLAN-GENERAL NOTES FOUNDATION PLAN-KEY NOTES FOUNDATION PLAN-LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS,AND a EXISTING FOUNDATION TO REMAIN,TYP.THROUGHOUT. EXISTING CONDITIONS TO FOUNDATION PLAN CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN BE VERIFIED IN THE FIELD. IF REINFORCEMENT, REPAIR,OR ADDITIONAL FRAMING EXISTING PROPERTY LINE INTENT DESCRIBED BY THE DRAWINGS. IS REQUIRED,COORDINATE WITH STRUCTURAL ENGINEER. 2. IF THE GENERAL CONTRACTOR DISCOVERS DISCREPANCIES,OMISSIONS,OR HIDDEN 2] EXISTING FLOW THRU VENT TO REMAIN r..._. -1 EXISTING FOUNDATION TO REMAIN CONDITIONS DIFFERING FROM THE EXISTING INFORMATION,THE ARCHITECT/ENGINEER SEAL+SIGNATURE DATE 04.05.2022 SHALL BE NOTIFIED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK. 3❑ EXISTING VENT TO REMAIN NEW FOUNDATION 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON PROJECT NUMBER 21.42 A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER [4 NEW 18" DIAMETER SONOTUBE CONCRETE PIER DRAWING NUMBER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. 3. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON 5� NEW 4X4 POST A DAILY BASIS.THE GENERAL CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST,OR DEBRIS. -. ,. �_�o O.0 O 3. THE GENERAL CONTRACTOR SHALL ABIDE BY THE BUILDING HOUSE ALTERATION RULES. 4. ALL WORK:SHALL COMPLY WITH ALL APPLICABLE LAWS,ORDINANCES, REGULATIONS, PAGE NUMBER NYS RESIDENTIAL CODE, NYS ENERGY CONSERVATION CONSTRUCTION CODE,AND ©DXA studio 2022 SOUTHOLD TOWN CODE. TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 1945 Bayview Avenue Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com `I I 1 2 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 30 -30 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, 6'-811 2'-6" DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY NEW(x2)2X10 HDR OVER I USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN ENLARGED OPENING. PERMISSION AND DIRECTION OF DXA STUDIO. DOUBLE PLATE 2X10 OWNER EXG. EXG. -__---- --—- - -- 1 STEVE KRAM 100 WEST LANE I I I I I I I 1 I I I I I I I i II I I I I I I 1 1 1 1 1 1 i I I SOUTHOLD, NY 11971 I I I I I I 1 I I I I I I I i I I It I I I I 1 I I I f I i I T 310 880 6000 I I I I I 1 1 J I I I I I J J It . I I I I I I I I I Ii iI i II STRUCTURAL CONSULT ANTi BAH i PANTiRY CN 4X4 POST t N NICK MEZZAFERRO, PE1 0. 1 14 I I p I I I nickmazzaferro@verizon.net I I I N I - I I i I I I f I i x 11 r I I I I I I I I I I 1 r•1 I I I I I I I I I I I I W I I 1 I 1 W \ / t 2X10-:16" I I I I I I I I I I I I xI I I I T 516 457 5596 I I I o I I I I I 1 I I f 1 t 1 \/ I -- __,� 11 I I I I I I I I I I N I I I I I I r l I I I 1 I I I I I 1 1 I O.C.-F.J. I I I I I I I I I I I I I I I I I I I I X II 1 I I I I I t t I + I I 1 I N I I I I I I I I 1 I I T T r 1 I_ _� I_ �— _ 1_I . 1—I L—1 I_L _ I - - x I I I I I I I I I I I I I I / \ I I . w 1 1 I I I I I I I I 1 1 1 I I I I I(X3)2X10 W/(X2)5/8"X 9 1/2" FLITCH PLATES,FLUSH. I I I I I I I 1 I I I I I I I I I 1 II I I I I I I I I I I I I i I I I � SMP 4x4 POST I I I I I I I I I I I I I I I I i t I I I I I I I I I EXG.2X WALL I I I I I I I I I I I I I I I I I I I I I I I I I I 6I I I I I I I 1 I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I { I I t I I I I I I 11 1 I I I I 1 I I I I I 1 1 I I 1 I I L I 1 I 1 T I I t 1 I I I I I I I I I t I I I I I I J 30 NEW 2X4 WA L I I I I I I I I I I I I 1 1 1 I I I I I I I I II I I I I I I I I I LL:I I I I I ILIVI G R I I I I , 1 I I d I I 1 I I I I I 1 I I 1 f (j I I I I I 1 I I I II I I I I I I I I I x - _ I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 11 I I I I I V I I I I N i ��DXISTING 2X12 I 1 0)IININGIARE4 I I I i I I I I 1 I I �� I I I I I o 1 I I I I 1 li I I 1 I I Ili I I II I I I I I I I I I I I I I I 1 I I I I I x R D E BEAM ABOV I I I I I I 1 I 1 1 I I I I I I I I I II I I I I I I t I I I �I I I I W 1 1 I I I U I I I I I I I I i 1 I 1 1 1 1 1 1 I I I I p l I 1 I I I I I it I I I I I I I I I I pl I I I I IO 1 �_ I I I t I I _ I I I 1 I N I I I I I I N I I I 1 I X I I I I I I I I I II I I I I I 1 I I I I XI I I I I 4X4 POST I I IcI I I I I I f cI I I I 1 I N I I I I I 1 f I I I I I I I I I I I I I I NI I I I I I I I I I I I I I I I I I I I I I I I I I I I SUPPORTINGEDGE1 1p 1 1 1 1 1 to I Ioi IKITCHEN I 1 1 `� I I 1 i 1 I 1 I I I I I I it I I I I I I I I I I I I I I I OF EXG RIDGE BEAM I I x I I N I f C17t I i I t I I t I 1 1 1 1 I 1 I 1 Ii I I 1 1 1 I I I I f I 1 I 1 A I ! I I I I I I I f I I I 1 I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I f I 1 1 I I I I II I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I 1 I 1 I I I I II I I I I I I I I I I I I I I I I I I i I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I If I I I I I I I I I I I I I I I I 30 I I I I I I I I I I 1 1 I I I I I I I I I I I II I I I I I I I 1 I I I I I I I 1 I 1 I I I t I I I I I i i i i i i i i i i ii i i i i i I I I I I I 1 1 I I I I I 1 i 1 EXG.(x2)2X10 HDR EXG.(x2)2X10 HDR EXG.(x2)2X10 HDR I I I I I I I I I 1 I I 1 I I 1 I REINFORCE W/ /1 2 / /REINFORCE W 1/2" REINFORCE W/1/2" 0 I I I I I I I i I I I 1 I I I I I 1 I 1 I I STRUCTURAL, PLYWOOD, STRUCTURAL,PLYWOOD, STRUCTURAL, PLYWOOD, GLUED AND SPIKED, FULL GLUED AND SPIKED, FULL GLUED AND SPIKED,FULL ry o (x2)13/4 X 117/8 LVL'S DEPTH. DEPTH. DEPTH. I 0 HDR 81-011 6'-9' 8'-0" W REVISIONS LL DESCRIPTION DATE w w ISSUED FOR PERMIT 02.08.2022 u REVISED FOR PERMIT APPROVAL 04.05.2022 EXISTING TO REMAIN I I 1 Framing Plan-1st Floor 1/4"= 1'-0" I PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME 1ST FLOOR FRAMING PLANS-GEN RAL NOTES PLANS-KEYNOTES [PLANS-LEGEND PLAN 1• THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, EXISTING CONSTRUCTION SEAL+SIGNATURE DATE 02.08.2022 AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. PROJECT NUM: 21.42 �f.= DRAWING NUMBER 2 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE NEW CONSTRUCTION MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE , STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, „6 S - 100.00 DUST,OR DEBRIS. I 3• ALL LUMBER TO BE DOUGLAS-FIR GRADE#2 OR BETTER,AND SHALL COMPLY WITH R502.3.1(1)[DEAD LOAD OF 20 PSF] FOR ALL SLEEPING AREAS,AND WITH 802.5.1(1)[DEAD LOAD OF 5 PSF] FOR CEILINGS BELOW THE UNFINISHED ATTIC. PAGE NUMBER ©DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 1945 Bayview Avenue 1 , Architecture PLLC Mattituck,NY 11952 212 874 0567 www.dxastudio.com www.dxastudio.com i 1 2 I ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, 3 -30 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY I USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. I �-r---�---�---�---r---I---T----I---T---1--- ---F---I---T---I---T----I----T--- ---T---r----r---r---1---�----i---T---�--- OWNER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- _ I STEVE KRAM (x2 2X10 HDR i i i(x )2X10 HDR i i i (x2)2X10 HDR i i (x2)2X10 HDR i i i i I i 100 WEST LANE (x2)2X10 HDR I I SOUTHOLD NY 11971 I I I I I I I I I I I :K-IN CLOSETI1 I I I I I tl I I I 1 i I I I I I I I T 310 880 6000 +12 I I I I I I ISTRUCTURAL CONSULTANT I I I I I I 1 I I I I I I I I I I i I I I I I I I I I I IIIIIIIII 1IfIIIIIIII D�IIIIIIIIII N/P�IIIIII A$YAI§1IIIIII EAIIIIIII IIIIIIIIII IlIIIiIIIII I IXQ3JJII- I II NICK MEZZAFER RO, PE- a nickmazzaferro@verizo n.netV T 516 457 5596I o 1 0 1 1 1 1 1 1 1 1 1 1 CL 1 dEDR60M Tii,111111" 111' N cr S I I I I I IXXCL 1 I N IN II IINT.WALL 2X4 TYP.BEtRIRIDMLOCATED FROM N '1 1 1ST FLOORI I I I --- 3 I 2CLI I III III 1 C4 1 i i hORSIDORI 1 F2.3] 04 I` - I I I1II IIII ` i `i i i i` i i— i' i i—i ` i i -30 I N I 1 I I I I I 1 I I I I I I I I I I I I I I 1 1 1 T1I I I I it I V I I l I I I I I I I I I I (O �ON I I I I I I I I 1 1 I I I I 1 I I I I I I I I I 1 I I I I I I I I I Il' jI fIi IIi /tio I✓v/F% -------t 9� \'�II II1II III1I I1 II I I ON I V0 II NOTE:4X4 POST TTH X EDRR�p� I I I I SUPPORTING EDGEI 1 -._------- ------- i i Irq I I I 1 1 1 1i �� I I ( OF EXG RIDGE BEAM ABOVE. BEDROOM X I I I I I II i _ _ <<` _ I RELOCATED FROM i -------------------- I I I I I 1 I N \ I I I I I I I I I I I I I I 1ST FLOOR 2X10-16 O.C.-C.J. I ---------------I-______________ I I I I I I I I I I I I I I I I I I I I I I I I /- - I i I I II I I I i I I I I I I I I I I I I I --------------------------\ 2X10-16"O.C.-R.R. ---- 1 I I --- I 30 1 I I I 1 1 I I I I I I I I I I I I -_- ---- 2X10-16"O.C.-R.R. (�\(x2)2X10 HDR- I- -(x2)2X10 R- (x2)2X10 HDR- I -L ---- x2)2X10 HDR x I�-i(x2)2X1Q HDR -.,�{ 1---i--- '---- -6'� CN I I L-----------------(x2)2X 10 HDR ------- -------- ---------- REVISIONS DESCRIPTION DATE 42'-10 3/4" ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL 04.05.2022 I II 1 I PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME 1 Framing Plan-2nd Floor 1/4"= 1'-0" 2ND FLOOR FRAMING PLANS-GENERAL NOTES PLANS-KEY NOTES [PLANS-LEGEND PLAN 1• THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVAIIONS, EXISTING CONSTRUCTION SEAL+SIGNATURE DATE 02.08.2022 AND CONDITIONS AT THE SITE TO CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. PROJECT NUM: 21.42 2 DRAWING NUMBER THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE NEW CONSTRUCTION MATERIALS ON A DAILY BASIS. THE GENERAL CONTRACTOR SHALL EXERCISE y STRICT CONTROL OVER JOB SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, S DUST,OR DEBRIS. 101.00 a 3• ALL LUMBER TO BE DOUGLAS-FIR GRADE#2 OR BETTER,AND SHALL COMPLY WITH R502.3.1(1) [DEAD LOAD OF 20 PSF] FOR ALL SLEEPING AREAS,AND WITH 802.5.1(1) [DEAD LOAD OF 5 PSF] FOR CEILINGS BELOW THE UNFINISHED ATTIC. PAGE NUMBER ©DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN SUBFLOOR DXA studio 1945 Bayview Avenue 0 �� Architecture PLLC Mattituck,NY 11952 -11,/2 MIN 2ND FLOOR WALL —r— JOIST HANDRAILS 212 874 0567 STEEL BEAM SUBFLOOR www.dxastudio.com www.dxastudio.com SUBFLOOR ��— WOOD JOIST 2X6/2X8 CONTINUOUS WOOD ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, -r - JOIST PLATE BOLTED TO STEEL BEAM ARRANGEMENTS AND DESIGNS REPRESENTED OR STEEL BEAM WITH 1/2" DIA. BOLTS @ 48"O.0 STAG REFERRED TO ARE THE PROPERTY OF DXA STUDIO 4"X 1/4"X 8"STEEL TOP AND BOTTOM PLATE WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS IST FLOORWA PLATE(BOLTED TO BEAM) WITH 1/2"X 6"ANCHOR BOLT 1/2"GROUT OPEN BALUSTER ATTACHED TO WALL EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE 3"STEEL COLUMN (10 KIPS) HANDRAIL CONNECTION SOLELY FOR USE ON AND IN CONNECTION WITH THISPROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR NOTCH JOIST AND ADJUST HEIGHT(WITH A ALL HANDRAILS SHALL BE CONTINUOUS THE FULL_LENGTH USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY NAILING PLATE IF NEEDED)TO BE APPROX. 1/2" OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" OR HIGHER THAN STEEL BEAM TO ALLOW TYPICAL BEAM DETAIL SHALL NOT BE LESS THAN 11/4" NOR MORE THAN 2"IN PERMISSION AND DIRECTION OF DXA STUDIO. FOR SHRINKAGE(PROVIDE STRAPPING TO STEEL/BOTTOM BEARING CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL OC AND ALL WINDOW/DOOR OPENING JACK STUDS KEEP JOISTS ALIGNED) PROVIDE AN EQUIVALENT GRIPPING SURFACE OWNER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 3 TYPICAL BEAM 1 2"= 1'-0" STEVE KRAM 4" - LSTA36 1-1/4"x36" 16 a. INSTALL 4'0" O.0 AND JACK 2 NOTCH JOIST 1/2"= 1'-0° / 5 HANDRAIL CONNECTION 11/2"= 1'-0" 100 WEST LANE g SOUTHOLD, NY 11971 STUDS ON ALL OPENINGS T 310 880 6000 INSTALL 4'0" O.0 AND JACK STRUCTURAL CONSULTANT 811 -, LSTA48 1-1/4"x48" 16ga. STUDS ON ALL OPENINGS NICK MEZZAFERRO, PE nickmazzaferro@verizon.net 1 JACK STUD 3/8"=1'-0" 4" DIA MAXIMUM T 516 457 5596 WOOD JOIST GIRDER/HEADER O CV)KING STUD LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO RT10 TYDOWN CONNECT TO GIRDER/HEADER ANCHOR EA.JOIST CRIPPLE STUD STAIR RAILINGS 8 SPLICED JOISTS OVER HEADER/GIRDER 1/2"= 1'-0" HEADER u 4 STAIR RAILING 1/2"=1'-0" °°o ° 0° JACK STUDS 4" DIA MAXIMUM LOCATION USP NUMBER DESCRIPTION APPLICATION WOOD JOIST Z ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD BLOCKINGREVISIONS 0 ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD M DESCRIPTION DATE ISSUED FOR PERMIT 02.08.2022 WOOD GIRDER REVISED FOR PERMIT APPROVAL 04.05.2022 9 TYPICAL JACK&CRIPPLE STUD CONNECTIO 1"= 1'-0" GUARD RAILING PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED AND OVER BEARING WALLS AND HEADERS. 7 GUARD RAILING 1/2"= 1'-0" 11 BLOCKING 1/2"=1'-0" UPPER SHEAR WALL BOLTS PROJECT NAME CORNER BRACKET KRAM RESIDENCE ENDWALL ANCHOR 100 WEST LANE SIDEWALL THREADED ROD SOUTHOLD, NY 11971 DRAWING NAME DOUBLE TOP PLATE WOOD JOIST P844 POST ANCHOR FLOOR USP NUMBER DESCRIPTION APPLICATION ANCHOR GIRDER/HEADER CONC.SLAB(AS REQ.) TYPICAL DETAIL 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS CORNER BRACKET WOOD JOIST TO FOUNDATION W/ANCHOR BOLTS 2ND AD55 HOLD DOWN ANCHOR CONNECT T01 SIDE OFALL CORNERS BOLTS DECK PIER PER PLAN SEAL+SIGNATURE DATE 02.08.20228" DIA. ON BOTH BOT. PLATE OF 2ND FLOOR - CONC. PROJECT NUM: 21.42 AND TOP PLATES OF 1ST FL.CONNECT LOWER SHEAR WALL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE o SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, PIER DRAWING NUMBER M THROUGH THE FLOORS TO EACH OTHER SET FIR JOISTS APPROX. 1/2" HIGHER THAN LVL HEADER TO W/THREADED ROD SHEARWALL TO SHEARWALL HOLD-DOWN DETAIL ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. - S - 200.00 10 ENDWALL CONNECTION 1/2 - 1-0 13 SHEARWALL TO SHEARWALL HOLD-DOWN 1 - 1-0 12 JOIST CONNECTION ___71/2 = 1-0 6 DECK DETAIL 1/2"= 1'-0" PAGE NUMBER @ DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN., DXA studio 1945 Bayview Avenue a Architecture PLLC Mattituck,NY 11952 212 874 0567 THROUGH-ROOF EXHAUST VENTS www.dxastudio.com www.dxastudio.com SELECTED AND LOCATED BY CONTRACTOR RAFTER RAFTER - ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, VENTILATION CHANNEL AS REQ. ARRANGEMENTS AND DESIGNS REPRESENTED OR RAFTERS REFERRED TO ARE THE PROPERTY OF DXA STUDIO RAFTER MAINTAIN VENTILATION TOP PLATE TOP PLATE WHETHER THE PROJECT FOR WHICH THEYARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, RIDGE DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE BLOCKING SOLELY FOR USE ON AND IN CONNECTION WITH THIS WALL STUD WALL STUD PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR 2X4 LEDGER USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY ATTIC SHALL BE PROVIDED WITH A 2X4 SOFFIT JOIST USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN MIN. NET FREE VENTILATING AREA FASCIA LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION PERMISSION AND DIRECTION OF DXA STUDIO. NOT LESS THAN 1/150 OF THE AREA �— GUTTER RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER 411-6" RT150 10-3/4"X 18GA CONNECT TO EACH RAFTER OWNER OF THE SPACE VENTILATED.ALL TO PLATE TYDOWN ANCHOR OPENINGS SHALL BE COVERED CONTIN SCREENED VENT 21-1/8"X 20GA WITH CORROSION-RESISTANT CONTIN SOFFIT PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO 6"-12" RT20 CONNECT TO EACH RAFTER STEVE KRAM /EXT.PLYWOOD LOCATION USP NUMBER DESCRIPTION APPLICATION METAL MESH OPENINGS OF 1/4"IN TYDOWN ANCHOR 100 WEST LANE ROOF LSTA24 1-1/4"X 24"20GA STRAP APPLY OVER RIDGE TO EACH RAFTER DIMENSION. SOUTHOLD, NY 11971 T 310 880 6000 2 ROOF VENTILATION/SOFFITED EAVE 1/2"= 1'-0" 6 RAFTER WALL CONNECTION 71/211 = 1'-0" 7 RAFTER CONNECTION ON STUD 1/2"= 1'-0" STRUCTURAL CONSULTANT 1 TYPICAL RIDGE TO RAFTER STRAPPING 1/2"=1'-0" NICK MEZZAFERRO, PE nickmazzaferro@verizon.net T 516 457 5596 LEDGER BATHTUB NOTCHED RAFTER RAFTER RIDGE WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUBFLOOR DOUBLE JOIST 2x6-2x8 LS26 18GA,SLOPE HANGER APPLY TO EACH RAFTER/LEDGER DOUBLE JOIST P 18GA.SLOE HANGER 2x1 LS21 APPLY TO EACH RAFTER/LEDGER 3 TYPICAL RIDGE BEAM TO RAFTER STRAW N 1/2"= 1'-0" 4 DOUBLE JOISTS UNDER ALL BATHTUB 1/2"=1'-0" 5 DOUBLE JOIST FOR NON BEARING WALLS 1/211= 11.011 8 RAFTER/LEDGER CONNECTION 71/211=1'-0" O O O O O O O O O F--------------- ------------ OHO----------------------------- DOUBLE TOP PLATE I I I � FASTENER TYPE SPACING: -- - - -------- i ---- - -- i 3/8" PLYWOOD SPACER rI r---------- - No.8 WOOD-SCREW BASED ANCHOR WITH 21N. 16"O.C. i i i I i i I REVISIONS EMBEDMENT LENGTH O 1 I O I O O 1 O 1 1 O 1 1 I I WOOD HEADER/WOOD BEAM O I I I 1 i REFER TO FLOOR PLAN DESCRIPTION DATE ISSUED FOR PERMIT 02.08.2022 No. 10 WOOD-SCREW BASED ANCHOR WITH 21N. 16"O.C. i i i i i REVISED FOR PERMIT APPROVAL 04.05.2022 EMBEDMENT LENGTH TYPICAL HEADER OR AS PER PLANS , I I , I I I O i i O i O I O O i i 0 (2)2X6 JACK STUDS R.R AT 16"O.C.AS PER PLANS 1/4" DIA LAGSCREW BASED I i i 1 i 2X6 KING STUDS O O ANCHOR WITH 21N 16"O.C. i I i 1 I TYP.BOTHSIDES MTS24C RAFTER TIE BY SIMPSON OR EMBEDMENT LENGTH i i i i i EQ.TYP AT WIN. HDR. DBL TOP PLATE AT SECOND FLOOR O i O 010 I O i , O OR AT SINGLE STORY 1/2 APA RATED SHEATHING i GRADE PLYWOOD RO!/� I I I I I O O (ALTERNATIVE 7/16"O.S.B) 2X4 DF#STUDS i I I I I �p^ pF/'/'N� 3/4"APA PLYWOOD SHEATHING WINDOWSILL O i 1 O I 010 I O I i 0 4'-0" DOUBLE 2X6 TOP PLATE TP. 11/4"X 24"20 GAGE HEADER STRAPS O O TYP AT 2ND FLOOR EXT.WALLS PROJECT NAME I I , I 1 , I I , I I , I I KRAM RESIDENCE 1 I I I I I I i I I I I O i i O i O 0 i O i 0 USE 8d COMMON NAILS @"O.C. 100 WEST LANE AT FIELD AND"@EDGES-REFER SOUTHOLD, NY 11971 TYP.WINDOW OPENING FASTENER TYPE SPACING: i i i i i i TO PLANS FOR DESIGNATED AREAS I I I I I 1 I I I PANEL SPAN EQUAL OR SMALLER THAN 4 FEET No.8 WOOD-SCREW BASED i8 O.C. I i i I i 2X6 WALL FRAME @ 16"O.C. DRAWING NAME ANCHOR WITH 21N. O 1 O 1 O i 0 I O i 0 I 2X6 BLOCKING TYP,AT SEAM AT EMEEDMENT LENGTH i i i I ALL BLDG.CORNERS 1 1 1 I 11/4"X 24"20 GAGE JACK STUD 1 i STRAPS TYP AT 2 SIDES OF OPENING TYPICAL DETAIL No. 1)WOOD-SCREW BASED I L-------------- ----------� I L---------- — ----------j 1 ANCFOR WITH 21N. 8"O.C. i 1 i o Z EMBE)MENT LENGTH 01 O O O 2X6 WOOD STUDS AT 16"O.C.TYP. g rl SEAL+SIGNATURE DATE 02.08.2022 1/4" DA LAGSCREW BASED iv PROJECT NUM: 21.42 ANCHOR WITH 21N 16"O.C. RIM JOISTS EMBEDMENT LENGTH 1/2"CDX EXTERIOR GRADE PLYWOOD DRAWING NUMBER SHEATHING TYP. o z MULTIPLE PLYWOOD ASSEMBLES(2)2X4 DF#2 WIND-13013 SIE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL STUDS CONNECTED TOGETHER 11/4 X 24„20 GAGE HEADER STRAPS 201 00 AS PER SEC.1609.1.2.2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTIONWITH STAINLESS STEEL OR(IF NOT USING IMPACT GLAZING) TYP.AT EACH STUD. ,,, -- WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WODD STRUCTURAL PANELS WITH A GALVANIZED BOLTS MINIMUM THICKNESS OF 7/16”AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FDR OPENING PROTECTION IN ONE AND TWO W/WASHERS AND NUTS RIM JOISTS AS PER PLANS STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO PAGE NUMBER SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S RESIDENTIAL CONSTRUCTION CODE),THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE ©DXA studio 2018 AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS COVER. HARDWARE TOWN OF SOUTHOLD D.O.B. BSCAN MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 9 WIND-BORNE DEBRIS PROTECTION 1"= 1'-0" 10 TYPICAL WALL STRAPPING DETAILS 1/2" CONTINUOUS STUCTURAL PLY, DXA studio 1-94-1 Bayview Avenue Architecture PLLC ORIENTED VERTICALLY, FROM ' Mattituck,NY 11952 BASE OF CRIPPLE WALL OVER 212 874 0567 THE CONNECTION TO STIFFEN PROVIDE STRAPPING PER ICC., www.dxastudio.com www.dxastudio.com CONNECTION. AT EVERY STUD,MINIMUM 12" COVERAGE ON BOTH THE CONTINUOUS STUCTURAL PLY, EXISTING WALL&2ND FLOOR WALL. ALL DRAWINGSARRANGEMENTS AND, SPECIFICATIONS, PLANS, IDEAS, ORIENTED VERTICALLY,FROM DESIGNS REPRESENTED OR BASE OF CRIPPLE REFERRED TO ARE THE PROPERTY OF DXA STUDIO ALL OVER (2) 13/4 X117/8 LVL'S THE CONNECTION TO STIFFEN WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS DOUBLE JACK STUDS AT CONNECTION. EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, BOTH JAMBS.4" BEARING DEVELOPED AND PRODUCED AS INSTRUMENTS OF SERVICE ON JACK STUDS. SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR SELECTIVE DEMO OF PROVIDE 2X CRIPPLE WALL UP TO USED BY ANY PERSON, FIRM OR CORPORATION FOR ANYUSE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN SHEATHING, IF REQUIRED 1 THE UNDER-SIDE OF 2ND FLOOR PERMISSION AND DIRECTION OF DXA STUDIO. TO ALLOW FOR STRAPPING. DECK, MATCH DEPTH OF EXISTING EMBED EXISTING EXG 2X'S,16"O.C., PROVIDE DOUBLE RIDGE BEAM WITHIN NEW _ _ _ NEW B.O.R. OWNER TOP PLATE. EXTERIOR WALL 20'-0" EXISTING WALL Adk EXG ROOF STEVE KRAM 201-011 PROVIDE 4X4 POST IN 100 WEST LANE � BASE PLATE FOR CRIPPLE WALL WALL BELOW TO Y 11971 N ,LD SOUTHO ONLY REQUIRED IF TOP OF EXISTING SUPPORT RIDGE BEAM. T 310 HO D, N WALL DOES NOT HAVE A DOUBLE TOP-PLATE. STRUCTURAL CONSULTANT NICK MEZZAFERRO, PE _T_ nickmazzaferro@verizon.net 1 HEADER DETAIL @ KITCHEN WINDOW V= 1'-0" 2 IST FL EXT.WALL VERTICAL EXTENSION :V= 1'-0" 3 4X4 POST RIDGE BEAM CONNECTION 1"= 1'-0" T 516 457 5596 REVISIONS DESCRIPTION DATE ISSUED FOR PERMIT 02.08.2022 REVISED FOR PERMIT APPROVAL 04.05.2022 PROJECT NAME KRAM RESIDENCE 100 WEST LANE SOUTHOLD, NY 11971 DRAWING NAME TYPICAL DETAIL SEAL+SIGNATURE DATE 02.08.2022 PROJECT NUM: 21.42 DRAWING NUMBER S - 203.00 PAGE NUMBER ©DXA studio 2018 TOWN OF SOUTHOLD D.O.B. BSCAN r