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Home My WebLink About38575-Z ��. a4,�5�'�'�F�t'�C�� Town of Southold 7/27/2016 0 P.O.Box 1179 W, � 53095 Main Rd ��',fj�� ,o�'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38416 Date: 7/27/2016 . THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Equestrian Ave,Fishers Island SCTM#: 473889 SecBlock/Lot: 9.-9-27.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2013 pursuant to which Building Permit No. 38575 dated 12/17/2013 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: alterations and additions, including conversion of screened porch to a 4 season room, deck extension and covered porches, to an existing one familv dwellin a�s applied for. The certificate is issued to Borden, Linda Rutherfurd of the aforesaid building. SUFFOLK COIJNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0057 3/9/2016 ELECTRICAL CERTIFICATE NO. 38575 1/21/2016 PLUIVIBERS CERTIFICATION DATED 8/18/2015 Michael Graham . I Authoriz ignature � �r��-��,�C TOWN OF SOUTHOLD ��a`�' °a�� BUILDING DEP�►RTMENT TOWN CLERK'S OFFICE P� • �,� SOUTFIOLD, Nl( �a.[ ,�, �a°'� � BUILDING PEI�MIT (THIS PERMIT MUST BE KEPT OfV THE PREMISES � WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS , UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38575 Date: 12/17/2013 Permission is hereby granted to: Borden, Linda Rutherfurd 195 Cliff Rd Wellesley, IVi�► 02481 To: Adclitions and alterations to an existing single family dwelling as applied for per SCHD , approval. At premises located at: � Equestrian Ave, Fishers Island �CTM # 473889 Sec/�lock/Lot# 9.-9-27.4 Pursuant to application dated 10/17/2013 and approved by the Building Inspector. � To expire on 6/18/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $691.20 CO -ADDITION TO DWELLING $50.00 Total: $741.20 ilding Insp / I�orm No.6 TOWN OF SOUTHOLD 13U1LDINC DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIF'ICATE 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 sur.vey of property with accurate location of all build'ings, 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 electcical installation from Board of Fire Underwriters. 4. Sworn statement f�om plumber certifyir.g tha±the solder used in system contains less than 2/]0 of 1%!ead. 5. Commercial building, industrial building,multiple residences and similar buildings and instaflations,a certificate of Code Compliance from architect or engineer responsible for the building_ 6. Submit�Planning Board Approval of com}�leted site plan requirements. B. For existing buildings(prior to ApriY 9, 1957)non-conforming uses,or build'angs and "pre-existing"land uses: l. Accurate survey of property showing all property lines,5treets,building and unusual natural or topographic features. . 2_ A properly completed application and consent to inspect signed by the applicant. lf a Certificate of Occupancy is denied,the Building]nspector shail state the re`asons 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 ofOccupancy on Pre-existing Suilding- $100.00 3. Copy of Certificate of Oceupancy-$.25 4. Updated Certificate of Occupancy- $SO.QO _ 5_ Temporary Certificate of Occupancy-Residential $15.00,Commereial $15_00 Date. �G��"' �J�� .2t'�'��J' New Construction: Old or Pre-existing Building: (check one) Location of Praperty: ��'"I'�J t"�6�l�C�s"�1,��` ��U C7 ��S�Y�I�Ca �SL.�� House No. Street Hamlet Owneror Owners of Property: �� .'(,J"��"��1�''j'"j `�+')��'T?,�-j� Suffolk County Tax MapNo 1000, Section �� " Block � Lot `�� j " Subdivision 1�� Filed Map. ln�C� Lot: y��U� Permit No. -� �� Date of Permit. Applicant: Health Dept.Approv�l: ��'�}— �� 'Q�� Underwriters Approval: � Planning Board Approval: • Request for: Temporary Certrficate Final Certificate:�_ (check one) 6� � /` Fee Submitted: $ ,�� Applicant Signature , ��p� SO(/P�„o � �o !� Town Hall Annex Telephone(631)'765-1802 54375 Main Road � � F�(631)765-9502 Po.B°" 11�9 c � �Q roqer.richertCc�town.southold.ny.us Southold,NY 11971-0959 �' -- o��4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued ro. Linda Borden Address: Equestrian Avenue City: Fishers Island St: New York Zip: 06390 Buildmg Permit#: 38575 Section: 9 Block: 9 Lot. 27.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD EleCtl'IC License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 34 Ceiling Fi�ures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Smgle Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 34 Twist Lock Exit Fixtures TVSS Other Equipment: �- EXhaUSt FaCI, 20 KW Stand By Generator with Auto Transfer Switch Notes: Inspector Signature: Date: January 21, 2016 z Electncal 81 Compliance Form(2).xls � ��1�F��,�� - .:�.;. �� t�»s p;.4 �.;.i.,w;�,s,3`m � M1�"�*�vh ��`r�� Taevn�tott,53043 Main Ro�d � ��_"��- -;�r�� Fax(tF3t)TFiS•1SZ3 P.Q.Eax!2?9 �,_.�"_.. � r Tc�cpt�ortc(G31)7f,5-itoQz cpt i;ScwcTit►lcf,N�:x York!l971.(1959' :"q�,�j . �+'�( � ,�,�� - I� - -._._..__.. _... __.. _. ,j � - ,' . '! r. ,j �� i � ' `' F E� � O 2�116 ', . `; aUlt.t)tt�tG D��a�'t'M��'T . �_;� ...,. T'�ii�t�l� st�tT`�`x�3x,�3 , , �t F � f i t �._,._ ._,._ _. ��- __. _ ._ .� j i i ' CERTIFICATION Date: � ' Building Permit No. �� . Owner: �(�/� t'�, -�c-��`(� � , (please print) Pluxnber: � (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Pl ' r gnature) 5worn to before me this� day of -Zt-C`� , 20� Embos��d Hereon Is My Sqta Of Conr,echcut Notary Pub6c Seal hhy Commission Exp�res PAa�h 31,2D18 ___��.�,�1 �� er�� ,�_ JASON W.DRENA ,-�� Notary Pu�lic,��.,t�,� �irydi��, County �% � � , �OF SOUT,�, 1=��r""'� � � �V �� ? �� o� o � � �o � � � . - � � �e _ °�y�o�,�� TOWN OF SOUTHO�.D BUILDING--DEPT. 765-1802 IN= � . SPECT10111 [ ] UNDATIOId iST [ ] ROUGH PLUMBING [ FOUNDATIAN 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAIdT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � [ ] CODE VIOLATION [ ] CAULKING C� ~ REMA : � '` � �� " � � �� v �� ,� ,,,�°�,�.��,,. � �� DATE �� INSPECTOR � - S"�� o��OF SOUr�,olo _ - - . '� '� . . � • �e �'y�OUMV,�� TOWN OF SOUTHOLD �UILDING =DEPT: - 765-1�02 1 N�SPECTION � [ OUNDATION- 1 ST� - [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIIVINEY� _ [ ] FIRE SAFE'l�YY INSPECTION [ ] FIRE RESISTANT CONSTI�UCTION [ ] FiRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGFI) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI G � � REMARKS: � � �� 5� � � . � b , _ , DATE � INSPECTOR - _ �� _ � ��f SO(/Ty ho� olo : � . # # �. • �o ��'y�OUMY,Nc� � � TOWN OF SOUTHOLD BUILDING DEP4. 765-1802 . IIV.SPECT -N [ ] FOUWD ON 1 ST [ R H PLUM�ING [ ] F DATION 2ND [ INSULATION , [ FRAMING /STRAPPIWG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION � [ ] ELECTRICAL (ROUGFI) [ ] ELECTRICAL (FIIVAL) [ ] CODE VIOLATION [ ] CAULKIPIG REMARKS: � � - ��—� �'.9�'�id�, � � �� .�1' � � DATE `� � INSPECTOR � - �LD Il�ISPE�QN 2aEPORT DATE CONIlV�NTS ' �� ro G � - ` � tn � �'OU1�ID,A�'IOlaI(IST) —� � , - - '� � . � ! ' �� 1��M�1�P��w��a�� ` \ �� Vf . �ovrmAz7or�(xrm) ��. . � ' � 0 . d � � . . . � �'\� ; . � � • ROUGH FR�1Nr1NG& � y PLUMBING � a . � � • �`�- . - � - � IN�TJLAI�I0�1 PE1t N.'Y. `"� STATE ENERGY CO�SE � . � ,. `�1`,v , ' 4 ,\^`+ . . ' v .Y �� , - � j �� . � . � � �� , ADDITIbNAL COMM�NTS ' � � � d °� e � � � �'�'` C� o'� C Gl �l� 1/`�- ,' ' �z 1�rn . � � . -� , . G� " • , , � � �o��' . : ' �o � . . � . , ' � � . , • �� , t � b � , � _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TQWlv HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMITNO. c3g5�JT� Check Septic Form � N.Y.S.D.E.C. ' Trustees Flood Permit Examined �yl�7 ,20 �3 Storm-Water Assessment Form Contact: �� Approved �2 Il '1 ,20 I 3 Mail to: Disapproved a/c Phone: Expiration 6 //� ,20/� �� Building Inspector � oC�( 1 7 2013 �PLICATION FOR BUILDING PERMIT Date �G-��e.V- �S+h , 20 ��j 6LDG.DEPT INSTRUCTIONS TpN11�10F SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. � � c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this 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 t'he 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 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 for necessary inspections. K 1°'iI�h`�v�-h,�►�v� �►�hi-�e,��-s.`��LG (Signature of applicant or name,if a corporation) �30 �.J��- ��`�� - �vi� lo,�� •IY (Mailing address of applicant�„� ��I�v State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ��G�1�G`�" Name of owner of premises ..L j N�j6� �Z�}-�"�i�R`�'U�Z-D �$�i i� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio of land on which proposed work will be done: �3��1 s ��;s��l �1��.v�i �is�v�s isl-�,�N1� . �11I House Number Street Hamlet County Tax Map No. 1000 Section �(�� Block � Lot 1.�".� Subdivision hjG� Filed Map No. s-�� Lot n j� 2.��State existing use and occupancy of premises and intended use and occupancy of proposed construction: , a. Existing use and occupancy �j j�01��, �o�tm j �9 b. Intended use and occupancy �OIr.�Q. o�S �X15'rina.l � �,�0 G�o�. 1� USt'� 0�' OGGU�� 3. Nature of work(check which applicable):New Building Addition�{ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this a�plication) , 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars h�� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ►n�G, � r � �� '� 7. Dimensions o�existing structures, if any: Front �� -� Rear �p� - °� Depth 5°I -� Height 2� ��Z" Number of Stories � � u , �► Dimensions of�same structure with alterati ns or ad�ditions: Front �'� '-3 Rear .°� - U 3I�1 De pth 6�J'�'��2 Hei ght 2.��^�2 Number of Stories 3 8. Dimensions of g,ntire new construction: Front'I2��1� -I-��J��3j�� Rear 20�-t�'��Zj1 Depth��?5�4��-}' 1�1��-�� Height 2�-d'1��2" Number of Stories 3 Z`�'-�" 9. Size of lot: Front��'0.2�1 R � ��,��1�,Rear �5'.�(�o" Depth ��J2..Q011 10.Date of Purchase Uh��%.�)V� Name of Former Owner �)��•�►'��)h 11.Zone or use district in which premises are situated �-L{� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO� 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO� 14.Names of Owner of premises �v� �. �v- v�Address 3�LIS ��ar,��-�via��`Phone No. Name of Architect�in�lv,`�i a,c�-f,ic-r� ,�r�. Address��rn13�h<�,5�� Phone No 2/12 ro�15 2q�g Name of Contractor "T�� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X 'N,rt}�- -�.p * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. ��, ��a��d�e, b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x � � * IF YES,PROVIDE A COPY. �11� �s-�p�v�2�o�/ v STATE OF NEW YORK) SS: COUNTY OFNZ V'I �i/UCQ� �n �j� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ��'G��('��t' (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq before me this ' l� y of 20 � n r � - l Notary Pub ' Signature of Applicant RODRIGUE LOMBARD JR Notary Public,State of New York Qualified in Bronx County No.01 L06107330 Mv(�nmm�cc�ru�Gvnira_q!14_7CL')(11R . S j ! . ��F ��y� � ; Town Hal!A,nnex � � Telephon�(6�1�765-1802 54375 Main Road � • P.O.Box 1179 , G � roaer.�ichertrta�"�6a1>�65-Q5��, '�-�- . cn . @ OWfi.SOuUIo .nv.us j � so�oaa,rnr iis�i-osss �r� �� I �� -'I 1. �u�m, �� f I � i'� �,�, �FEB 1 0 2016 �'.� I � , BUII.DING DII'ARTi�N'�' � � k � , . TOWN OF SOUTHOLD , � �� , ��-- -- � APP�ICATION FOR �L�CTRICAl. 1NSPECTION --�— - . .� . i � REQUESi'ED BY: �h�� (� � ��,� Date: -- ,� � � Gompa�y iVame: � �. . Name: � � �� i� License No.: �� Address: �t� �� . i ��, ��n � 6� � Phone No.: . � (�3f— 8d--7 l9 �/! � F3�� —v�1—�a� JOBSQTE �NFORMATION: (*Indicates required information) *Name: �,L� cf- �L �ut� �� . , J (, ) c�,�� '�• i '`Address: �u►es�Yian �t� -�r5 ��Cr�e (�� *Cc�ss Street: � *Phone No.: ' Pem,�t�lo.: _ 3 8s?5' Tax�Map District: 4000 Section:_�_ Block:�_ Lot: ,� � -�. . *BRIEF DESGR�PTION OF 11VORK(Please Prin��lea�iy) � p � � � ._,� �1---�a-��'SG �':y�Q�,� \l�5 6��l1�� .� ° d�2�; �xr-1� - - n- �y-c„r- �,d-Ja-n� � _GGes5C.�1 6 �e�onn.a � �On � � cnc�.�- � tPlease Circle AI!�hat App1y) � � � #Is job ready for inspection: yE / Np. ough in Flnal *I�o• ou need a T � � y emp Cert�cate: . YES NO - � . i'emp Information(If�neetledj � • � �Servfce�ize: 1 Phase 3Phase 100 950 200 300 350 400 Other kNew Servlcee Re-connect Undergrour�d Numi�er of Me#e�s Change of Service Overhead Additional Inforanafion: � PAYME�iT DUE WiTH APPUCATION �i r��n.S - �e,rti�c�c►.�c�n ��/�1-�+r��v- ,�.-�e�w-- �lc�,►�-�-�dn . (�11 82-Request for Inspectlon Form � � y�, �� J�✓ V�yo I � I � � ��.�� a Scott A. °su`�� Russell �d �y James A. Richter, R.A. SUPERVISOR � � Michael M. Collins, P.E. � � SOUTHOLD TOWN HALL-P.O.Box 1i79 0 53095 Main Road-SOUTHOLD,IV�W YORK 11971 Telephone#: (631)-765-15b0 �O � Fax#• (631)-765-9015 MICHAEL.COLLINSO'TOWN.SOUTHQLD.NY.US '� � JAMIE.RIC�iTERQ'T04VN.SOUTHOLD,iVY.US Office of the Engirieer Town of Southold STURMWATER MANAGEMENT CONTROL PLAN N;EVIEVt�COVER SHEET t TO BE COMPLETED BY THE APPLICANT ) T0: ENGINEERING DEPARTMENT PLEASE ATTiICH THE FOLLOWING DOCU�fEMfS or INFORAfATION.• FROM: BUILDING DEPARTMENT � Copy of completed App(ication for Building Permit DATE: November 18, 2013 C�l Stormwater Managemenf Control Plan . APPLICANT_ Linda Rutherfurd Borden � Completed Chapter 236 Stormwater S.C.T.M. �: �CLG� --G� - �--� � , y Review Checklist � PROPERTY ADDRESS: 3745 Equestrian Avenue Fishers Island BRIEFPROJECTDESCRIPTION: Proposed porch additions, bedroom addition and addition to existing deck. *� �R E GI ING DEPARTMENT USE ONLY ''�** � Reviewed By: Date: L Ap roved- A di ' nal Information Required: ....�„r . i"suEFor.� �. �°� �O r� DATE: November 18, -2 013 `V? = �� H�AP1'E� 236 : y � ,rn G a �+ APPLICANT: Linda Rutherfurd Borden a�c��l�,�� a7��a�er Revievv Ch�ck�isf - S.C.T.M.#: 1000-9-9-27 . 4 PHYSICALADDRESS: 3745 Equestrian Avenue Stormwater Management Cpntrol Plan Requirements Yes No NA if No or NA,Please I'rovide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: X a. location and description of property,boundaries X b, total site acreage ' X c. existirig and natural and man-made features on and within 500 feet ofthe site bound as re uired in 236-17 C 2 , X see accompanying mapping d. test hole data indicating soil characteristics and the depth to water x e, proposed limits of clearing and the total area of proposed land disturbance X f. existing and proposed contours of the site(minimum 2' inierva]) x g. location of all existing and proposed stractures,roads, driveways, sidewallcs, drain e im rovements and utilities X h, spot grade and finished�floor eIevations for existing and proposed structures x i. location of the swimming pool dischazge ring X no swimming pool on si e j. location ofproposed soil stockpile area(s) x developed site . excess materia remov d k, location of the proposed consiruction enirance/staging areas X existing driveway L location of'the proposed concrete washout area X m. location of al]proposed erosion and sediment control measures x 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all im ervious surfaces enerated b a two-inch rainfall X 3. Detail drawings (rg�.L�i ed for,plan annroyall provided for: a. erosion nnd sediment controls x b. canstruction entrance - X existing drive c. inlet�structures(e.g, catch basins,trench drains, etc.) x d. leachirig structures(e.g. infiltration basins,swales, etc.) X 0 , REVISED 7/24/2013 �., ��„a��;° ,,.�'"' � ' . ' TRANSMITTAL Project: 190 � Drawings Re: Borden Addition ❑ Shop Drawings To: Town of Southold ❑ Specifications Building�Department ❑ Samples Town Hall � Application forms&check Southold, NY 11971 cc: Via: � FedEX ❑ Fax _ , ❑ US Mail From: Gisela Predieri ❑ Messenger Date: 10.15.13 � We are sending the following: QTY DATE DESCRIPTION 4 10.15.13 Permit Set prepared by KRA 4 10.15.13 Site Plan prepared by CME 1 10.15.13 Application for Building Permit 1 10.15.13 Application for Certificate of Occupancy 1 10.15.13 REScheck Compliance Certificate 1 10.15.13 copy of approved Site Plan by the Suffolk County Department of Health Services ,elt�su.x�2S,i1Y "�C�� 3'.�SxbS�pYg . .�✓. ^ � �� . . . � rf� .�..�E� sx s i >r��'�l�' f3�'%�v� ri! .�e 3.. '.'I: � ' ., .<:�'. �'§� . i t� �� i?�i€ _ . . >.:asi;'-=�sx•s. ?��...s.� - � 9�" i��:.t,j}u .<3 ,.i. ��.;� ;tt u•` �_� , „'� � October 15, 2013 � Michael J.Verity Building Department Town Hall 53095 Main Road Southold, NY, 11971 Dear Michael, � We are please to submit this application for the Borden Addition, on Fishers Island, NY. , Enclosed for your revision are 4 sets of Architectural drawings prepared by KRA, 4 copies of the Site Development Plan prepared by CME Associates Engineering, the REScheck Compliance Certificate,the Application for Building Permit, the Application for Certificate of Occupancy and also a blank check to cover the required fees. Suffolk County Department of Health Services Permit#R10-13-0057. Copy of approved plan enclosed. ' If you have any questions, or need any additional information, please don't hesitate to give me a call. Sincerely, � ' Bruce D. Kinlin,AIA n��fi,:(�:?�•.£�FC%€Z�Yt+ i•...A:�<Faw•V� _ :�L� .wf .�v >.,i . . ��,n.. �_ ii�+?ie�� a��.:r �i�e.:t ��-:<r;�il°� � x t'� . �;€ � ' a „ .mE�. i-i '>J'��%.,T's, I''.1� i��.'�ii� :>> ;�Z`s: _.:s€Ea't>d �e.�s.�.43:i. "�iT7 1 � { ��pF SOU,*�,�� Town Hall Annex � o Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0l� ��Q COUNT�,� August 26, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Linda Rutherfurd Borden 195 Cliff Rd Wellesley MA 02481 RE: Equestrian Ave, Fishers Island 9.-9-27.4 TO WHOM IT MAY CONC�RN: � The Following Items(if Checked)4re Needed To Complete Your Certificate of Occupancy: �� Application for Cer�ifiu�te of Occupancy. (Enclose - � Electrical Underwriters Certificate. � �— - - A fee of$50.00. �,� � �� inal Health Department Approval. �� n � ,/ T-"`-� � � G��Plumbers Solder Certificate. �an pe�mits in�oi��ng� umbing after 411/84) . Trustees Certificate of Compliance. �rown Trustees#�ss- Final Planning Board Approval. (P�anniny#7s5-1938) Final Fire Inspection from Fire Marshall. Final Landmark Pra��rvation approval. Final inspection by� ��iiding Dept. Final Storm Water �unoff Approval from Town Engineer BUILDING PERMIT — 385�� —Additions and Alterations ��'De.r� ��c��,N� �- � L ��yr� ��1-�'- �� .F, , , �� ,�� ;. _ �,:sw. �, � . _ . �.x..r � �. - �. _ . ; _ � � � . . 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LENGTH FENCE - � � a' � '� o - �R TD CENT POSTS DRNEN MIN. 16" `6 � M � � Q� Q o (�' � + � + �� ER INTO GROUND TOP OF � N8fi 20 40 E � W cfl v � BANK � \ � 35.46� .� � V � � �i \�o� � --a- V �l1 w � � � � _ _ O � o 7 � _._ 6 � w I PLAN ��'� �� - _- _ - -8- SITE � � � N = W I� `L z �- - � � � CAST /�� HEIGHT OF FlLTER = 16" MIN. � \ � - - �--M � � H w CONCRETE COVERS ��ii/�/� �j � � T KE � _ �. _._- -�2- w � `*� � ��\��li;��,C�,�il��!i�i� � I � \ \ � - - .r _ _14- ' c� rr � � ��``��j,��!/�,/�/ �5'-Q'�� \ \ � - - - � � Y o P LAN � � � - ,6- �,� O 6" MIN. \ \ � � � _ = w- - - � � T \ N � � 1 � v ° � COVER LOCKING CASTING � - � TO GRADE TO GRADE ❑❑ o 0 0 ❑ � � _-�a- � � IF DROP 'T' PERSPE�TIVE VIEW o°o° o 0 0 °� N 1 I \ �o \ � IRON � � o I S U S E D F I N I S H E D G R A D E _ � P I P E J � � CHIMNEY O❑ OO� ❑❑ `� ` �,� \ � � � � (FOUND) >_ � 4 x 4 12.6/12.6 A. WI E MESH I o0 0 0 0 0o C° � � � �, � - � ` � � - 20 6 x 6 6/6 G WIRE MESH WOVEN WIRE FENCE (MIN. 14 � o❑ o 0 0 ❑❑ � � \ � / -20_ � w Q 20 6" 1/2 GAUGE W/ MAX. 6" MESH O� O O � ❑❑ � � � � � min. m n. � S P A C I N G) W I T H F I L T E R C L O T H � ❑❑ � 0 O ❑❑ � / \ � � N M 36" MIN. FENCE POST o ❑❑ o 0 0 ❑❑ S�AKE 26\ � \ / _ � M ch INLET 3'� VENT��! 3�� VENT�� OUTLET UNDISTURBED N / I 28 �j�0� � \ \ � l � LIQUID LEVEL FLOW-_ � GROUND I�-s�-s°�--� �'ti � LOCATION MAP SCALE 1 "=400' v � CONTINUOUS HOT � gAFFLEL� � \��\//j .:: Z ' I \ �' \�2\ j � ASPHALT SEAL LINED WITH � � COMPACTED SOIL '•:� \j�� a � � TEST F'OLE DATA 02 26 02 ic� I : ��8�� P�� EMBED FILTER CLOTH �\/\/\ \i : w LEACHING POOL DETAIL � � � 4" SCHEDULE #40 ' � ��r\�j � o NOT TO SCALE I � � � _� R. STROUSE P.E. L.S. � � /�4� � 24 - � . �*��:$�.'$",�yt��+d?' �' INLET BAFFLE •• 60' GAS • � A MIN. OF 6" IN GROUND � I TEST F'OLE #1 �yy.� .1 DEFLECTOR 4" I .. � � � �26-� ' � � 0"-12" TOPSOIL ��'� T� .� •_ • sEc�� v�Ew N F \ `- - -� � 4„ � 5'-8" �� „ / � I \ - 12"-3C" SANDY SUBSOIL '��'� r � 3 CONSTRUCTION SPECIFlCATIONS ROBERT W. ANTHONY LOT #27.4 _28_ 30"-1 A' FINE SAND • ' '' � „' CROSS SECTION (SINGLE FAMILY I J \ _AREA- 45,790f S F , , � : I I 11 -13 COARSE SAND WITH GRAVEL y `°�-� MUNICIPAL WATER & ON-SITE SEWAGE "�� -30- 13'-17' COARSE SAND �� 'F� : 3� �,`� 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE DISPOSAL SYSTEM) I / c^ . S � TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U` lYPE OR � � B E N C H M A R K -� -- _� �'�i'� �1��-� 100C1 GALLON HARDWOOD. � - �'' / / � TOP OF IRON ROD 32- ON SITE SOILS- ,P p S /` A��` - 2 C O M P A R T M E N T 2. FILTER CLOTH TO BE FASTENED SE(:URELY TO WOVEN WIRE FENCE WITH TIES / / / ELEVATION=36.41 _ �_ R2 B R I V E R H E A D V E R Y S T O N Y S A N D Y L O A M 3-8% S L O P E � -�'' `" SEPTIC TANK SPACED EYERY 24" AT TOP AND MIU SECTION, FENCE SHALL BE WOVEN WIRE, N , - _34 RpE RI'JERHEAD & PLYMOUTH VERY BOULDERY SOILS 15-35� SLOPE _ 6" MAXIMUM MESH OPENING. � ' � / / / / � \ � NOT TO SCALE 3. WHEN TWO SECTIONS OF FILTER CL�TH ADJOIN EACH OTHER THEY SHALL BE �' �ILTER XPMIRABIY100XIN TABILNKA 1�LON,DORILAPPROVEDHEQUIVALENT.EITHER ` �� / / / / / � / � � \36 M N MAP REFERENCES � 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED /��V\�� / / / - ` � EQUIVALENT. .p�v '� �z8� � � / � � 1.) MIN�JR SUBDIVISION OF HAY HARBOR HILLS, OWNED BY THOMAS p� h� � �-� 0. PYLE AND REGINA S. PYLE, EQUESTRIAN AVE, FISHERS ISLAND, 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN \�C� � � ,� � / � � �� \ STAKE N/F "BULGES" DEYELOP IN THE SILT FENCE. � � NEW YORK. SCALE 1 "=40', DATED OCTOBER 1977. �' \ � 30 / � i � PROVIDE SILT FENCE O. DONALDSON AND BY CHANDLER PALMER AND KING. z STAKE � � � ` �32_ � / MAINTAIN THROUGHOUT o� ' ' W � / � CONSfRUCTION (SEE DETAIL) � o MARY JO CHAPOTON 0 - � �34� __ � �__ __ / / M (SINGLE FAMILY 2.) SITE PLAN PREPARED FOR LINDA RUTHERFORD BORDEN; � U) 1 � �PROPOSED DECK DCPANSION / � -40-� '� MUNICIPAL WATER & ON-SITE SEWAGE EQUESTRIAN AVENUE; FISHERS ISLAND, NEW YORK; CME/ CPK Z `� � � PROVIDE SILT FENCE LIMITS OF (SEE ARCHITECTURAL PLANS) , � / � \ � DISPOSAL SYSTEM) DESIGN GROUP; NORWICH, CT.; DATE: FEB. 27, 2002; SCALE: 0 O MAINTAIN THROUGHOUT DISTURBANCE- � / � r: � 1"=20'• SHEEi� 1 OF 1• ADDITIONS & REVISIONS TO 09/15/03 � w � ` � CONSTRUCTION (SEE DETAIL)/ 4�0\ SF�,�B\ �� / N �I � � z � � � ` � �_ �� ` N NOTES w - � � � PROPOSED HOUSE ADDITION -/ � �.� � O � Q w 0 � N 7 9 2.7 3 � 1 ADDITIONAL BEDROOM `�� DECK 3• v�i 1.) T H IS S U R V E Y W A S P R E P A R E D F O R T H E P A R T I E S A N D P U R P O S E z � Z z � � �N 4�fQ.9� � - � (SEE ARCF!lTEGTURpL PLA.NS�� - -t - --• � / � INDICAi�:i1 HF_REGN. F,N'Y EXTEfJSIGN OF THE USE E3EYOND TH�� Q � � \ � � _� _ PORCH v PURPO5�D AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR � � �- � � , � __ �� I ,f' ,_.- FF rEl=41,pp�f EXCEEDS THE SCOPE OF THE ENGAGEMENT. w Q � � g � Ao PROVIDE DRY WELLS � � I%"r,�•'`�, : -' ,.' ' �'� PROPOSED HOUSE ~ � w � � W �p�o, ( \ � (2) FOR ROS E DETNLSE �� 'f�r4 BEDROOMJFRESIDENCE��,�fr' �D PORCH ADDITION 2,) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY � � _ � � WIRE \ � \ � � � C , \ � � '` FOUNDATION i`�; _ \ (SEE ARCHITECTURAL PLANS) PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED a" F- w � O � � � , ,•',, : ; LIMITS OF �n w 1 � �6 � ,,j� LOCATED 12/03/03 / ; LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. � � � \ � f� .. , ,. ; - DISTURBANCE (460f SF� � � _ � \ � 1 � ,r°" ;,' �,_ ,, ` •' ,� '' ` ,.� 25.3 �i, � PROVIDE 10 LF. t ;� .' :� ;` ,�' f�' r' ' ��.:' r' ; ' �/ M � O POLE �ON � - „ r ; ,,� , r ,�' ,'',r'` , � ,��- � 4 PVC- �IINIMUM � ;�-`,,',,�£ , _f' ,� ; : : ; I STONE 3.) ONL_Y COPIES OF THIS SURVEY MARKED WITH THE LAND � � 281 P PE � PROVIDE 1000 GALLON SEPTIC TANK „ �' ,.� , ; r ::' ' � f ' ,r' ,'";' DRIVE � � PITCH 1/4 PER FT. ---��`�� SURVEYOR S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Q � (FO�D) \ ' CONNECT TO DIST. BOX WITH HEAVY o� i;.' , F.F. EL�42,25'f ` I I ARE THE PRODUCT OF THE LAND SURVEYOR. Q � DUTY 4" PVC (C-900) WITH RUBBER O� �' COMPRESSION GASKET JOINTS- p #1 '""'� B r - - - ��•'�,� � � PROVIDE PRESSURE TEST. MINIMUM, � I � �J I STONE 4.) COQRDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND z � � � � \ PITCH IN PIPE- 1/8" PER Ff. � �� -- ,I WALL GEODETIC SURVEY TRIANGULATION STATION "PROS". ,J 1 � \ � �� 1 � � _� � \ � /� - -"� ��. J I PROPOSED PORCH ADDITION 5.) SIT� IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX / � � \ o � � � � SEE ARCHffEC'R1RAL PLANS) MAP 1000, SECTION 009, BLOCK 9, LOT 27.4. . � � \ � � ��'� � ��i CONCRETIE \� 1 E I � � .�� \ \ � /�� WASHOUT �AREA \ EXISTING-� 6.) TOTAL AREA = 45,790 S.F.f. / � / � � 1250 GAL. SEPTIC TANK, �-- _ _ i � � � � i � � J � F DISTRIBUTON BOX 7.) SITE IS LOCATED IN R-40 ZONE. i � �� \ � �- �" j/ EXISTING � � AND 2 CHIN � � •� / � 1 PARKING � .e0o�s �r 8.) BASE FOR ELEVATIONS - NGVD 1929. '�•� � .�,� >>� ,� \�,c, �� I MEASURES FOR SEPTIC SYSTEM 9.) SIT!= IS SERVICED BY MUNICIPAL WATER & ON SITE SEWAGE cn Z w � \ 9\� � / ��\�� /`/ </ / // /� \J/ \ AC- 21.5'- TANK INLET DISPOS.AL SYSTEM. � o � � s� � Z a z � � � � / \� J � � H � BC- 20.1'- TANK INLET � cn DRAINAGE CALCULATIONS � � / � / / o � � �i / � / � \ / �� 1 �� AE- 28.5'_ TANK OUTLET 10.) TGTAL AREA OF DISTURBANCE- 4,460f SQUARE FEET. W � ROOF AREA = 1730 SF � / BE- 28.0� TANK OUTLET � � w PROPOSED � ROOF LEADER REQUIRED = 1730 sF x 1.0 X 2/12 = 288.3 CF '� / J �✓ �� AF- 35.0'- DISTRIBUTION BOX 1 1 .) AF'PLICANT: LINDA RUTHERFURD BORDEN _ ADDITION 288.3 CF / 28.27 CF/VF = 'i0.2 VF � / l `a BF- 35.5'- DISTRIBUTION BOX C/0 KINLINRUTHERFURD ARCHITECTS, PLLC • USE TWO(2) - 6'm X 6� DEEF DRY WELLS. � � / PQ�E J PROVIDE 1 NEW AG- 46.5'- LEACHING POOL 330 WEST 38TH STREET w ,� �( #280 \ LEACHING POOL BG- 45.0'- LEACHING POOL N,=W YORK, NY 10018 � \ APPROX. LOCATION CONNECT TO DISTRIBUTION � \ AH- 55.0'- LEACHING POOL 2�12-695-2988 � � � 6" PVC WYE BURIED UTILITIES & BOX- MIN. SLOPE IN PIPE , d ao fOVERFLOW � \ � WATER SERVICE 1/8" PER FT. BH- 55.5 - LEACHING POOL � � � � � � � 1 TO LENGTHT MIN. 6" SOIL COVE:R � � � Z �OVER DRYWELL �LOCKS AND CATCH � � � 42 1 N 666.57 ^ � E.iASIN GRATE TO GRADE � � �IR N� � W 4136.30 � �'�T'�� -��,�j�,, o FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL � �IPE �4p� 96,44► \ �`� �� J Q �, � (FOUt�tB}- • o � O � 3g� � � ��;W� F- o � \ 1�-- �Z �G �3 a � � ooa �3s� � � \ � � � - 28.00' o � POLE �. STAKE 90' BEND � p O O O O � C�CR�- w �-2� _fl a°Oo 0 0000 O OO O OO O � � � A�K � - 0 00 cn cn o 6" SDR 35 PVC �o _ SLOPE AS REQUIRED � O O O O O , � m � `` � � � � � �° O O O O O � �-- o � o J z w 1" STONE OR p O O O O o I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL � � � o o n Q w � w SCREENED GRAVEL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE � � o w � = o � 1� 6� 1� � m o o c� c� � AND WILL ABIDE BY THE CONDITIONS SET FORTH DATE: AUG. 14, 2013 STORMWATER DRYWELL DETAIL 8' THEREIN AND ON THE PERMIT TO CONSTRUCT. �- _ _ NOT TO SCALE _� � SCALE: � ��=ZO� QUALITY CONTROL CERTIFICATION - APPLICANT - - _� .LESzEd.� GROUP EVIEWED DATE N/F NOW OR FORMERLY PROJECT MANAGER � � y SURVEY �� SQUARE FEET S H EET ENVIRONMENTAL civi� � I � MONUMENT � OF � STRUCTURAL � ARCHirEcruRn� -�-- BUILDING SETBACK LINE �► ,�� -1- ��i� n f � � � � � , � �o � p ^��ayn�� HAY HARBOR •�U U v FLOAT � �� l X c� w»r-�� BOTTGM pF EXISTINC STEPS �__� � � y. r+e m�0...m.�_� iI FANK &DOCK �Q-1 a7 d u ' o�r'"9'�.1:.;°+, .�s�..jiJ.'v�4`e�4,.ds',..:`".'Z��d'ts::i i �7�' � t. ; g �+�' � �s��,�s!�{��e°�'�I�� ` � � , . � ' w.� ¢ � A �i�#'y+�tlJ:°�t.. `�'';`2:::�t._ ,r,._.. � �,,, y I ? � ' ' r, �y — y � �ay�a � �R'';t.��:..f1?%j�a.}i�+`f�a:`��+'2 � TOP OF N8G20�40'E � a } .,Ci_+a'a"i't .-L i -.t� � �k4 § d a � �� 9 r er�K m , i 'A w°#t4.��'�$� lJ +� �1U ` ./ ,�.._ i 3546' I � Q) � � ~ ^ -...++....�..�.�, �.e.P.a'��k":�a 9��11'�t� O�J� � � �� 66 � I 'V � Z U � ' ..�""""'�«��.,�.�, � � �� ti`� ' � ' p C/] � 9 � ��'Ec viY.',�.�,,,�'.;�x L3a�',�w'�ac`'.s'::S`c:�:�c.:.;+'^•er.�.�;. .. 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PYLE AND REGINA S PYLE, EQUESTRIAN AVE, FISHERS ISfAND, � � O DONALDSON AND NEW YORK SCALE 7"=40', DATED OCTOBER 1977 � � a MARY JO CHAPOTON BY CHANDLER, PALMER, AND KING z ` � ` n (Swc�FAMlLY 2) SITE PLAN PREPARED FOR LINDA RUTHERFORD BORDEN, 0 MUNlCIPAC Wq7ER,¢ON-S1TE SEWqCE EQUESTRIAN AVENUE, FISHERS ISLAND, NEW YORK, CME/ CPK LC ` � �� OlSaosaL s15reM) DESIGN GROUP, NORWICH, CT., DATE FEB 27, 2002, SCALE \ � /�� 'rI N�� 1"=20`, SHEE7 1 OF 7, ADDITIONS & REVISIONS TO 09/75/03 m w Y � N 792 73 � ' N ` W a360 s8 � � " NOTES �p �� DECK 23 8' y � Q ;} URY wELLS �oK . 1) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE z � � ¢Z J ROOf DRAINAGE 'p !��'�'� ' PORCH �o� r;;`:;i"�.�5,�:�,�,gy '}'y�o d� INDICATED HEREON ANY EXTENSIO N O F T H E U S E B E Y O N D T H E � � ¢ c u r �• • �';.:�`�L��'�''��"e a�`'�;�;x P U R P O S E D A G R E E D T O B E T W E E N T H E CLIENT AND THE SURVEYOR ~w� LL �o � ;;Y�:$:t�., t,....z3:��T.r.��`�u�`� wiRE �� -xE�pfi�iNO;�RES(06HC@.,'<'r;Y..�r- EXCEEDS THE SCOPE OF THE ENGAGEMENT c¢.� � �-z / ( �`1'r;....-•:: 5v"��. � a � w� E 1 : §:w.w-��.:.:�ouycunoHa�.�.�;;n��:�ff� � �� :��oc�,�oa�f•/ds`"•t � w �� I �� f��y,;t?.[�� x LCfiS::�'�f-'f`SS'�^.?3 2) IT IS A VIOLATION OF THE 57AT E E D U CATION L A W F O R A N Y .� � = C 7- Dg POLE IRON ��;:. ` .�„`NwQ S��f,ISUjSED°f� %'�y . 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Q / SEPTIC TANK � - a � SiONE \ "•C� , /'wA�� 4) COORDINATE DISTANCES ARE MEASURED FROM U S COAST AND Z � �/ GEODETIC SURVEY TRIANGULATION STATION "PROS" / J /� � � H �� ------___ � o y� � 4gJ02 �i� 1 � � I 5) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOIK TAX i � E I MAP 1000, SECTION 009, BLOCK 9, LOT 27 4 � � `T' �� EXISTING- -� 1250 CAL SEP➢C 7ANK, � / ' � �t� ,Sk �/ DISTRIBUTION e0x �__ 6) TOTAI qREA = 45,790 S F t \ '�'� // �O AND LEACHINC / G ExIs7iNc � � F '�� Poo�s 7) SITE IS LOCATED IN R-40 ZONE \ a / � �� PARKIN� � � 9�/ �/ �+�\,� ��/ \ J __J / \ C 8) BASE FOR ELEVpTIONS - NGVD 1929 � � j/� � ❑ MEASURES FOR SEPTIC SYSTEM o \\ �L� / �// �P�g � J � / 1 H /'�+'=`-" ❑ AC- 21 5'- 7ANK INLEi 9� SITE IS SERVICED BY MUNICIPAL WqTER & ON SITE SEWAGE z a o \ 'rL' / �o\t�E .? , � � SN�� DISPOSAL SYSTEM Z a = o a � O�'J�� :i�'��, BC- 20 1'- TANK INLEi � � pQQ'�O J I AE- 28 5'- TANK OUTLEi � c� �\ � eJR� L---_J � � � BE- 28 0'- TANK OUTLEi r �r"""':+Fd"`'"` - J o z �" ��,... � �n x 1 � PROPANE AF- 35 0'- DISTRIBUTION BO% �'i�,� v r:.^.�;7n�t� o x � \ �� P�� J LEn�dRVG POOI �j BP- 35 5'- DISTRIBUTION BOX `" d`7-"�� N x �28� AODFi- 2015 AG- .. 465'- LEACHING POOI �p.^ ''�J��s'"a �`'°+.�° � Aj ,c �y5.� i"{. ��"'�� :.a��lt � BG- q50'- LEACHING POOL �. w � AH- 55 0'- LEACHING POOL ' •!-�` C,��+ � � 1O �D � BH- 55 5'- LEACHING POOL �� (� :^„A; � � � o 0 y � �~'�~y ¢ m m \ � 1-4-27 3'- TANK OUTLET �.~,Y``�,'�,��; �� 2-4-169- TANK OUTLET k f��; ~ h�" -� ++ '� � \ o I '�` �.-„}"<�:8'` �, i \ �p' t�F.,;�i,.,.'; � 4 0 � �IRON ' 3 N 66657 � � \v .�;{,�. �� _ �f� z \ PIPE g644� W 413630 �„t, }� � ��`r � }: (FOIIND) • ,J•°,y'.f,aL%r �.r (t yp N80'J`'Oh, �'.g �' ��..us � � �.:#.�x_ ``'�;,f�:'r, .,<<.t,.,,j/ .;¢ss`r+: < � -_ �° ?a-oo• t-A, °.��., ».� . .+' �tc",,✓' � � n (\�\/�{p y �� ' . �•f �� \9 � \ , N�RfTE �POLE S7AKE � ,�u.s.,. 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D WACK 279 . �,'_ i 'tY; ��. �'p t r,.'� Y /� o \ ''<n,•' K.�1 � � t f O G � \ � �'tgywc G m \ � \ m I p = � K I O o � � ' � z � o � R z CERTIFICATION ��°• � � �� _ `\ � � o 0 0 � o _ _ DATE AUG 10, 2015� EVIFMED DATE , ` \ � ! _ � `,� . r' 9 ° RESchec{c Software Versi�n �,4.4 $ 9� - Comp�liance Certificate , ^ Project Title: Borden Addition Energy Code• 2010 New York Energy Conservation �ocation: Suffolk County,New York Construction Type: Singe-family Pro�ect Type: Addition � Heating Degree Days 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 3745 Equestrian Avenue Bruce Kinlin Fishers Island,NY 06390 Kmlin Rutherfurd Architects,PLLC 330 West 38th Street Suite 1006 New York,NY 10018 212 695 2988. bruce@kinlinrutherturd com ..,. ._.„.��,-m..,,-,..>,�,�, ��n,-..�,,,.�.;,.,�-A,«�::--,,,,.,�..._, �„� ,W- �'.�� Y . ��.��.,��.. �' �, ..�a;« 8 0 � .e: a ��,�',�a- .,�, r z 3 � �ri' -..2��^ i :'(i yr ,�,�; Compliance• 9.9%Better Than Code Maximum UA: 354 Your UA•379 The%Better or Worse Than Code Index reflec[s how close to compliance the house is based on code Vade-off rules It DOES NOT pro�de an eshmate of energy use or cosl relahve to a minimum-code home Envelope Assemblies . . . a � . a . r .. � 0 North Wall @ Kitchen area:Wood Frame,16"o c. 91 19.0 0.0 5 South Wall @ Kitchen area:Wood Frame,16"o.c. 91 19.0 0.0 5 Window 114:Wood'Frame.Double Pane with Low-E 11 0.350 4 East Wall @ Kitchen area:Wood Frame,16"o.c. 157 19 0 0.0 8 Door E101 (reused existmg door) Glass 21 0.350 7 North Wall @ N Room&Office area:Wood Frame,16"o.c 218 19 0 0 0 9 Wmdow 104.Wood Frame�Double Pane with Low-E 11 0 350 4 Window 107:Wood Frame•Double Pane with Low-E 57 0 350 20 South Wall @ N Room&Office area:Wood Frame,16"o.c. 243 19 0 0 0 12 Window 101:Wood Frame•Double Pane with Low-E 33 0.350 12 Window 102:Wood Frame.Double Pane with Low-E 11 0.350 4 West Wall @ Tv Room&Office area•Wood Frame,16"o.c. 312 19 0 0 0 14 Window 103:Wood Frame Double Pane with Low-E 38 0.350 13 Project Title: Borden Addition Report date: 10/15/13 Data filename: K:\1-ACTIVE PROJECTS\190-Equestrian Avenue Addition(Borden)\ResCheck\Rescheck_Borden Page 1 of 2 Addition 2013.rck eA � ,2` • e • � � ' . � • i �• � • Window 105:Wood Frame:Double Pane with Low-E 19 - 0.350 7 Window 106:Wood Frame:Double'Pane with Low-E 19 0 350 7 Four Season'Sunroom Walls(existmg to be insulated)•Wood Frame,16"o.c 441 19.0 0.0 14 Window 108:Wood Frame•Double Pane with Low-E 41 0.350 14 Window 109:Wood Frame:Double Pane with Low-E 41 0.350 14 Window 110:Wood Frame•Double Pane with Low-E 41 0.350 14 Window 111•Wood Frame•Double Pane with Low-E 9 0.350 3 Window 112:Wood Frame:Double Pane with Low-E 9 0.350 3 Window 113:Wood Frame:Double Pane with Low-E 9 0.350 3 Door E102:Glass 51 0.350 18 Cedmg @ Walk-in Closet:Flat Cedmg or Scissor Truss 262 38.0 0.0 8 North Wall dormer @ Walk-in Closet:Wood Frame,16"o.c. 45 19.0 0.0 2 Window 206:Wood Frame•Double Pane with Low-E , 15 0.350 5 South Wall dormer @ Walk-in Closet:Wood Frame,16"o.c. 45 19 0 0.0 2 Window 208:Wood Frame:Double Pane with Low-E 15 0 350 5 East Wall @ Walk-in Closet Wood Frame,16"o.c. 131 19 0 0.0 7 Window 207:Wood Frame:Double Pane with Low-E 15 0 350 5 Cedmg @ Guest Bedroom&Bathroom•Flat Ceding or Scissor Truss 740 38.0 0.0 22 North Wall dormer @ Guest Bedroom&Bathroom:Wood Frame,16"o c. 90 19.0 0.0 4 Window 203.Wood Frame:Double Pane with Low-E 15 0.350 5 Window 205•Wood Frame:Double Pane with Low-E 15 0.350 5 South Wall dormer @ Guest Bedroom&Bathroom:Wood Frame,16"o.c. 45 19.0 0.0 2 Window 201:Wood Frame:Doubie Pane with Low-E 15 0 350 5 West Wall @ Guest Bedroom&Bathroom Wood Frame,16"o c 307 19 0 0.0 17 Window 202:Wood Frame:Double Pane with Low-E 16 0.350 6 Window 204:Wood Frame:Double Pane with Low-E 13 0.350 5 Compliance Statemenh The proposed building design descnbed here is consistent with the building plans,specifications,and other calculations submitted with the permit application The proposed buildmg has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4 4 and to comply with the mandatory quirements list d rM the EScheck Inspection Checklist. �I�'UC.e� }'��l�l I� - 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F,��;;a _ �:;,,.. ,'�,=� ^. Fi�ui. �'�' ,. �-032.00 SECOND FLOOR DEMOLITION PLAN �' � � � �, ' � � �� ..>. :,•��.�E.,.,it.�:. :i ' - i.r,•._i�:i�;�•��n ;�:i;S�'i . (=1i.�'�,_ „`� �-033.00 ROOF DEMOLITION PLAN �'� (,�:`!ii�',r,..'.C_ i�i:i. <<.�}. a \��n �"t� C.?.'t! 1 '""�" "r: ��,LL G'v�;�T�.�_l�:>�:':i�! � ... .-_,. ?t,r:;� ��-�� -101.00 �IRST FLOOR CONSTRUCTION PLAN , � � ' ,_ ,�.�, �.'��J _ , R CONSTRUCTION PLAN ��n;�;n�`��P;'�� !'� �� -.��4 G.��c�� . � 102.00 SECOND FLOO Y�r,y� �� ;.` �� t;��r'��<«�:��_ F�:�<< ��,� �ti.�T �� -103.00 IROOF CONSTRUCTION PLAN rFS;�.�� G:�S C,��.�i;�u��;�Ors �=�'�',�%��. �-201.00 EXISTING & PROPOSED SOUTH ELEVATION C�U`�':i��`1 '��r!"�}-i ,+l�L G�UDES OF �-202.00 EXISTING & PROPOSED NORTH ELEVATION NE�^� Y�rl< ST�;`i�� & TOWN CODES �-203.00 EXISTING & PROPOSED WEST ELEVATION . AS REQUiRED �� -� �-204.00 EXISTING & PROPOSED EAST ELEVATION :� iA� FtA, . 4-401 .00 CONSTRUCTION DETAILS ��,T�;��nT.n,,a��n��r��r,�nflRn �,�,,,, •..�r,�.. :-*^rs-�rr-�- ,�..� �..�..,_..�. S!'�;i"U�1;� (�,1�r>,�-�!JTt�S 4-501.00 WINDOW AND DOOR SCHEDULES �_ ._ _ � >��r J..�J A-601.00 CODE ANALYSIS A-602.00 CODE ANALYSIS ; Q��1�� " -� =-101.00 FIRST FLOOR ELECTRICAL PLAN i�SE �S ��L�� ,. E-102.00 SECOND FLOOR ELECTRICAL PLAN �`�JITI-��Ul� C�R�'l�l� �� P-101.00 PLUMBING RISER DIAGRAMS t�F �CGUPI��C _.� �.�... S-100.00 FOUNDATION PLAN S-101.00 FIRST FLOOR FRAMING PLAN - . 0 SECOND FLOOR FRAMING PLAN PLUiVtBER CEF3TIFICATI4" S 102 0 QfU LEAD Ct�NTENTB�FORE S-103.00 COLLAR TIE FRAMING PLAN . CERTlFICATE OF OCCUPANC. S-104.00 ROOF FRAMING PLAN SOLDER USED IN WATE � S�J.^Pl�Y SYSTEM�ANN07� EA`CEED 2/10 OF 1%L�AD. " PLtJMBING ALL PLUMBING WASTE &WATER L(NES NEE� TESTI�IG BEFORE COVERi+�G PERMIT SET 10.15.13 BORDEN ADDITION `��E� �R�,�� Cr� ��,D'/L�'/I;. �� /L Q" .?:� ' ��,. L� �j C.e �s1 .:`a.,:'. F�;y. � _1SY..Y�� i 4 n �.r�- � l JJ A /�Y � y ��1. a2��' � C�F ttit'4�! KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 � ' � . EQU ESTRIAN AVEN U E � � TITLE SH EET FISHER S ISLAND, NY ; HALF SCALE �-00 �.00 PROJECT: 190 SH EET: N/A GENERALNOTES LEGEND 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. 2. ALL PLUM8ING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING �f'_ - - PROPERTY LINE 1 PARTITION TYPE CODE OF NEW YORK STATE. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE � - - CENTER LINE � BUILDING CODE OF NEW YORK STATE. 4. CONTRACTOR SHALL OBTAIN A COti"MERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF �2,000,000, - - - --- HIQDEN, FUTURE, OR EXISTING C�NSTRUCTION AND t"lORKl��EN'S COR4P. AND E!�PLOYEES' LIAB�LI?Y IRSURANCE CQVERlNG ALL E�APLOYEES QF CONTRACTORS ANQ DETAIL REFER�NCE SUBCONTRACTORS. 5. SMOKE DETECiORS ARE REQU(RED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND �/ Q� EXTtRiOR DOOR TAG SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO � INSTALATION. 01 SECTION REFERENCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL A211 REQUIRED INSPECTIONS AND SIGN OFFS. � O2 WINDOW TAG 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. �- ELEVATION TAG CONSTRUCTION NOTES � O2 INTERIOR DOOR TAG 1. ALL WOIRK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF �� EXTERIOR ELEVATION CONSTRiUCTION SHALL CONFORM TO TH� APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS � REVISION CLOUD AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 01 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNIING AGENCIES. � �n/ALL SHINGLE 04 SHEET 02 INTERIOR_ ELEVATIONS 3. THE COINTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE 03 ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. , 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND MEfHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGN OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING PERMIT SET 10.15.13 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE BORDEN ADDITION PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPME�NT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR RECOMMENDATiONS. ��RED ARCyi 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, � D. f � C? J�E C��, �7 INCLUDIMG STREETS AND OTHER AREAS ASSIGNED T0, OR USED BY THE CONTRACTOR, FREE FROM � � �� ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR ,� � � THEIR WpRK. �' �� ^ 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND � �' DISPOSE OF ANY RESULTING TRASH. �y �' 029�°'1 �q� ��F �v G�n,`t 15. CONTRAC'TOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. KINLIN RUTHERFURD ARCHITECTS, PLLC 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING 330 WEST38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPaOVED BY THE ARCHITECT PRIOIR TO ORDERING OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND _ INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, M HVAC DUCTWORK ECT. x N 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE N oRawiNcs. GENERAL NOTES � W 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STr�ICT ACCORDANCE � WlTH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPUCABLE, AND CONFORM TO THE STANDARDS AND � RECOMMENDATIONS OF THE VAR!OUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO zTHE WORK SHALL BE NEW. HALF SCALE � � 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK A�O O�■O O � BEING DONE. 0 24. ALL BUILDING LOT L�NES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. PROJECT: 190 SH E ET: N/A BOTTOM OF ' BANK \ ' TOP OF N86'20'40"E 6AN K 35.46' �� l.°'� � o �� z � � � �• .� 6" PINE i\ 6" PINE I ` �R\� ------ / TREE LINE ��O- �ji �\� / CHERRY CLUMP v , �10" PINE 24" MAPLE �� ( � 1 '\ ( � i - 6" PINE ` � � 30" MAPLE (� � � �6" PINE -� (� � � _ , � i\6" PINE � � — � � �� 6" PINE ' O , �,�b4' � -� � relocated M N. , �o�� _ �_ , , , /� 38' contour _ ' � �• 30" MAPLE � l / �'� ��\ ��0 ry� \8" PINE � ,i relocated �\ � �� / , � 40' contour � � � � � � 12" PIN � � � � 24" MAPLE �� / �� , o 3" PINE � ( � �'� / I � �� _ C � � - . �� ,, l�_---__ _` � � "' ` (( � , ,, -_ � � 4" PINE J � I�12" PINE \��lJ �/ � ,• SPRU \�\i-�-I/// a�`o i� \_ / �\\\I I/�� N d-I /, HOU / ��\1�1/�\ N ----'� �i,�� /�//fllll\\\�� N N 792.73 1�,� W 4360.98 DECK I ��i��i�� ; v�i EDGE OF � �� 18" MAPLE �Wir,-4', PRUCE MAINTAINED � � � ADDITION I .�;_ �6" PINE (� � p � HOUSE \\\ i��e\\\�� ' LAWN � �� ADDITION `,��,';�; \ c �� S �� 20" MAPLE usE��°�� I ' SEASONAL WI�RE \ �� ( � � �� i��/ GARDEN (,\ � �'' ��o��3,� S RI�CE ` � �i �'T�� O� PERMIT SET POLE \�� `-- �� fl��\/ 10.15.13 281 24" MAPLE �(( J ,��U�� STONE �L \\ � �►��\3" SP UG DRIVE �� \ � � 1 �iql'i�� ` � �////�{�� ------- C � o � � -�� I USE PIN BORDEN ADDITION ( �� ) � 1 20" MAPLE � O ) � 3" PINE � .; STONE � COVER PORCH HOUSE .� WALL ) � ADDITION ADDITION � �� `--� � � �� COVER � �� J J PORCH 3" PINE \ �� --V 18" MAPLE --J ADDITION -�� '•i I , �� 8" PINE � (�� -� I ' �, � � � -� 1 " MAPLE .� � C o ) p ( � 3" PIN� _ �� ----- �E.D A/�C ,�. �" ��J h �• p � 20" MAP E - � � �� j .� � � �_�.� �\ C L`J) � 4„ PIN�E �� relocated � JGE�' f��, �'�' � � � � 1 _ 42 contour G, �4 s�, �� n� �,� � �-� � 4" PINE � �,��: � �� O � v \� � � �:`r�;�1� � � 9��,, � �� , ��. .- � �- "��, s� ��.� i �T°. 029�g'��Q� �,�, � �_' �� _ 1� F�F NE`4� �.� r 24" MAPLE —'-1 � \ � -� � ��TWIN�' PINE \ C � � � � 24" MAPLE � , POLE � � �' 280 8" PiNE � 30" MaP�E � ,' KINLIN RUTHERFURD ARCHITECTS, PLLC �� v � � � 1 � 4� P I N E � 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 � O ` KEY: NEW YORK,NEW YORK 10018 FAX:(775)582-1736 J 8" PINE 1��4" PINE � �'� N 666.57 � EXISTING FOOTPRINT �� W 4136.30 N 96.44' ��`�-/ -i � ADDITION �0 80 3G 30"W �U CON�R POLE �E Wq�K �279 � M X N N W SITE PLAN N � H W W . � � �7 Q HALF SCALE z o 1 SITE PLAN � ��20 A-0 2 0.0 0 0 PROJECT: 190 SHEET: N/A i �ENERA� N°TEs: DEMOLITION LEGEND ! 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. I 2. ALL EXISTING SMOKE & CARBON MONOXIDE DE i ECTORS ARE � TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. EXISTING WALLS � C — — — — � TO BE DEMOLISHED Y/�/i,��%////i��/� TOIS EMAIN ALLS I 54'-3" r- - - - - - - -, REMOVE I r � BLUESTONE STEPS. REMOVE KITCHEN �- — — — — — � � — — — � � _ _ _ _ _ � SAVE BLUESTONE FOR RE-USE CABINETRY AS NEEDED TO ACCOMMODATE NEW I MATCHING CABINETS REMOVE I I ' BLUESTONE PLATFORM. — — — — — — � I I � — — — — — —�— �� SAVE BLUESTONE FOR RE-USE � ----------------------- I I I I REMOVE COLUMNS AND I I _ `,� WALLS AS SHOWN � ---- - I -� — DW ; MUD ; ' I : � ---- REMOVE DOOR AND ' I EXISTING I I REMOVE DOOR AND SAVE FOR RE-USE I I r- — — — � WINDOWS AS SHOWN REMOVE / \ - - � � � REDUSEVE FOR BLUESTONE PLATFORM. � I I � � I � I ( �,.. -- SAVE BLUESTONE FOR � — _ � i HALL � — � I I RE-USE I I O O i X�ST�N - STUDY � � REMOVE CABINETRY REMOVE ROOF (� KITCHEN O O - - EXISTING AS SHOWN AS SHOWN I L� _ I Exis�Nc ___ -- � TO ACCOMMODATE � I I NEW KITCHEN ADDITION � — ---- � �I RELOCATE - - REF. I I EXPR� � III I REFRIGERATOR I� I L — _ - - J ---- I o I I I 0 I I� . I O � I I AND�WALL�LASN HOWN REMOVE I I � MW. � � � I OUTDOOR SHOWER � _ — _..._ _... ...4.� _.. Y. _._ _. — — — — _ _ �� `. � � �� - - - - - - - - - — —� II REMOVE ROOF RELOCATE I I I r � TOFACCOMMODATE CONDENSING UNIT AS � _ I � I I III I I � NEW ADDITION ACCOMMODATE NEW _FJ I I I I KITCHEN ADDITION I � I I I I ( I I I —REMOVE DECK STEP PERMITSET 10.15.13 EXISTING NON-INSULATED � J AND MODIFY EXISTING WALL FRAMING AND �, DINIIVG I I � LIVING I I TOAACCOMMODATEED EXTERIOR FINISH � Ex s NG I I EXISTING I DECK EXTENSION TO REMAIN _ _ _ � � BORDEN ADDITION � — — — I I IF NEEDED MODIFY � I PORCHI OPEN�INGSNTO // // \\ � � // I I I I I ACCOMMODATE NEW � � �/ � _ � I IIII I WINDOWS AND TRANSOMS � � > < � I _ I I I I �D �R � � � ( � ��R �tii ' � I � � �i � � , ,,� � J��°�,�t,�, � � � i � � � � _ - - - � � I we- �� i � �, � � � ��-��a� � `� � �� I � v�� ' � / EXTERIOR \ � �^\ SCREEN PORCH /j�� ►i I °� 02��yo`� I ( /� / \ \ EXISTING �j �\ \�`� I I I ( �O� NE� // \\ � � // \\ I � - - - - � - - - - - - - - I I � \ � / J L- - - - - - - - - - - - - - - - - - - - -� � \� �n� �/ � I � � �� / \� �� / \� �� I � � � � � �\��// � ( KINLIN RUTHERFURD ARCHITECTS, PLLC \ — �� / . � I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 � - - - � NEW YORK,NEW YORK 10018 FAX:(775)582-1736 — — DECK � � 52'-54„ I � 61'-9" I I I � M � N N DEMOLITION PLAN w N � 1ST FLOOR � � w W z a HALF SCALE � A-0 3 �..0 0 � o PROJECT: 190 SHEET: N/A �ENERA� "°TES: DEMOLITION LEGEND 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFI�D IN FIELD. EXISTING WRLLS C — — — — � TO BE DEMCLISHED , I �%i%i%%i i%iiiii%%/�i/�i'/� �XI STI N G WALLS ; TO REMAIN I I I — � I ( �\ � � � � I -- , � � � � � REMOVE ROOF BELOW AS SHOWN � � `� BATH ____ i BATH BAT TO ACCOMMODATE NEW ADDITION I EXISTING � � T�1 I ____ GUEST I I II I REMOVE WALLS & I / I � WINDOWS AS SHOWN / BEDROOM � � J ---_ � ��_ � ---- � W D I� I � ,,,, ---- i � --- � I I ( ____ CL. � I� REMOVE ROOF BELOW AS SHOWN EXISTING / I TO ACCOMMODATE NEW ADDITION — �� - - - - - - — - - - - — — — J � - I REMOVE WALLS, DOORS & IIII � HALL � _ � I WINDOW AS SHOWN ��'� X► N � I _ � � L - - - - - - L — J - - - - I I I REMOVE WALLS & DOOR AS SHOWN PERMIT SET 10.15.13 a REMOVE WALLS & ------------ -- M ASTER WINDOWS AS SHOWN BORDEN ADDITION ,� �'� BEDROOM I I I ,' EXI STI NG I � � � , �' —REMOVE ROOF BELOW AS SHOWN ,' TO ACCOMMODATE NEW ADDITION �, � ---- , BEDROOM 1 BEDROOM 2 , ------- I � A,q , -- ��p Cy/� 4� JG o• k��,��Fn� i i EXISTING EXISTIN3 i �'� � i i i i � � �� ,�.;� i � i �S�r F' I j I .�: I � I �'r.:%'`f I � I � � I � ; � �' ° ?g�� , , � i i �� E� i i i i i i � �' �` . � . � . . . � � � . � � . .\ . . � � � . . .' . � ��,, ,,�� KINLIN RUTHERFURD ARCHITECTS, PLLC . , - ----- 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 '� tn � N N w DEMOLITION PLAN N � W 2ND FLOOa W x � � ¢ O� 2ND FLOOR PLAN A � ,,4-=,�-°� A-032 .00 � 0 PROJ ECT: 190 SH EET: N/A i GENERAL NOTES: DEMOL�TIOIV LEGEI�ID 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. EXISTING ROOF C - - - - � TO BE DEMOLISHED - I I . �� I � REMOVE ROOF AS SHOWN TO ( � I I ( y REMOVE ROOF AS SHOWN TO ACCOMMODATE NEW ADDITION � I ACCOMMODATE NEW ADDITION � � I REMOVE ROOF BELOW AS SHOWN I ' I I TO ACCOMMODATE NEW ADDITION ( ( ' ( I � � � I � ! I I I / � � ; r - - - -� �/ � � � � � I � � i � ( � I � � I I � I � � � � I I � � I I � � I I � I ' I � - � I� - - JJ � I � � � � I � I ; , � ' ' I � �� I PERMIT SET 10.15.13 � � I � � � I � � ,,� --------------- ; B 0 R D EN AD D ITI O N � � I � � � I , �� , ,� � I �' � � I I , , , ,� � I , � � � � i I ��ED ARCyi i `�r'' .G�p. k/�, �, � i ; v �,� (� :� � i ;� 2 � i � �� -:� d x-� �y � � `�9 ' � }"; I � f�, '�-'t,. � I :.:S.:.� I I � ^ � I I j 9� �2g�a � � ' ---- ------- --------------- F�F NE`N , , --------------------- ------- ---- . , . , . , � , , , � , - ---- ---- , ---------------------- , , , -------------- ---- , , . , , , . , . , . , , , , , . , , , �` _____________________ �� KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 - NEW YORK,NEW YORK 10018 FAJ(:(775)582-1736 � cn X N N W N � DEMOLITION PLAN W . W . x ROOF � � - � z � O 1 2ND FLOOR PLAN HALF SCALE ° ''4�-'��°� A-033 .00 PROJECT: 190 SHEET: N/A J I " CONSTRUCTION NOTE: CONSTRUCTION LEGEND 1. DIMENSIONS ARE TO SHEATHING OR SHEETROCK UNLESS OTNERWISE NOTED. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN, U.O.N. EXISTING NEW CONSTRUCTION LOCATION TO BE VERIFIED IN FIELD � Q 02��2 �— ---j EXISTING �ti'ALLS � TO REMAIN � SD SMOKE DETECTOR/ I CM CARBON MONOXIDE DETECTOR INSTALL NEW COLUMNS TO MATCH INSTALL NEW TOILET EXISTING INSTALL NEW RECESSED EXHAUST FAN � � MEDICINE CABINET INSTALL NEW PRO OSED I INSTALL NEW LAVATORY INSTALL NEW FRAMELESS BLUESTONE STEPS FR NT 112 � INSTALL NEW VANITY GLASS SHOWER ENCLOSURE CO RED � „ CABINET INSTALL NEW SHOWER PO�CH 74 -3 RELOCATED REFRIGERATOR 'no � 1» � I 12 -7� 43 - 8„ � 18'-7$" I INSTALL NEW COVE � 4 " 4'-6�" 3'-114" 10'-11" 6'-14" 9' 8�" 6'-14" 10' 1�" 3�_g�� 9'-114" 4'-11$" I CEILING TO MATCH � — — — — — — — — — � EXISTING r�� I � �� INSTALL NEW KITCHEN � J I I � CABINETRYTOMATCH � — — — - - - - - - - I I __ ___ -i - - - - — — �1 - - - - �- - � 0 �- EXISTING N II I � � G � INSTALL BLUESTONE — 48» ____ MUD 3, _ PLATFORM �a REF. � ; �W ____ I �� _ 38 � 'n 22'-34" INSTALL NEW WALLS, _ i — __ ; ____ � EXISTING o BATH WINDOWS AND DOORS �_ � — - - —,�ao - - - - - - _ I '�cv ASSHOWN NEW COLUMNS TO PROPOSED � � � � _ 103 I � MATCH EXISTING SIDE 13 � ____ I N os � r 101 ENTRY ____ � � � � -ii?„ 2,—$„ 2�- i8„ — J I ..,. ---- � H �LL � � � ��- - � � °' �� SIDE � KITCHEN � � - EX1S�NG � � � °� '� CPORCH 104 i � >>o � 0 ___ -- i TV ROOM �- —� N "' 1 � `� �`; r%� � EXISTING � 114 PANTRY/ I ---- 5'-6» 105 �,� I I P R PROPOSED � PROPOSED STORAGE � i I ____ � 102 = VESTIBULE �`�' ALL NEW TRIM WORK o - � I S T O M A T C H E X I S T I N G PROP�OSED �p � � - - - - � I � EXI TING o � l O 4 � � INSTALL NEW WALLS, , „ � O " � . __ __; _ _ , �, o DOORS, AND WINDOWS � _ 7 -112 I 3 � PROPOSED � _ AS SHOWN � ; so � I _ .... _ _ CM 1 y � - - - - -J - - - _ - I - _�- - - - -- - - - - - - � B \/ � �100 N I ( � 10 �2'-48„ � � - � - �, � N INSTALL NEW PANTRY o a ASBISHOWN — - - — � I � ( I o � cu � Q � RELOCATED I I I � � 1�5 � 0 CONDENSING UNIT �� I� I I I � 2'- " VIF � PERMITSET 10.15.13 � � DINING I � I � LIVING � � i �"°° � � -> INSTALL TRANSOM I � � OFFICE � _ IN EXISTING OPENING ABOVE 108 I 107 I �r � � INStALL NEW CABINETRY 0 � ,os i � as HowN BORDEN ADDITION AND INSUL�ALL XBELIOW EXISTING I I Exisrwc � PROPOSED I 00 � � � `• I � �11 / � � ( `` 103 i , � / I � > 0 \\ � // � I I � I I �I � �i� EXTERIORXIFIREPLACEED MENS ONS / ��l I� I �, i 1 6 °' DOORSO�IZ�EI AND INIS ALLATION G � \ \ / // \\ � 1\ ��% ACTI I N c�"��¢�p�RCyiT \ � � � � � � / LEAF - - - - - - � - - - �,�'„ ��J��k��'� ..� � � �' \ �/ 4 SEASON � � � � 6'_ 7, I 6, 7„ ,_g3,� 3,_93„ � �� $ $ $ , I I '',�'."�* .,�s�� ,�.. .._.... � 111 �\ SUNROOM �� 08 �� I � �2'-53„ ��_63„ � ;� .; �;� � �� 4 4 � ��: . � / �� \ 109 / �� \ � � �,� � q�, �29�$ y / \ EXISTING � — — — — — — I � � ZO�—Q2�� F�F N�� — — �� - - � - - - - - - - - - - - - - - - - -� � � / � \ E1 O2 � EXISIING DECK � NEW DECK ' EXTEND EXISTING DECK / � � \ TO REMAIN � ADDITION o 11 / � DECK i � \ 0 113 I � KINLIN RUTHERFURD ARCHITECTS, PLLC /� EXISTING ( I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 _ _ _/ I NEW YORK,NEW YORK 10018 FAX:(775)582•1736 109 i � � 69'-p4„ I i I INSTALL TRANSOM, WINDOW � AND INSULATED WALL BELOW �� I IN EXISTING OPENING � � N � � � � �� I � � N A 02/A-z01 i N INSTALL NEW DOUBLE DOOR, TI N PLAN � SCREEN DOOR TBD. 1ST FLOOR H w w x � a ¢ HALF SCALE � O� �ST�FLOOR PLAN A�101.O 0 z � ° PROJECT: 190 SH EET: N/A i � I - i I CONSTRUCTION NOTE: CQNSTRUCTION LEGEND 1. DIMENSIONS ARE TO SHEATHING OR SHEETROCK UNLESS OTHERWISE NOTED. 2. ALL EXISTING SMOKE & CARBON MONOXI�JE DETECTORS ARE TO REMAIN, U.�.N. EXISTING NEW CONSTRUCTION LOCATION TO BE VERIFIED IN FIELD EXISTING WAL�S O 02��Z TO REMAIN � � � � S� SMOKE DETECTOR/ I CM CARBON MONOXIDE DETECTOR I EXHAUST FAN , I ' -, , ; , . , ; .. .._,.._........_.__.. ._. .. :._ _ .____,_..__..._. _._ _... _. ._Y... __ , , " .. ,., ...... ,. ... -- �-_G._:.�_,.. ._..y_:.._... -:= ,_ , INSTALL NEW ROOF � �- -- - ' � , , . -- - -- -�.. .;-' _--. _,�.._ ______._, TO MATCH EXISTING � I '� ' , _.,.. , �_ ..� .._. ......:._.._...r._...:_...:..,. . . .. . - - � � . .__.. .��._.� _ _ . __ _ _ _..: ..__. __ . � �._, ._. .--; :-. --: _. � �-- � - � _.._....__��=��-':- � ` _............. _ - , 7�� , - �-- - : ....: ' , �� 21 -2- �-; �.-- -., _.T.:.__ ._.:_.,.._......:..,._.... _.. ; ,_ 30 -6- 8 ...., - _.__. =- - � ,..__... , , . . ._... .._ ; _... ;.. . ; _... _ __ .._. . . ........... .... ... . � _ _ - �J_ ' - � �_.`_..- - ..., 1 ;..-:._ .. 3'-5" 4._24„ 5,_�8,. 8,_�4., --,__'--':�.--._�--.._�_.� �_ � _ .��r....-._}.__........�--. 15'-3�., 4,_68„ 4,_2�„ 6,_6�„ . . _ _ ,_:..! . ..... ; ; , � : EQ. 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B A TH ' w ' - . ; 201 ---- � 202 -, � AS SH WN _; , �- _ � - _..Y;;..Y-_.._y-_;._ -- Exts�Nc I EXISTING �� I� . �i� INSTALL EW WALLS, ,.. 1 . ,.. �.., : INSTALL NEW ROOF ; :.� : TO MATCH EXISTING r%��oo � ` ' ` ��N - ND DOORS / --;.. :-. ; , ' ____ ; GUEST � GUEST �, N WINDOWS A i' , ' ' , � `� J � BEDROOM -' : .� AS SHO N � �- �_; ;= � � , BEDROOM � � � � - , � . ---- �t y , i -.�r N I O � W d 204 208 � ; � � � � , . . :.. :. -- ; ....� j . � ; INSTALL NEW WALLS, ._--� -_.;-;._ - : ____ ' ExisTiNc PROPOSED - . ,.... _ � � DOORS, AND WINDOWS - ___ ,, L NEW TRIM WORK _ � t , � � - -- � IS TO MATCH EXISTING �.__ _.__, , W LK-IN ; ; � - AS SHOWN . _-- -_ ._ .. - - Cw'1 .- -., 00 r%�� CL. 4� 7`�" 7� 6,��, w , C OSET 2�4 _� � EXISTING $ 4 c.� ; _;-- INSTALL NEW CABINETRY ALL NEW TRIM WORK ,_. ._: ___.,._., _ ' '� � CL. - ._-__ �_. .._, IS TO MATCH EXISTING ; .;;_- - ', ' ;�;- 210 � , ' ' AS SHOWN �-� .-,-..._..:{ ' --.- ROPOSED � = - � -- - , . . H ALL � _� , ; � --._�--�.-�T-_ - � . 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'i' i i �, i ; ; � I � � I ! � I � � � � NORTH ELEVATION - EXISTING O� ,/a•=,�-o• I I � � � � PROPOSED j EXISTING TO REMAIN EXISTING TO REMAIN � PROPOSED --- --- �—.�---�- PERMIT SET 10.15.13 � I I � I I I � — ------ ---- - -- -- ----------- ---------- BORDEN ADDITION ------ - — --�-- ELEV. +27 4-1 2 _ � ------------------------ NEW FRAMED ROOF w - ------------------------- ELEV. +25 -8 3 4 & DORMER TO MATCH `'' � I:; . , , ,:: & TI E I N TO EXI STI N G ------ --- ---------------------- ------ ,i,. : ;I� �,',�:_;�. -------- ------------------- ----------- ---- -------- -- -------------------------------�-------- NE W FR AM ED R OOF ,.: �-., ; ; � �. ,, ;��.., i ---r-�- � & DORMER TO MATCH � � �� ' & TIE INTO EXISTING ---- - -- - � � , --- _.....----- � _ . ; __._.__...-_- ' --- ------------------- -------------------------- r- � ��RE R�,'S'i ------------ ------ � G�p k� �. � �- -- - -- - - - -- - - , ;--- I- - -- �-- �� `i � � , �v ---�- --- --- -------------------- ---- i j -- ----- ;...y'�_:��i. --- - -�------------------------ -- � .�� .. 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INSTALL NEW W�NDOW , ! a I� I n ��I � , �� - ' ��I , INSTALL NEW WINDOWS 2, d� 1' �� -- i ' � -I I_a C__a I LJ I--.JI�_a � �2G`�'`, O , , ------ ��LJ' I � _ `-'i _,__ - _ _____ ; ______ o � a �.o� a I - 4� NE� __ ' � , ----------------------------------- ; ------ -- -- -- -� � ------- - - I -- � � � � O- - - - � � � �, - ` - { - ------- � � ----- I -'----- ---- �--- - - - �— --- NEW GUTTERS ' � -- TO MATCH EXISTING � ------------- i �-------1- I' ---- ------ ------ � -�- - -� - -'T---- ' - ' --1-- -- -- 1 � - --' ' , ' � � KINLIN RUTHERFURD ARCHITECTS, PLLC ' ' � ' ; , ----- __-_--_-_---- -t — � � -----—_-_-_--------+-__-_------_=---__-----_-- T.0 SUBF ----=--------------_---- ------------ ELEV. +10 7-1 2 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 �? --- -� T � - � � �I IL�.�JI � � �� '�� I� L�IU❑ �.� ��❑ � -- ❑�� - � -- r- --1 7 ❑ � � �� ' i --- --- _ I ' - - ' �, n - I � INSTALL NEW WINDOWS INSTALL TRANSOM WINDOW ; ' ��I �II �' Qa� III ❑� nn n n I � � _ , � ��-.I I � - I II I �J (� _ , AND INSULATED WALL BELOW � �- - � � � - � I I -- � , �� _ � ''� ❑ IN EXISTING OPENING � �U � � � I - - � � ; n n � �� 104 , � 10 O , : ; 110 109 i�l� I_J I - � FINISH FLOOR ELEV. O ' , v II' � ',',; � ,,li �� , � ' ; � ' , - '1 T TO MATCH EXISTING N ----- -- -- ---- --- ---- --- - ---- ---- - - � - - --- --- ---- ---- - � � - � ------------- T.0 SUBFLOOrR � _ � , ' � � ELEV. +1 3 N ____ _ ' - -- - _ -�� -T-- - - - -- � .o suBF�ooR „ EXTER I OR ELEVATI ON ---- ---- ----- ---- ---- --- — ---- _ � - --� - . _ � ------------- `� I � I ; ; i ; ! i I , I � ELEV. 0 0 �, ' ; ; , ; ; , , __-_..._...... ..__ - __. _ _._......._-- ___ ..._ .. . ....--.. _ ..._. _ w ; � , � � � i i I i i i ; i � I I ; i i ; I � a � i � ' � � � � z I � � REW EXTERIOR WALL HALF SCALE ��. � � INSTALL NEW DOUBLE 1� � EXISTING CEDAR SHAKE A��O�■OO o FRENCH DOOR & TRANSOM rQl EXTEND EXISTING DECK NORTH ELEVATION - PROPOSED PROJECT: 190 U O 1/4'=1'-0' S H EET: N/A Q � � ; - � - ; � -- -- -- --- - - - - � I F -- ---- - - -- ------ -- -- -- -- ---- - - ----- - - -- ---- ---- - - - -- -- -- - ---- - - - - -- -- �--- -- - - - - - - — - - - ---- - - - --- --- - -- - ---- - --- ------ -- - - --- ; ELEV. +27 4-1 2 -'-T--�-• r� o � ,,. ,;:.. ---------------------------------- T.0 RIQG� - a-- �:;:;�._ - ------------ �;�� . ELEV. +25 -8 3 4 , � -=-rt----=----------------------- =----�--�- - - ' � ��" - ------------------------------�-- . ,: � . , . , . - . -,, , .� � . , , . - ,, - _. � ., - - .�; � . . • � . , �, . � � �' . ----- �-----_-----------r-- -- + --- -- -- � �---- � -- - ' - --------------------�---- i -- ---*- , ' —------ ----------- , , ,. _ -- �,' - — --- --- , - - � ---- -� --- i ' � r - i ' --- ------ i � —=— ' 1 - - � 1 - ---- -----1- --- --------�--- --- - - ' - ---+----- i � ------ 'T1� ' ��1 Q � �I = - �__ , � T _ � - , , , ---- -� - - - - - ! i' , , , - ; -- ; — ' - -------------- --- , , ; ----, � --;- -- --- � 1� � -' � -' ' I ------ - r - !- - � -- -�-- � ; -�;----- - , I ' ----�--�----- --- � , ' � - --- ' - - - - - - - - - - - - --- - - iT- -�- - - r � ' - - � - � -------------- L � - ------- - ---- ------ � -------- ' � ' � -- --------- ' ' ELEV. +10 7-1 2 _ _L"_"_'___ _1" _" ___ _ - ---- - - I I � -----'- -- -�--- -- -�-T---- � - --� �1- � . � � I - � � , --� � � I - - - -------- I I �- � ; � , --- ---- -�---- - ��1 � � � � i - - ;- - - ; � ❑� _'_ _1- 1' _ ' � ' � i ;,l I I I __' _ " _" _"_'_ __ _ .t, �_ _ _______ _ ____ ( I I I :. *', .,. V . I � � � � I ' I -__________________________ T.0 SUBFLOOR ,. -- - Q I- -- �- - - -- -� - -- ,--- ------------- , � � ELEV +13 -_________ ________ ' T.0 SUBFLOOR .. -- ---- ---- I- -__ --_-- T _.._ ._ . ------- EL OEV O�v � � i I � I � � � B� 2 WEST ELEVATION - EXISTING O ,/a-,' o• I I � PERMIT SET 10.15.13 I I I I - - I -- ----------------------------- ---------- T R� - B RDENADDITION -- ---- � ------------------------------------ � ELEV. +27 4-1 2 o, ---------------------------------- - , ..,,. -- -- - - �_,_�---� - ------------ T.0 RID ELEV. +25 -8 3 4 ---+---- ------------------------------- - --- �-",!�� ------------------- - - ; �,�. _ .� -.. . NEW FRAMED ROOF , ---.-- - '.- . . ' ` , , '�;.;:.'. & D OR M ERS TO M ATCH --------------- ----------------- ------------- - ---- , . ----- ----------------- � , & TIE INTO EXISTING ' NEW FRAMED ROOF ------------- ------------------------------- , — ` �' ' & DORMERS TO MATCH ��D ARC i ' ,�,: �';�,`��:. _ - NEW ROOF RAKE DETAILS y �_ __ & TIE INTO EXISTING �� p• k� i�� --- -- � � - TO MATCH EXISTING T -; ' - + � - ��J�� ,- � - - - �,�� ----------i- -- - - � � • - -- � �• � I N STALL N E W WI N D OW �--- -------- ---------------�-- ; � ; ;�A .- � � . --� �� ' �� -r - - � ----- � � INSTALL NEW WINDOW �,'�' Q�� ' y ' �29� C� ; � I ; - - T�OF N�.�J ------- NEW EXTERIOR WALL ; � =. NEW EXTERIOR WALL - --�--------------- ; , � SI D I N G TO M ATCH , T-- - SIDING TO MATCH � ; ' � � ; ' EXISTING CEDAR SHAKE � 04 - -r --- -- - � p EXISTING CEDAR SHAKE ' ; ;' - - - � NEW ROOF RAKE DETAILS --- ' - -- �->- TO MATCH EXISTING --�--� ------- ------- ' - � - --- -- - r '� - � { - - N E W FR AM ED R OOF TO � -- � - --T---- ---- , ; , , ' , MATCH EXISTING - KINLIN RUTHERFURD ARCHITECTS, P�LC ---- ' � - T.0 SUBFLOOR --------------------------- ------ -------- ----------- --- ELEV. +10 7-1 2 330 WEST 38TN STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK J.0018 FAX:(775)582-1735 I� � ; -- � � - - -1 L-�-r�--1- -l.. 1- 1 �-- - --�--1-r 1� -�- � � � � , � ; I i � NEW GUTTERS � ' TO MATCH EXISTING INSTALL NEW WINDOW , � � '� � - l-_!�� I � ; �,�a � ` i -- � � � ;-- INSTALL NEW INSTALL NEW DOUBLE I, COLUMNS TO FRENCH DOOR '�i , ;I MATCH EXISTING 108 �; 106 � � ; 105 � ' � � - ,- � �� I', - -r- � --��; , , ' REUSE EXISTING � �� - BLUE STONE }� � ' PLATFORM N , - , � � �' r - 1 ,- -!--- - - - ,- -- E O�SUB1 L30��v - - ------- --- --- � ; � ; ------- -- --------------- . + w - - � , N EXTERIOR ELEVATION � ------- -------- -------- - - �s� � � Ll- r� �_ ' � � _ T.0 SUBFLOOR .. � , i , ' i I , -�- ---------- --------------- ELEV. 00 _ _.._..__. _ _. .. .. , W 1N EST w � � ; ; � ; x � � ! i � � ' � ; � ; i ¢ INSTALL NEW WINDOWS NEW EXTERIOR WALL � NEW GUTTERS NEW EXTERIOR INSTALL NEW WINDOW HAL�' SCALE z SIDING TO MATCH B TO MATCH EXISTING WALL SIDING TO O� WEST ELEVATION - PRdPOSED � 1/4'=1'-0' � �O��O 0 EXISTING CEDAR SHAKE MATCH EXISTING � CEDAR SHAKE PROJECT: 190 SH EET: N/A \\\ 2X6 FRAMING—� =� �� R-19 BATT INSULATION _ -�V I `1�� 2X6 BOTTOM PLATE J,/-'�� . 5/e' GWB ,, � CEDAR SHINGLES � /�� FINISHED FLOORING `J� TO MATCH EXIS�I�JG .�� -� I / } ~�� 4" SUBFLOORiNG � � �� AIR & VAPOR BARRIER �/� / ��/^ ;\�� -_ -_ - - - - _. _..: _:_ ..�.- =-=-= I �� EXTERIOR GRADE PLYWOOD // / / I / \ `�� - - - -- --- ---- --- , �� Ih '� � �iii i / \ I �� R-38 BATT INSULATION I j \ 2X10 RAFTER � ' � 1-Ya" X 20 GA STRAP 13�a��X11�/8" TJI �16" O.C. i ROOF PITCH TO o BEYOND MATCH EXISTING \ (3) � 3/4" X 11 �/8" LVL �3/4�� X 11�/8" LVL RIMJOIST I� ',I, i MAIN ROOF \ PURLINS � I, ,' i \ PLYWOOD WEB BRACE 2X10 PT SILL PLATE ��- --- , ��^, SIMPSON MIU211 HANGER " ° � i i a 1 �� 5/8 ANCH�OR BOLT , 0 3 � � 48 O.C. W 5 EMBED. � ----- 1 /a"X11 /s" TJI �16" O.C. / a ° .' i SKIM COAT STUCCO � � BEYOND `_,.' °o OVER 2" RIGID INSUL. BD. ,! � ; 2X10 RAFTER o � � � � \') #5 REBAR � °� GRADE � � � ! � ' 4X4 POST ° — � � � ' �, #5 VERTICAL REBAR a ( I � � � ' i \ 24" O.C. (TYP.) ° ° a ! — � �� -- � 3" FROM INT. FACE (TYP.) ° ° j , � R-38 BATT INSULLATION � a ' ' � _—� 10" CONC. FDN. WALL ° d � I-- -------- �I-------- --- ----- A401 ; � ' 3/4" PLYWOOD SHEATHING � i WATER PROOFING ° . 4 a I i I I i � � � MEMBRANE ' � � 10" � � �— ^ O3 B FOUNDATION WALL DETAIL (TYPICAL) � �-�/2• - ��-o• OG ROOF DETAIL (TYPICAL) ' , ��.♦ V �-�/z� - ��-o• ; i ' 2X6 FRAMING �-' � i � -� � �� \ R-19 BATT INSULATION ! ; i � \ � j ,, 2X6 BOTTOM PLATE ' � � 1 `, 1 � � 5/a" GWB ' VERTICAL T&G CLADDING � � \\ � FINISHED FLOORING I TO MATCH EXISTING \�� ` \ 3/4" SUBFLOORING / '� AIR & VAPOR BARRIER � `�� 1 , 1 ----____---- - � ��\ � __----_- ------ - -----_----- ------------ -- ' � �� EXTERIOR GRADE PLYWOOD ; � \\ � --- ---- - ------- --— ; ; �\ _ \� ; � i I � � � T.0 SUBFLOOR , e R-38 BATT INSULATION I � - - - - ----- - -�---------- ----- - - \ ELEV. +10 -7-1 2 i 1 � \ ' 1 1 �� 13/4"X11�/8' TJI �16" O.C. �; I � � BEYOND ( � II ,� �� \\ �3/4' X 11�/8" LVL RIMJOIST � �' I� �� 1 _� \� I i�i �3�4��X��8�� TJI � � � �\ '\ � !II 2X PRESS. TREATED FRAMING �16" O.C. .� � ��.r� � \ ' �� \S 2X10 PT SILL PLATE - , , ! 05 � R-38 BATT INSULLATION 5/8" ANCHOR BOLT � � � A401 � � 48" O.C. W/ 5" EMBED. �d COPPER FLASHING /� \ a / f d i i �\ � 3/4' PLYWOOD SI-1EATHING � ' a ; PERMITSET 10.15.13 �\ �� - \ , 2X6 SISTERED #5 REBAR n d G4 � GRADE TO 2X10 RAFTER \�\ \ #5 VERTICAL REBAR a a � '_ ff G a a ; � I I _— I"""_"___I BORDEN ADDITION � 1-Y4" X 20 GA STRAP �� 24 O.C. (TYP.) ° ° I I I I `�\ `\ 3 FROM INT. FACE (TYP.) __ __ _ _ _ 2X10 RAFTER � `� 10'� CONC. FDN. WALL a � � ' V -- � ( — � �, 2X6 K I CK P LATE � ---- - --- � I---- ------ WATER PROOFING ° . 4 a ! I ,� ��...�, -- MEMBRANE �, 10 � °� � o \\ 1X CEDAR TRIM FOUNDATION WALL DETAIL @ DECK (TYPICAL) 04 � ; j 0 A 03A ,-,i2• _ ,�-�' A401 � � ��-�`E �� 1 X CEDAR TRIM „ � � �� J�,E�a' i,��n�� 13/4"X11�/8" TJI �16" O.C. - CONTINUOUS VENT #5„VERTICAL REBAR � .,�'°•,�a�� 2X6 �16 OC WALL—1 1 BEYOND 3 „ 7 „ �p� 24 O.C. TYP. FRAMING � � '� = �� . 1 /4 X 11 /8 LVL RIM JOIST 3" FROM INT. FACE (TYP.) 03 �` � �� A401 ^ � ' `� � 10" FOUNDATION WALL ^� �ST ' p2A��1y0� ,�.�- SIMPSON H6 _____�______________ T.0 SUBFLOOR FOFNc� ° a a WATER PROOFING MEMBRANE ;; � ELEV. 0 0 1 �, � CEDAR TRIM � ° a � �` I'' �� 2X6 WINDOW HEADER � � #5 REBAR � .;��:�j.; ° ° � e ,�3/4��X11�/8„ TJI � � SLOPE TOP OF FOOTING �16" O.C. �' .,. �� Y2" INSULATION � WITH MORTAR ' , Y2' EXPANSION JOINT d a � z � o WINDOW TRANSOM a GRAVEL 2 13/4"X11�/8"LVL �ADE _ ~ ° a � ) , i= __. ,__; ,_____ ,_ � o KINLIN RUTHERFURD ARCHITECTS, PLLC CONC SLAB a a . #5 FOOTING DOWEL EA. .'. I I=I I I—) I I—I I I—I I I—I w z d a d VERT. W 24�� LAP � � — �- 2 � 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 VAPOR BARRIER (} � � 10" POURED " -I I I---I I I I I I--� I I I I : J o .} , NEW YORK,NEW YORK 10018 FAX (775)582-1736 ALTERNATE HOOKS CONCRETE WALL , �'I I=I I I=I I I=I I I—I I I----I � L�' d �• 'p•—I I (—) I I—I I I— I I—I I I- w Q � �5WINDOW HEADER DETAIL (TYPICAL) °g �� j� „ „ "� I_I=I I I=I I_I=I_I I,-I I I—I z � � i-�/z' _ �'-o• a � `� .� 12 X24 POURED �, � -' � � � 4 DRAIN PIPE :' I I I I I I—I I I—� I I=I I I= z Z � a . a Q �I -' C - C�. CONCRETE FOOTING • .� ','� I=�I (—I(I—I ( I—I I I—I �" � � w •.- a — — — — � d � � � ; ��i � . -I��._�_�_�—�_�.�=1 ��_��= o � a ; , a � � °° a ' Q, r� ; � c�'� °� ,_�I_I I=1� I-=1 I 1;=1 I 1=1 '� � Z � � ; Q � a . � �� L A401 — — — . � � �-- WINDOW SILL � � :� a da � -� � �� - I I!��I I I-I I I=1 I I�I I 1= o J o Q ; ;i l ^ ° a a, ° �; � �J/�/�, ; ,^�� .: ' _ � ' --� �� ~ � � o ' 1 j� f� Ur./ d � i�i� �`i�"�"_�� I —I —I I- I I I—I I I- F— m _ ^ �1,� �/ � � � Qa 8 � a ��,< �/��J .J/'�� r �: � �i-;i i i-i;i=i�-i i i-i M �z� 2xs o '`� Q a a �a � ��R� �, � �:. �:;' ' ;I II-1Iltl I I-1II- x 2X6 FRAMING _� ` ; � ; � I .�� , �, , -= , -� !��I�--- �,n ______ T.0 SUBFLOOR � - ` , " EXTERIOR GRADE PLYWOOD � `� . ° � a e ��j�l�j C�j� . '.• ': •. I ., .` ; .� ti .• •• .- .. � �=I — �- ELEV. TO MATCH EXIST. N R-19 BATT INSULATION � � � � � • --- --- -- ' �'�� - - - , N AIR & VAPOR BARRIER a Q � ` . I- � 5�� WB j VERTiCAL T&G^CLADDING ° � a d °� �� i�f ! !�;��_�—�!�— ��.�° � ��! I I—I I , a �� G �, ��o Ii—i�I---- � � I I i —I I I- =�=I i I;�i CONSTRUCTION DETAI LS W TO MATCH EXI�TING ,� „ ��/� ,��,j��/� �� -I (I,—I I I�I I I=I I I=I I -1.1 —,'I.= I I—_� I I—I I i—I I ,- _ W 6 G R A V E L 3 "�`��«`�'/� `^' ` � (=1 (�_ �i I—� � �_� ��_� '��—�� _��(_�� (_��_� �_�� _� � #5 REBAR TYP. ALL TYP. -iii—iii�-iii--iir--iir--iii----iii--iii--------iii---- iii�-iii- iii- zAROUND CONTINUOUS 2,_�„ ♦��♦ HALF SCALE � A-401.00 x O i1 WINDOW SILL DETAIL (TYPICAL) 02 FOOTING DETAIL (TYPICAL) O � WALL SECTION (TYPICAL) o ��r �-�/2' _ �'-o' �-�/2• - �'-o• �/2' _ �'-o• PROJECT: 190 SH EET: N/A !t!!!��!D�l�h� SCHEDULE EXTElRlO� DQO� SCHE�ULE FIRST FLOOR Rough Opening Size Jarmb Divided Exterior FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth light Screen Hardware Cladding REMARKS Door# Room# Rm Name Type Manufact. Product# Description Width Height Depth Type light Screen Hardware Finish REMARKS 101 � 105 TV ROOM A NOnWGOD (3)Dti2b48 DOUBLE HUNG V.I.F. 4'-9 1/4" MATCH EXIST. Y jiv1ATCH Ei(IST.j MATCH EXIST. j ElOi 11C KITCHEiJ A � ti0^n1h'OGD � FD3466 j EXISTIfJG F^nENCH DOOR TO BE FEUSED V.LF. � V I F. I I I I 102 � 105 N ROOM B NORWOOD � DH2648 DCUBLE HUNG 7-7" 4'-9 1/4" MATCH EXIST. � � Y ��MATCH EXIST.� MATCH EXIST. � I I I NORWOOD f FD6486 I MULTI-COf.1PONENT I 6'-1 5/8" I 7'-2 1/2" I MATCH EXISL � I I Y I I MATCH EXIST. I I E102 109 4 S.SUNROOM B 103 � 105 TV ROOM C � NORWOOD � {3)DH3048 DOUBLE HUN� VJ.F. 4'-9 1/4" MATCH EX!ST. Y iMATCH EXIST.� MA?CH EXIST � I _ I i_ � NORU!nOn � CUSTOA� i DOUBLE FRENCH DOOR/TR.ANSOM V!.F. V!F. I i i 104 105 TV ROOM 6 NORWOOD DH2648 DOUBLE HUNG 2'-7" 4'-9 1/4" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. NOTES: NORWooD GH3o48 I MULTI-COMPONENT 3'-1" 4'-9 1/4" MtiTCH EXIST. � Y 'MATCH EXIST.i MATGH EXIST. � 1. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, 105 106 OFFICE D NORWOOD TR3005 DOUBLE HUNG/TRANSOM 3'-1" 1'-8 15/16" NORWOOD DH3048 MULTI-COMPONENT 3'-1" 4'-9 1/4" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 106 106 OFFICE D NORWOOD TR3005 DOUBLE HUNG/TRANSOM 3'-1" 1'-8 15/16" NORWOOD (3)DH304S MUITI-COMPONENT V.I.F. 4'-9 1/4" MATCH�XIST. Y MATCH EXIST. MATCH EXIST. 107 106 OFFICE E NORWOOD (3)TR3005 DOUBLE HUNG/TRANSOM V.I.F. 1'-8 15/16" NORWOOD (2)DH3054 MULTI-COMPONENT V.I F. 5'-51/4" MATCH[XIST. Y MATCH EXIST. MATCH EXIST. 108 109 4 S SUNROOM F NORWOOD (2)TR3005 DOUBLE HUNG/TRANSOM V.I.F. 1'-8 15/16" NORWOOD (2)DH3054 MULTI-COMPONENT V.I.F. 5'-5 1/4" MATCH EXIST. Y MA?CH EXIST. MATCH EXIST. 109 109 4 S.SUNROOM F NORWOOD (2)TR3005 DOUBLE HUNG/TRANSOM V.I.F. 1'-8 15/16" NORWOOD (2)DH3054 MULTI-COMPONENT V.I.F. 5'-5 1/4" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 110 109 4 S.SUNROOM F NORWOOD (2)TR3005 DOUBLE HUNG/TRANSOM V.I.F. 1'-8 15/16" NORWOOD (2)DH3054 MULTI-COMPONENT V.LF. 5'-5 1/4" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 111 109 4 S.SUNROOM F NORWOOD (2)TR3005 DOUBLE HUNG/TRANSOM V.I.F. 1'-8 15/16" 112 109 4 S.SUNROOM G NORWOOD TR3005 TRANSOM 3'-1" 1'-8 15/16" MATCH EXIST Y MATCH EXIST. MATCH FJCIST 113 109 4 S.SUNROOM G NORWOOD TR3005 TRANSOM 3'-1" 1'-8 15/16" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 114 110 KITCHEN B NORWOOD DH2648 DOUBLE HUNG 2'-7" 4'-9 1/4" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. SECOND FLOOR Rough Opening Size Jamb Divided Exterior Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth light Screen Hardware Cladding REMARKS 02 �NINDOW SCHEDULE 201 208 G BEDROOM H NORWOOD DH2654 DOUBLE HUNG 2'-9 3/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 202 208 G.BEDROOM I NORWOOD DH3054 DOUBLE HUNG 2'-11 5/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 203 208 G.BEDROOM H NORWOOD DH2654 DOUBLE HUNG 2'-9 3/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 204 209 BATH J NORWOOD DH2454 DOUBLE HUNG 2'-7 1/2" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 205 209 BATH H NORWOOD DH2654 DOUBLE HUNG 2'-9 3/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 206 210 W I.CLOSET H NORWOOD DH2654 DOUBLE HUNG 2'-93/8" 5'-4 1/2" MATCH EXIST. Y MATCH F�CIST. MATCH EXIST. 207 210 W I.CLOSET H NORWOOD DH2654 DOUBLE HUNG 2'-9 3/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. 208 210 W I.CLOSET H NORWOOD DH2654 DOUBLE HUNG 2'-9 3/8" 5'-4 1/2" MATCH EXIST. Y MATCH EXIST. MATCH EXIST. NOTES: t. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. r------------------------------------� i i r------ -- -- ------� 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 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 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 PERMIT SET 10.15.13 / \ i i / \ i i rIN i i �IN 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 � i i � � � � � ' ' BORDEN ADDITION � , 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 i i � � \ / i i i i i i i ii i i i i i i \ / \ / \ / \ / � i ��REfl ARcyi � J�E D. i� �T CUSTOM PANEL ,J H G �� ¢ � I `Z` � � �... ,c� � B A �: .i��:, . DH2454 DH3054 DH2654 TR3005 DH3054 � �a� '�' �� 204 202 201 111 TR3005 9�'�c �2��$ -l�Q FD6486 FD3486 203 112 �pg 4F N�� CUSTOM TRANSOM E101 205 113 109 E101 EXISTING TO BE REUSED 206 110 207 208 r -------------------------------------------� �------------- � 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 � � � KINLIN RUTHERFURD ARCHITECTS, PLLC � � � � i ,i I i r------------------------------------------ -- i i � � � Ho�oowNs iNSTa,��aTio►v rvoTEs: SHEARWALL SHEATHING � EQUESTRIAN AVENUE - FISHERS ISLAND 1. ALL HOLDOIh'NS USE %" STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. REQU{REMENTS SHALL I TAB�E R301.2(1) 2. ALL ANCHOR EOLTS ARE %" �iAra�rER. EXTEND TQ THIS POINT j CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. FRAMING AT INSTALLATiON LOCATIONS WILL BE DOUBLED AND NAILED 3" �.C. � Ground Seismic SUBJECT TO DAMAGE FROM Winter iceshield 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. Snow Wind Speed Design Frost Line Design Underlay Flood 5. BOLT HOLES SHALL BE A �AINIMU'� OF Y2" TO A MAXIMUM OF Ys" LARGER THAN THE Load (MPN) Category ��,�l�a,hering Depth � Termite Decay Temp Required? Hazard BOLT DIA!�ETER (PER 1997 NDS, SECTION 8.1.2.1). i i i Moderate Slight to 6. STANDARD WASHERS ARE REQUIRED ON STUD 60LTS AGAINST VJOOD. NO WASHER IS I 45 120 � B � Severe 36" to Heavy � Moderate 11 B Yes N!A REQUiRED ON LOAD I RANSFER PLATE OF HOLDOWN. 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO Ho��owNs - GAMBREL ROOF I occuR. FRAPrIING I 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WI i H BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE O� DESIGN CRITERIA FIRST HOLDOWN. CEILING 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Y� TO Yz TURN WITH A WRENCH, WITH FRAMING CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN SHEATHING NOT TO OVER-TORQUE THE NUT. CODE ANALYSIS: 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) USE/OCUPANCY: R3 (5 BEDROOM, SINGLE FAMILY) RIDGE: 27'-4 1/2" TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUIIDING CODE OF THE STATE OF NEW O� HOLDOWN INSTALLATION YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SEf FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. HOLDOWN POSTS OR ROOF RAFTERS SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. 0 LATERAL FRAMING AND SHEAR CONNECTIONS: s��Ps�+��,8 ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES ° ' '^ � INCLUDED. �� `� HOLDOWN � � � SIMPSON HW8 \ � UPLIFT CONNECTIONS: ' � ' ` � ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEEf OR EXCEED THE ° SIMPSON H10 IX2 H25A \ `, REQUIREMENTS FROM TABLE 3.36 OR 3.3 IN THE W.F.C.M. � � \�� 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS `, SPECIFIED IN TABLE 3.3. �°:= �'a'•d: \ 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN • �� ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. SUNROpd DETAIL ��\ ANCHOR BETWEEN RAFTER/TOP PLATE CONNECTORS: PROVIDE SOLID �`,\ HOLDOWNS SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE BLOCKING BETWEEN �� CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE 03 SIMPSON CONNECTORS BOUNDARY POSTS � INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACIIY No sco�e Hurricane Tie and Hddown `� AND 100 LB. LATERAL CAPACIIY PARALLEL TO WALL. �ic,LL oera� ` �\ .. RIDGE STRAPS: '� T.O. SECOND FLOOR S.F. I _-. -- -- --- - - _._..__._. _.. ...... ..._ __...___ __ _ _____.._..._..._ __... RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE � REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. � ''' I� OVERTURNING RESISTANCE: NAILING SCHEDULE: FROM WFCM � � '' \ � I RN R R DJACENT TO WINDOW OR DOOR OPENINGS. I ' SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILD NG CO E S 0 A �i' A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFIC HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. RIM BOARD HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED FASTENERS TO EACH POST. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS � 6" o.c. M�N. u.o.►v. FLOOR INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCREfE FACE U.O.N. PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER FRAMING BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FR,4MING SPACE WITH COUPLER NUT AND THREADED ROD AS REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST ROOF SHEATHING: PERMIT SET 10.15.13 IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHEATHING SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP OFPT�E W.F.0 MSE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE BORDEN ADDITION WALL SHEATHING: BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE BLOCKING @ EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2Y" �o►vc MiN. ALL P NEL EDGES WALL SHEATHING ATT/�CHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END W90 FRAMING PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. ED AR PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE �C�� Ch'i�. HORIZONTAL BLOCK D�IMENSION SHALL MATCH WALL THICKNESS. �� GE p' ";�,, F SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. STUD TO STUD (FACE-NAILED) 3-16d 24" o.c. HOLDOWN POST ��r��J,, ,�., `Z �-� FLOOR JOIST BRIDGING: & WAL L FRAMING - �,, ,r.�1 � BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BEfWEEN JOISTS AT 6 FOOT INTERVALS. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES �`�'�` ; ,c FLOOR DIAPHRAGM BRACING: ' � �2Q��'t�� BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD FOfi NE`� MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. HOLDOWN, ALIGN 5-16d PER 2 X 6 STUD VERTICALLY W/ woo� sTu�s: ANCHOR BOLT ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. 6-16d PER 2 X 8 STUD INTERIOR WALLS, UNL�SS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT BLOCKING (FACE-NAILED) PROVIDE SOLID BLOCKING KINLIN RUTHERFURD ARCHITECTS, PLLC TOP Pu�TEs: BETWEEN BOUNDARY POST DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST AND RAISED FLOOR FRAMING THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR sso wesT saTH sTREET,su�Te�oos TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 �OAD BEARING WALLS. BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END T.O. FIRST FLOOR S.F. - - - -- - - --- -.._. .- -----_.._._. _. --. . ._ ._. .... .. _.. � BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END ! ' GENERAL NOTES: „ „ �� BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK 1. SILL ANCHOR BOLTS SHALL BE � DIA. L BOLTS WITH 5 CONCRETE EMBEDMENT, PIACED AT 48 O.C. � CONT. RIM BOARD MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST � 2x PRESSURE 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST FLOOR TREATED SILL R � `n 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED FRAMING N IN STRICT ACCORC7ANCE WITH THE MANUFACTURER�S WRITTEN SPECIFICATIONS. RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST SILL R ANCHOR N 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY BOLT CODE ANALYSIS v� MAX. WI HR(3) NAILSRMINIMUMAIEAC� BLOCK OP PLATE WITH 3" x 0.131" FRAMING NAILS � 3" O.C. RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT CONCRETE HOLDOWN ANCHOR FDN. WALL BOLT � 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING �, OF 16D COMMON NAILS � 3" O.C. MAX. z6. DIMENSIONAL LUMBER SHALL BE SPF N0. 2 OR BETTER, UN!ESS OTHERWISE NOTED. HALF SCALE �� A �01.00 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH � � AND SHALL HAVE 6� AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. PROJECT: 190 CODE ANALYSIS 02 NAILING SCHEDULE O 1 3 YPIC AL SHEARWALL SECTION O5 SHEET: N/A i � i FR NT COV RED � � SIMPSON HDU8 �I�. � PO��H I '//�� SIMPSON HDU8 ` � �PROP I OSED l � i ! / 0 0 0 - o 0 0 0 o � ' a -� I �-�-- I -- I-�===�----RE —' BATH � � SIDE —� 103 ° II pR PDS D SIMPSON HDU8 ENTRY / _ _ �� 113 II / I PROPOSED —��__—� � i SIDE � \� '� COVERED �� SIMPSON HDU8 PORCH � � - � TV ROOM 114 j PANTRY/ j 105 PROPOSED I STORAGE I - PROPOSED � »� � VESTIBULE o LPROPOSED J lO4 PROPOSED I ---------- I � I --o - ' ---- --- -- -- - - -- -- -- ----- ------ -- --- ❑ - ° - - -- - - - - - - - - - - - --------- --- --� o a o .a,. �---- r 102 �ii � � � �� L___ J II -------- - II � -1 II SIMPSON HDU8 � I II p � I II � I II I I � OFFICE II I SIMPSON HDU8 � I II I L-------- - I 106 II I I PROPOSED II I I II J II o ' 103 ii �� u ii 0 / D O OO / / PERMIT SET 10.15.13 BORDENADDITION SIMPSON HDU8 O� HOLDOWN LOCATIONS �/4•=�'-o• i DECK �RED ARC �13 ' ��JG� � ki ,y'��` EXISTING �� ` ' 2 � ��;�``�: � �� I � �- ,�: �� ' �29�$ p F�F NE`�~ � SIMPSON HDU8 HOLDOWN ANCHOR BOLT A EXTERIIOR DOOR 2X6 FRAMING � R-19 BATT INSULATION � SIMPSON HDU8 +_� � 2X6 BOTTOM PLATE °� HOLDOWN ANCHOR BOLT + " � KINLIN RUTHERFURD ARCHITECTS, PLLC �� 5/a" G WB r— FINISHED FLOORING ' a FINISHED FLOORING 330WEST38THSTREET,SUITE1006 TEL:(212)695-2988 + �'I o ` NEW YORK,NEW YORK 10018 FAX.(775)582-1736 3/4" SUBFLOORING � VERTICAL T&G CLADDING 3/4' SUBFLOORING � CEDAR SHINGLES TO MATCH EXISTING TO MATCH EXISTING AIR & VAPOR R-38 BATT INSULATION j ;I; AIR & VAPOR BARRIER R-38 BATT INSULATION � I , �il BARRIER CONNECTOR SPECIFICATION: 13/4"X11�/$' TJI �16" � � �!il' �" 13/4"X11�/8' TJI �16" � � �" EXTERIOR GRADE EXTERIOR GRADE PLYWOOD �, O�.C. BEYOND I ,I ;i'',, O.C. BEYOND �II, ;'',,, PLYWOOD RIDGE SIMPSON LSTA 24 � 16 O.C. � 13/a� X 11�/a" LVL I'I i'''' � �3�4" X 11�/a' LVL , ;';;i HIP RAFfER SIMPSON LSTA 24 � 16 O.C. RIM�OIST �! 2X PRESS. TREATED FRAMING RIMJOIST I I 'I RAFfER TO STUD/TOP PLATES HTs 2s o is o.c. 2X10 PT SILL PLATE ,4 �� 2X10 PT SILL PLATE a 4 � � - � 5 8" ANCHOR BOLT ' � COPPER FLASHING 5 8" ANCHOR BOLT ' -- cn R,qFTER TO HEADER HTS 28 O 16 O.C. � � ' �)�da SKIM COAT STUCCO >C � 48" O.C. W/' 5" EMBED. e, � 'ii � � 48" O.C. W/ 5" EMBED. �=��P� OVER 2" RIGID INSUL. BD. N HEADER TO JACK STUD LSAT 18 — 2.5 FT #5 REBAR ° i/ a a ° GRADE #5 REBAR ° ��ia °°.__ _ GRADE N LSAT 30 — 3 FT #5 VERTICAL REBAR °�� e — I=! I=—_- #5 VERTICAL REBAR ,� ��. ' —_ ___ j._______� __ CODE ANALYSIS v� 24" O.C. (TYP.) ° ,�'� ` ----- — I_)------------- 24" O.C. (TYP.) a �;% °—--� ----I---�-I- --------� W Ms� as - �o Fr 3" FRO,M INT. FACE (TYP.) � _ �_ 3" FROM INT. FACE (TYP.) ' - x MSTI 72 — 16 FT < ` ' 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 10 CONC. FDN. WALL ( ( I ( I—I 10 CONC. FDN. WALL a WATER PROOFING „ � WATER PROOFING ��„ ` HALF SCALE ¢ ?ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 � 16 O.C. z MEMBRANE MEMBRANE A��O� ■OO � � STUD TO SILL SIMPSON LSTA 36 � 16 O.C. o PROJECT: 190 HOLDOWN DETAIL @ DECK O 1 HOLDOWN DETAIL TYP CONNECTOR SPECIFICATIONS O� ,•=,�-o• �._�.-0. SHEET: N/A i � � � ; � ELECTRICAL LEGEND � Fp WALL MOUNTED LIGHT FIXTURE Ci I—TOUCH CONTROL OO THERMOSTAT � RECESSED LIGHT FIXTURE � DUPLEX RECEPTACLE �, SMOKE/CARBON MONOXIDE DETECTOt� � V!�P.TERPROQF RECESSED LIGHT F!XTURE �w.a. WATERFRCOF CJPLEX REC�PTACLE O SMOKE DETECTOR -� SUftFACE MOUNTED LIGf1T �IXTURE � SVVITCHED DUPLEX RECEPTACLE CARBON MONOXIDE DETECTOR Q � UNDER CABINET STRIP LIGNT OUTLET, ONE SIDE ONLY � i � ��F�� GROUNDED FAULT RECEPTACLE OUTL�T O HEAT DETECTOR FIXTURE FITTED WITH A I HIGH—EFFICACY LAMP � QUADRUPLEX RECEPTACLE � FIRE ALARM HORN ♦ PUCK LIGHT O ACCESS POINT p DOORBELL $ SWITCH SWITCHED FLOOR RECEPTACLE � INTERCOM $o DIMMER SWITCH � OUTLET, ONE SIDE ONLY � IN—CEILING SPEAKER � $a 3—WAY SWITCH � SHADE MOTOR � BOOKCASE SPEAKER $30 3—WAY DIMMER SWITCH b TELEPHONE/DATA FRONT � DOOR OPERATED SWITCH �4 TELEPHONE COVERED � � LIGHTING CONTROL KEYPAD Q TELEVISION PORCH �P I—PAD CONTROL � EXHAUST FAN 112 . PROPOSED � GENERAL ELECTRICAL NOTES: { 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. � ' 2. ALL RECEPTACLES ARE TO BE ---- -- "DECORA" STYLE, AND ALL DIMMER SWITCHES ARE TO BE '�DIVA�� SWITCHES � WITH NO NIGHTLIGHT. � �� REF. 48" �� —u� ow �o� —� BATH 3D i I II II REF. �� __J ' � � � 103 � 3. ARC—FAULT TYPE OUTLETS ARE ___�___�_____�_______ ____=__� EXISIING �' pR osE I L REQUIRED UNLESS NOTED AS GFI. �' --------- -- - - ---- - ---- - ---- - —- - - ---- - - . - ------ Q PROPOSED � � /� � , 4. REFER TO INTERIOR ELEVATIONS FOR � EXACT ELECTRICAL LOCATIONS. . " I � f� � i ENITRY 1t3 � _ �.., H LL � __ —___� � � I � i � � �� J 1 O �\ /� —� --- - - - --------- - ------- - - --------- -- -- �l �l EXISTING I PANTRY/ i KITCHEN � �' �• �_� �� \�� ' SIDE i STORAGE � I 110 � ��_� � � , COVERED i cF� i EX�� PR VEST BULE � PORCH � � � � 102 � 1 4 � TV ROOM 0 111 � - � — 105 ---- - --- -- ------- -- ---- - - 114 � PROPOSED � I I � EXI TfNG � o I —- - — --�- - -------� � - ---- �— -- L—————J —— _,._,J M 1 PROPOSED PROPOSED I �- -- �-j \�J PRO 0 D I � � , � GFI � I � M 3D �____ � _ .. ' ,. .. n, I � I - _ _. ._.._ . .. — �J — — — — — — — — — -------- — — --_------ — — — — — �— r____� o � � � � � � � ---- --- � � L___ J I I r-------- — I I � � � � � � PERMIT SET 10.15.13 � I I � I � I I i DINING � LIVING � —_ _— � i � �os �o� i � i i L-------- — EXISTING Ex�S�N� i OFFICE � � BORDEN ADDITION I ___j 106 , I � PROPOSED � � � —- -— � � � 3D ( ----- --------- ��.o AR� ( I ��JGEn. , y�T� n I � cb� �"`''1 �2 �� I '�� 4 SEASON � u�r�� ` �� 3 r.�a: . I ti ""� � , SUNROOM i � a��Q��`" o�� 109 � j 4F �lE�N y EXISTING I I I I I EXISTING DECK � NEW DECK • TO REMAIN � ADDITION I DECK � KINLIN RUTHERFURD ARCHITECTS, PLLC .�13 ( I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 EXISIING I I I I I I I I I I � - I � cn � A � N I w ELECTRICAL PLAN N � �, , 1S`f FLOOR W W x ¢ O 1 1 ST FLOOR PLAN HALF SCALE � ,,4�=,�-°� E-�.01.0 0 o PROJECT: 190 SHEET: N/A i I I i _ , � , � ELECTRICAL LEGEND � �Q WALL MOUNTED LIGHT FIXTURE O I—TOUCH CONTROL O THERMOSTAT � RECESSED LIGHT FIXTURE � DUPLEX RECEPTACLE �° SMOKE/CARBON MONOXIDE DETECTOR � WATERPROOF RECESSED LIGHT FIXTURE �w.P. W,qTERPR00F DUPLEX RECEPTACLE O SMOKE DETECTOR -�3- �URFACE MOUNTED LIGHT FIXTURt � SWITCHED DUPLEX RECEPTACLE �Q CARBON MONOXIDE DETECTOR Q � UNDER CABINET STRIP LIGHT OUTLET, ONE SIDE ONLY � � �c.F.i. GROUNDED FAULT RECEPTACLE OUTLET O" HEAT DETECTOR . � HE FIXTURE F{TTED WITN A � QUADRUPLEX RECEPTACLE 0 FIRE ALARM HORN , HIGH—EFFICACY LAMP , ♦ PUCK LIGHT 0 ACCESS POINT O DOORBELL � $ SWITCH � SWITCHED FLOOR RECEPTACLE O INTERCOM , . . , . ' , .______ $o DIMMER SWITCH OUTLET, ONE SIDE ONLY � IN—CEILING SPEAKER _ i - - `, . _ ,_ _'i :_ � � SHADE MOTOR . . ..._.._._.� , . ,.. _.. .�_�..__...,�.- _' �3 3—WAY SWITCH � -, , . ,.� .. ; ;. , ..,_....._.. ...._.,_ !.r........... BOOKCASE SPEAKER ; ; b TELEPHONE/DATA ' `' ; ,. .-.- .-: _:- .- ; _ $3D 3—WAY DIMMER SWITCH __. :_ - -�: , _ ; ! ._� � � � _ �__.^�._--�-'-,_:-___.__.:_.__.�_+._:.. -; �. TELEPHONE ... �_.r:�=-; a .. . - _, -: - - DOOR OPERATED SWITCH � ; : : : : : . _._ .. . ._..,.. , , Q TELEVISION � ± : ` `_,._�_._. .,-__.,. � -_.....:._.,_.._.._� _ :_._ ,...., Q LIGHTING CONTROL KEYPAD �_ _ _._: . : , ... N -_.... . . .. .. ..._ , ` y ' � �P I—PAD CONTROL ' ��-- EXHAUST FAN -- =- � , ; __ _. ... ._. ... ;_.. ,.__ .... , -- .....: _-. _A_ - , ;...., ___ . . . ..._... �._; ;._. ..__, , . .. _. -- - r-: -;-: _: ;- „ - - � r __ __ . ;. --�. � ; F ; � _. �_�{ :__ ..._ __, , � . , , - _ —, _. ,..W , . . -, ;.-. ...-�-?- __;....._.._....__ ,..� ,�...-:...; .._r-.:...� � . ; ; , ; ; ,. � -I ; r -. . _ ; ; ; � _- GENERAL ELECTRICAL NOTES: ; ��;/ 1 1. ALL LIGHTS WILL BE ON DIMMERS UNLESS OTHERWISE NOTED. i ; _ 2. ALL RECEPTACLES ARE TO BE � '. _ ..:. __...' ........ j °: � r!...- '- - .�.._ v.:... ..:... . :...�_.: ' ; "DECORA" ST D ` ' ' , , . i YLE, AND ALL IMMER .,,__ ..'. - �f SWITCHES ARE TO BE "DIVA" SWITCHES . i , , � WITH NO NIGHTLIGHT. WAL -IN _ � ---- - ---- __ :.__ 3. ARC—FAULT TYPE OUTLETS ARE ; : �_�-- CLQSET � BATH ��, REQUIRED UNLESS NOTED AS GFI. ;_ .__.�__.;.,_...?_ _,: � 2 0 � 203 _.: ... _,. _.._.__x.;,_...:,. , --� -� , ;. `: ? -�--� ExisTwc GUEST : 4. REFER TO INTERIOR ELEVATIONS FOR .. _.._ .._ _. : --- --- � -; BATH BATH �_.... .__, ...._ ,: .:_ _;-�. BEDROOM � EXACT ELECTRICAL L � `.- _ _ .~-; P 0 OSED ZO� � 2O2 _ , > .;— _.,' F_, ._, 208 __, �_. ;. ; � ; _; ._.� �__ EXISTING EXISTING ; `_ s_ :-....�-"_ .... . PROPOSED � : ; . , ; ; GU EST � � i N -- -- : a- _. :_ ,_� , ... .,...__,._'r..,.._y'.. , �\ I - - BEDROOM ' ...� ..... �. . J ' . .. �_'.. �..� _�....: _j/ I "" - ` ' '_""__ � .. .... .....�...: .._ /_` I ! _ _; .._ , �_ ; 204 � ; s . �... ; ; ' ' ' _' � o i EXISTING _ . __� -- '- j � ,-, � ' - . 000 _. '�..... _t-...... _ , � ' '.. . F-: ...�, , � c , ... _; "_'? ' _' __ : _ ; M , - � � CL. _ _: _... _. ;._ ; %.__ .� : ._, .__ ......__.� ; EXISTING , -. t , , � --._ .. ,- � � ;- ' -.. ._: ;--..; _.:. ... _. ,..... . � i � ---- � : - '.,...r ... �.. D _: __.;._ . -- '- ,'..�� 2EXNl ECT 3D � �. . � �� LL ,_ _.., _...._. _r.__:.__._.:._ _ - - Ba._— - - - - - - - - Z OO l T S TI N G - ----- --------- ----- - ---- ---- _..._�.._. .. - -- _. B SD � _ _ _ _ � i � _.� _, � _� — — — � ------ -- -- - - ( -- : ;' � :..i_:. EXISTING �' , ; , : ; --, .. ._...:....... I - � , , , , � -' ' ' -=.'- .�--', ' _........r.__..._....... ... ......_...._....---...._...,-._.-_,_... � CL. CL. � `� �� : i � ii �\ �� - _. _. ; i,i ' — ---� � ----- \� '.- PE R M IT S ET 10.15.13 _ ------ --------- i GF.I. q �I � / \ � CL. � �� - ❑ I �II4 —\ I � �-- — � L - BORDENADDITION =;_�. ------- -- - MASTER � CL. J �--r-1 , - __ ; , ,,� BEDROOM , 3 BATH �--U -_;', ,�' 207 _ 209 -;- ,' EXISTING � G--`� � I PROPOSED � � ,' ' BEDROOM 1 � BEDR00 v1 2 ------- ---- � �- �-�-. ___: � ' ,__ � � E.�E ARC i ,' i .._...-�-�=;-==-�-; ' � : . I . ; � ...._ ..___..;�=.�_,�.�-` �� GE D ', ti�` � ' , . � , - � J H i � � 206 205 � --�,- T- i '.--�, ; --- : ��' ��`'c � , `'2 �-� � I � � \ h. i i EXISTING , EXISTING � � ��',��i. i i ' i i i ' i ��:�;��1 � ^ � � i ' �T 2`�°� O , � � I � , � F OF NE`!� � � i , � � � i � � � i � . � , . , . , � ' I. , . , . , . , . , . , . , . , �`., �' KINLIN RUTHERFURD ARCHITECTS, PLLC , ,�' , . �� 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 / NEW YORK,NEW YORK 10018 FAX.(775)582-1736 i � I � I � � I '[i' � C!1 x A N N ELECTRI N �, 2ND FLOOR � w W x Q O� 2ND FLOOR PLAN HALF SCALE _ z � E 102 .o0 � PROJECT: 190 0 SHEET: N/A �� V � 1� � 1 \ � � �� 1. DO NOT SCALE FROM RISER DIAGRAMS. 2. AL� �J��ORK SH�ALL BE DONE !N ACCORDANCE WITH TNE BUlLDIl�G CQ�JE OF THE TOWN OF SOUTHOLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". g. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 1�0. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK PERMIT SET 10.15.13 I � I ' � BORDEN ADDITION � � � � � � � � � #2 � #2 � 4"V,T.R � T.O. RIDGE � ��4"V.T.R I � � ��E� ARch'i I � ��JG�� k�ti� ��n I � � � I � � m o .�,:',c� 2 '� �°.,1",,� � L--- -- " ' # 'ti ?','a,,c3;. I � �� ,�F i_x. y � 1 112�� I L�� /� �O � �� fi I � � I � p�ca�Q, ,p• � Q � � Ofi NE�'N j NEW LAVATORY � � � I I � NEW TOILET I � � alo I I NEW SHOWER � I i BATH i SECOND FLOOR F.F. I 209 KINLIN RUTHERFURD ARCHITECTS, PLLC 2■ 4" 11l2' �---___ 330 WEST 3STH STREET,SUITE 1006 TEL�(212)695-2988 � ---'—�—---_ NEW YORK,NEW YORK 10018 FAX:(775)582-1736 11l2"i 2"I 1 112 I j I NEW LAVATORY � I I I � NEW TOILET I � I � NEW TUB ol o BATH b 0 - FIRST FLOOR F.F. 103 M 2�� 4" 1112 X N N w PLUMBIN R � C.O. TO EXISTING SEPTIC �, DIAGRAM W W � HALF SCALE zPLUMBWG RISER DIAGRAM � o� � P-101.00 o PROJECT: 190 SHEET: N/A i A ELEV. +41' 3" � ELEV. +41' 3" � -------------- -� I I I I �--------------------� 4'-24,� 4�_24„ �i� � I � i� - -- -- -- - - - I - - -- -- � � 's � 3'-78>. 8�_68., � �. . _ _ __. . i 14'-11„ i j I ,�- - --- -- -- - - - - --- ---- �-- ---- -� �-- ELEV. +41, 3„ � -------- ---` ----------- -----------� I�I00 I �. � �N � ' � N y I . . . - � ^�. _ _ '------------ — -------i ': I NEW FOOTING BELOW I �- --� I . ' r----- � � N I ' : ( ELEV. TO MATCH • � ELEV. TO MATCH I ;. ,, I I I � .•.: � EXISTING FDN WALL EXISTING FDN WALL NEW FOUNDATION WALL :' � I I I I I . � I NEW FOUNDATION WALL I I � -' � I �= I I I � � ' � � �0 � �i� NEW FOOTING BELOW � ' ' I I�nioo � D' � I I M M I • I � „ � I I � 2 -;' " 2 � � � � � �. ELEV. TO MATCH ; � � � •. , ( EXISTING FDN WALL , EXISTNG FDNMWALL I .� I I I I •' . I I � I ELEV. +41' 3" � � I . I I . I I I � • � ELEV. TO MATCH ELEV. TO MATCH I " : I I I � ' � EXISTING FDN WALL I '�:• I I " I , _ EXISTING FDN WALL � � I L----- — — �-- ----- --J I L--J � � :o. .; �• j� I � _� � — �- _ - �=-----`� -�-- - - - i r---� ---- T -� . _ i ,�. _ r��oo $,_68„ , - ___. � ';: . � 7'—g4�� ELEV. TO MATCH ( ' � EXISTING FDN WALL I ; . I " I � � I / � . PERMIT SET 10.15.13 � �� I I „ � r�oo 2 — o0 - � BORDEN ADDITION ,_ _ ; i :�.: i � i j ' : � NEW FOOTING BELOW -- I � %� ELEV. TO MATCH � ` • I / EXISTING FDN WALL � '� I NEW FOUNDATION WALL �� ; ' I ---------- -- --J I . . . . . -, :o `N ' . � � �,��f�E�AR i�. , —=-------- ------- �� J�,E • ki �`C� ' I �v 2 ��": - - � 12'—54„ , `:.^ � 9..r . 1 :� ( r I Y��: '�^♦y� ^ / � O��"'�f\ �� I 9�F OF RE�� I I / I I LEGEN a ' `�- , , ` I I SONOTUBE LOCATION TO ALIGN WITH EXISTING DECK SUPPORTS KINLIN RUTHERFURD ARCHITECTS, PLLC — FOOTING / I I 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 l I I ` FOUNDATION WALL I <. , . - � � _ / - - - - - - - - - � , _ _ _ _ , � X INDICATES LOCATION OF COLUMN , `�� EXTEND EXISTING DECK � �� ^ �" A � � INDICATES EXISTING TO REMAIN _ N ` w _ _. . - - - - �� FO U N DATI N N � E� , W W � ¢ FOUNDATION PLAN HALF SCALE z o�� ,,4�=,�-°� S-100.00 � o PROJECT: 190 S H E ET: N/A i A � - - - -�- - - - -� � � . � i I � � � � � � � � . __ _ ._. _ _ .._ 1__ _._ .. _ _ _ . .. _ _... _ _ _. . . � „ � .. LVL � �2� 3�4 X� ��8 (1)13/4"X11�/$" LVL � RIM JOIST RIM JOIST � — — — — (2)13/a"X 1I 1�/8" LVL (1)13/4„X 1 1�/a" LVL RIM JOIST � RIM JOIST 1 /4 X11 /$ TJI � ,. �: x � � B _ �_ -- ' - - - - - - � � 1 /4'X1 ' TJI (1)13/4"X11�/a" LVL 16" O.C. �Z��3/4��X11�/s" LVL RIM JOIST RIM JOIST jPERMIT SET 10.15.13 (1)13/4"X 1 1�/8" LVL 1 /4'X11 /8" TJI RIM JOIST „ _ _ BORDEN ADDITION 1 /a"X11 /8" TJI (2)13/4"X 1 1�/s" LVL „ RIM JOIST �FG� A�'C ��J�J�,D. l��j`�` J �� \ � �� I �.;`��1 � �`: IP � �� , PRESSURE TREATED 2X10 RIMJOIST ?°. 029 �,'�y�� o �? I � �fi I�E�� - � � o � ' - ' Q `° I / - � - - w I � � � � I LEGEND � � Q I � N � I MEMBER "B" SUPPORTS MEMBER "A" ( USING SIMPSON HUTF HANGER I � � � I KINLIN RUTHERFURD ARCHITECTS, PLLC - " II 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 MEMBER "A" SUPPORTS MEMBER "B' I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 USING UPSIDE-DOWN SIMPSON HUTF r I � HANGER I � � ,� ' �- - - - ( - - - - � I , L MEMBERS "A" AND 'B" JOINED USING - (2) SIMPSON H�A10 ANGLE BRACKEfS I � PRESSURE TREATED 2X10 RIMJOIST BOLTED TO PRESSURE TREATED _ INDICATES LOCATIONS BEARING LOAD 4X4 POST (TWO Y2��THROUGH � TIHAT MUST HAVE STRUCTURE IN WALL A BOLTS). POST SET ON E�� XOIR COLUMN BELOW. (2 STUDS OR 4" N STEEL COLUMN) _ AB44RPOSTPBASE ITH SIMPSON N .. FRAMING PLAN w N �' � INDICATES EXISTING TO REMAIN 1ST FLOOR w w x � HALF AL � ¢ NOTES: O� 1 ST FLOOR FRAMIN P z �-101.0 0 � A�L LVL�S LAGGED INTO POSTS WHERE 1/4'=1'-0' � POSSIBLE USING 5/8" DIAM. LAG BOLT � W/ WASHER PROJE T: SHEET: N/A A 2X 12 RAFTERS 16" O.C. � (1)13/4"X 1 1�/8" LVL � RIM JOIST , �--------------- -------- - - - - --------- --------- --; � � � � � i ; . .. ... .. _ _.... . .. .. __. . ... _ .. _ _. ..._ ... _.... _. _..- - - -- ._ .._..._ _..._ . . i �2 3��X� �� 3 �� » � � - � )1 4 /8" LVL (1)1/4 X11/8 LVL i i RIM JOIST 1 � - - - - - - - -------------------------------J ' L-------------------------------------- - - - - - - - - - - - -- _ _ . . . _ _ . ._ . _. _ ._ _. .._. . . ... .. .. .. ._ . . ._ .. .. . ._ _ ..... _... � (2)13/4"X 1 1�/8„ LVL RIM JOIST � (2)13/4"X11�/8" LVL RIM JOIST � � � '� 13/4"X11�/8" TJI � 2X 12 RAFTERS X x` 16" 0.C. 16" O.C. M M (1)13/4"X 1 1�/8„ LVL � — — — — — — � � — — — — — —� � — - - - -, � (1)13/4„X 1 1�/8„ LVL 3 �, �, (2)13/4"X 11�/8'� LVL ; (1)1/4 X 1 1�/8 LVL � RIM JOIST � ' (2�13/4"X11�/a" LVL PERMITSET 10.15.13 (1)13/a"X11�/a" LVL ' RIM JOIST ; RIM JOIST � � �3/4„X11�/8" TJI i �3/4"X11�/$„ TJI 16" O.C. � , BORDEN ADDITION � � � � � � � � , f . , � � � � , � � ; F D A�Cy/� i � ��R�D• k/ � �-------------------------------� �-------------------- — — — — — � �� Q ,: .�, Z � - i � �i ii �'`-�-s«_�.t`;f� �` i I r. .�', '�'� � ; ; (1)13/a"X11�/8>, LVL (2)1%4"X11�/s" LVL 2°� 02� g1� QQ''� � � RIM JOIST OF N�� ; , � � � � LE G E N D� �--------------------------------------�--------------------------------------� MEM�ER "B" SUPPORTS MEMBER "A" USING 51MPSON HUTF HANGER � I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 MEMBER �A" SUPPORTS MEMBER �B" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 � USING UPSIDE-DOWN SIMPSON HUTF � HANGER � L MEMBERS A" AND "B" JOINED USING ' (2) SIMPSON HGA10 ANGLE BRACKETS � - INDICATES LOCATIONS BEARING LOAD � THAT MUST HAVE STRUCTURE IN WALL A x OR COLUMN BELOW. (2 STUDS OR 4" STEEL COLUMN) N N w FRAMING PLAN � �, � INDICATES EXISTING TO REMAIN , 2(VD FLOOR w x � � z NOTES: O�I 2ND FLOOR FRAMING PLAN HALF SCALE � ALL LVL'S LAGGED IWTO POSTS WHERE I ��4�=��-°� S-10 2 .0 0 � POSSIBLE USING 5/8" DIAM. LAG BOLT � W/ WASHER PROJECT: 190 SHEET: N/A I � � i � A I r-------- — --------------- ------------------------------� i i j � I i � � - � - - - - - -- - ' - . I 2X6 KICKPLATE NAILED TO � � � � 2X6 KICKPLATE NAILED TO 2ND FLOOR SUBFLOOR — — — — ---- � � — — — — 2ND FLOOR SUBFLOOR �. _. .. . _ ... .. .. . _ ..... - - , : � i i � i i i � ii ii ii ii ii ii ii 5 Y2" X 11 �/e" PARALLAM ' ' , ; ` � 5 Y2" X 11 �/8" PARALLAM PSL PURLIN ; ; ; ; i i i i PSL PURLIN LJ LJ L_! LJ � 7 � � � � X� X� � � 5 Y2' X 11 �/$" PARALLAM 5 Y" X 11 �/8" PARALLAM � PSL PURLIN PSL PURLIN r� r-� —"' I I � I I I I I � f''t r 1 � � � � 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 � ,-,� 2X6 KICKPLATE NAILED TO 2X6 KICKPLATE NAILED TO ; ' 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR ; � i PERMIT SET 10.15.13 i � � i - � � i � ' i i I � Xe 1 ' f I I � I - � � � J BORDENADDITION � � �' 5 Y2" X 11 �/8" PARALLAM � PSL PURLIN � ,� � � � , , - , � � - ; �� 1 , � � � � � I � I I � � � � i � � � , � � � � � I ��RED ARC�i �--------------------------------i i-------------------- — — — — — — — — — —� �„�m4`��p�"!��i2��.,� i i �' '.�,rt=�->. i i � �p i i ,;e w��- i1� � � 2X6 KICKPLATE NAILED TO - � � ', � 2ND FLOOR SUBFLOOR �� 02��'"�� c ; � ; OF �Gys-1 � ; I ' LEGEN D ' ' ' ' ' � �-------------"-----------------------------------------------------_-------------� A MEMBER "B" SUPPORTS MEMBER i4" USING 51MPSON HUTF HANGER � � KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 3STH STREET,SUITE 1006 TEL:(212)695-2988 MEMBER 'A" SUPPORTS MEMBER "B" NEW YORK,NEW YORK 10018 FAX:(775)582-1736 USING UPSIDE—DOWN SIMPSON HUTF � � HANGER L MEMBERS "A" AND "B" JOINED USING (2) SIMPSON HGA10 ANGLE BRACKETS � - IND�CATES LOCATIONS BEARING LOAD � THAT MUST HAVE STRUCTURE IN WALL M A x OR COLUMN BELOW. (2 STUDS OR 4� _ STEEL COLUMN) N • N N FRAM I NG PLAN �' � INDICATES EXISTING TO REMAIN w � W LAR TI E x � z NOTEs: COLLAR TIE FRAMING PLAN O� HALF SCALE � ALL LVL'S LAGGED INTO POSTS WHERE � 4•_��-0• � �O� .�O " POSSIBLE USING 5/8" DIAM. LAG BOLT � � � W/ W.4SHER O PROJECT: 190 SHEET: N/A i ; _ � . � � � O � ;-�- - ------- --------------------------------; � _ _ � � � � � � � , _ , � � , � � � � � - - - - - - ------------------------------� �----------------------------------------------- - - - - - - - - - - _ - _ . . _ _ ._ � � � � ` ' ,/ __ - - __ � ��,,' � , � , FW- CU wU Q � Q � �.. �= O�p i 0 cfl 2X12 RAFTERS X � X 2X12 RAFTERS 16" O.C. `V � c.� � `V 16" O.C. w . �o wc� cO L� � U � � Q O Q � X �. �. N �Cp O � � � � X X N � N ___ _..---..__ _..._.._. ..__.. _ � \J — — — -- - - - -- - — — -- — -- — — — —O ___... ._ __._..... ........ � — — — — — J � — — — — — — —r i i i I I i� N I �� W � ,� � U PERMIT SET 10.15.13 i � Q � � �: � ' cD � � O � � , 2X12 RAFTERS � � X I i ,,�' N ,s" o.c. BORDEN ADDITION � , _ _ . _ _ _ � � ,� , � , � , , , � � , � � , ; , , . � � � � � � � � . � � . ._ _ - - - - _ `�S��R o. ,�cti�� --------------------------------- � L , ..,a. � �------------------------- — t,r,� .� L I - - - - — � Zc �� a ' R"�.Y;-.,. •_-�� I �,h`ri; '?'� � � � �:`�F�,jt`� � ( � ' .. � � C�� '� � � �1.- LEGEN D � � , � °?�� 4 , � � ; _ _ _ _ __ ; �F NE� � � � i � USNGESIMPSON HPUTF HANGERER "A" i % - - - - L---------------------------------------- ----------------------------------------� � — — �i'. � i ,, � � MEMBER `A" SUPPORTS MEMBER "B" �� I USING UPSIDE—DOWN SIMPSON HUTF % � � HANGER `;%;;.' KINLIN RUTHERFURD ARCHITECTS, PLLC ��, �� 330 WEST38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 L MEMBERS "A" AND "B" JOINED USING I (2) SIMPSON HGA70 ANGLE BRACKETS i INDICATES LOCATIONS BEARING LOAD � THAT MUST HAVE STRUCTURE IN WALL OR COLUMN BELOW. (2 STUDS OR 4' � STEEL COLUMN) � � � A x � INDICATES EXISTING TO REMAIN ,' .' N � N i� /� , N ,�� FRAMING PLAN W No�s: _ _ ��'� ROOF 1 INSTALL NEW SIMPSON H10 OR H2.5A FOR HOLDOWN AT - - - - � ALL CORNERS OF NEW ROOF CONSTRUCTION AND ADJACENT TO WINDOW AND DOOR OPENINGS. INSTALL AS ¢ PER CODE REOUIREMENTS. HALF SCALE z 2. PROVIDE NEW FRAMING FOR NE'N WINDOWS, EXfERiOR O� ROOF FRAMING PLAN �--� DOORS, AND NEW ROOF AS REOUIREO. �/4,_,,_, � �O�■O O � 3. NEW ROOF CONSTRUCTION TO BE TIED TO EXISTING. � PROJECT: 190 SHEET: N/A