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Home My WebLink About45000-Z a�O�os��fot�coGy Town of Southold 11/13/2021 P.O.Box 1179 C* • }� 53095 Main Rd till foo Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42523 Date: 11/13/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 27300 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-6-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2020 pursuant to which Building Permit No. 45000 dated 7/20/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations(covered porch converted to living space and dining room altered to bedroom)to an existing single family dwelling as applied for. The certificate is issued to 27300 Main Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45000 6/25/2021 PLUMBERS CERTIFICATION DATED �AVAJ -- �� Aut i ed ig ature SfFoi��;' TOWN OF SOUTHOLD oGy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • oR 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#: 45000 Date: 7/20/2020 Permission is hereby granted to: 27300 Main Rd LLC PO BOX 177 Orient, NY 11957 To: make additions and alterations to an eixtsing single family dwelling as applied for. At premises located at: 27300 Route 25, Orient SCTM #473889 Sec/Block/Lot# 18.-6-20 Pursuant to application dated 7/14/2020 and approved by the Building Inspector. To expire on 1/19/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $255.20 CO-ADDITION TO DWELLING $50.00 a, Total: $305.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 -7 Date. (� New Construction: ,� Old or Pre-existing Building: �/ (check one) C rI Location of Property: �od p01 k R House No. Street Hamlet Owner or Owners of Property: ��(k) C Suffolk County Tax Map No 1000, Section p Block Lot Subdivision Filed Map. Lot: Permit No. 1— dU0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Tem-poraty Certificate Final Certificate: V (check one) Fee Submitted: $ 450 Applicant Signature oF so��y®� Town Hall Annex a ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(Qtown.southold.ny.us Southold,NY 11971-0959 ®l�MUNT`I,a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 27300 Main Rd LLC Address: 27300 Route 25 city:Orient st: NY zip: 11957 Building Permit* 45000 Section- 18 Block: 6 Lot, 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric License No: 4141 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 16 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 40A Ceding Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect 2 Switches 11 4'LED 4 Exit Fixtures �] Pump Other Equipment, Air Purifier, 42 Circuit Panel - 38 Used, 220 Generator Outlet Manual Transfer Lockot Notes: Split a Room In Half, Added Smokes, New Service Inspector Signature: ��-�'(, Date: June 25, 2021 S.Devlin-Cert Electrical Compliance Form.xls qs�m r4f 30 � O # # TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI,0 N [ ]/FUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION- FIRE NSPECTION"FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR. VA_ �� aOF SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. 0 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] AOUNDATION 2ND [ ]' INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ], FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATED ZdLD INSPECTOR c f SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 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 REMARKS: 7 -1.8.-H �• �, DATE Z INSPECTOR `^�� a� ho��oF so�lyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 : I_NSPECTION [ ] FOUNDATION 1ST OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE " OLATI [ ] PRE C/O REMARKS_: c� r G DATE INSPECTOR __----,ry-tom_- --- ------- %f SOUIyo 0 � 2-77 V 3 o Ata # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �y�nuxn 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) LF ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: SPLIT 1ZO VZ DATE `Zt INSPECTOR - _ � � obro0 FSO __._-- -- - - - - - �0�� Ulyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. `�cnurm '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ "FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION,- d ,� [ ] PRE C/O REMARKS: Ao Qd a +� DATE ° `FYI INSPECTOR � `� �< � \�. , :. . � � , : � . . . � � *�§»2 w z. .�« � \° ©< � « ? . .. ? .A ©s«««, w2\ �\ \ 2.2 2� : . » , . \ y' \ ° » . ^ �6 \ > s � > < Q. �w � � . � ( . \ � � ©� � s . w y �:y « « 2 ^. v © < a.y. . � a � _ . > : . =sa . »?« » � , © ^ . ��z � . . , . � : a .. ?. : .yam\ . , . : a, �� \ v �y� ^ .�� &. : r . + � � � � � � w - '«. ^\y!� £ , � �° � � - . ' m , . � � �� z . : . {�>y« :��\ < ~2 � � ~� . � �� 2 � m. . . . . . . . : , - ««> Eligible for Federal Tax Credit 6 C 1 1 Certificate of Product Raton .9 f AHRI Certified Reference Number:201278745 Date.08-10-2021 f Model Status:'Active Old AHRI Reference Number.7940891 AHRI Type.RCU-A-CB(Split System:Air-Cooled Condensing Unit; ;oil with,Blower) f Outdoor Unit Brand Name:RUUD _ Outdoor Unit Model Number (Condenser or Single Package) RAI624AJ1 Indoor Unit Model Number(Evaporator and/or Air Handler) RH1T2417STAN Region. All(AK,AL,AR,AZ,CA,CO,CT,DC, DE, FL,GA, HI, ID, IL, IA, IN,KS, KY, LA,NIA,MD, ME, MI,MN, MO,MS, MT,NC, ND,NE,NH,NJ,NM,NV,NY,OH,OK,OR, PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY, U.S. Territories) 1 Region Note: Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement, -.z The manufacturer of''this>RUUD,_praduct'is responsible for,the`ratingiof'thisksyst`em`comtiinatiori: � �'�x s,�.,;z: ;; _ y#fhb.,u. ,. _...� ..... ..,x `•'t'' _ "�fi•,i%.n,' t„ :� `�` Rated as falldw,'s in accordance with the latest edition of AHRI 210/2,40;wit6Addendum 1,,Performance,Ratingrof Unitary,Air-ggnditioning• &Air-8666e-Heat Heat Pump .Egiiipment and subject to rating-_accuracy by,AH-Rl sponsored,,independent;`lhird party testing:,,, �� _'` ' -• �... �`�� ` ;$ Coohn ;Ga acit A2 =Sin °le or Hi`h Sta e 95F btuti'.:22800; �` Ix E g, -,p Y( ,) 9, 9 9 ( ), sS'a SEER EER(A2)'--Single.otHigh,Stage The AHRI 210/240 certified EER ratings in Btu/hM arc calculsted,uder the same methodology as the EER ratings at T1 conditions of ISO 5151:2017 and ISO 13253:2017 t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale,OR,new models that are being ge; C marketed but are not yet being produced."Production Stopped"Model Status are,those that an AFIRI Certification Program Participant is no longer producing BUT is still ; selling or offering for sale x Ratings that are accompanied by WAS indicate an involuntary re raz,-a�ThQe n�,i.t jblished ratin is shown along with tth ravious(i e WAS)ratma DISCLAIMER AHRI does not endorse the pioduct(s)i}sted on this Certificate and makes no rep>;esentations,warranties or guarantees as to,and assumes no responsibility for, .k the product(s)listed on this Certificate`.AHRI expressly disclaims all liability for a mages of any kind arising out of the use of performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the k directory at www,ahridIrectory.org;. TERMS AND CONDITIONS ; 1 This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and �.;, ' confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; mM - f ` entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, y personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION REGRICERATION INSTITUTE I The information for the model cited on ihiss-certificate can'be veirfied at w 1 a.af rid'arer-tgrg'.or;,click on"Verify Certificate"link -we cnatce life better- and enter the AHRI Cer lifted Reference Number and the dote on which the certificate was issued, which is listed above,and the Certificate No.,which is listed'at bottom ught- t a 132730933390691858- � ©2021 Air-Conditioning, Heating,and refrigeration Institute CERTI PN _N .. - A •• c''1'LtiL � ;'Y, u ._.r-.^u�:-S'v_i"u'uTM"me+nSSfin9.RRR¢-n,^,.na ,ltLi 'fir=�__ �a^".+.."".tRe. .,fl504YV Air Air Handlers RMT A A The new degree of comfort:' C 0 M rv2'5 i� TA L , QUIET AjN ® EFFICIENT Designed with energy efficiency and quiet operation,the heem RHIT Air Handier gives you a higher level of comfort r while keeping your utility bills low. Now that feels comfy. S RHIT Sedes AA 4l 1 s r 0G a�' «��s; � .�; "�i ��. `w%� •��. 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'';�" ,.'.h;�a°' "=%�a�«� '•fir��`z�u,:.:,r2>:.;;,< �"�.a,� i� P^,e. � '6:+ .,Cr� IJ�S T<'� "%r;:,,t� ,:.93. �R W �r;IYAe G"'� 73i.� ,b,�.�`. .5�co.M� ,,a'r �t �"..-�";.�,: -'ta,`3,;;"°,a'•��;� '�_:�sx�r..,z«�,;>.;,�,,,, ,57,xy... ,�� ' ' 354 -NO 151 IF MIFRT, ME- MM AW Mm 4 MAr 411 Aw 04 Enjoy the �� ts of Advanced Comfort The Rheem RH1TA:1r Handler is engineered to improve energy savings and comfort all yearlong.The unit's versatile design makes bagreat fit for any system and keeps your home conditioned just the way you like it. Energy Savings The Rheem RMT Series Air Handler is designed for high performance,exceeding the standard efficiency requirements and,in many cases,enhancing the efficiency rating of your Rheern Heating,Cooling outdoor air conditioning unit. &Water Heating Humidity Control Anew RhenmAir Handler will help manage humidity wnu levels inthehome,improving your comfort and helping you save money onenergy bills. e in 1925,our mission is Efficient Heating&Cooling RhmemAir Handlers also feature aflexible design that allows them tomeet the needs ofavariety of systems.Your Contractor will recommend eunit that will best meet your home's airflow ti ns that keep you cool in the,,'. needs.The 0factory-installed indoor aluminum cooling coil iathe key component for your air handler.The coil|oessential tbhumidity control and improved system performance,and the high-quality standards used in ' manufacturing result infewer maintenance calls. ' ,lo learn more about our products,,. The Rewards of Rheem Proven Quaft includinggrat ' C]uimtOpa�dionThoRheemRH1T8areoA|rHand|6r|ndeoiQnadvv�haHome Comfort V�� ' u�y�ee|uebinetwdh��oneinchoffoi|-�cadinau|nUon.of�dng ^~ excellent thermal and sound insulation. Versatile Design The 4-wayconvertible design ofRheemAir Handlers allows the unit tnfit inwith the design ofyour home. Optional Electric Heat When oheat pump ispaired with the unit, Rheem Air Handlers can also provide efficient heating for your home.An optional electric heater kit can beadded tokeep you cozy all winter long. Easy Service RheemAir Handlers have been engineered to provide yourtechnician easy access toall internal components, service stay ~ Rheem USA Rhoenn Quality The RH1TAir Handler features onew5600 Old Greenwood Road |annadfin design for maximum performance and increased -V, Fort Smith,Arkansas 72�631 efficiency.Anew high-grade condensate drain pan keeps dn�ppo��ingamoc�h/&mnpec�e|�whanthewe�her heo�upV 125 Edgeware Road Llnit,T .`And�heconooion'�e�ama|um1nvmundp}�ea the ' koapyour unit/ooklnQaagood uo|truns. . ^ ' . ` ' *For complete details of the limited and conditional warranties,Including applicable terms and conditions,contact your local Contractor or go to Rhearl for a copy of the product warranty certificate Conditional warranties must be registered througn registerml corn c . . mo, LISTED Printed mthe uaA- ° 04116 ° om ^ Form No.wn1-wz8 Rm^I Air Conditioners ' Air The neve degree of comfort- 0 COM_ F RT THAT KEEPS EVERYONE HAPPY The Rheem Classics aeries Air Conditioner offers the solid technology and energy-saving performance you've come to' expect from Rheem.it's also quiet,so you won't give your indoor home comfort a second thought. x. 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'"r�°;H„ �r•�c,�"� . � ;�„ �:�,; t�; ��f'-� a�« J� �� ,� �""��Vii:' ;c�� ,, '�y J.�r�,°�-a',.;,�a''v'"''„s��.«' ��a'•n� ��;�;iw�.' '� ` ;c,;..,�� '. u�„�i.,�si,S ,��.��;"4"�^`dSehy_;�� '3 3.,�k� '8�1xrss �`- Ya'k,'iv« :�Sc$�:�,'�-'•w"'tx' ri�K 4s"`Ls`�-��'s..�`,r-^z°sa`r' 4'� ^s c.-' r..�- 'rtzn .� �"SA',�� "FSR' kt�ta,�.i;:, •�3--t 's'"-�' K*'3 Ax*3' ^"{ ..� Y,+4"�.'iii i i�..r�',4�5w {�i`fa''ih•w”�-Y ''�'�x+ziS' b� a+.„ <�`�?. RINI Count on Staying Cool and Comfortable A smart,efficient design makes the Rheem Class!&Series AVCondiTioner one of,your best options for staying cool inside.Each new unit includes a generous list of features that work together to bring ' you quiet,efficient and reliable indoor comfort. ,; Reliable and legendary 0 scroll �� h ,Y >� ^'` _. " , Rhretn Hoat,ncg.Cooling compressor technology makes the �� .. f 'sd�, &Water i ieatln ° 'Classic"Series as efficient as It is durable.The 6 optimized fan orifice also contributes to quieter operation,optimal _ �:;e " airflow and better overall performance. a _ ;-,Founded in 1925,our mission Is Simply put,you get efficient comfort that w a $ lasts a very long time. k ' _s Ill simple: yr�iiy enjoy_ _ i ie:helour far ` a nevi degree of comfort with „ , uieter and more durable unit �� ' Starts with our smart new composite solutions than keep you coni i�the , mase pan.The design helps eliminate f s:;'`sumer,warm in the winter and corrosion and adds to quieter performance. oying hot water year-round. , Extensive UV testing was done to ensure To learn more about our products, that the base pan stays looking new for years to come.Our improved refrigerant tubing design also contributes to a quieter, including our line of Integrated. ,F " 5' i"iome Comfort Solutions,visit us' more reliable-operation.For added strength, F s sniine at Rfaeerrrr.corrr. Q curved louver panels and 0 rugged corner posts on the exterior do an'excellent job protecting the inside. I� ,xn n . ' „ Curb appeal is not lost on our new Classic Series. Our air conditioners look as good as they operate. Modern cabinet aesthetics allow your unit to put its best face forward,and a powder coat paint system provides a lasting professional finish. �� i � Fast and accurate installation and maintenance means your savings th with start y a e installation ll tis a a on 0f our new unit.Our ClasslcO Series Air Conditioners are built to go in �� MW a. , fast and easy.The control box is also e o access y t and a a'« ° u" R Bern USA room diagnostic service window means maintenance callsWE Y g 5600 Chid Greenwood Road, go quickly,saving you time and money. Fort Smith,Arkansas 72903 Rheam Canada LtdJLt6e SC., xME a No. 125 Edgeware Road, Unit Brampton,Ontario L5Y 0P_ �,' a"+�?�€�'�^� s�'�'tw.��33"� � `'"';ry;';xxa>s+.w;,�a�rR FxS Ia;•:t�p�, V,,,w° -�n'E6epingwith itepolicy of continuous p^ogress'n, : x imprcvamsrrt,Nheem reserves tine- ; x- 8 M ss'y s#rl est to make charges r�Sthout notice, ,<, ° - _ - °I"cr car;p;ate @stales of tno 1;mited snd ao,tdit,ona werrnntios,inoiuding _ k.' ��g - ecp icabta tetras and cond't;ons,eor'tact yo..-1=1 Contrac:o°o"go to , C 6 us ri ee+i.ocm fcr u copy of the p coact:tit:rranry ca tfic to.Candi4cnai �+ LISTED v.ar,ant,os m,ie iie registwed through req'sterrryunrt cpm "F,oper,iztng and list&llation of equ pmbnt is and oei to acnhwo oot,a 3i oartorma toe Split syeer^s:r co aitionsrs and heat pumps m',,st '—"�" 1 ae•neu>hoo w;th appropriate.ml components to moot EN'iGY MAR on=—J, e-4sria Ark your contractor for Beta is or v;s t wwa ens gystargov Priisted its the U.,.A. 01195 0 00 Norm No.Iti19-2112 5PECTION REPORT DATE COMMENT V-.y► 1 O FOUNDATION(IST) O -------------------------------------- FOUNDATION(2ND) z p yp o ROUGH FRAMING& PLUMBING N INSULATION PER N.Y. y STATE ENERGY CODE ®� 2b -e art =1 FINAL fo o� ADDITION. CO ENTS- / O. ' _aO 1 0 'R-&lv : ----Sm Po 1-' 4,tl," s - • - 'pro z TOWN OF SOUTHOLD = BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �� v Survey Southoldtownny.gov PERMIT NO. Check Septic Form NYSDEC Trustees C O Application Flood Permit Examined 20 Single&Separate / Truss Identification Form t rm-Water Assessment Form �l 1 Approved 20 Mail to 6?� Disapproved a/c ia 1n Phone " �1 ' Expirat 20 !J� - - --h1V iL� I 1 i ing Inspector JUN 14 2020 _APPLICATION FOR BUILDING PERMIT Date i ,202-0 BgI DU G ID PTo INSTRUCTIONS C a This appl#cation-MUST bv.completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule. b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of flus application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required 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,or alterations or for removal or demolition as herem 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 for necessary inspections gnature of applicant ame,if a corporation) ?A4 [77 gfky\� tAV tM (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 6-,,vA--WY c Name of owner of premises � Q� 6��\� ko�N L-'^'C (As on the tax roll or latest deed) - --- l If applicant is a corporation,signature of duly author• ed officer ! t (Name and title of corporate officer) Builders License No. i _ tY •" Plumbers License No. Electricians License No. t. Other Trade's License No. 1. Locatiga of land on which proposed w rk will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block V Lot �/ � Subdivision Filed Map No. Lot 2. .State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building AWdition Alteration Repair Removal Demolition ther Work 0V -Wywy\ syng OkA (Descrip�' 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories_ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories_ 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this`property?*YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ,hQ\d SS JleN S(�iG� being duly swom,deposes and says that(s)he is the applicant } N (Name of individual signing contract)above named, O G)v o° (S)He is the 11 ��„�(`�OV\ �1 S ®�Y ZZCOU (Contractor,Agent,Corporate Officer,etc.) W 0WY' o= in of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, eo that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be Wci o c W performed in the manner set forth in the application filed therewith Z z;,,'D c Q 0 cc 0.0 Sworn to before me this W 0'"�= U)i f 8� day of ! J 20 � %:v3 – — Z V Notary Public Signature of Applicant Scott A. Russell �a°Su p STORIWWAT]EIK SUPERVISOR 1 TM\ [A\N AG1EN[]EN`]F z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPL'0 ❑[�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control PIan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000Date• �A� r District NAME 4\ V L� t w.i Section Block Lot (`y\/ FFR BUILDING D17 P-\ TNlrlNj- t;Sl; Contact Information 'rd<viwNwn�n � Reviewed By: — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — "i \ 1 yx (� ❑ Approved for procesatng Building Permit. f(Q ` (�_l Y '`1 rA CP�`�(�j Stormwater Management Control Plan Not Required `_`J I E] Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector �o TOWN OF SOUTHOLD V fl` nnex - 54375 Main Road - PO Box 1179 ® �� ( )uthold, New York 11971-0959 Telep �'�o 631 765-1802 - FAX (631) 765-9502 1 � � OCT 2 8 2020 roger richertptown-southold.ny-us APP -ELECTRICAL INSPECTION } Date: 10 . r rCompany UESTED BY: Name: �,� A rne: email: i;/EC -c- :ty License No.: �l/�a 17_ _ Address: e / Phone No.: JOB SITE INFORMATION: (AII Information Required) Name: c v v L C Address: Cross Street: Phone No.: email: Bidg.Permit#: _--- �S D n'7 Block: Lot: Tax Map District: 1 000 Section: DESCRIPTION OF WORK Please Print Clearly} P,-o,T2 n r I!Fti 'i'4 a4 Circle All That Apply: Fina( Is job read for inspection?: CYE NO Rough In i) P `n5k,: r- n Y Do you need a Temp Certificate?: YED NO Issued On_C�q,11�40 an All information required) - Temp Information: { , Service Size (.�" 3 Ph Size: A #Meters / Old Meter# __-- New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground vefiead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION U-Request for Inspection Fo(M-As BUILDING DEPARTMENT- Electrical Inspector o� TOWN OF SOUTHOLD nneX - 54375 Main Road - PO Box 1179 _ D � U �/ uthold, New York 11971-0959 Telep (631) 765-1802 - FAX (631) 765-9502 OCT 2 8 2020 roper.richert@town-southold.ny.us APPLAMA W-MMELECTRICAL INSPECTION Date: l REQUESTED BY: Company Name: I,-)k_- _ - Name: ; email: License No.: Address: 'Ad w:�= Phone No.: JQB S1TE INFORMATION': (AIt information Required) • , rich V, IS'LigC4 Mamie: - - 4 ddress:. � ross S&ee It'd •f Phone �[o. aii; :fc -K) Section- - BYock-. Tax i�iap District_: 000 a BRIEI= DESCRIPTION bF WORK(Please Print Clearly) �; �Y`o,,�+T f�oa�r Imo.--�---yr.��a�L[,�• I° circle Wil[That Ikpt( jYE- .,.. • -. . O ---. __. RogIn Is job ready for-1nspecti0n?: NO Issued On Do you need aTemp Certificate?: __._. .. - All ittrormation,reQuired)3 Ph Size: �{ :,.. Temp Information. A #Meters./R4 Old - Service Size -.- _ __ ICY — _..___.__ __._._. _._ Fire Reconnect- Flood Re�nnect-Service Reconnected-- Underground - vefiead New Service- . ... -" .- 2 H--Frame.. . . Pole .Work done on Service? Y N # Underground Latierals "1 - �"- """ -•,_ "� �.. . ..._._.. ., ___._. ._ - Additional information: PAYMENT DUE WITH APPLICATION B2-Request for Inspeclion Form-As ^� �Yi f, 1 F PERMIT# Address: Switches " Outlet s^ Surface r , : • •� _ .. - ,� ; ._ ,..-- - - - -' _ _ . Sconces y .1 Fans Fridge Exhaust Oven, ( . l�rJ� pryer ; Smokes'-1 „_. OW - Servicef a Carbon - Micxo ~Generator ]5 Combo' 46k to Z ;.(.,.. ,�fransfer :f AC .fy ��(.�✓ `yu� AFI :. ,, _F ', Mini a ` .. J. s s e�cial: Or� C. Comments: V66 LATHAM SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)7346800•FAX(631)734-2318 Email: lathamgravel@yahoo.com 100 February 10, 2021 Town of Southold Building Department C/O Michael Verity P.O. Box 1179 Southold,NY 11971 Mike, On June 26,2020,Latham Sand& Gravel installed a 2-pool septic system for a 5 bedroom house at 27300 Main Road Orient. This 2-pool system consists of 1500 gallon septic tank and two 8' diameter x 8' deep cesspools. The system was installed as per Suffolk County specifications and registered on their SHIP portal. Reference#20-00155. The old system was properly abandoned.' Enclosed are the triangulation measurements and diagram. Your truly, �f 7111 � John D.Hocker Marine Construction•Dredging•Precast Cesspools•Gravel.Fill•Topsoil.Excavating and Land Development Check us out at: lathamsandandgravel.com �\ Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C. Yaphank,New York 11980 (631)852-5700 OR IEI[ealthNVWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: -0 O)5 Suffolk Tax Map#:Dist: Sect(s) 19 Blk(s)_o 6_Lot(s) o�-a Project Name or Address: Subdivision Name&Lot#n, Applicant Name: I HEREBY CERTUY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2. If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s) was/were located, uncovered and items#2 and#3 were repeated until all parts of • sanitary system were located,AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of First tank/pool feet diameter_feet deep(0/pr"ecast ( )block ( )other ---ftrst overflow pool feet diameter feet deep( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block ( )other -Next overflow pool feet diameter feet deep( )precast ( )block ( )other Company which pumped out sanitary system if different from certifying company: Name of Company:_ til, Address: Consumer Affairs License Number: Contractor Signature: Date 2_2eQ Print Nalne/Companyfj__ � Phone 31X3&/ Address--_3'5'100—/2i--49, 'PCS 73nx 609 '2�cao i kiy/>9 S a Consumer Affairs License Number. This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED 1-sr" AOA M.... A7/1716 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)$52-5100 OR ftealtliWWM@suff6lkcou-ntyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the information below. Leave blank any items that are not applicable to the installation Health Department Reference N er: Suffolk Tax Map#:Dist: Sect(s) �� Blk(s)_Q6Lot(s) � _ Project Name or Address: Applicant's Name: Date of system Installation: Sketch below the measurements from building UA OWTS TREATMENT UNIT corners to the access covers/ports of disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: [] Concrete []Fiberglass/Plastic SEPTIC TANK Volume(gallons): I500 Material: Concrete [] Fiberglass/Plastic Shape: [ Rectangular VCylindrical Top: _'Slab [I Traffic Slab [] Dome Name of Tank Manufacturer: C0t4574?-1 %/ov DISTRIBUTIONLEACHING POOLS(If applicable) Number of Pools Diameter and Effective Depth Top: [] Slab [] Traffic Slab [] Dome Name of Precast Manufacturer: LEACHING PO YS Total Number of Pools/Galleys Diameter/Dimensions and Effective Depth 1aag1U Top: Slab [] Traffic Slab [] Dome M[ N/A J Name of Precast Manufacturer: OTHER LEA CIMVG STRUCTURES Make and Model(if applicable): Total Linear Feet of Leaching Structure(s): COVERS AAD LIDS Installed covers comply with current standards(secondary safety device installed if cover weight less than 60lbs.) Vyes []N/A I h reby certify that the subsurface sewage disposal system,described herein,has been installed by me in accordance with the approved plans and standards of the Suffolk County Department of Health Services;and any and all mechanical/electrical components have been tested and are operational. Installer's Signature: 6 Date---j—,26) -� Installer's Name: Company Name: L44 Phone C— Company Address: 3!5) Cdn/may l I Consumer Affairs Liquid Waste License Number and endorsement(s): SGI SQ(';L /-1J THIS DOCUMENT MUST CONTAIN AN ORIGINAL SIGNATURE FROM THE INSTALLER u 41�i xs s a 73 Mw n Rel DO .,�&?06 18161 � ---- �-------- —____—_�'►� - - —� - - - --._._� `''t-a, sic u , o io GK'S � �� ` •`'s r• fir 9'�j�� `� o�', ,1e•w �.� ,dr, X005 Ido wef (s cv,,4,�,vN of 400 Oa der Averue,Riverhead"N-Ydk 11901 tol 031,979Z9O3?=&51921,0144 ( admino��ngengneerng com O�t1�c��D�tltg Honard K Y-9.Land Srvoyor Thame 0 1,01pert•ProYeee—:2'�eer NDaegim E Ad—.P-1-1-1 Gp roer Robert G Twt,A-hRect SITE DATA W* ; AREA= 1'1492 ACRES s 1 lop - �. '4 SURVEYOR'S CERTIFICATION' i J' •yff hEREBY CERTIFY TO JAMES LATHAM&CHICAGO / 9� •1 TITLE INSURANCE COMPANY&27300 MAIN ROAD, LLC THAT THIS S7RVEY Y1AS PREPARID IN ACCORDANCE WITH TIE CODE Cr PRACTICE FOR LA1,0 9MVEY6 ADOPTED BY THE NEY1 YORK STATE AS5=ATION OF FROFE-SIONAL LNIO VL'YOW' 6 w \ HOYVARp K YOUNG.Ky.S LS NO.45893 4. 9aF SURVEY FOR s <S, N6 SAD J4,ME5 LATHAM at Orient,Town of Southold � 6T Suffolk County,New York e F�J° TITLE SURVEY o- a �\ County Tox Map uama 1000 s,n—18 06 tm 20 5 FIELD SURVEY COMPLereD .A•'1>e 24,20 `\ MAP PREPARm -Pe 74,7014 Record of RBvISlOn9 RCCOPP OF REVISIONS DATE JULY Ib.7014 a 4 TE-IN J/LY 91.7014 : 50 O 35 50 100 150 G _ Scal6, I. 50' .1'J6 2014- 111:t -0111 _DYi.S.7014=011T_f G•wva+r rrr ■.FwNnoa ra+a 9=crux ser'_—rte,moo_ __ ____ - _. __ ___ __—______.— ._ 1 4�� 09-ook I RESIDENTIAL GENERAL NOTE5 ISSUES/REVISIONS MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.TH15 PROJECT 15 AN ADDITION TO AN EXISTING SINGLE FAMILY R6IDENCE CLASSIFIED AS R-80. GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5 2015) FROM TABLE N I I C2. 1 .2 (R402. 1 .2) INSULATION AND FENESTRATION REQUI REMENT5 BY COMPONENT 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.R301.2(4)RCNY5 2015) ' 20151522'-8'. THE PROPOSED CONSTRUCTION WILL NOT CHANGE THE EXISTING BUILDING HEIGHT. SEISMIC DE51GN CATAGORY B (PER SECT.8301.2(2)RCNY5 2015) WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) GLAZED BASEMENT SLAB CRAWL ` 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD ZONE WA (PER FEMA MAP) CLIMATE FENESTRATION SKYLIGHT FEN CEILING WOOD FRAME MASS WALL FLOOR WALL R-VALUE SPACE WALL 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND FROST UNE DEPTH 36' ZONE U-FACTOR U-FACTOR ry TIN R-VALUE WALL R-VALUE R-VALUE R.-VALUE WALL R-VALUE DEPTH R-VALUE THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. WEATHERING PROBABILITY SEVERE (PER FIG.R3O I.2(3)RCNY5 2015) 5.DE51GN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 0.35 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 I O,2FT 10/ 13 LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5 2015. PER TABLE 301.5 N SLEEPING 40 PSI 2015 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.8301.2(5)RCNY5 2015. ROOMS OTHER THAN STEEPING ROOMS 30 PSI WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. ATTICS WITH LIMITED STORAGE 20 P51 ATTICS WITHOUT STORAGE 10 PSI LOCATION LIVE DEAD DELECT LIMIT STAIRS 40 P51 I5T.FL, 40 LB. 12 U3GO 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO ATTIC(NON STORAGE) 20 LB, 10 U3GO ROOF 20 LB. 15 U3G0 NAILING 5CHEDULE (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, ONE AND TWO FAMILY DWELLINGS 2015 5150 HIGH WIND EDITION) TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRE:AUTION5 AND PROGRAMS IN JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNE55 FOR A SPECIFIC USE EXPRESSED ROOF FRAMING OR IMPLIED IN THE USE OF THESE PLANS. RAFTER TO TOP PLATE(rOE-NAILED) 3 PER RAFTER 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER J015T DRAWINGS.FOLLOW DIMENSIONS ONLY. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CDNDITIONS,OR EXCEPTIONS AS RIDGE STRAP(EACH END) 2 PER TIE NOTED.CONTRACTOR SHAU_FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO BLOCKING TO RAFTER (END NAILS 2-1 C EACH END RIM BOARD TO RAFTER(END-NAILED) 2-I Gd EACH END COMPLETE THE WORK. WALL FRAMING 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE 1MTH MANUFACTURES REQUIREMENTS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd JOIST EA.51DE 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. OCCUPANCY. HEADER TO HEADER(FACE-NAILED) I Gd I C"O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-I Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY O BOTTOM PLATE TO FLOOR J0I5T,BAND J015T, DEMOLITION END J015T OR BLOCKING(FACE NAILED) 2-1 Gd PER FOOT 1?O 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING CEILING AS INDICATED ON DRAWINGS FLOOR FRAMING AND AS NECESSARY,AND REMOVE DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-5d EACH END INSTALLATION OF NEW YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T 4. EXISTING 5TRUCTURE AND INTERIORS TO REMAIN SHALLBE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO 5ILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,(REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. STRUCURAL PANELS 8d (TABLE 3.8) FOUNDATIONS DIAGONAL BOARD SHEATHING 61 ' 1.A55UMED SOIL BEARING CAPACITY, 1,500 IW5,1.Ft. I'xG'OR 1'x8' 2$d PER SUPPORT l� 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 r51.-28 DAY TEST. I'x 101 OR WIDER 3-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10•FIELD 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5ERVICE5 NECESSARY TO WALL SHEATHING ll� COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5TRUCURAL PANEL 8d (TABLE 3.9) 06 ,� REASONABLYLE IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS �/• O� 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G" 86 3-EDGE/G'FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3'EDGE/G'FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7-EDGE/10'FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) 1 B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I"x I k I 1O"OR WIDER 3-8d PER SUPPORT OR 1'x8' 2-8d PER SUPPORT QOM D.ALL 5UB FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,3/4'MIN.THICKNES. O E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITHI DOUBLE UPRIGHTS,9'-0'AND OVER FLOOR SHEATHING WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. �\ STRUCURAL PANELS F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS A5 PER N.Y.S.CODE O OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. I'OR LE55 8d 0EDGE/12'FIELD 9 G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS.ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN I" I Od G'EDGE/G"FIELD H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DIAGONAL BOARD SHEATHING I NG,OR I'x8' 2-8d PER SUPPORT DRAWING. �r�� 9� S 11 I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I"x I O"OR WIDER 3-Sd PER SUPPORT `\\ CONNECTORS BY'SIMPSON'OR APPROVED EQUAL. \\V �7 J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2"xG"STUDS G��PO O��l� / �O� SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ATTACHED NAILING 5CHEDUI F. O ' K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND Gd NAILS @ 12" 1�� O O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. ` ;141L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. 7, M.ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE AVD STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY'51MP5ON'OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE ! o z3 JUNE,2020 HURRICANE CUPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 12'SPACING �\ �O 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS ALLOWS HOLDDOWN INSTALLATION OF QP P P05ED 1-5T Y '1 O��,p 1^ THESE THESE PLANS ARE AN INSTRUMENT OF REQUIRED. -�z- G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. � n 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995.(5EE NAILING eNDwALL �CORNEQED D �QG� AD TION UN D 'nit. `'�. •L SERVICE AND ARE THE PROPERTY OF THE SCHEDULE) TRAN5FER5HFAR 'L ARCHITECT.INFRINGEMENTS WILL 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED 1! EXIS G P CH ROOF C� O 6 o c oN F � BE PROSECUTED MEMBRANE. P� Mals@ 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. a ZGA\ 2021 ALL RIGHTS RESERVED 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT G1-I I STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND Lit �� .� EXISTING WELL �G QOM II ��I 9 CHIMNEY,AND ROOF AND WALLS. �j o 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE P x"32-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED �� S� 0 FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOAM INSULATION CORNER P�� `L.0. 0, 13. (R-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. IIOLDDOWN RIDGE GF. ti �G�� O 13. NEW HARDWARE SHALL MATCH EXISTING. '�I PG g 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TD ASTM C3C,AND SHALL BE AS NEEDED 12'=1'-O 'SHEETROCK5W BY U.S.GYP50M CO.OR APPROVED EQUAL. GIPSUMWALLBOARD THICKNE55SHALL BE /�RDGErENsONSTRAP ��.�?� O �s F�P�C'P� d' �9 O Robert I. Brown 1/2" / SOD �0 �. �` 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTEPJOR /J CORNERS SHALL HAVE METAL CORNER BEADS. Go�G• PZQ �P� Arc itect, P.C. FINISHES 1. NEW WOOD FLOORS TO MATCH EXISTING. / - �� 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC 15Y BENJAMIN MOORE OR APPROVED 2O Bax Ave. Greenport NY EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND I u info@ribrownarchitect.com PED SEAT \ 631-477-9752 RECOMMENDATIONS. COLOR TO BES ED. 3.ALL INTERIOR AND EXTERIOR TRIM TO MATCH EXISTING. ' 4.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL J015T HANGER BE CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BF SEALED AND WOOD BEAM PER WFCM SBC TABIC PAINTED.PAINTING 5HALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX RIDGE PROVIDING G EA.8D COMMON NAILS IN EACH END OF 1-114'20 GAGE STRAPS PAINTED,COLOR TO BE SELECTED. FOR 120 MPH FASTEST WIND SPEED. 5. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. CROSS SECTION END VIEW �� IT ISA VIOLATION OF THE LAW FORANY PERSON, > DA UNLESS ACTING UNDER THE DIRECTION OFA HVAC /7. LICENSED ARCHITECT,TO ALTER ANY ITEM ON 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICESsS� THIS DRAWING IN ANY WAY.ANY AUTHORIZED NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THEOILIVING SPACES ° ALTERATION MUST BE NOTED,SEALED,AND AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE DESCRIBED IN ACCORDANCE WITH THE LAW. OF NEW YORK STATE 2015,OR PEA50NA15LY IMPLIED AS NECE55ARY TO COMPLETE / TO WORK. 2.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55ARY TOAft COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. ° 0 !/ 3.PROVIDE ELECTRIC RADIANT HEAT TUBING AS NECESSARY FOR HEATING IN ALL _. O r ZONES. a ' 1 O .(-lF D A\'� PLUMBING ---- - ---- - LL 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT„AND SERVICES 0 NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE Or WORK. 0/1 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH � x J( �� r•a� REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE (�( / / APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY O T��O OAF o` / THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. PROVIDE 8x ad COMMON NAILS 1N EACH END OF I 1/4'x /� N ^ F y634 " 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION / 0 C , �' J Y AT RAFT SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE ER WALL CONNECTION(TABLE 3-30)WFCM-1995 Ji / ND PLUMBER SMALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 3' FOR 120 MPI FASTEST WIND SPEED. SOUTHOLD. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, 6/ CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOICAL,STATE,AND 1J �O FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. CLIENT/OWNER ELECTRICAL - - 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES •OO' NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW 2 73 0 o LLC ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT UMITED TO: O CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,'WIRING,LIGHTING, FLOOR SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO J015T APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES _ WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLEDRAWINGS AND y 27300 MAIN ROAD AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTIONS O PREVIOUSLY INSTALLED TRANSFORMERS AND / / `' Q \ \� ` \Q ORIENT, NY 11957 ELECTRICAL DISTRIBUTION 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017 PROVIDE B.8d COMMON NAILS IN EACH END OF I-1/4'x J < O� (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), - 20 GAGE STRAP TI ROOF TO WALL,WALL E WALL,AND G THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER WALL FOR 120 FOUNDATION CONNECTIONS(TABLE 3.38) ��20 MPH FASTEST WIND SPEED. 'n APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT 3 OF REQUIREMENTS WILL APPLY. PROJECT TITLE 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS a LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY \,Ae WILL BE INSTALLED. AN :! 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE G SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. O •6'- ADDITION n ��/ 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICEN5E5 FLOpR �G 0' %p AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, J015T = �� AND ANY OTHER APPLICABLE JURISDICTION. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APFUCA13LE CODES * O' SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL I T E PLAN SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS DRAWING TITLE ARE NOT ACCEPTABLE. ALARMS SHALL 15E INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. EC `n'�/I7 7.SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK v lJ V SITE PLAN STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE SCALE: 1 II = 30'-0" D ALARM CODE NO.72-1993 SHALL BE PROVIDED OUT5IDE EACH 5EPARATE SLEEPING EXISTING EXCEPT AS NOTED AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. OCT 2 9021 CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND e u e UPLIFT CONNECTIONS BURGLAR ALARMS AS NECESSARY. BASED ON SURVEY BY: BUILDING DEPT. YOUNG *YOUNG, PLANNING, ENGINEERING, AND LAND SURVEYING TOWN OF SOUTHOLD SCALE C O N N E C T I O N S D E T A I L DATED: 3 1 JULY, 2014 30 SEPTEMBER,2021 i'=30-0 SCTM: 1000-80-06-20 DRAWING NO. ZONED: R-50 AREA: 1 .75 AC (76,282 5F) ISSUES/REVISIONS EXISTING LAUNDRY/ MUDKOOM EXISTING GARAGE TO REMAIN EXISTING LIVING ROOM EXISTING KITCHEN TO REMAIN TO REMAIN 23 JUNE,2020 DOWN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL NEW BE PROSECUTED 3068 FT- 2021 ALL RIGHTS RESERVED N Robert I. Brown NEW ANDERSEN 400 SERIES Architect, P.C. TW 3046 DOUBLE HUNG d EGRE55 WINDOW ENLARGE EXISTING OPENING m PROPOSED BEDROOM 20 Bax Ave. Greenport NY REPAIR AND PATCH A5 NECESSARY (FORMER DINING ROOM) z p N UP info@ribrownarchitect.com 631-477-9752 EXISTING LIVING ROOM TO REMAIN IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED N EW J ALTERATION MUST BE NOTED,SEALED,AND �G8 2GG8 / Q DESCRIBED IN ACCORDANCE WITH THE LAW. 0 O lu z W F p / (V. / w 0 to °� �[= ASC `� o n cn in x 0 5� Q o / PR P05 CL ET P OPO ED CL SET O w �� ✓ , I.�z;:`}; ui ul ff) X7-7' O 12'-10" 4'-4 1/2." 2'- 2'-2 ' -Gil 7" M1 2A 4'-1 O 112. 7-7- 6-3 1/2" 7-5 112" 7-7 4'-10 112' NEW 2xG EXTERIOR CONSTRUCTION R-21 BATT INSULATION NEW ANDERSEN 400 5ERIE5 NEW ANDERSEN 400 SERIES NEW OG8 NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES SIDING TO MATCH EXISTING TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG fplONl DOOR TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG CLIENT/OWNER REMOVE EX15TING COVERED PORCH 273 oo LLC 27300 MAIN ROAD 20'-9" 19'-1 I• ORIENT, NY 11957 PROJECT TITLE F 1K5T F LO O K PLAN_ ADDITION SCALE: 1/4" = 1'-O" EX15TING EXCEPT A5 NOTED DRAWING TITLE FIRST FLOOR PLAN SCALE DRAWING NO. ISSUES/REVISIONS EXISTING BILCO TO REMAIN EXISTING EXISTING SEWAGE OUT WATER HEATER U O F 23 JUNE,2020 O x m THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE z ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED EXISTING (3) 2x8 BEAM Robert I. Brown Architect, P.C. 20 Bax Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 UP IT ISA VIOLATION OF THE LAW FOR ANY PERSON, TOP OF NEW JOISTS TO MATCH UNLESSACTING UNDER THE DIRECTION OFA TOP OF EXISTING JOI5T5 LICENSED ARCHITECT,TO ALTER ANY ITEM ON PROPOSED FLOOR TO BE LEVEL THIS DRAWING IN ANY WAY.ANY AUTHORIZED WITH EXISTING ALTERATION MUST BE NOTED,SEALED,AND EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. 1L1 CUT NEW 4•-O" FURNACE z EXISTING OPENING IN EXISTING ELEC PANEL FOUNDATION WALL 'LLS — — — — — — Lu 1= EXISTING(3) 2x8 BEAM 41, O I N O PROPOSED CRAWL SPACE `�O •r; " POURED NCRETE SLAB — WATERG zUd — z@� _ TANK • "� CLIENT/O R REMOVE EXISTING COVERED PORCH ALIGN NEV2730o 73oo LLC WALL WIT EXISTING 23'-4' 27300 MAIN ROAD FOUNDATION PLAN ORIENT, NY 11957 SCALE: 114' = I'-Cl" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITION DRAWING TITLE FOUNDATION PLAN SCALE DRAWING NO. ISSUES/REVISIONS EXISTING ROOFING AND STRUCTURE TO REMAIN EXISTING ROOFING TO REMAIN EXISTING 2nd FLOC R ROOMS TO REMAIN REPAIR AND PATCH AS NECESSARY NEW 2xOJF-LOOR JOISTS @ 16"O.C. (2) 2x8 HEADER((YP.) K-30 BATT N5ULAT N IN NEW CEILING J T5 2 EXTERIOR CONSTRUCTION R-2 1 BATT INSULATION PROPOSED CLOSET PROPOSED BEDROOM SIDING TO MATCH EXISTING (FORMER DINING ROOM) TOP OF NEW JOISTS TO MATCH R-30 BATT IN ULATI IN NEW TOP OF EXISTING J015T5 PROP05ED FLOOR TO BE LEVEL FLOOR J015 WITH EXISTING NEW 2x8 FLOOR JOISTS 16"O.C. PROPOSED CPj W SPACE CUT NEW 4'-0"OPENING IN 8" POURED CONCRETE o EXISTING FOUNDATION WALL FOUNDATION WALL m SEE PLAN (DRAWING A3) 8"x 16" POURED CONCRETE FOOTING w/(3)#5 REBAR CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON UND15TURBED SOIL EXISTING BASENENT TO REMAIN 23 JUNE,2020 6'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE NEW CONSTRUCTION EXISTING TO REMAIN ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED SECTION A TOP OF NEW JOISTS TO MATCH TOP OF EXISTING J015T5 PROPOSED FLOOR TO BE LEVEL SCALE: 1/4" = I'-O" WITH EXISTING EXISTING EXCEPT AS NOTED Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY in o@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. FEED A"?C \ \ y6'v7 Lj E:l LLLJ EXISTING WINDOWS EXISTING WINDOWS CLIENT/OWNER TO REMAIN TO REMAIN 273oo LLC 273oo MAIN ROAD ORIENT, NY 11957 PROJECT TITLE Lil ADDITION NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG GRADE SECTIONS NEW 3068 FRONT DOOR ELEVATIONS 23'-4" NEW CONSTRUCTION SCALE DRAWING NO. NORTH ELEVATION (FRONT) SCALE: 114" = P-0" A4 EXISTING EXCEPT AS NOTED ISSUES/REVISIONS EXISTING LIGHTING TO REMAIN Li FEE EXISTING LIGHTING EXISTING LIGHTING TO REMAIN TO REMAIN 23 JUNE,2020 EXISTING LIGHTING EXISTING LIGHTING TO REMAIN THESE PLANS ARE AN INSTRUMENT OF TO REMAIN SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2021 ALL RIGHTS RESERVED DOWN Robert 1. Brown 3 Architect, P.C. 20Bax Ave. Greenport NY into@ribrownarchitect.com i SD CO 631-477-9752 v VIOLATIONIT IS A UNLES CTINGUNDER THE RECTION OF APERSON, LICENSED ARCHITECT,TO ALTER ANY ITEM ON SD UP THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. EXISTING LIGHTING TO REMAIN 8 $p ps Y Y � CLIENT/OWNER --1273oo LLC — 27300 MAIN ROAD ORIENT, NY 11957 ELECTRICAL PLAN SCALE: 114" = P-0" PROJECT TITLE EXISTING EXCEPT A5 NOTED ADDITION DRAWING TITLE ELECTRIC PLAN SCALE DRAWING NO. RESIDENTIAL GENERAL NOTES ISSUES/REVISIONS M15C. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THI5 PROJECT 15 AN ADDITION TO AN EXISTING SINGLE FAMILY RE51E'FNCE CLASSIFIED AS K-80. GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5 2015) FROM TABLE N 1 102 1 .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 2.THE HEIGHT OF THE EXISTING BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG.R301.2(4)RCNY5 2015) 2015 15 22'-8'. THE PROPOSED CONSTRUCTION WILL NOT CHANGE THE EXISTING BUILDING HEIGHT. SEISMIC DE51GN CATAGORY B (PER SECT.F301.2(2)RCNY5 2015) WINTER DESIGN TEMP I I°F (PER TABLE N 1 10 I.2) GLAZED BASEMENT SLAB CRAWL 3.THE TYPE OF CONSTRUCTION IS TYPE V(B). FLOOD ZONE N/A (PER FEMA MAP) CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR _ 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S.AND FROST LINE DEPTH 3G' ZONE U-FACTOR U-FACTOR FENE5TRATIN R-VALUE WALL R-VALUE P,-VALUE R-VALUE R WA L R.DEPTH SPACEVALUE R-VA WALL THE AF 4 PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. WEATHERING PROBABILITY SEVERE (PER FIG.8301.2(3)RCNY5 2015) 1 �g 5.DESIGN LOAD CALCULATION ARE BASED ON: DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) /"•P 4 0.35 0.55' 0.40 49 200R 13+5 8/ 13 19 10/ 13 10, 2FT 10/ 13 P L V I :..:" F"I ID LOAD:AS PER TABLE F30 I.4,RESIDENTIAL CODE OF NEW YORK STATE 2015. DEAD LOAD:CALCULATED AS PER 8301.3 AS PER RCNY5 2015. PER TABLE 301.5 RCNY5 2015 PING 40 P51 SNOW LOAD:20 PSI GROUND SNOW LOAD(AS PER FIG.R301.2(5)RCNY5 2015. ROOMS OTHER THAN SLEE WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. SLEEPING ROOMS 30 P51 DATC: �o��.'ew 1...r. ." - .. U I. ATTICS WITH LIMITED STORAGE 20 P51 ATTICS WITHOUT STORAGE 10 P51 rE ' a�5 P2.�e__ LOCATION LIVE DEAD DELECT LIMIT STAIRS 40 P51 P': NT 151`.FL. 40 LB. 12 U3GO 765-1802 8kl 2NO.FL.(SLEEP AREA) 30 LB. 12 U3GO ATTIC(NON STORAGE) 20 LB. 10 U3G0 ROOF 20 LB. 15 1/3GO NAILING SCHEDULE 1, ; " ..._ . (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) F013 PO'.)F E L... . 1 T r. TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING CONNECTION WITH THE WORK. J THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED ROOF FRAMING 2. FINIAul - i`` c. ::i:'. 0. 4. 1^Inf�1 n-Fir;�l itY.:ilL?5..,�iv OR IMPLIED IN THE USE OF THESE PLANS. RAFTER TO TOP PLATE(rOE-NAILED) 3 PER RAFTER 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T DRAWINGS.FOLLOW DIMEN51ON5 ONLY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH IAP "1 ry CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP F� �r)i'rl('I_C.i. `�i i u.��. 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR ALL CiOl'`IJ 11':'._IG 'Cn; e f( 1r. DESCRIBED ON THESE DF AWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIDGE STRAP(EACH END) 2 PER TIE L. !IF-7-T Ti!"i NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55ARYTO BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END YORK RE1rri')�i'S C�! :i''_FONT I LE N�1, COMPLETE THE WORK. RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END WALL FRAMING YORK STr1TE. P!0'i f�i:.`''F(�f�SiBLir FOR, 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS DESiLi!J O� COP'1JTRUCTIOi! ERRORS, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT AND SPECIFICATIONS. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.51DE 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF2-1 el STUD R STUD(FACE-NAILED) Gd 24'0.X. fj ^'I ' E OCCUPANCY. HEADER TO HEADER(FACE-NAILED) I Gd I G'O.C.ALONG EDGES �°' TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY P� BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 1 ` Lf DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT __ 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING CEILING AS INDICATED ON DRAWINGS FLOOR FRAMING AND AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T �� rR il �� L!1 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(FOE-NAILED) 2-8d EACH ENDNlpy , INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END CO OF OC t,U i li `li v 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS POSSIBLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T �\ 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN 5HALLBE PROTECTED AS NECESSARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST DEMOLITION AND CONSTRUCTION. BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T O 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(FOE-NAILED) 2-1 Gd PER FOOT .i TELEPHONE 5ERVICE5 AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT As NECESSARY. ROOF SHEATHING COM PLY WITH ALL CODECS OF LPANELS 8d (TABLE 3.8) 01� �` NEW YORK STATE & TOWN CODES FOUNDATIONS DIAGONAL BOARD SHEATHING AND 1.ASSUMED 501L BEARING CAPACITY, 1.500 105-1-ft- I NO OR I'x8" 2-8d PER SUPPORT �+ ECQU I R L D 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 P51.-28 DAY TEST. I'x I O"OR WIDER 3-8d PER SUPPORT 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING " GENERAL CONSTRUCTION GYPSUM WALLBOARD 5d Coolers 7"EDGE/ 10"FIELD ��,�' en 1T4�I n TnIAIAI'nA I I r I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO WALL 5H EATH I NG �F, .4 Il Tf1WAJ PI d(~ LAI(; ,RD COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS A5 SPECIFIED HEREIN,OR STRUCURAL PANEL 8d (TABLE 3.9) �0� S i�� 1 C EA RSONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS EE 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/1 G' 8d 3'EDGE/G"FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3-EDGE/G"FIELD 1 I I+ 4.FRAMING ELEMENTS: GYPSUM WALL60AFD 5d Coolers 7'EDGE/ 10'FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) 1 OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. DIAGONAL BB ARD SHEATHING 2-8d PER SUPPORT \�• t Qv"� RtTAIPd STQRPJ! V`VATER RJPJOF C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. \\ R D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR,DXPC5URE 1,3/4'MIN.THICKNE5. I"x I O'OR WIDER 3-8d PER SUPPORT O ��G�� PURSUANT Tt� CHAPTER 236 F E.ALL HEADERS G'-O'AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER FLOOR SHEATHING WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8.OR AS SHOWN ON DRAWING. F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.5.CODE STRUCURAL PANELS O OF THE TO�NfV COLE. OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. I"OR LF55 8d G"EDGE/ 12'FIELD 9� G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. GREATER THAN 1' I0d G'EDGE/G'FIELD � y M.PROVIDE DOUBLE UP FRAMING CINDER ALL POSTS AND PARALLEL BOARD SHEATHING 5L PARTITIONS ORAS NOTED ON DRAWING. I NO OR I'x8' 2-8d PER SUPPORT I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I N 10"OR WIDER 3-8d PER SUPPORT CONNECTORS BY'51MPSON"OR APPROVED EQUAL. \\V ��P �j / ° /Q _ J.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2'xO STUDS `�' G� SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE ^ ATTACHED NAILING SCHEDULE. C) K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.D(TERLOR EDGES AND Gd NAILS @ 12' 1�� 9iL 7 c, 0, O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. \`` S/ L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. tt �� M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE � � O� TYPE CONNECTORS BY'51MP50N'OR APPROVED EQUAL.FOR TIMBER.PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 12.5PACING �� ° c Q 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLA55,WrT ARGON GAS,IMPACT RESISTANT AS ALLOW5 HOLDDOWN REQUIRED. INSTALLATION + G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. OF PP P P05ED I-ST THESE PLANS ARE AN INSTRUMENT OF 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/4 PA WCFM-1995.(SEE NAILING L ENDWALL ' �C"EFCONNEC5T D OG� AD TION UN D '^1 Q�. .J� SERVICE AND ARE THE PROPERTY OF THE 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED TRANSFER SHEAR �' MEMBRANE. TRANS COMMON EX15 G P CH ROOF yOF 0 ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. a NAIISQG'O.C. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT GF- "R 2o2o ALL RIGHTS RESERVED STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND '�. <�c Ft`C� EXISTING WELL CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BATT INSULATION OF TVIICKNE55 INDICATED ON THE DRAWINGS AND SMALL BET 9 2-1/2 Ib. DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED CORNER �. �-5• ese'' FIBROUS GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL 5PR:AY-IN FOAM INSULATION � (F-G.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. 12.NEW 13. NEW HARDWARE SHASLL MATCH IXCS NIXIGSTING. �P �G �1 1��\N P� °� OO SHALL f10LDDOWN RIDGE F. O 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G,AND SHALL BE AS NEEDED 2'=1'D I52HELTROCK SW BY U.5.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE RIDGE!TEN5ION STRAPYg O Robert Brown 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACnm THREE(3)COATS.ALL EXTERIOR 1 \J `�' p;5 �� 't CORNERS SMALL HAVE METAL CORNER BEADS. Architect, P°C. 1. 20 BayAve. Greenport NY FINISHES i NEW WOOD FLOORS L 1 MATCH EXISTING. � T�- . p 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED !' / '�. RIDGE BOARD 5 I' EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND L Into@rlbrownarchrtect.com 631-477-9752 RECOMMENDATIONS. COLOR TO BE SELECTED. 3.ALL INTERIOR AND EXTERIOR TRIM TO MATCH DUSTING. 91DPED SEAT 4.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL JOIST HANGER. BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED ANDwooD BEAM PER WFCM 5BC TABLE 2.4 PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATE( RIDGE H EACH LNG G EA.8D COMMON NAILS PAINTED,COLOR TO BE SELECTED. 1u EACH END OF FASTEST 20 NAGE STRAPS 5. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) OR 120 MPH FASTEST W ND SPEED. COATS BENJAMIN MOORELATEX ACKYLIC5EMI-GLOS5PAINT. CR055 SECTION END VIEW G�� ITISAVIOL.ATIONOFTHELAWFORANYPERSON, UNLESS ACTING UNDER THE DIRECTION OF A HVAC ° \� LICENSED ARCHITECT,TO ALTER ANY ITEM ON 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES s s \ THIS DRAWING IN ANYWAY.ANY AUTHORIZED NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LAVING SPACES / '� i r �\ O S� ALTERATION MUST BE NOTED,SEALED,AND AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE 2015,OR REASONABLY IMPLIED AS NECE55ARf TO COMPLETE /f' 1 Y�( �> DESCRIBED IN ACCORDANCE WITH THE LAW. TO WORK. 2.PROVIDE AIR HANDLERS,DUCTWORK,AND CONTROLS AS NECESSARY TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. ^' °°° �;'{ \ �/ O F� 3. VIDE ELECTRIC RADIANT HEAT TUBING AS NECESSARY FOR HEATING IN ALL \ `' / t ZONESO � O PLUMBING i -_- '- -- - I.gSG 1 1 - 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES I ' /(' CC �O * NECESSARY TO COMPLETE ALL NEW PLUM131NG WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED AS NECE55APYTO COMPLETE THE ' i �\/ �� F WORK. 0 �� 2. CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH /'eJ T /O x //l REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE I I' / �jC Jf` (�jL APPROVED'LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'AS PUBLISHED BY i THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. \, PLOVIDE 8z 8d COMMON NAILS IN EACH END OF I-1/4'x �� 3. ALL WORK ON THE PLUMBING SYSTEM 5HALL BE PERFORMED BY OR UNDER THE 7J GAGE STRAP FOR LATERAL/SHEAR CONNECTION / L v 0 SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE AT RAFTER WALL CONNECTION(TABLE 3.38)WFCM-1995 „!i / /l� OO OF � PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 3 FOR 120 MPH FASTEST WIND SPEED. \/ / Q� SOUTHOLD. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, ml �"� 6� _ 'q CERTIFICATIONS,LICENSES AND INSPECTONS ASS REQUIRED BY LOCAL,STATE,AND / FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. CLIENT/OWNER ELECTRICAL (-^ - �-. .L Off, i 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW O o o LLC ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: - FLOOR - - I (1 CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, 1 �Y 27JJ SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO J015T�_^ APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND ` �' 4 t Gl� 27300 MAIN ROAD AND 5PCIFICATION5 AND A5 NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND \ //_ ✓✓ INCLUDING ELECTRICAL ONNEC IONS O PREVIOUSLY INSTALLED TRANSFORMERS AND ,\ fjf / y (�°/�\N \\I ORIENT, NY 11957 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL V \ / � �e �1 �(� CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NEPA NO,70-2017 PPVI .ODE 8.Bd COMMON NAILS IN EACH END OF 1-1/4•x O G C (NEC), LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), 20 GAGE STRAP @ ROOF TO WALL,WALL TO WALL,AND THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER WALL To FOUNDATION N (TABLE 3.38) �O ' � FOR 120 MPH FASTESTT VAWIND 5SFEE 5 PEED. T �\ APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORD STRINGENT `3 O F Q PROJECT TITLE REQUIREMENTS WILL APPLY. %/ \� '� O 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS O(n LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY WILL BE INSTALLED. -- -- 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE = 1 X / O ADDITION SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. ` 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES FLOOR I I G� Oej AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, J015T AND ANY OTHER APPLICABLE JURISDICTION. --- -- --- I _- G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES -_ _._. I •1 5HALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL V. / SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS \ ' �• SITE PLAN DRAWING TITLE ARE NOT ACCEPTABLE. ALARMS SHALL 13E INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. I j PLAN SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK ±%! V SCALE: I`I = 301-011 SITE PL. N STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA NATIONAL FIRE i / 1 ALARM CODE NO.72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING `� 1- EXISTING EXCEPT AS NOTED AREA,IN EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. -"-- CONTRACTOR SHALL COORDINATE WITH OWNERS ALARM COMPANY FOR SMOKE AND "-,_(-J UPLIFT CONNECTIONS BURGLAR ALARMS AS NECESSARY. BASED ON SURVEY BY: YOUNG *YOUNG, PLANNING, ENGINEERING, AND LAND SURVEYING SCALE C O N N E C T I O N S D E T A I L DATED: 31 JULY, 2014 23 JUNE,2020 i'=30'-01' SCTM: 1000-80-06-20 DRAWING NO. ZONED: R-80 AREA: 1 .75 AC (76,282 5F) ISSUES/REVISIONS 0 -•- EXISTING LAUNDRY/ MUDROOM EXISTING GARAGE TO REMAIN EXISTING LIVING ROOM EXISTING KITCHEN TO REMAIN TO REMAIN DOWN THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL NEW r) BE PROSECUTED 3068 202o ALL RIGHTS RESERVED Fl N <o C9 Robert I. Brown NEW ANDERSEN 400 SERIES Architect P.C. TW 3046 DOUBLE HUNG EGRESS WINDOW2Bay Ave. Greenport NY ENLARGE EXISTING OPENING m PROPOSED B 05 EDROOM 3� REPAIR AND PATCH AS NECESSARY (FORMER DINING ROOM) wO _ UP info@ribrownarchitect.com z m N 631-477-9752 3.5" CLOSED CELL SPRAY-IN FOAM INSULATION OR AS MUCH AS EXISTING LIVING ROOM TO REMAIN POSSIBLE IN EXISTING 2x4 WALLS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED NEW ALTERATION MUST BE NOTED,SEALED,AND 668 2668 c DESCRIBED IN ACCORDANCE WITH THE LAW. O j/ / / . / uj / / i` PROPOSED CLOSET PROPOSED CLOSET `� 0 0 /. o f W w �U i i , / 0.0 z / 4'-4" 7-7.. 4'-4 4- ' n O 4' 4 I/2" I/2 27"` : r"1� O 4'-10 112" 7'-7" V-3 I/2" 7'-5 1/2" 7'-7" 4'-I O 12" Tq .31 NEW 2x6 EXTERIOR CONSTRUCTION / 2" CLOSED CELL SPRAY-IN NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES NEW 2OG8 NEW ANDERSEN 400 SERIES NEW ANDERSEN 400 SERIES FOAM INSULATION (R 13) TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG FRONI DOOR TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG R-15 BATT INSULATION SIDING TO MATCH EXISTING CLIENT/OWNER REMOVE EXISTING COVERED PORCH 2730o LLC 27300 MAIN ROAD 20'-9" 19'-1 1" ORIENT, NY 11957 PROJECT TITLE FIRST FLOOR FLAN SCALE: 114" = 1'-0" ADDITION EXISTING EXCEPT AS NOTED DRAWING TITLE FIRST FLOOR PLAN SCALE 23 JUNE,2020 1/4„ DRAWING NO. ISSUES/REVISIONS EXISTING BILCO TO REMAIN EXISTING EXISTING SEWAGE OUT WATER HEATER U O N F-- N O x c i THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY z ARCHITECT.(INFRINGEMENTS WILOFTHE BE PROSECUTED 2o2o ALL RIGHTS RESERVED - — - — - — - — - — - — - — -F--—— - — - — - — - — - — - EXISTING (3) 2x8 BEAM Robert I. Brown Architect, P.C. 20 Bay Ave. Greenport NY into@rlbrownarchitect.com 631-477-9752 UP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, TOP OF NEW JOISTS TO MATCH UNLESS ACTING UNDER THE DIRECTION OFA TOP OF EXISTING JOISTS LICENSED ARCHITECT,TO ALTER ANY ITEM ON PROPOSED FLOOR TO BE LEVEL THIS DRAWING IN ANY WAY.ANY AUTHORIZED WITH EXISTING ALTERATION MUST BE NOTED,SEALED,AND EXISTING DESCRIBED IN ACCORDANCE WITH THE LAW. uj CUT NEW 4'-0" FURNACE U0 EXISTING OPENING IN EXISTING _ U ELEG PANEL FOUNDATION WALL ! `rn Z O w ` EXISTING (3) 2x8 BEAM z L'N ' ' N' ' / "F' / '/ N �'/ i ' i�r- 0 O ' ;' PROPOSED CRAWL SPACE' j 2" OURED CONCRETE RAT SLAB WATERGLLJ Lu % / �' z TANK CLIENT/OWNER REMOVE EXISTING COVERED PORCH ALIGN NLO CONCRET2E 73oo LLC WALL WIT EXISTING �I 23'-4" 27300 MAIN ROAD FOUNDATION PLAN ORIENT, NY 11957 SCALE: 1/4" = I'-0" EXISTING EXCEPT AS NOTED PROJECT TITLE ADDITION DRAWING TITLE FOUNDATION PLAN SCALE 23 JUNE,2020 1/4„=l'-O" DRAWING NO. ISSUES/REVISIONS EXISTING ROOFING AND STRUCTURE TO REMAIN EXISTING ROOFING TO REMAIN EXISTING 2nd FLOC R ROOMS TO REMAIN REPAIR AND PATCH AS NECESSARY NEW 2x8 FLOOR JOISTS @ I G"O.C. (2) 2x8 HEADER(TYP.) R-22 BATT IN5ULAT N IN NEW CEILING JOISTS 2xG EXTERIOR CONSTRUCTION 2"CLOSED CELL SPRAY-IN PROPOSED CLOSET PROPOSED BEDROOM FOAM INSULATION (R 13) R 1 5 BATT INSULATION (FORMER DINING ROOM) SIDING TO MATCH EXISTING TOP OF NEW JOISTS TO MATCH R-22 BATT INSULATI IN NEW TOP OF EXISTING JOISTS PROPOSED FLOOR TO BE LEVEL FLOOR JOISTS WITH EXISTING NEW 2x8 FLOOR JOISTS I G"O.C. PROPOSED C SPACE CUT NEW 4'-O"OPENING IN 8" POURED CONCRETE O EXISTING FOUNDATION WALL FOUNDATION WALL cn SEE PLAN (DRAWING A3) 8"x I G" POURED CONCRETE FOOTING w/(3)#5 REBAR CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON UND15TUPBED SOIL EXISTING BASEMENT TO REMAIN THESE PLANS ARE AN INSTRUMENT OF NEW CONSTRUCTION EXISTING TO REMAIN SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 202o ALL RIGHTS RESERVED SECTION A TOP OF NEW JOISTS TO MATCH TOP OF EXISTING JOISTS PROPOSED FLOOR TO BE LEVEL SCALE: 1/4" = 1'-0" WITH EXISTING EXISTING EXCEPT AS NOTED Robert I. Brown Architect, P.C. 2o,5 Bay Ave. Greenport NY inro@ribrownarchitect.com 631-477-9752 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. V �GyY'!<RrlrA moi\ Ll I E:l F-T LL-Li ,F ^ EXISTING WINDOWS EXISTING WINDOWS CLIENT/OWIyER ` TO REMAIN TO REMAIN 273 0o LLC 27300 MAIN ROAD ORIENT, NY 11957 PROJECT TITLE ADDITION NEW ANDERSEN 400 SERIES aNEW ANDERSEN 400 SERIES TW 2846 DOUBLE HUNG TW 2846 DOUBLE HUNG NEW 3068 GRADE SECTIONS FRONT DOOR ELEVATIONS 23'-4' NEW CONSTRUCTION SCALE 23 JUNE,2020 1/4" DRAWING NO. NORTH ELEVATION (FRONT) SCALE: 114" = 1'-0" EXISTING EXCEPT AS NOTED ISSUES REVISIONS EXISTING LIGHTING TO REMAIN F ---------- ;T EXISTING LIGHTING EX15TING LIGHTING TO REMAIN TO REMAIN ild EXISTING LIGHTING TO REMAIN TO EXISREMAINTING LIGHTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2020 ALL RIGHTS RESERVED DOWN Ll Robert I. Brown Architect, P.C. 20 Bay Ave. Green ort NY inPo@ribrownarchitect.com 631-477-9752 3 4A I ---I IT IS A VIOLATION OF THE LAW FOR ANY PERSON, J UNLESS ACTING UNDER THE DIRECTION OF A SD ARCHITECT,TO ALR ANY ITEM ON UP THIS DRAWINGLICENSED TE IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. li EXISTING LIGHTING TO REMAIN CLIENT OWNER ----- -- 2- -- 7oo LLC- - ---- 27300 MAIN ROAD ORIENT, NY 11957 ELECTRICAL PLAN_ SCALE: 114" = P-0" PROJECT TITLE EXISTING EXCEPT AS NOTED ADDITION DRAWING TITLE ELECTRIC PLAN SCALE 23 JUNE,2020 1/4" DRAWING NO.