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Home My WebLink About36173-Z �".r�'�" ��'�F�l� Town of Southold 8/18/2016 a � P.O.Box 1179 W, � 53095 Main Rd �`��'�jQ� ��o`�� Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 38457 Date: 8/18/2016 THIS CERTIFIES that the building RESIDENTIAL ALTERATION � � Location of Property: 2130 Plum Island Lane, Orient SCTM#: 473889 SecBlock/Lot: 15.-5-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Perxnit heretofore filed in this office dated 6/4/2008 pursuant to which Building Permit No. 36173 dated 2/11/2011 was issued, and conforins to all of the requirements of the applicable provisions of the law. The occupancy for ' which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING BREEZEWAY AND GARAGE CONVERTED TO LNING SPACE, COVERED FRONT PORCH AND ENTRYWAY, AND REAR LANDING, TO AN EXISTING ONE FAMIL,Y DWELLING, AS APPLIED FOR . The certificate is issued to Jan Kirwin&Jenette Holloway , of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE 1oT0. 4024533 , 06-11-2009 � PLUMBERS CERTIFICATION DATED 07-18-2016 � J�e Whitecavage Author ed Signatur �u E�¢ d�� TOVUN OF SOUTHOLD ��o�° a�� BUILDING DEPARTMENT � � TOWN CLERK'S OFFICE � SOUTHOLD, NY �y�oj� ,�a°�s� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36173 Date: 2/11/2011 Permission is hereby granted to: JAN KIRWAN - P.O. BOX 58 ORIENT, NY 11957 To: qLTER AN EXISTING SINGLE FAMILY DWEL.LING AS APPLIED FOR. REPLACES EXPIRED BUILDING PERMIT # 3616� At premises located at: 2130 PLUM ISLAND LA ORIENT SCTM # 473889 Sec/Block/Lot# 15.-5-30 Pursuant to application dated 6/4/2008 and approved by the Building Inspector. To expire on 8/11/2012. Fees: PERMIT RENEWAL $251.60 Total: $251.60 �� ` �� Building Inspector FORM NO. 3 TOWN OF SOUTHOLD " BUILDING DEPARTMENT Town Hall Southold, N.Y. BIIILDING PSRMIT , (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33987 Z Date JUNE 18, 2008 .��' i� Permission is hereby granted to: �, 1 JAN KIRWAN 200 WEST 20TH STREET NEW YORK,NY 10011 for : ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2130 PLUM ISLAND LA ORIENT County Tax Map No. 473889 Section 015 ' Block 0005 Lot No. 030 pursuant to application dated JUNE 4, 2008 and approved by the Building Inspector to expire on DECEMBER 18, 20 Fee $ 251 . 60 � Authorized Signat �� COPY Rev. 5/8/02 '� " , Form No.6 ' ' � TOWN OF SOUTHOLD . - BUILDING DEPARTMENT � TOWN HALL _ 765-1802 � • APPLICATION FOR CERTIFICATE OF OCCUPANCY � This application must be filled in by typewriter or ink and submitted to the Building�Department with the following: ' A. For new building or new use: � 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. � . _ 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). � 3. Approval of electrical installation from Board of Fire Underwriters. . 4. . Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1°/a lead. � 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. � 5. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to Apri19, 1957) non-conforming uses,or buildings and "pre-existing"land uses: l. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. , ' - 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. , C. Fees " - . 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, - Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 � � 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 � 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. // �( ��j(q �/ . . . • Ti . New Construction: Old or Pre-existmg Buildmg: � (check one) , Location of Property: o?�� I�,� � � � House N� Street Hamlet Owner or Owners of Property: ,d� � �j/� � �' �6 � Suffolk County Tax Map No 1000, Section � 5 Block 5 � L t �(] ' Subdivision Filed Map. Lot: Permit No. �I �� Date of Permit. Applicant: ' , Health Dept.Approval: Underwriters Approval: , Planning Board Approval: Request for: Temporary Certificate Final Certificate: - "� (check one) �� `L9 U Fee Submitted: $ ' ��•� � - ( , ��`""� ��2��'.�� " A�plicant S nature , �.° , , a rJ��nrJ�r.PrJ��rfr��.r��t-�r�r.P�nr�r��nr�rJ�rJ�rJ�r�rJ��irJ�r�J��nr��.n�.r��n�nr�rJ�rJ�rJ�r�cnr�r�rJ�r�rJ�r�r�r�rJ�r��PrJ�r�rJ�r��rJ�r�rJ�rJ��.nr�rJ��nc.r��.r� 0� 5 BY THIS CERTIFICATE �OF COMPLIANCE THE 5 S N�W YORK BOARD OF FIRE UNDERVI/RITERS S ° 5 T 5 S • BUREAU O�' ELECTRICI Y S 5 � 40 FULTON STREET � NEW YORK, NY 10038 � S . CERTIFIES THAT �j 5 , � � 5 5 - Upon the application of ' � upon premises owned by � 5 . � 5 ' S BRIAN BROOKS ELEC. INC. JAN KIRWIN � 5 BOX 1001,455 BEEBE DR 930 PLUM ISLAND RD < � 5 CUTCHOGUE, NY 11935, ORIENT, NY 11957 � 5c Located at 2130 PLUM ISLAND RD ORIENT, NY 11957 � 3�� ` 5 5 5 A lication Number: Certificate Number: � pp 4024533 . 4024533 S 5 5 Section: Block: Lot: Building Permit:* BDC: ns11 � � Res�ae�t�a, � 5 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical deyices and wiring, described below, located in/on the premises at: � 5 First Floor,Outside, S u �. S � 5 � - 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj C� herein, was conducted in accordance with the requirements �of the applicable code and/or standard � promulgated by the State of New York, Department of State Code ,Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on thelltn Day of June, zoo9. � � 5 5 Name � Rate Ratine C�rcu�ts Tvoe 5 5 Alarm and emer genc y e qui pment , � 5 Sensor 1 0 0 Smoke � 5 Appliances and Accessories 5 5 5 Dish Washer , 1 0 1.2 . KW ' SC, Range � 1 0 40 - Amps 5 5 Service � Service Disconnect. 1 200 cb � 5 Service1 Phase3w Service � 5 � Ratmg200Amperes 5 5 Wiring And Devices , � Fixture 1'2 0 Incandescent 5 5 5 Outlet 12 0 Fixture ' S Outlet 20 0 Gen,Purpose � 5 Receptacle 1 0 20a-laundry_ �Appliance� ' � 5 Receptacle 1 0 30a Dryer 5 Receptacle 5 0 GFCI ' � 5 Receptacle 10 0 _ Gen,Purpose 5 Switch 14 0 Gen,Purpose 5 . ; y seal � � 5 . - � 5 . Conhnued on Next Page 1 of 2 , � 5 . . � -��,�, - , .�..-, - 5 5 � � ' � „ ` � 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. � 5 � � 5 o �� o 0 r�[.f�cf�[n[.n[J�[J�[1�[1�[1�r�[J'�[P[..n[J�[J'�rJ�rJ�rJ�[.J�[.1�[.n[J�[n[n[1�[1�rJ�[n[J�[1�[J�[J�[J�[J�[J�[J�[J��rJ�1CJ�rJ�[�[�rJ�rJ�[l��P[1�[1�[.n[1�[.n[J�[J�rJ�[1�[.nr�rJ�[.1�[I 5 BY THIS CERTIFICATE OF COMPLIANCE THE �5° � S — � d 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY � 5 40 FULTON STREET � NEW YORK, NY 10038 h 5 CERTIFIES THAT 5 � � 5 Upon the application of upon premises owned by [ 5 c 5 , � rj BRIAN BROOKS ELEC. INC JAN KIRWIN � Cj BOX 1001,455 BEEBE DR 930 PLUM ISLAND RD � 5 CUTCHOGUE, NY 11935, ORIENT, NY 11957 C 5 5C 5 Located at 2130 PLUM ISLAND RD ORIENT, NY 11957 5c S5 A lication Number: Certificate Number: 4024533 5 pP 4024533 � 5 5 Section: Block: Lot: Building Permit:* BDC: ns11 � Res�ae�t;a� 5 5 Described as a occupancy, wherein the premises electrical system consisting of � 5 electrical devices and wiring, described below, located in/on the premises at: � 5 First Floor,Outside, � u 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard � 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on thellth Day of June, zoo9. 5 5 Name Q�' Rate RatinQ Circu�ts Tvae � 5 5 5 5 5 . 5 5 5 5 5 5 5 5 5 S S 5 5 5 5 5 5 5 � 5 5 55 � - -- .Sea� 5 z of z �� - � 5 5 �, 5 5 . � - � � 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. � 5 5 o �� o o��g�FFO(,�coG . o� y� y = . Town Hall,53095 Main Road O � � Fax(631)765-9502 P.O.Box 1179 y�j�1 � �a�� Telephone(631)765-1802 Southold,New York 11971-0959 B�JILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �� Building Permit No. �� Owner: JJ4iU /�GU�IV , ��L��"1�6(14L�l�L � (Please print) Plumber: �� 4i� ��`2�✓�, -� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% � lead. (Plumbers Signature) Sworn to before me this�� , day of , 20 �G _ � Notary Public, County CI�RtSTI�it�ll�1'�K- :�.. Hotary.FebliG;•Sta,te of,��t�c - ,No:�483�9a441,Suftoll� pn � Colllmissioit�xp�ires M�y�31,2 '� �� o��,oF sooryo � �o # # � • �o ��y�0UNT1,Nc`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNQATION 1 ST [ ] ROUGH PLBG. [ ] F �iJNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: - `�- _ /�J72-��'�7�'� � �c�—��✓` � c.� � �' - � � ✓� � � , ^ �/�,� , � � DATE �� INSPECTOR � � � U O��OF SO(/r�,ol �;� � o # # � • �o �`ycoUrm,N�' TOWN OF SOUTHOLD BIJILDING DEPT. 765-1802 IINSPECT ON [ ] FOUNDATIOIV 1 ST [ ] RO CH PL�Gi. [ ] FOUNDATION 2ND [ IIVSULAT'101� [ ] FRAMING / ST1�IPPIIVG [ ] FINAL [ ] FIREPL.�CE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAMT CONSTRUCTION [ ] FlRE RESISTANT PENETF�#TIORI ,� � REMARKS: r�� ' c � � �� n a...f/ � 3 w V i � �' . DATE � � I�ISPECTOR �� J Edward �►rmus Enqineerinq, PLLC • 36 Deer Run Water Mill, NY 11976 631-804-6267 ed@armusengineering.com Memo . To: Jan Kirwan (Owner) D 2��0�n� From: Edward Armus, PE � v cc: F�i� D Date: 8/1/2016 k�� 2016 Re: 2130 Plum Island Lane, Hamlet of Orient B�,DINGDEP�. Building Permit: 36173-Z Alteration, Issued 2012 ��OFSOUTHOLD Select Framing Inspection Hi, - - -- - - -- - - - - l`oday, I met with Jan Kirwan at�the p�operty to review two outstanding items noted by the" building inspector for the final inspection and subsequent certificate of occupancy. The area I inspected is a 620SF garage/porch renovation into living space with covered porch. The addition is a single story and the foundations for the former garage remained. The west , side of the addition connects to the existing main house which has a full basement. . The building department is concerned with the wind load fastening of the framing and the fire caulking of penetrations. After reviewing the building permit plans, I conducted the site visit. The wind load fastening system for the addition and the fire caulking at penetrations meet the requirements of the building code of the State of New York. .� � `� .��, _ ,— - ��a s��;1�,�S�,�t*�W;;��.. � _ . 'k .«�g�'�F�� ' .�-°-`:- - - �� G - r, �� f "�,.d a �;`' . 3'', '`rLL` ` �,ti.- ':;,,, '��z.� ., c � _ � .. � , _ - .r�-r '��,,- _ , . ��o, ,i� �� _�� -� �._ -�- � �.., s '.� 4 A' ,,".,__ 1' - ` `� � ,�r,. � , t�;n "�-�� -�'��- F,��E(/��``•. �Y°-��.��'-��`°r�f�rw=��3,;�,;�. .,.. . �._;_.�_ �� = _...:��::� _ _ - �,�,:�e:� '.,.�.F;.:,�.�;�ae;:�,.a��a.....�i:...�..�:�c..:+w,naaw �"_`^'�•.,,;�:::'�;;at;:..., _.�....._..�:�,?..l x e._ �I,.O - -.s �, �P�sG �p P. ,q9� ,p,� Thank you. ,� �P 2iG �`r � � �� N * d C� r �,LJ — � � W Z Edward Ar ��5,, PE �c� Edward Armu irr,r�r�� L�L� AR�FESSI��P Page 1 of 1 , • ' �{ ., FIELD INS$ECTION REPORT I DATE � ' COMM�NTS j �- � I;�' � ; �� FOUNDATION (1ST) I �, � --------------i----------------------- � � � Q � �\ � FOUNI}�ATION (2ND) I ; z j l�� \ o . r c � Q � a �� y � � � r , � CS7 ROUGH FRAMING& �y PLTJN�ING _ C _ G �' � � � ` ' -- - �� - --�-- -��- C` � x i �� ------- -- - � INS�TLA't'ION PER N_Y - -- ` � � .__ ,� STATE k1,NERGY CODE - �\ � . �'\ � --- , � � ^ � � � /r� � _ � �� \ ' \� �nv� � ADDITIONAL COMN�NTS � � , � �� << /�i ` . �� .. o �, � , z m � ; � 1 � , j ___ � � ��'� � I'� ' ' °�. - � � ; �O , � z � � � , ' � � I E� . x d � y I TOWN OF SOU'I'HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING D�PARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,1�1Y 11971 ' 4 sets of Building Plans T�+L: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' Survey SoutholdTown.NorthFork.net PERMIT NO. 3 3�1��-� Check Septic Form N.Y.S.D E C Trustees �---~------�---•------�--�---�--- Flood Permit Examined ,20 �, � �j � C �n � � � Storm-Water Assessment Form �, .�.��.�_�.._a �.�� g 1� � ! � _ , Contact: (p� ,f� ; � r Approved ,20 �� -a��;_, �'�� j�� Mail to: ��1 L�. ,.� Disapproved a/c �_„__ � �i,�.�___. I T U'�' /�( / . TC?��e';'d )r ��?J��i0! Phone: Q � Expiration ,20 t Bu� ing APPLICATION FOR BUIL])ING PERMIT � � Date v�d�� , 20 �d INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submrtted to the Buildmg Inspector with 4 sets of plans, accurate plot plan to scale. Fee accordmg to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adj oining 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 ar in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pernut pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other apphcable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or d�molition as herem described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admrt authorized inspectors on premises and in building for necessary inspections. �� (Signature of applicant or name,if a corporation) �� ox �—� ��.� �y,�� (Mailmg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �GUit�� Name of owner of premises (��✓ /�l.�'Ct/A� �/L�t/� � p�;�t/ (As on the tax roll or lates deed) If applicant is a,corporation, signature of duly authorized officer , (Name and title of corporate officer) Builders License No. ��p ��p � Plumbers License No. � Electricians License No. Other Trade's License No. ' 1. Location of land on which pro,p o�sed work will be done: • , .�3� /�/��s/�o� G*✓ ��lC�n� i or�� House Number Street Hamlet County Tax Map No. 1000 Section �, Block ,,,�,��.��t�d��pt �� - Subdivision Filed Map No. � "'y'�5" 'i;``",�;�'''La`t _.._L,{i�(f�3s'.�,��t°?;�y,��f�t�p...`s�s�,�3? �� 2. State existing use and occupancy of premises and int ded use and occupancy of proposed construction:. a. Existing use and occupancy �/A/ �L �(4/�r� ' b. Intended use and occupancy �/�iJ�L' ��t l.� �� 3. Nature of work(check which applicable): New Building Addition Alteration �' Repair Removal Demolition Other Work =- (Description) 4. Estimated Cost �� l�� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units_ � Number of dwelling units on each floor If garage, number of cars � � 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �f� 7. Dimensions of existing structures, if any: Front - Rear Depth Height Number of Stories �' . Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase � �0 �c� Name of Former Owner /,'�� A1�C1�l, 11. Zone or use district in which premises are situated �'�- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �e 13. Will lot be re-graded? YES NO �1 Will excess fill be removed from premises? YES NO �i✓ l�l�'ltJR� 14. Names of Owner of premises�c-�✓� % /�d��owat/ Address aI3U ��i�iL,��,�ti�/�,/Phone No. ,30�-3�l3(�/ Name of Architect Address Phone No Name of Contractor ,�n/ �%A�/si�i� Address �f � 1,1 Phone No. r��=GO%� �,u�c r�u., 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �r * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. � 17. If elevation at any point on property is ag 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO �r * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF �/� ��G(�jf1� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (/�yV't�l/ _ (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 m 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. S o tp before me thi �w�� day of 20� 1 � , 1�Tota u��ry p�blic,State of Nevw York Signature of Applicant No.O1CU61005C7 Qualified in S;res Oct 20�y �ommissien Fxp � Jdos�� Town of Southold o � � Erosion, Sedirr�entation � Storm-Vl/ater Run-ofF ASSESSMENT FORIVI �Ol�y�� PROPERTY LOCA'UON: S T.M.#: THE FOLLOWIPIG ACTIONS MAY REQIdIRE THE SUBMISSION OF A �) 3(3 STORIIA-WATER, GRADIPiG, DRAINAGE APiD EROSION COPITROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ———————————————————————————————————————————————————— Item Number: (NOTE: A Check Mark(.�)for each Question is Required for a Complete Application) Yes No ———————————————————————————————————————————————————— � Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? � � (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? � ❑ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! — 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ � Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4, Will this Application Reqwre Land Disturbing Activities Encompassing an Area in Excess of ❑ � Five Thousand(5,000)Square Feet of Ground Surtace� � — rj Is there a Natural Water Course Running through the Site? ❑ �t Is this Project within the Trustees�urisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Wdl there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ � One Hundred(100')of Honzontal Distance? — 'T Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off � � into and/or in the direction of a Town nght-of-way? — $ Will this Pro�ect Require the Piacement of Material,Removal of Vegetation and/or the Construction of ❑ � any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Wdl this Pro�ect Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ � /� NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, / Drainage 8�Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ———————————————————————————————————————————————————— EXEMPTION: � Yes No Does this project meet the minimum standards for classification as an Agncultural Pro�ect? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! _ � ———————————————————————————————————————————————————— STATE OF NEW YORK, COUNTI'OF.... . . ... . ..�..I�.......SS That I. .................V...!!'� l`!.�� ...Ueuig duly sworn,deposes and says that he/she is the apphclnt for Pernut, (Name of individual signing Document) ' Anddlat he/she is the ............U...�-.��. .... ..... ................................................................................................................ (Owner,Contractor,Agent,Corporate Officer,etc) Owner and/or representahve of die Owner of Owner's,and is duly authorized to perform or have performed the sud work and to inake and file tl-us applicahon;diat��ll statements contained m this application are true to die best of his knowledge and belief;�uid that the work will be performed m die manner set fordi in d1e applicahon filed herewith. Sworn to befo e me diis; y ...............�....................... day of...... . ...�.`.�„Y_............ ,20G� Notary Pubhc: . ... ... .. 1��.. ..... .....\.:.-tiv�...... ............ ..... ............�. ... ��...... C1fNTHIA M0.�'iU�T� (Signature of Applic nt) + FORM - 06/07 No.O1CU6100501 Qualified m Suffolk Cuun C�mmission Expiros Oc4 20� ��0� SOl�jy�lo Town Hall Annex � Telephone(631)765-1802 54375 Main Road N � Fax(631)765-9502 P.O.Box 1179 � � o Southold,NY 11971-0959 �D��Up�,�� IV1� _ BUILDING DEPARTMENT TOWN OF SOUTHOLD July 21, 2016 Jan Kirwan 2130 Plum Island Lane Orient, New York 11957 �O�E`.'�Pl.ease see the attached inspection report. The Building Inspector requires certification from your Architect or Engineer for the wind load fasteners and fire caulking. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. PIUfTIbefS SOldel" CeCtlf Cate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. �rown Trustees#�ss-�ss2) Final Planning Board Approval. (Planning#765-1938) , � Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 36173-Z Alteration I �o��pF SO(/j�,ol Town Hall Annex � Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l � �� y��UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD � June 28, 2012 / �� Jan Kirwan ti�� 3� �'1 � - � �� , 7 Re: 2130 Plum Island Ln, Orient � TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: pplication for Certificate of Occupaney. (Enclosed) � EI trical Underwriters Certificate. (contact your electrician) A fee of$50.00. � Final Health Department Approval. �P�UPTIbeI'S SO�del" Cel"tIfIC8t2. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (rown Trustees#�ss-�ss2) Final Planning Board Approval. (P�annin9 #�s5-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36173 - Alterations �....,_,_ 0 � � a6 � � � -� TOV�/IV OF SOU'1'HOLD OPERTIr RECORD CARD ��f� OWNER STREEI" �,. j ��'�; VILLAGE DISTRICT SUB. LOT ��s �.� �i'rv�l�r��ne�e�vf/�� „� �.r ;� a �.f �. a�� '� �-� � _�-.,.�..�_ ,�z._ ✓" _��:,; , ��:`�. FORME'R OWNER�,�"a'r � Ni '�� I 1 N E ACREAGE ,� �;- i�� /V� 7�0�I e�'LU'F j C7 ,� �,` 'c.� `�-�-:�=..L_�:f �'-^-'' � u+rc�C�a�� g��. �� S W TYPE OF BUILDING � . . ------__..�__.w.�..._ RES. ��D SEAS. VL. FARM COMM. I IND. I CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS �^ ��' 6�� Z ...s�J e, � a��.� �� wB .��, '�"4' �� /a ��-G-e � t� � ` � - ` -� � ,_ � � t/ � ,�fi o�9��1� L- . �,�`P�, Cd rr�,�'r°��-a �� .b`�,�f, �e� ,S`40 �S".tt��'�' � � �' 7� �/�v'o��i�.� ��'�'.�. ,t��Q° e �� .�. �, ��'"`c�D�, OD4 l44 � � ,� �� /��s �� ,L 4u -` �-.W�' iD fJ, A1f i�'��i � Wf' � ��9� �-�J � �3oob � � `� �'�' ,,d �1 5�� ' (�►`�"CS� i � � ��,, ��E�� :�� d �-'�"� � �8 o c� � �T � 3� -I�'.(1 � 7�- ��'fc� � � ��'r' � � �l�.3 �� 9JGE g� B.�JIJ�D�NoG - NDITI N �z C� ��.�3v �c� r ��d � NEW NOR,MAL BELOW - ABO E FRONTAGE ON WA ER Farm Acre Value Per Acre Value FRONTAGE O�N ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 Woodland Swampland Brushland • House Piot � � � Tota I • ` '�%` '� . � ' "r`� �,-, 1, / i' F8 `P a .��.. g" ;'��iN';��^,�,�' _�':+t f� j �� '/ � > �4 '�' " ��-�`.�� ';� s��,�`t;t,�.�,x��.�' s I � �.' �4 , ' 'sS�..ry` �J �ai�°i`I"�'"*�4 �'.`v`'�-:K�,.,, Ri: Y+0'��,'.� s3sF�.r�.,�_q �i?",��:��.,' ''�o�'. �"t`},k^��if.'"� �i� .7<,.�i..l,ry>,.. .�;.:.,y�.,7� y _ a �^�-1�.�[-k �s;, "�+,� 3;�"'s°i%=.�'-_..�,�`;_�'•;"_ _ , .,' ;`ri'..'��Y�i�r�x,:'r �.�T`� ��C�'•. . . . ., �y�;,,�,:r:z. r > ;,,�r,`,'� , ' - : •"-rx�,�:��"'�r � �;��t;'�';��n,'.,•;,�. , , �� `�:�,�,�'��K � � :��s`.ieJ h'�dY:i> _ . , '�`�=�;�:�;:';��•. 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" ''� ow�+tlw. � � .'�j ;� ��i�i _ I ., , • � � I I i ' ' , f Permit# Permit Date REScheck Softvvare Version 3.7.3 Compliance Certificate Project Title: Conversion of existing attached breezeway and garage into living space Report Date:05/22l08 Data filename:C:\Program Files\ChecklREScheck\JH4508.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 7 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 2130 Plum Island Lane Kirwan/Holloway William Suckow Orient,NY Suckow Architectural and Engineering Assoiciates 631 728 5327 • o ' o e oe- • . � . � ' � � ' '. • • ��• . • Ceiling 1:Flat Ceilmg or Scissor Truss: 290 30.0 0.0 , 10 Ceiling 2:Cathedral Ceiling(no attic): 224 30.0 0.0 8 Wall 1:Wood Frame,16"o.c.• 720 13.0 0.0 50 Window 1:Wood Frame:Double Pane: 67 0.320 21 Door 1:Glass: 45 0.320 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 483 19.0 0.0 23 The proposed building represented in this document is consistent with the budding plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledg belief,and professional judgment,such plans or specifications are in compliance with this Code. � ' C�„� �- ; �- �' �, Bui der Designer Company Name Date Project Notes: 15530 ,�.�� '^�� y ,�,'��!f"� ;� � ;�qA ��,�'- q��„'� �9� ' � , �,� �. ;,� � ��'� ��-� •4;; �j � �i`,.t• ,,�1..� a ��`1� i,L t 1 � ,E ,lfa d�� ';%�'�`' ��.r ;,W, �s�> �t a�?A � ��p � v, J, � ,��:' '�,r�.�`u'=��c,B•�°e,��+:� �'�r�� ;'x,� ✓'"�";;,� °.��j-.��"` �'..S ^r9 �,.,�;��.�$�`°.�'�` „__...-R , Conversion of existing attached breezeway and garage into living space Page 1 of 1 O F��CE O A Electric � � �L(�OD ZONE X Verif y Count C�MPLY WITH CHAPTER"46n �� `�� ------❑--------�-_------ �-------- -------- FLOOD DAMAGE PREVENTI�N DATE: 6� B.P.#E,.�9g�� i i � i i SOUTHOLD TOWN CODE. � � � � 6a � � 14 � RECESSED �IXTURES F��:� 5a � _ ��r:_��.� L�.. ' ' � � nr ��_ ✓ri� �R r T � N�T1f=Y BUILDI�J•.� ,_ _ r,t�7r.��N�' AT � � � � I i 7F5-1802 8 R?al TO 4 '�`.R F;�t TH� i i � � � � Flat ceilings - Lightolier #1005 white trir� C E R T I F I C A T I O N O F �O L L O'v'V i�I G I P��_;r�`.��I':•';5: p i i i � O i i � Angled ceiling - Lightolier #1133, cor�bon NAILI N G & C O N N E C T I O N S �i. ��U P�.C�,",1":�'�'� '.'Jc, �.:=;�i J:�=;�� i i i i i i sp here s lope d cei ling w hi te trir� FU�? POu�c ' � � � � � � Suggested, verify with owner . rd �'�"`��'�T� �_L_ � � 1 Exlstin Reroove existin steps and REQUIRED � , , 9 - 9 2. ROUG�-1 • FRHP�i;�G & PL�P��iNG � � O � � construct new wood steps - 4' wide, 2x12 � 3. INSULATiON I � I I acq strings C4), 5/4x4 nahogany treads � � � � � 6 EXT/INT LIGHT FIXTURES 4. FINAL - CGN`�T^�_.1CTIn',, r�e;�� I I 2 Exlsting - Renove existing dividing wall ey C��,�..;�,`- _.J,; .,� i i Existing i i Existing 3 Existing - Renove exlsting ftat roof, wau � ALL CONSTF;UC;71�:i�J ;�ri�._;. ��1Eci TElE � Unheated i i Garage to support Exterior lights, scones and pendants to � be selected and supplied by others R�QUIRE�,?cNTS OF THE CC�ES OF(VcW � i i Breezeway to � i becoMe New , ; 4 Existing - Renove entire exlsting flat + p � roaf structure induding roof deck raiUng YORK STATE, NOT RESPOiJSIBL� FOR o i � becor�e New � i Living Space � 1 sn S M�K E/C� D E T E C T�R S Window / Exterior poor ' N � I I I � N 5 Existing - Rer�ove dawn ta slab all DESIGN OR GOi�STRUCTION ERR�RS. � Living Space Schedule , r� � N � existing 4x4 wall structure with screening and screen doors - New 2x4 franed �15 needed - Entire house t0 J OO L I I � ralls to be built 3 3 1 � X 1 And. 400 series TW2832-2 � � j W 6 Existing - Renove exlsting SPira� andUC�rdetectors�de for SP10 e 5'9-1/4'x3'4-7lS' �I I o o �� stairs ta roaF deck 12 sf light/7 sf vent �I I a COMPLY WITH A�.L CODES OF �„ Y o Q �, �� 7 Existing - Renove garage aoor, 220 2 And 400s TW1842 �11 0 0 .o � I � I� y refrnne new 2x4 wood wall with new i-io-iia• x a-a-�ia• NEW YORK STA i` � TOWN CODES ii i �� 0�, � i wlndow openings 5 sf light/3 sf vent �� 4O O1 � � � AS REQUIRE'� AN� G�";DITiQCJS OF " � ,��-, O 220 �UTLETS 1 New And 4UOs TW2442-3 �j ° � � �� a-�ia•Xa-a-�ia• SQUT't��!C?r�'y'NZ�P, i4 0; W iii 2L sf llght/12 sf vent � '^ I�I �.�- �I e__ 6 New And 4oas TW284z c�',_;;�,�,�_:��;��,�,�ti F'�.r�v,NG 60ARD �'� �W 1 T E L E P H❑N E J A C i � 2'1 0-1/8 x 4'4-7/8 ��" _. ,�•;r�T��;h T i, 4 8 sf Ught/5 sf �e�t $�'�.f�.�� :��.tiN �RUSTE�S 0 � � ��-/W�A�CI�/ITCHES 1 New Thernntru 2668 2050 �,Y.S.C�� 7O Fibre Classic flush glazed �_____ � 32-1/2' x 82-1/2' I O I 3 L -J 14 � 3-WAY SWITCHES 1 New Thernatru 3068 2050 Fibre Clnssic flush glnzed � � 38-1.2� x 82-1.2• OCCUPANCY OR SIMPLE SWITCHES RH - 6'10 unit helght � � 1 New Thernntru 3068 2050 USE IS UNLA4�/FUL \./ -}- Fibre Classic flush glazed E x i s t i n g VY � l�� D e r�o l i t i o n N o t e s 38-1.2• X 82-1.2• 13 � SIMPLE �UTLETS LH - 6-�o unit helght WiTHOUT CERTIFICATE _ OF OCCUPANCY 4 � WATERPRD�F ❑UTLETS ALL CONSTRU��r�l��,�� ;;I;,"�,;.° WP MEET THE REQUI��,��;:;°; � UfVDERWRITERS CERTIFICATE B CODES OF Ni'v'J`�t�;,;,l. f � �.'r.`. REQUfAED � ��;i,;;�M, � 23' 3-1/2• 1 UNDERC�UNTER LIGHTS i a � i ,v� �� li2r—� 6 6 1 TRACK LIGHTS And, 400 serles TW2832-2 Pl.U,Y18ER CEhT(FICATION PL��B1l� 5-9-��4•X3•4-��a- RETAIN STORM WATER RU��t}FF AtL p��M,��NG WASI'�: zxa suppart roullian between PURSUANT TO GHAP7ER 2.35 ON LEAD CONTENT BEFOA�= �2 sf Ught/7 SF vent _ &WAT�Fi LICvES N�� .,, �, � i zzo 0�TNE TOWN COQE CERTIFICATE OF OCCUPANC t� t - - B u��t-�n , a o p 3 � i �ES`II�Q�vr1�F�}��t��i�'i.`'� SO L D E R U S E D f P J ��1!'�T E� �, � a B u i l t-i n ' O O � N � Pnntry Cabinet D W I O O i ` ____ S U P P�L Y S Y S T E M C Ar��1�� ' �' �----, N - i Pnntry Cabinet � T r � � o,N S 3'3' wide I Q Q � 1 � I � Q � \ � ' � I � i 3'3' wide DW I Q Q EXCEED 2110 OF 1% LEA�J. M °' � � a New ,� s a �i � � 1 5 � � � t � � L----J � � � M � o _ a `7___ L 4- �U�+ 3 0 x 4 8� i d N \ � +-� � - � � :n in 3 � d � � � � � — � �O ` > / � E N � wood � d � Kitchen i �- �, � �. wood � — — � ~ i � \ I � } 1 y a N o landing � L s E Tray ceiling o s o � � landing 'i \ \ Kitchen � N _ � � �� nnd step i X � a°, v e �' � � and step � ` I Tray ceiUng � � ; � � _ � 1 � � i 1 I _ __N_4_R__--_________ ___— ; '6 \ L _____________________ _ _ ---------------- - --r-y- r------ i � � � s �= line of 11' ftat celUn � � ¢ i W ', line af 11' flnt ceiling I �� --4' S' I I ; � N � � �4 5, 1 n I �, � � °i ' : 3 i�� I � 18� � �� zcum � . �I c°Dv � +� Wlne � 6' x 3' Island .� +' O �p I I � '-+ w�ne � 6' x 3' Island � o N II � I � 3 n a�, 3� 6� I �e N I I O �p `O I I ,� ,� , � � > Cooler� � U II N �,� �--� o � � Caoler� � e °i I � 4 � O �, � �� 1 �� (� � � � — � - - - - - � u'i a � � — - - - - - � � X in 1' averhang L � c�v r°ii 1' overhang � I � � Wood All 3 ne■ units � ao � °1 � � Laundry / ' ^ � � m Q,• +� Ul • 3' 6' �� New And 400s TW2842 ,� � � � �o, ° .`Oo � rn a i = u Laundr / Wood s : 2'10-1/8x4'4-7/8 0 �. a Y u � N j i s o Mud RoOro Landln ■ -� N M u d R o o ro +• � Landin g 3 � N6 � � � \� I O 9 8 sf light/5 sf vent i� z N m ° m � O L " � +' . flat celUn I ;° 11 7'9-1/4 flat ceiUng w E I 3' x 4' +� � � � 9 d '- 3 � / X � W N X N L � p -' / � O O Y` '+� e ru � a, ° iu _ i / J /� ; a � " � `° ' � �� , � - - - � �\\ 5 4Existing Kitchen Aren i� >, � 9 - " � � � � ol I ♦ i e a a� 3069 Pocket Doar 01 s N = � I � \ i� � � O / � ■ � i ; L � Wood Ste s z � c� � (`7 � \ � SD / � � L� � � To BecaMe � L �� ,� � P � I � � � � / oLl � Og i ° x w I � i I I � O � � � �� Expanded Living F�rea�� O � I O "� u � i �� ; � � ,� _ _ _ � � 4 3 O2 o rn �` \�� i�/ o I� N � � \\� � �/ � � � v � ° � � a v � � � �� 1 I Existing Bedroor�s and Bath - ; ,�'n L � � ■ �I ______�ine af 11' flat celUng_ ev � +' I N i ♦ 1 i � - - -� � I � Une af 11' flat celling _ � � ZW Q �--------------( Z ---------- ---------------------------------- � � ; �, � i \ �-------------( � ��----�-------------------------------------------------------- Unchanged � � N � o Country Kitchen Sitting Area N °_° o a a N � � � � /"r � � d m Tray ceilin9 a a+ � � u� R1 � Entr � i I w " � Entry O � u � � W � � � i � O i \ y � E Exlstln 6x10 � I L m m d a � -�. � � � � � \ \ � _� � a 9 s E s. s £ ¢ � 00 � Exlsting 6x10 � ` � � Douglas Fir Bean � � X � � X y � � � N � Douglas Fir Bean \I I ` � � - - - - cu a .n cv a s ZNao � P7 - - - - �- - - - - � —�- - - - - - -�- -- - - - � ++ - - - - -�- - - - - - -�� - - - � ++ — —� - - - - - -'- - - - - d - - - o �, Country Kitchen Sitting Area � � I I 1� _ � — — — —� — — — — — —� — = sloped ceiling �,� . � Q d � m�� Existing Living � S a° M u " v i i IFs• i-ii2•--I u v i � Area i � � �� New And 400s TW�442-3 � �� Tra ceilin � � � +'I I L New Therr�atru 3068 2050 And 400s TW1842 3 +�� 1 Y 9 - � � � "� EXIStiYI LIVIYI � � Fibre Classic flush glazed 1'10-1/8' x 4'4-7/8' ��8-7/8'x4'4-7/8' � 41 1 flat ceiling helght I � I 9 9 I e 2x4 su ort nulUon between I �, I ' �\ � � s I � � � L 38-1/2' x 82-1/2' S sf llght/3 sf vent PP � s I I � � .�� Area � Q9 o u RH - 6'10 unit helght Both sides af door 21 sf light/l2 sf vent � �� 3 -�I Tray ceiting - I � ° center af NaU center of wull 3 s� � � ` -i-a �� 11' flat ceiling height � N � 5/4x6 azek a '"I \ � I �` � — — _ _ — � � +' o I I beadboard celling ' ++ a I / I � i i �n i i Covered Porch �,i i Covered Porch �,� / i � al � 12 13 m al � I +' � � 2 - 9-1/2' TJ lvl 2 - 9-1/2' TJ lvl � �� ❑ � Exlsting 6x10 � � _ _ _ _ _ _ _ _ I � � - Douglas Fir Bearo � � O � � � X � I I x V � I — — — — — — — — — — — — — -- — W ¢ - - - - -� � centerondoor W a - - - ? —� - - - - - -�- - - - - I- - - - - - -�- --- - - - - - �- -�- - - - - - -�- - - - - a o waod ste s = I I wood steps a / j _ _ � P I i Q r� 9' 11-3/4' �{�� 9' 11-3/4' -�- -�1' 0' �/ j Q/ � j KyrunDesignle 728 5327 � � I I � _� � � � Scale 1/4' = 1'0' ; ° � � � 12' 1-1/2" - �F 11' 3" � \ � o �. �-------------� � / /��---�---------� \ O � � ° �' � \ � : i� �' � \ '� Renovated Section� ��., �+ i / \ O1 X O ,�� W A �� '.\ X Renovated Section A ,� � �` ,�1�, �: ,, �;r ,.�,, ■ i � w � i � ;.�.,.-...�` C�.'`,�! v i O � Rough opening header height is / i � L ,. = �, � � >i� Z; i . 8 , � , � , Electric Plan �;°� �` i � 6'10-1/2' fror� top of subflaor i / � �ti �i� ��\ �� -- -- � \ � 1 electric - Ta one sinple llght fixture In �'� � . -- --.--a ��t "� All new headers use 2 - ,7-1/4' � 21 �� Q ♦\ TJ lvl � �i �\ crawlspace � I'.'„�, � `� ,:, � ;; �� -----'--------- ---'---------- 2 electric - To ane sir�ple Ught fixture in �I 1 lst - Top of bear� Is supporting 9 Ist - Frane out neM wall with new window 18 Ist - Existing 2x6 raof rafters beca�e ! , • ,� �r3� � Existing 2868 Door � existin 2x6 ceilin beans <cellln o enin s where nrn e door had been Itched ceilin beans - See cross sectian for I nttic 9 9 9 P 9 9 9 P 9 - f---- ..,r��'� � I I I I � benns ta be renoved far neN tray ceiling) New 2 - 7-1/4' TJ lvl header obave detnll I I � I 3 electric - Electric range C220) - w' y �,�+ � � � -�(� ) Exlsting 51045 Bay Window Ur,lt I I Abave nicrarave with external vented ' '-� = "`'4 � IA lst - 14-1/2 x 24' attic access 10 lst - Closet with dothes rack and t9 lst - Place new 2x6 itched ce0.1n beans �t 'd;'-� �p I I S �J P 9 I � I ran e haod �„'�'�' I I Arched Ceiling Aren I l O low shoe shelf Csane pitch as roof) ta crente true tray ceiling I I \ �� I I 9 �" I I 1B Ist - 14-1/2 x 24' crnwlspace access �_ � I I 4 electrlc - These switches roay need ta � ' � I O I 11 lst - Desk spoce under this counter 20 Ist - This refrnned wall is 8'4-1/4' I i Conversi�y�'� �xisting � I I � � � 2 Ist - Open up existing 2868 doorway � � ' � � � be on opposite wall depending on existing height fron tap of subfloor to top of top plate E x i s t i n F�i r s t F l o o r frant door sWin I I E x i s t i n g F i r s t F l o o r to 4068 doorway - Place new header 12 lst - 4x4 acq past - Finish with 5/4x6 �I I� g 9 Attached Breezeway And I I above cednr - Fnsten to concrete block pler belor with - �er�FY � � 15 16 With Nated Structura,� Chan 25 ABA44 connectar - Keep 5/4x6 cedar 1/2' abave 21 lst - New 4x4 acq post, fllnished in 5/4x6 azek With Proposed Eleetrie 5 electric - Electric dryer rith external Garage Into Living Space g 3 Ist - Rer�ove existing 5068 exterior vent slidin lass doar - Create new 4068 t� af stone will be fnstened to existing wall stud (daubled up) NeW Covered Poreh/Landing �E c�� 4. _I New Living Space IYl Existing Breezeway / Garage 9 9 or new 2-2x4 wall stud with 3/S' galvanized lag 6 electric - Provide etectric to doorway opening - Reroove existing wall, l3 lst - Stacked 1-1/2' thick flat stone - NeW Covered Entry 242 square of garog� converted 'IY1t0 l'IVIYl9 SPQC2 buitd neN wntt as needed - new header Botton is 16' x 16' and tapers to 10' x 10' at top screws dishwasher Kirwan / HpllOW0.y 243 square of breez�:Nay canverted 'IYttO l'IVIYtg SP0.C2 4 Ist - Renove exlsting 3026 double - Stone surraunds 4x4 acq post <rrap entire post 7 electric - Provlde electric to 2130 P�UI'1 Island Lane Center on Existing Door induding 4' above where stone wlll surround it GENERAL NOTES� wlne caoler irJ2 square feet new .-avered parch cnsenent - Enlarge opening length for W�th Ice and water shield) - Stone will be 24' to 36• ❑rient NY new And 400 series TW 2842 The entlre exlsting house Is to have the existing 42 square feet new c��vered entry in helght (awners to deternlne helght) Other electric notes; 5 lst - 0 en u existin wull and lnce cedar shake slding reroaved nnd replaced with 18' P P s a Drawing Tittes 22 square feet YIeW lnnding new header for ne■ And. 40U serles T1d L4 Ist - Cut 2x8 as shorn rith arch cut out - perfectlons red cedar shingles at 5-1/2' exposure House will hnve new A/C systen and ner 2842 window - For all 3 wlndows, there Is P�ace ane set of 2x8 against house Mall and one at - All corners wenved - All felt renoved, new 30R llving space wlll have hent provided frar� First Floor Plan no additlonal exterlor casing (natch end of girders Cflush rith end) - Place 2x4 celUng felt installed ndditional zone on boiler to air-hnndler In existing windows) - Grill type ta be beans along the arc at about 16' o,c. - Finish ottic - Electric to be suppUed to new First Floor Electrie Plan selected by orner (standard grlll pattern ceiting with 1/2x4 nzek - Where celUng azek HVAC NOTE� condenser and alr handler an both snshes ex ected - verif ) Meets soffit azek a piece of azek trin Is needed P Y All light fixtures and 2 - 3-way switches at L5 Ist - 2 - 7-1/2' TJ lvl irder, use H2.5 New converted living space to be heated by , � construction 9 door cnn also be single Interior switch with 6 Ist - At existing window - Rer�ove connector to attach Irder to rafters and LPC4 adding 1 zone ta existing bailer and placing alr 9 rootlon detector light fixture � err�it existing window nnd place new door - handler In ottic space abave ne■ renovnted p cannectors to attach girder to 4x4 ncq post - Header height nay need to be ralsed - All nrea, this alr handler rill supply heat and AC to d0 YIOt SC0.�P this print, USP hender heights of new windows and t6 Ist - 4x4 acq past - Finish with 5/4x6 these roor�s, a separnte condensor will be exterior doars nust be the saroe - New azek - Fasten to concrete block pier below with placed autside for this air hnndler figured diMensions only, wood landing and steps (see foundation ABA44 connector - Keep 5/4x6 azek 1/2' above A 2nd air handler wlth n condensor autside will � — � plan for details) tap of stone be placed In the existing nttic to supply sheet nuMber 7 lst - At ald location of sUding glass door, l7 lst - Stacked 1-1/2' thick flot stone - existing house rith AC - Ducts and returns to cantinue existing Mall to cone out as Far as Botton is 16' x 16' and tapers to 10' x 10' at top be run as needed - This is a suggested file nur�ber JH45081 new doset wall - Stone surrounds 4x4 acq post <wrnp entlre post �ethod af nccoroptlshing full house Induding 4' above where stone wlll surround it henting/AC, the HVAC subcontractor should Date - 04/05/08 8 Ist - Step down 3-4' Into existing with Ice and water shield) - Stone will be 24' ta 30' �erify the best nethod expanded living area is 5 30 in helght <owners to deternine height) � e £1�60 - 800Z/t�Z/5 - l �Jdd �ad Zb�aNlB - � - � 1 faundation - At existing gnrage door opening fill in foundation area with concrete block an% l - 8' x l6' pinstic veint unit - New sill pinte, S/8'x12' anichar bolts at 2' o.c, ternite shield and :sill sealer Frnne new 2x4 wall with specified new window openings - header height of these ne■ windows 23' 3-1/2" should roatch the new daor^ header height 2 foundation - Place new 2x8 floar joists Hause trn and Electric Panel sanitary systero waste � 1' 8' � 5' ■all studs�nSPlace Rhl9 kraft facedn9 line exits here O O insulatian between joists - Crawlspace belaw r — � 13 � — � to be l8' in height - Elevntion top of subflaar � — — — — — — — — — nust be sane as ta af suibfloar elevation in _ __ _ _ _ _ _ _ _ _ � � I , ' I ' ' ' ' I ' P ner floor in adjacent bree�zray area � � — — — — — — — — — — — — — — — — — I _ J L _ - Floor ta be finished in cernnic tile I � I I � O r----� (screw down 3/8' hnrdibocard with I � N 3 � 2q � screws 12' a.c. and attachi tile with I I I I � � F � �____� thinset) - Tile and graut tw oxners I I , ' chaice - verify finish floor I � ( � NO � 2A faundation - 14-1/2 x 24' crawlspace � '" L � Existing Bilco ; 4A Existing Expanded Breezeway � � � access � " � i ( � � � a Foundation � ' Existing Expnnded Breezeway Foundation - � 3 foundation - Place ner cut widthwise 2x10 o I i i ( d C) foundatlon Is concrete block - Contractor upright sleeper jaists at :16' a.c, with boxends t I I o ti N2W Sloped Roof o u I I s � to inspect thnt this rall's footing is 3' belor � � L o L � I � pp Place encapsulated R-19 insulntion 3 I grade Cand Is 8' x 16' poured concrete) - � � O insulatian between joists - Top of subfloor I z ;p A z � I �` • If not pour as indicated 2' x 2' pad <botton 2' $"� elevatlon nust be sane as� new ad jacent I `" N I _ _ _ _ e _ _ _ _ roininun 3' below grade) at 2 corners flaor (n garage nrea - The� finished elevation � � beneath the existing footing (2) Existing Garage 4-3/4' of these new floors is aboiut 3-4' above the i I i I Existing 4'+ slab on top 13 � ______ finished elevation af existiing living area Existing Garage Foundntlon � - Floor to be finished in ceranic tile � � Exlsting 8' thick x 3'+ paured 9 _ I I I a (screw down 3/8' hardibo�ard with I I I I cancrete wall on 8' x 16' footln s � ° Exlstln 4' aured concrete slnb - � �. � screws 12' o.c. and attuchi tile with I I I O 9 P I O I I thinset) - Tile and grout t:o arners ' Existing sill pinte, anchor bolts I �,-�� chake - verify finish floor _ _ - - - - - 9 I I - - - - A - - - - . ♦ � � N Plunbin wnste nnd wnter lines will be run _ _ — _ _ 11-7/8' lvl rid e ,� _ _ _ _ _ I 1'1 between nnd thru the 2x101 floor joists, sone � � I � subfloor should not be nailled down until the I I i L I Existin 2' 2-2x8 flush - t o, v ( drain li9e far I raugh plurobing is finishecN I I � tl I existing - � 4 foundation - Side wood landing and steps - I I � p 4 I I --+--- � New Slo ed Roof L kitchen sink - __1___� 8' dianeter paured concrete piers (bottoro L o 1 A i o I can be used O Existing Breezeway - M�M�MUM 3' belaw grade) - EMbed PA-18 I I ta connect Existing olled fired O straps to connect to 2-2x8 acq girder above 2 X �p x in I I Existing Breezeway Foundatlon - I I N N new kitchen hot rnter heuter Cannect girder to joists iwith H2,5 z-nax dips O I Existing 8' thick paured � � I sink and oiler fired Place 2x8 acq flush ledger board at house I � Existing House Foundation cancrete watl on 8' x 16' foatings - boiler (1 existing cannecting ta studs and �ole plate rith 3/8' I Existing 4'+ poured concrete slab - I I Existing 8' thlck x 7'1' poured zone) on top galvunized lag screws - P4nce 2x8 ncq deck I � concrete wall an 8' x 16' foatings - jaists, connected to 2x8 a�cq flush ledger with I I Existing 4' paured concrete slnb - 3O z-nax hangers - 5/4x4 inahagony decking - 3 I Existing dauble sill plate, 2x8 flaor Jaists 16' o.c. 13 1x10 roahogany landing baxend skirt - 3 - I I O I � Existing 3-2x10 glyder, 3-1/2' steel 2xt2 acq step stringers (scupport at grade With lally colunns, 1'x 2' poured concrete piers . . . . . . . O buried 6x6 ground contact acq) - 5/4x4 E x i s t i n g H o u s e °' - - - - - - - - - - -- � I I — — — — — — — — — — — - nahogany threads o —1 2x8 acq ledger board Q L— — — — — — — — — — — — — — —1 _ _ _ _ _ 4A faundation - Woad landing and steps - L L — — — — — — — — — — — — — — J 2x8 ac led er board I 8' dianeter �` q 9 poured concrete piers (bottan � MIMIMUM 3' below grnde) - Place 1/2' c N ,� • j � anchar balt in center for ABA44 connector - N y ,Lv, I N Fnsten ABA44 to 4x4 ncq �post - Place 2 - 2x8 w d � ` O O � ap � acq flush jaists at each prost (connect rith 2 - $ � � NeW Covered Porch �°o o u - - - 9 - - - - - - e - - - 5 5 � � � 1/2' galvanized bolts) - P'lace 2x8 ncq deck � � o L ° � I � (U joists, connected to 2x8 a�cq flush girder with � I ,°. � � +°� � a � z-nax hangers - 5/4x4 iroahagony decking - I I O i cu `0 i �+ :° � O 7O O 7O OO � �p 1x10 nnhagany landing boxend skirt - 8 - 4 I 2x12 acq step stringers (s�upport at grade with � I 0 � � � buried 6x6 graund contac't ncq) - 5/4x4 I _ _ _ _ - —� - - - - - $— 2 - 2x8 acq girder -�- 2 - 2x8 acq girder I�' nahogany thrends I ------ --- --- --- --- --------------- ------"� I c nter a door I Edge of covered porch deck 5 foundation - 2x8 acq flcoar joists at l6' a,c. - --- Cannect to 2x8 acq ledger banrd at house with � I I � I z-roax hangers, connect to 2-2x8 acq girder I --- - --- --- with H2.5 z-ronx connectors - 5/4x4 roahogany I decking - 1x10 nahagony boxend skirt E x i s t i n g H o u s e I I �� P l a n i� 9' 11-3/4' �� 9' 11-3/4' -� See note on ledger bonrd attachnent I I 6 foundation - 16' x 16' x 24' height concrete block lA - New architectural roof shingle N e w C o v e r e d P o r c h piers - Place L/2 x 12' anchar bolt at top at I � (natch existing hause), 30# felt, center - Cut block to create pocket for 2-2x8 acq I girder - Concrete block pier to be attached ta ' S/8' CDX plywood sheathing, 2x10 9 1'rJ2 square feet � Roaf rid eeventt l6' o.c, Il-7/8 lvl roof rid e poured concrete piers belolw xith 2 - 4' #4 rebar I 9 7 foundation - 16' x 16' poured concrete piers � � Build - over I 1B - Cavered Porch Roof - Metal raaf over roofin (coated alvanized steel or <botton 3' below final graide) - below concrete black I � 7 existing I I 9 9 8 foundation - 5 - 2x12 acq step I I I aluninuro), synthetic underlaynent, 30R felt, � 5/8' CDX ptywoad sheathing, 2x6 raaf rafters stringersCsupportatgradlewith L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I at 16' o,c, and 4/12 pitch - Check buried6x6 roundcontactoc ) - 5/4x4 L - - - - - - - - - - - - - - - - � — - - - - - - � - - - - - - - - - - - - - - J P 9 _ 9 9 nanufactures s ecifications for roofin L � � � nahogany threads � °irn � Finish botton of rafters with L/2x6 azek beadboard v a °i � �I 1 \ 9O / / I� w 9 foundation - Renove e�isting frant arch shaped � 2x6�roof rafters � 2x6 roof raf ers � 1 roof - Cricket a i� j \ � � � j in� m concrete stoap ta a level I'� will not interfere With � m � � � I � � Qp � / I 3 neM front covered entry prorch � 16 o.c. N 16' o.c. � 2 roof - This ner raof is sane structure as existing � � I( \ / I I M o I I roof (2x6 16' a.c.) - It ternlnates at existing `" M I �� — � /� I � L 10 foundation - 2x8 acq deck ,Joists at 16' o.c. - I � O I � chinney � O �a � _ ._ i �� Connect Jaists to 2-2x8 ncq flush girders at both � � 6 m � �•1J ends with z-nax hangers� - 5/4x4 r�ahogany y' 3 roof - This sectian of ner raaf is bulld aver Cne■ �1__________________ 1� `____________ ' __� sla ed raaf) - This Is bullt ta revent the netnl roof decking - Ix10 nahagony dooxend skirt - --------- P P edge of porch 11 12 Attach 2-2x8 acq flush giTders ta 8' diuneter pier fron having a crlcket behlnd chinney � � with PA-18 straps enbedd�d in piers - 4 8' 4 roof - If existing cap (presently sloped towards r� 6' 6'—� � dinroeter poured cancret:e piers <botton roininun N2W Covered Entry the ne■ porch) will Interfere Mith the ne• roof or {�■ 8' 11-1/2'—=i A l l E x i s t i n g �o u n d a t i o n 3' below grade) allor too nuclh rain Nater to draln anto the ne■ round pier , 11 foundation - l6' x 16' x 8' height concrete block parch, then existing cap should be renoved, N e w P i e r s Q I I l y f o r N e w piers - Plnce L/2 x 12' anchor bolt at top at chinney rnised and new slnilnr cap <or bluestone NeW Covered Entry center for ABA44 connectair to 4x4 acq post cnp) pinced with ner pitched dlrectlon ns indicated Center on Front Daor C o v e r e d L a n d i n g s �I P O�C� - Concrete block pier ta b�e nttached to 5 roof - Ner Front Covered Entry paured concrete piers belaw rith 2 - 4' #4 rebar Architectural asphalt shingles to natch Verify Q« existing dir�ensions in fietd 12 foundation - 16' x 16' paured concrete piers 5/8f CDX9`l xr od sheathno# 2x6�roaf rafters <botton 3' below finnl grade) P Y 9' at 16' o,c, and 7/12 pltch - 13 foundation - Ptace new 2x6 acq sill - Dlrill and epaxy new 6 roof - On build over nren - Re�ove existing 5/8' x 12' anchor bolts <enbed 8-1/2', anchor rooFing nnd felt, use 2xL0 an the flnt as valley down sill nnd botton plate!) - Every 2' a,c. Anchar bolts to go througlh sill and botton plate � - - - - - - - - - - - - - - - - - - - � Place new sill sealer and iternite shield ' N 74 �9' 30" E 159,06' , � � � � � � � � � � � � � � , / Drawn,By Kyle Ruhs I Kyru Design - 728 5327 Existing I SCale 1/4' = 1'0' � line to / 0 sanitary � - � syster� � � � � � �� E�;�c�'�"�e� � 15.00 19.66�-15.00—� � �, ��T=�- �� , �''��!'� r 3.� l�. � (� New f.--11,46—*-11,83--� / � "^* � �c�Yl O � �� Landing �- ,�- ,.,,� ,, � � / Steps I e� "Y' 'e n �D Existing v Bilco .-� �,rr� � � � 3 � � �" =�' �� Existing o New � � �;ro_ V +':.� r••� .� .-�'J ,fi'�?,r.-:...>.-,�. , Existing Garage �+ Landin � `* * � �.�;;a�.�� O I Unhente 242 sf N P9 / � �� Breezewa / Ste s � C� � � 243 sf ' � � Conversion �f Existing � I Existing 1 Story House � / � Attached Breezeway And 0 �, o (v Garage Into Living Space � � 1123 existing square feet N W � � � I � � � / (rj New Cavered Parch/Landing � �' It-21.96—�I � Kirwan / Holloway i ~ �' New Covered / `�' 2130 Plurt Island Lane o Parch 152 SF z � New Covered � � Entry 42 SF � f^ ❑rient 9,33-� v� Drawing Titles I34A0 -�- 12.12--I 1L83�1 / Foundation Plan I � �` -}- � Area converted into J� l�e P l a n I oo an I Uving space ar Site Plan new covered/uncovered SCale 1/16'' = 1'0" � ConstrUCtion � � a landing or porch � � �, / � perr�it � Jan Kirwan / Jenette Holloway da not scale this print, use i � Area = 19332 sf 9 Y� fi ured dir�ensions on I / Tax Map Nur�ber 15 - 5 - 30 A — 2 i i ii � � Non-ConforMing Lot - Less than sheet nur�ber � S 7 4 2 9 3 0 W 1�5,2 4 _ � zo,000 sf - Front Setback 35- file nur�ber JH4508 Date - 04/05/08 PLUM ISLAND LANE 15 5 30 £1�60 - 800Z/t�Z/� - Z �J`dd �ad Za�aNl9 - � - � l A c/s - New nrchitectural roof shingte 1 B c/s - New nrchitectural roof shingle 9 B c/s - Cavered Parch Roof - Metal Residentiat Code o�f NYS Requirer�ents Cantinuous Load Path Strapping (roatch existing house), 30# felt, (natch existing house), 30N felt, roofing (caated galvanized steel or 5/8' CDX plywood sheathing, 2x10 5/8' CDX plywaad shenthing, 2x10 aluroinuro), synthetic underinynent, 30tk felt, Asphalt Shingles - shall have self seal strips or he UP t0 QY1C� including 120 MPH Wind Zones roof rafters at 16' o.c, 11-7/8 lvl roof ridge � roof rafters at 16' o.c, il-7/8 lvl roof rid e 5/8' CDX t wood sheathin 2x6 roof rnfters interla�king and conply with ASTM U225 - Fasteners for Roof rid e vent 9 P Y 9� Use the foltowing cannectors unless others specified In cross sectionals 9 Roaf rid e vent at 16' a.c, and 4/12 Itch - Check asphalt shingles shall be gnl',vnnlzed or stainless steel, 9 P All connectars Usted belox are Siropson Brand unless otherwise noted 2 A c/s - Ner 2x6 rafter ties 16' o.c. roanufactures s ecifications far roofin r�IniMUM 12 gunge shank wiith a roinir�uro 3/8' 2 B c/s - New 2x6 rufter ties 16' o.c. P 9 All connectors to be Z-Max or higher grade - all fasteners listed belo■ botton nt ll' fron to of subfloor - finish botton of rafters with L/2x6 azek beadboard dianeter head, of n length tco penetrate through the P batton nt 11' fron tap of subfloar - as galvanized nre to be hot dipped galvanized R-30 kraft faced insulatlon - At each Flush rake - lx2 an Ix8 nzek over 5/4x6 cedar s ncer roofing naterials and a niniir�un of 3/4' into the roaf R-30 kraft faced insulntlon - At each P Placenent of straps over plywaod sheathing is pernitted - to deterMine end fasten to roaF rafters with 2 - 1/2' sheathing. Where the roaf :shenthing Is less than 3/4', Correct naR size - the nall must penetrate Into stud 6 x It's diar�eter - end fasten ta roof rafters Nith 2 - 1/2' 10 B c/s - lx6 nzek Fnscla, 1x10 azek soffit the fnsteners shall penetrnt:e thraugh the sheatWng, galvanized carraige bolts gnlvnnlzed carralge bolts with continuous vinyl venting qeneath Asphalt strip shingles shall have r�ininun of 6 For use of the below strapping It Is assur�ned all lst floor studs, 2nd New rafter tles to becone ner tray celling Ne• rafter ties to becane ne■ tray ceiling fnsteners er shin le when used In a 120 MPH wlnd floor studs and roof rafters abave will be placed to be in alignroent benros, sheetrock/tape/spackle 11 B c/s - 2 - 9-1/2' TJ lvl irder, use H2.5 P 9 bea�s, sheetrock/tnpe/spackle 9 zone - Underin r�ent for rao�fs of 4/12 or renter shall and paint new ceiling - nnd paint new celling cannector ta attnch girder to rafters and LPC4 y 9 Converted Gara 2 cannectors to nttach girder to 4x4 acq post - be applled shingle fashlon,pmrallel to nnd starting at 9 2A A c/s - New 2x10 rafters becone sloped 2A B c/s - Ner 2x10 rafters becone sloped Girder to be wrapped in 5/4x12 / 5/4x4 nzek - the eave, lupped Z', fasteneid sufficiently to hald In Garage OY' S�Qb on Grade Foundations ceiling - Place R-30 kraft fnced insutntlon ceiling - Place R-30 kraft Faced insulntlon place. End laps shall be offset by 6' - Ice protection - Sheetrock/tape/spackle and pnint - Sheetrack/tape/spackle nnd paint 12 B c/s - 4x4 acq post - Finish with 5/4x6 shall cansist of an Ice barrler^ thnt cansists of at least 2 azek - Fasten to concrete block pier below with layers of self-ndhering pollyner �odified bitunen Single ACQ sitl plate / sole plate 3 A c/s - Renove existing flat raoFing, 3 B c/s - Renave existing Flat roafing, ABA44 connector - Keep 5/4x6 azek 1/2' nbove sheet, shall be used In Ueu af nornal underla nent and sheathing and flat 2x6 roof rafters sheathin and flat 2x6 roof rafters to of stone Y Foundatlon to exlsting sill plate, where Indicated, new 9 P extend frori the eaves edge to a palnt at least 24' S/8' x 12' anchar botts every 2' o.c. and na nore than 4 A c/s - 4 B c/s - 13 B c/s - Stacked 1-1/2' thick flat stone - inside the exterlor wall llne tof the building. 12' fron nny carner or the end af an AC� sill plate Rnke/fascla/soffit/friezebonrd detall - Verify this height (top of subflaar to Botton is l6' x 16' und tapers ta 10' x LO' at tap baard - every anchor bolt to have 3' square bearing plute under nut Ix6 azek fascla - top of neN wall plate) - Height of wall - Stone surrounds 4x4 acq past <Nrap entire post Underlaynent for roafs af 44/12 ar greater shall anchor bolts to extend thraugh rall batton plate lxl2 azek soffit with continuaus 1/4' wlll align this ner raof rlth the new roof induding 4' nbove rhere stone will surround It be applled shingle fashion,pmrallel to and starting at wlde vinyl venting beneath Cfascia the eave, la ed 2', fastene�d sufficlentl to hold in Existing sill plate to Na(l stud Roaf rid e vent over the garage with ice and water shield) - Stone wlll be 24' to 30' PP Y Raof rid e vent should be saroe elevation as existing 9 1 - H3 connectors - 9 4A B c/s - In height <owners to deterrolne height) place, End laps shall be aff�et by 6' - Ice protectlon an interior side, ever stud - 8 - 8d alvanized shall consist of an ice barrier^ that consists of at least 2 Y 9 fascla), lx6 azek frlezebaard over lx4 Rake/fascia/soffit/friezebovrd detall - 14 B c/s - 2x8 nc deck oists at 16' o.c. - nails each connector - 4 into stud, 4 Into pinte O cedar spacer - Flush rake, Ix2 on lx6 O q � layers of self-ndhering pollyr�er r�odlfied bitur�en 1 azek over 5/4x4 cedar spacer Ix6 azek fascla - Cannect to 2x8 acq ledger board at hause with sheet, shall be used in lleu of norronl underlayr�ent and Ist ar 2nd Floor rall stud and top pintes/roaf rafters Ix12 azek sofflt with cantinuous 1/4' z-nax hangers, cannect to 2-2x8 acq glyder extend frori the eaves edge to a point at least 24' 2 H2 cannectors, ane on the exterior, ane on the Interior - 5 A c/s - Existing exterlor walls wide vinyl venting beneath (fascin with H2.5 z-nax connectars - 5/4x4 roahognny inslde the exterlor wnll llne iof the building. ever wnll stud, 10 8d nlvanized nails each connector to have ner 1/2' sheetrock, taped/spncked/ New Attic Space should be saroe elevntion as existing decking - 1x10 nahagony boxend sklrt Y 9 New Attic Space Underla Ment in hi h wind aones (120 MPH) shnll in New Roof palnted - Walls to have R-l3 kraft faced New Roof fascia), lx6 azek frlezeboard over lx4 Attnch led er bonrd ta ever stud or botton late Y 9 At Roof Rid e - roof rafter/roof rid e/raof rnfter O 9 y P 9 9 2 insulatlon cednr spacer - Flush rnke, lx2 on lx6 with 2 - 1/4' galvnnized lag screws every 16' o.c. additlon have fasteners appllled alang the overlap, nat CS-16 connector every rafter - 8 8d galvnnized nails ench further a art than 36' o,c, - Base Flashln shall be Exterlor siding and felt ta be renaved - New 30# azek over 5/4x4 cedar spacer P 9 connector 7/12 Pitch felt, l8' red cedar shin les ( erfections) at 7/12 Pitch 15 B c/s - 16' x 16' x 24' height concrete block either carroslon-resistanit netal af Minir�ur� norolnal .019' 9 P ��\�� j 5 B c/s - Frnne new 2x4 at l6' a.c. woad walls piers - Pluce 1/P x 12' anchor bolt at top at thickness ar nineral surfacce roll weighting n ninir�un Header Ancharage - all exterlor daors, windows or other wall openings \� ��/ 5-1/2' exposure to be Installed - Corners reaved Solid black every 4' o.c, �� Place new 2x6 ac sill - Drill und e ox new center - Cut black to create ocket for 2-2x8 ac LSTA21 connector fron ack stud to header - an both sides af �\ SaUd block ever 4' a.c. �� - Note entire existing house is to be re sided wlth �� 4 P Y P q of 77 lbs per l00 squnre feiet - Cap Flashing shall be � �� Y ��j �\\�� nininun the first two ��j 5/8' x 12' anchor bolts <enbed 8-1/2', anchor glyder - Concrete btock pier ta be attached to header - 16 lOd gnlvanized nalls � nininun the first two � saroe red cedar shingles <18' perfectlons/5-1/2' ba s of roof rafters an 2A � 4/12 corrosive-resistant netal of nlniMuro narolnal �� 2A � �� y O ��/ O down sill and botton plate) - Every paured cancrete plers below Mith 2 - 4' #4 rebnr thickness of .019' - Closed 'Valteys valley Uning shall be LSTAl2 connectors every 2' o.c. between header nnd top pintes - \��\ bays of raof rafters an O /��j expasure) � both endwall sides 3 � � • O �� O � 2' a.c. - Exterior to hnve L/2' CDX plywoad one l of snooth roll roofiin coro l In with ASTM D 10 lOd galvanized nails �� bath endwall sides � \ - - - - - - - - - - - - - - - - - - - - - sheothing, 30N felt and 18' perfection red cedar 16 B c/s - 16' x 16' poured cancrete piers P Y 9 P Y 9 � 6 A c/s - Place ne■ 2x8 floor Joists l6' a,c. - Place — - — — — — — — — — r ' i Mi th - ri k t h xl tin wall stud - - - - - - - - - - - - - - <batton 3' below final grade) 224 Type II o Type [II at lemst 36 n d C c e s _ _ _ _ _ _ _ _ _ _ 2x8 ledger boards, fastened to eac e s g 4A — — — — — — — — shingle siding ot 5-l/2' exposure (see installatlan shatl be installed on the ridcge side af any chir�ney �ther COYlY12CtI0Y15 - Use hangers to attach flaar Jalsts to ledger boards 10 note) - Corners are wenved - Interior greater than 30' - Siderall Flashing agninst n vertical O - R-t9 insulation between Joists - Crawlspace below 1' 1-1/4' 11 to have ne■ 1/2' sheetrock, tnped/spacked/ Poured Concrete Pads <square or sanotube) to Wood Posts O O General Notes sidewall shall be by the ste�p ftashing r�ethod. to be 18' In height - Elevatlon top af subfloor verif ,, 1' 0' palnted - l/alls to have R-L3 kraft faced Insulation ABU44 (4x4 ost) or ABU66 C6x6 ost) with 5/8' alvanized 1' 1-1/4' Y P P 9 nust be sane as ta af subfloar elevatlon in '� Breezewa Converted � Cedar Shin les - Sidin Egress windows are needed In habitable bnsenents and � Gara e Converted verlfy p d y 6 B c/s - Place new cut widthwise 2x10 upright 9 9 anchor bolt enbedded - 12 lOd galvanized nails each connector 9 ner floor in adJacent breezwny area > 5-1/2' exposure red cedar shingles - #2 perfectlo� all bedrooMs - they roust hmve an apenable area of 5.7 Into Livin S O.CE' � sleeper Joists nt 16' o.c. with boxends Into Livin S QCe - Floar to be finished in ceranic tile � � 9 P � reconnended - double lst caurse s uce square feet - All egress rimdors are narked on the 9 P � Place encapsutated R-19 Insulntlon P Wood post to glyder(bean) � T (screw down 3/8' hardlboard with � o° 4 � insulation between oists - To of subfloar according to nanufncturers reconnendatlons p�Qns• i !� screws 12' o,c, and attach tlle ■Ith O � P LPC4 (4x4) LPC6 <6x6) - 8 lOd alvanized nails In ost and 8 lOd z a' ,;. ad,Jacent courses i-1/2' For ever new window and lnzed 9 P °� °i Laundr / Mudroor� 5 thlnset) - Tlle and grout to owners � 5O elevation nust be sane ns new ndJacent y 9� alvanized nnits in irder(beaM) ' y ^ � nininun offset - alternate courses shauld not door, a 7/16' l waod ane4l nust 6e 9 9 i� choice - verif finish ftoar �n floor in garage nren - The finished elevatian P Y P Y E 6' 6• align, 30� felt underlayroent shauld have 2' made. Panets shall be re-cut to caver 0 of these new floors is about 3-4' above the p Deck irder to deck aists L 5� g• overinp horizontnlly, 6' overinp verticatly and the lazed o enin s and ta �allow the 9 � 7 A c/s - At existing gnrage doar opening w finished elevatlan of existing living area 9 P 9 Salid black every 4' o.c. N fill in foundatlan area with concrete block � 2 should averlap corners by 4' both ways - fasteners to be secured to ithe structural H2,SA on each deck olst � � v - Flaor to be finished in cernroic tile � r�lnirour� the flrst two � m � further nll corners should receive 1 vertical woad wall froMin Pannls fko be r�nrked i and l - 8' x 16' plastic vent unit - i <screw down 3/8' hardiboard with 9• bays of ftoor Jolsts on � -a New sill t r� � a licntion or Neversal lastic ar sinilar r, p ate, 5/8'x12' anchor bolts at 6O 3/4' t+g subflaor r� screws 12' o.c. and attach tlle with PP P as to location, pre-drilled fFor 2-L/2' #8 Poured Concrete Pads Csquare or sonotube) to Girder(benro) both endwnll sides O 3/4' t+9 subflaor � 2' o,c„ terrolte shleld and sill sealer 13 thinset) - Tile and grout to aWners waod screws at l2' o.c. arouund the Er�bed Sir�pson PA18 6' Into top of pler - attach ta girder I I I I I I I I I I I Frane new 2x4 wall with specifled new window � 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 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 Shingles shautd be back priroed befare installing, entire perir�eter. 10 16d galvanized nnlls openings - header height af these new windows 14 choice - verlfy finish floar Shin les should be sealed and finish coated ri ht 9 9 The shutter ritl qe stored om site � should be at the header hei ht of new exterlar i,.� 7 B c/s - This partlon af existing after instullation - 100% acrylic latex top coat is and ready to attach In case of 7O 9 15 foundation is concrete block - Contractor reconnended - shingles stored on site before Mp�or storro, doors - 3-1/4' is top af deck/top of subflaor to inspect that this rall's foating is 3' belo■ instullntion nust be protected against sitting water Existin Grade Existing Grade � Far an new ndditlon ta a wesidential ho�e, 9 � � 8 A c/s - Existing Foundation I I grade (and Is 8' x 16' poured concrete) - daMage Y 7 � i If not see note on foundation plan far the entire existing house nufst be upgraded for i i Existing 8' thick poured O sr�oke detectors to r�eet eliectrical code concrete wnll on 8' x 16' footings - stren thenin ) � � Existing 4' poured concrete slab - i i 9 9 Sr�oke and Carbon Monoxide Detector O O 9 B c/s - Exlstin Foundatlon Firestopping must be used Im nll walls over 8' in height, j j Existing sill plate, anchor bolts I ! 6 9 Location RequireMents indudin ara e walls. Fire$to ln Is ta be installed O � � L___� Exlsting 8' thick paured 9 9 9 PP 9 L__J 9 B c/s - 2x6 flat ceiling beans In cancrete wall on 8' x 16' footings - Existing structure nust be upgrnded ta be between all Joists over gird�rs, Laundry/Mudraon - Use existing 2x6 flat Existing 4'+ poured concrete slab - canpliant rith NYS Snoke Detector Requlrenents and Suffolk Caunty Carbon Monaxide Detectar RequireMents roaf rafters S�oke Detectar Locatlon Requirer�ents� Snake detectars nust be placed in ench sleeping � , ,, _I 4E 2�' ]" � roon, outside of each separate sleeping area In the Inr�ediate � 21 � ' vicinity of the bedroar�s and on each additonul story of the dwelling Induding the basenent CI �S S S e c t i o n L—L See NYS Residential Code Sectlons R317.1 nnd R317.2 �I �S S S e c t i o n I�I—I-I , Existin Str�ucture With Noted Chan es Carbon Monaxide Detector Locntlon Requlrenents� Existin Structure With Noted Changes 9 9 Every level In dwelling rhere there nre sleeping quarters 9 Breezeway Converted Into New Living Space Garage Converted Into New Living Space Fireplace i' \ � Dashed lines are new � � O �� sloped roofs or existing /� �� 1 � roof / � � \ � tti \ O � N \� O �� 7/12 Existing Pltch � 2x8 flush fr�=�1 header �� 0 attuched to � 10 C c/s - New Front Covered Entry fireplace brick I I Architectural usphalt shingles to nntch with r�asonry � �� roaf shingles on house, 30tk felt, Roof is the sane anchar screws oo r ge ven structure as existing O 3 I _- II lO at616CDo.Pland 7/12ep{h�ing, 2x6 roof rafters house roof \ `} O O 7/12 Pltch � - /�T\\ l0A C c/s - Cut 2x8 ns shown with arch cut out - _ _ _ Place one set of 2x8 against house wall and one nt r __ _ __ __ __ __ ___ __ _ _ _ __ _._ __ �' �� \ �. 2 end of girders (flush with end) - Place 2x4 ceiling � O I O� O O O I �' �� OA �� beuros nlong the arc at nbout 16' o,c. - Finish I _ � � � ceiling with 1/2x4 azek - Where ceiUng nzek I 1 neets soffit azek a plece of azek trin Is needed Sane wall as o 6� 1� p• � � O ll C c/s - lx6 azek fascia, 1/2x4 azek beadboard existing I � � � saffit Nith cantlnuous vinyl venting beneath house '" I � Existing "i O❑❑ Botton of fasciu board Is snMe elevation as � bottar� of existing frieze bonrd � Kitchen Area 3 12 C c/s - 2 - 7-1/2' TJ lvl girder, use H2.5 ( � °D Existing Living 4rea Q t0 becoMe Q connector to a4tnch girder ta rafters and LPC4 ( Expanded cannectors to attnch ghder ta 4x4 ncq post - � Living Area iu azek cFnstenXtoaconc ete blocksplertbelar4 with � � I � ABA44 connectar - Keep 5/4x6 nzek 1/2' above n O4 top of stone I l4 C c/s - Stncked 1-1/2' thick flat stone - _J 16 Q Battaro is 16' x 16' and tapers to 10' x 10' at top DY'awn By Kyl2 RuhS - Stone surrounds 4x4 acq past (wrap entire post I Existing Grade I I 1 I I I Induding 4' above where stone wlll surround lt Kyru Design - 728 5327 S�Q l� S e c t i o n C o n n e c t i n g I I � I I I wlth Ice nnd Water shleld) - Stane will be 24' to 30' SC0.12 1/4' = 1'0' I I I I I I o5 in helght (owners to deterroine helght) E x i s t i n g/N e w R O o f S � � � � � � is c �is - zxa ncq deck Jolsts at i6• o.�. - -..,, i i i i 1�i i �� h8�� `�. iu I I I I I I Connect Jolsts to 2-2x8 acq flush girders at both .�fi� � 1 - Continue this roof to end of fireplace chinney, O � O O L - L__J L-_J ends with z-Max hangers - 5/4x4 roahogany «�,�' �,{p rhere it intersects rith new sloped roof (over old decking - 1xL0 roahagany baxend skirt - ��,� `�' S�1� '�� breezeway) place cricket C2) - See roof plan - This Is Attach 2-2x8 acq flush girders to 8' dlaroeter pier �" °� �:,.'":.� Q done to prevent having to create snall valley behind rith PA-18 strnps enbedded in piers - 4 8' �► p ,� chinney with the netal porch roof dlnr�eter poured cancrete piers <botton rolnlMuro � �r;"';Y�:;��;� � O New Front Covered Entry Porch 3- belo�r grude) 4 9 �,+ ,. �. 1 - At ner front cavered entry porch, renove 16 C c/s - 16' x l6' x 8' height concrete block '��:,�r,: /,uc� lers - Place V2 x l2' nnchor bott at to at �� '�d existing soffit and frieze baard P P �* '� center far ABA44 connector to 4x4 acq post +i� �fl.�81�� - Concrete black pler to be attached to � �F 24� 10� -� poured concrete piers below with 2 - 4' N4 rebar � �p ��=%^� C I �S S S e c t i o n l�—l� 17 C c/s - 16' x l6' poured concrete piers cbottoM a� below final grade) Conversion �f�Existing Attached Breezeway And Existing Structure With Noted Changes Garage Into Living Space New Tray Ceiling For Living Area / Expand � New Cavered Porch/Landing Existing Living Area / Rer�ove Kitchen Kirwan / Holloway 2130 Plur� Island Lane 1 C c/s - Existing Architectural roof 4 C c/s - Place new R-21 Insulatlon 9 C c/s - Existing 8' thick poured shingle, 30# felt, plywood sheathing, 2x6 and sheetrock <tape/spackle/paint) the concrete wall on S' x t6' faotings - ❑Y'12Y1't NY roof rafters at 16' o.c, 2x8 roof ridge existing raof rafters that Nill nor be Existing 4' poured concrete slab - Df QWIYI Titles 2 C c/s - Ne• 2x8 rafter tles 16' o.c, to sloped ceiling in existing living area Existing double sill plate, 2x8 floor Jaists g create tra ceilin 1/2' sheetrock on 5 C c/s - Existin 2x6 celUn bearos, 16', plywood subflaor, aak strip finish Y 9 9 9 flooring CY'OSS Sections bottoM, R-30 Insulatian between - Insulation and sheetrock are to be Existing 3-2x10 girder, 3-1/2' steel Place 1 row of 4x8' 3/4' plywood on top rerooved lally calunns, 1'x 2' poured concrete to provide access over - fasten each end 6 C c/s - Existing 6xt2 wood beans are plers to exlsting roof rnfters with 2 -1/2' to reroaln galvanized carraige bolts 10 C c/s - Pitched 2x6 ceiling beans <sane � construction 3 C c/s - Existing sroall window In � C c/s - Renove existing kitchen pitch as roaf) to create true tray ceiling in � perr�it attic to be renoved - Seal part which will cabinet soffit, ReMove 3x10 waod bear�s existing llving rooro now be below the ner rafter tie <ceiUng at both ends af roon do nat scale this prin , use benros) - Open up renaining window opening 8 C c/s - Reroave existing kitchen base figured dir�ensions only, plus to provide access into ner attic and wall cabinets - Renove and seal � — � areas above existing breezewny <new plunbing In this aren - Existing window sheet nur�ber kitchen) and existing garage (new will be changed and additional windows , laundry / roudroor�) are to be added to this wall file nur�ber JH45083 Date - 04/05/08 15 5 30 E1�60 - 800Z/�Z/5 - £ �J`dd �ad Z2��aN18 - �. - � a O � � .�-� �� ❑� �❑� � O 0 1 elev - Patential problen with existing N e w F r o n t E n t r Type I Sidewall Sheathing Requirenent Flnish belaw covered porch deck with chinney cnp and new covered porch raof Y Roof and Celling - l20 wind zone cedar lattice, franed in Ix2 cedar - ta be deternlned in field /� � , Type I Endwall Sheathing Requireroent � 22' length - 4' ninlnuro sheathing requlred abaut 9' down - Support fron skirt or E l.�S� F a c i n g E�e v a t i o n Roof nnd Ceiling - 120 wind zane �r o n t E l e v a t i o n 7,25' given deck baxend 21' length - 4' r�lnimuM shenthing requlred 12.0' given Converted Breezeway and Garage Converted Breezeway and Garage to Living Space / New Covered Porch to Living Space New York State Code Requireroents Continuous Load Path Strapping - Foundation to Roof Up to and induding 120 MPH Wind Zones � 2x6 WallStud 3 . : . .. . .. . .S,R. ... . .. . . . .. . . ... . . . .. .. .: . 3 0 .0�. . . . . .. . .... . . .. . . . ... . : : •� . .�. . . . .... . . .. . . . .. . . : '� . : : 2 - Siropson H3 • 0 ; ; • Every Stud 2x6 acq slll pinte ; ; : 4' concrete slab ' : �; : � � 8 - 8d in stud total ' • ' • 2 - Siropson H2 8 - 8d in plate total 5/8' x l2' anchor balts every 2' o.c„ ' 0 0 ' . . Every Stud • • DF uplift 9L0 � No nore thun 1' fron any corner or : . : : . .. . . .. . . . . . . . . . .. . . . .. . . . . . . . . . . . .. . end of 2x6 acq sill pinte - use 3' square 3 ' ' ' 3 � � Each Connector bearing plute under nut 5 8d into stud 5 8d inta rafter Foundation Cross Section End View Nailing Zones for Roof Sheathing in 120 MPH Wind Zone One af the links in the critical load path Wall Studs to Rafter Connection one of the links �n tne crlticul load path Wall Studs to ACQ Silt Plate - Slab on Grade/Garage Slab -� In the case of roof rafters sitting on N a i l i n g S c h e d u l e SiMpson top of dauble top plates nbove header LSTA12 use Siro son MTS16 to connect 0 lOd p Note sheathing nust be nailed to top plate header/double top pinte/roof rafters , Exterior Wall Sheathing - 16' a.c. - 7/16' fir cdx pywoad R e a r E l e v a t i o n double top plate 4' Edge Zone <any wall within 4' oF carner) - 8d gnlvnnized Type I Sidewall Sheathing Requlreroent Sir�pson conr�on nails every 12' o.c. each stud Raof and Ceiling - 120 wlnd zone LSTA21 [nterior Zone (any wnll beyond 4' fron carner) - 8d galvanized 22' length - 4' rolnlMUM sheathing requlred 16 lOd 2-2X1� header coronan nails every 12' o.c, each stud 17.0' glven Roof Shenthing - See Nailing Zane far Roaf Shevthing Diagran SiMpson LSTA21 Zane l z«,�z Zone 3 Zone 4 Converted Breezeway and Garage 16 lOd Field 8' ac. 12'a,c, 3'ac. 4' a.c. t0 Living Space Panel Edges 4'ac 6'ac. 3'o,c. 3'ac. Window Sill Plate jack stud Cathedral cellings require slopeable hangers Siropson LSSU210 - 10 - lOd an face king StUC� 7 - lOd x 1-1/2 on raFter 4 - H4 at double 4 8d each connector ot Stud iat plate z _ Ha o.t Stuas bottor� plate 4 8d each connector At Roof Ridge - raof rnfter/roof ridge/roaf rafter at stud /at plate CS-16 connectar every rafter - 8 8d galvanized nnils each One of the Unks in the criticnl land path connectar Studs and Headers Around Wall �penings Drawn By Kyle Ruhs Kyru Design - 728 5327 Scale 1/4' = 1'0' ry�� 6�$�'�>1� :,Q � � F:. � General Notes Pier / Pad Notes Windows and Doors Interior Trir� Suggestions New Code Design and Structural Inf orr�ation �'� �, �A;;� � �`�, �` ��,.>.�;, -,. � All glazing shall be Type 'E' pwner to be consulted for final selectlons 1 - Endosed Structure I " Engineer of record Is not responsible for supervislon of canstruction Concrete piers to rest upon undisturbed 4' Thru Roof ��i�.,,"� �;� or conpUance with these drawings. The Cantractor nust verify all soll unless supparting sall Is loan To prevent agalnst wnter danage, all window nnd door rough opening are Renavations or nddltons - r�ntch existing interior doors and trin 2 - Exposure B _� to be wrapped on bottoro and sides with plastic nerobrane, then a Tyvek Flaors to be ceranic tile - Verify Mlth aNners 3 - 120 MPH Wind Zone � � �_ :': �� existing conditians in the field and notify the Engineer of any dlscrepancies day or bog, In which case it shall be rerooved ta its depth nnd replaced with or equlvalent nenbrane will be placed across the raugh opening, an 'x' 4 - Design Is Prescriptive 2� �.� ,�.� rior to start of an wark, The Contractor is res onsible for all en ineered coro acted filL Concrete to be 3500 Interior poors - Jeld-win woad interlar doors af owners selection and finish � ,� Qy � P Y P 9 P ps,i 228 days. 5 - Roof Laads Snow U15%) 40 psf Uve load 20 psf dead load I +�;. � � erroits and Ucenses re uired to con lete the wark. to su l c Unders for testin C linder shall be cured under the snne will be cut diagonally In it and the window or door then placed into the �,.� /� P q P PP Y Y 9� Y� or Sinpson Masternark Infinity <MDF) Interlor doors - good for 6 - Floor Loads (livin arens) 40 sf live lond 20 sf dead load r $� `G/ conditions as walls and floors, raugh opening, A piece of L8' wide Ice and Snow or equlvalent naterial 9 P P �t,i. All work is to conforn ta state, count nnd local cades. Natif low roaintenance and high huroidity areas 7 - Floor Loads Cnttic, exterlor decks) 30 sF live load 10 sf dead lavd N I '� �,/ Y Y should be pinced above the wlndow or door, aver the nalUng flange. P P � '" Soll bearing cnpaclty used For foundatlon design has been ( Engineer and/or owner if the bullding daes not conply before Ice and Snow or equivalent naterlal af 1-2 lnyers should be placed on 8 - Snow (45 psf) � I '"•' nakln an chan es. presuned to be 4000 P.S.F. Footings shall rest on undlsturbed solt. COYI SIOYI �f��Existing 9 Y 9 the sitl below the doars before the are Installed ot o nlninuro. 9 - All structural lunber - plates, Jolsts, studs, rafters, I Attached Breezeway And Notify Engineer prlor to placing footing so thnt these y G e n e r a l M e c h a n i c a l N o t e s collnr ties, rid es, vall s and hi s are Dau las Fir #2 I All electrical work is to coroply with all codes and an underwriters assuroptians can be verified. Ta gunrd even further agalnst water penetration It is reconnended that 9 Y P 9 � inspectian and certificate roust be obtained after co�pletion, lead coated copper pans be installed beneath all windows nnd doors. 10 - Atl engineered lurober is indicated an pinns by type, u N Gara e Inta Livin S QCe Where indicated on foundation plan - To prevent ngainst water daroage, all wfndaw and door raugh openings 1 - Design Tenpernture� Heating = 0 to 72 degrees F. 6000 degree days nanufacturer and size. +� � I W,M, g g p Contructor shall verify nit diroensians nnd conditlons nt the site 5/8' x 1P' nnchar balts to be placed every 2' o,c. and roust be caulked with n silicone based caulking. CooUng = 89 to 78 degrees F. 11 - Floor, wall and roof sheathing are cdx fir plywood of the noroinal size lst Floor Y �' NC'W Covered Porch/Landing and shnll be responsible For praper ,jolning of his work to the Mithin 12' of every ca-ner or edge of 2x6 acq sill plate Flash all windoNs nnd exterior doors as required far a guarenteed wuterprooFing 2 ' Ea�h hented floor or zone rill have a thernostnt setting at 45 ta 75 degrees given - Floor sheathing Is always 3/4' T+G, wall sheathing 1/2' and work of the other trades, 3 - Heating Furnace (to be dass 1) to operate at a nininur� efficiency raof sheathin 5/8' l wood, 2' Job. All concealed flashing shall be #40 tin pan flash under all exterior daars 9 p Y � F,A,I. KIY'WQYI / HO��OWQ�/ All concrete shall have a rolninuro coropressive strength of 3500 of 75 degrees. 12 - Manual Used - Wood Frane Canstruction Mnnual for One Althaugh these plans are drnwn to scale, no diroensians shnll be P.S,I. after 28 da s unless otherwise s ecifled. with lend coated copper, � 2130 P�Uf'1 Island Lane Y P 4 - The nnxi�uro cnpacity of the boiler or furnace shall not be nore than 25% of or Two FnMily Dwellings - High Wind Addition 1995 edltlon scaled. If there are nny questians on discrepancies, contact the qll concrete plers ta be nininun 3' below finnl grade Grills for windaWs are to be selected by oNner. the catculated BTU requlrenents of the building, 4� 4' C,I, ❑rient NY Engineer's office, 5 - Donestic hot water shall have control settin s a naxiroun tero erature at L40 Sheetrock to be fastened rith screws, 12' o.c. alon studs, bear�s ond/or frost line. 9 P Reference Manual/Reference Standard 9 degrees F. T1 House Trap To existing SCHD and rafters. Sheetrock to be 1/2' unless otherwise noted. 5/8' type 'x' P l u r�b i n R i s e r L I Q r a r'1 appraved Drawin Titles N Y S B u i l d i n Q I'1 d F i r e c o d e 6 - The naxinur� setting of hunidistat to be 30, de-hur�idistat 60 Design Load Calculations were derived by using the g g 9 sheetrock to be used in garage wnlls and ceilings if there nre living F r a r�i n g N o t e s � 7 - Maxinuro heat lass thraugh the fireplace daroper - 20 CFM ar fireplace live/dead/snow/seisrolc/wind loads listed above under Structural no scnle Snnitary Systen areas adjccent or nbove then. 5/8' type 'x' S,R, to be used above all Elevations These plans nre in coropllance with applicnble NYS Building nnd Firecades, �.+st have a Class 'A' fire rated glass door, Inforrontion Cnbove) for the area in which the Residential Structure furnaces, bollers etc, Sheetrock In all bathroons or other raons Structural lunber - as noted - G-P WI Jalsts or pouglas Fir - 8 - Fireplace shall have a danper corobustlon air vents 150-200 CFM. is ta be built and referencing nll structural coropanents to the Prescriptive NYS Wind Cade Cor�pliance where there nre high hunidity conditlons to be nolsture resistant. headers and studs shall be Douglas Fir/Lnrch (northern) R2 grade ar better, 9 - Maxinur� infiltration lass CFM/window = 0,5 per square feet of aperable sash. Engineering Requirenents of the Wood Frane Constructian Manual General Notes All heuders shnll be <2) 2x10 untess otherewise noted. Double nll 10 - Maxinun Infiltration lass CFM/slidin lass door 0.5 - Swin In doar for One or Two Fanil Dwellin s 1995 edition U.L, approved snake detectar shnll be either phatoelectric or 9 9 9 9 Y 9 � canstruction ianizntion type and shall be directly connected to n lighting circuit Joists supporting walls above and supporting atl roons above such as 1.0 per square feet of door. with na intervening wall switch. CO detectors to be installed ta Code. buthroons, kltchens, Clrculatlons nrens that will recelve floar tiles. Ll - Air Change - 1.25 alr chnnges x cublc feet of house x 0,18 = BTU loss � perMit Place firestop 'cats' in all exterior walls where the ceiling atlored for hfiltrotion. Hot water plping insulatlan per sectlon. Approved hurricane dips/straps nust be installed rhere required by NYS height exceeds 8'. 12 - Heating plpe insulatlon per sectian E403.9A af the code, do not scale this print. U52 or local buitding codes. See New Code Rules an Cross Section. Also Llntels to be 2-2x10's up to 7'0', 2-2x12's up to 9'0' l3 - Caulk and seal between walls and foundatlon, exterlar Jolnts and apenin9s. figured dir�ensions only� review Ner Cade Details. Check with locnl Building Depnrtnent for 14 - All doors and windows to be weatherstrlpped. lacnl code conpliance. L5 - All windows and exterlor daors to be Insulnted. Insulation Notes � sheet nur�ber A — All exteriar wulls to have R-19 kraft faced fiberglass Insulntion file nur�ber JH45084 All ceilings or raofs that are to be Insulated to be as nnrked, R-30 or R-19 Insulntlon Date - 04/0 All new floors to hnve R-19 fiberglnss insulntlon 15 5 30 £L�60 - 800Z/i�Z/5 - � �Jbd �ad Zb�4Nl8 - � - � Shutter ❑ption - For 120 MPH Wind Zones ❑nly Table 3,4A Rafter and/or Ceilinc,„� Joist ta Top Plate Lateral and Shear Connection RequireMents - Exposure B Note� The shutter design shown These shutter designs by no roeans Shutter Attachr�ent Top Shutter Attachr�ent BottaM herein will provide significant represent all possible workable designs protectian froM hurricane force nnd can always be upgraded to provide 12d nails iFree secard G,st 1t0 Wind Speed Croph) winds, Thls is a guide only, It even greater Margins of safety and Nur�Yoer of 8d conr�on naits or lOd bax nails <toe nailed) does not include all ossible i,z,3,a P protection� T�'115 shutter design is Sidin Required in ench rafter nnd/or ceiling ,joist to top plate connection Table 3.1 Nailin Schedule s shutter, anchor and fastening intended to b�e teMporary andMounted g Header 5 Sterts o.nd the installer rtust Rnfter/ceiling Jolst Wall height (Feet) y � and reMoved iFroM OUt5iCl2 the building, Joint Description Nunber of cororoon nails Nunber of box nails Nall spacin9 Shutter Interlar casing spacing (in,) ad just all diMensions to All des(gns are based on wind pressure ROOF FRAMING 12d double headed Finish Sill 12 8 � 3 coMpensate for particular capacities only. Fi ure 1 F�nish wnit S;« 10 � 3 insto.110.tion5 o.nd hardware used. 9 Rafter to top plate (tae nailed) see Table 3.4A see Table 3,4A per rafter nnils at 6' o.c.� Shutter stiffener uttachnent - If required Ceiling joist to tap plate (tae nnited) see Table 3.4A see Table 3.4A per joist (nails at 4' o.c, if 16 g 3 7 While the design wind pressures o.re Ceiling joist to parallel rnfter (face nailed) see Table 3,9A see Tnbte 3.9A each lap shutter is over 5' 12d dauble headed Cnulk 10 3 3 based on ASCI 7�95, the building long) na��s nt 6' o,c. APA structurnl panel Ceilin oists la s aver artitions (face nailed) see Table 3.9A see Table 3.9A ench ln 24 8 � 5 owner/installer roust still carefully 9 J P P P (nnits at 4• o.c. If Shiri evaluate each systeM, and then if #2 2x4 shutter is over 5' � 5 Collar tie to rafter <face nailed) see Table 3,6A see Table 3.6A per tie 10 neCessary Make any roodif iC0.tion5 Flashing and caulk Interlor casing long) consistent with good design and bUilding Cut If desired Blacking ta rafter (toe nniled) 2 8d 2 lOd each end Finlsh wnll practices. I Rin baord to rafter (end nailed) 2 16d 3 16d each end � WALL FRAMING Shutter Shiro 1 - Pres�criptive linits are based on assunp ions n a e . . 2 - Tabwlated connection requirenents assuroe a building tacated In Exposure B � Top plate ta top plate (face nailed) 2 l6d 2 l6d per foot 12d nails i i 3 - 11hen ceiting jaists ar installed parallel to rnfters, e sun o e I Top plates at intersection (face nniled) 4 16d 5 l6d jolnts-each side toe nails in the rafter and ceiling jaist shnll equal or exceed the tabula e Strength axis � Stud to stud (face nniled) 2 16d 2 16d 24' o.c. Siding Figure 3.78 Floor Bracing Endwall nunber of nails required. 4 - To a,vaid splitting, no nore than 2 toe nails shall be installed on each side WiY1ClOw and Glass Protection 3/l6' x 3' lag screws Header ta header Cface nailed) 16d 16d 16' o.c. at edges with fender washers Blocking of a rafter or ceiling jaist rhen fastened ta a 2x4 top plate ar 3 tae nnils Tap or batton plate to stud (end nailed) see Tnble 3.4A see Tnble 3,4A per stud Table 2 Endwall in each side rhen fastened ta a 2x6 top plate, Steps in Constructing Shutters ,loists Botton pinte to floor joist,bandjoist 2 16d1'2 2 16d 1' 2 per faot Glass EstiMated deflection Qt 1�� Mph design wind speed Qt 1 - Review tablkes 1 and �c In the 12d nails at 6' a.c or blocking Cface nailed) � , � 15 height for shutters with 2x4 s at 16 o,c, Design Considerations section to FLODR FRAMING deterMine if stiffeners are needed. Figure 2 ttaCh stiffener C15 ShoWn in Figure Joist to silt, tap plate or girder (toe nailed) 4 8d 4 lOd per jaist Table 1 APA Panel Approxiroate Maxinun shutter span p p 2 Shutter nttnchnent - view fron autside Bridging to jaist (toe nailed) 2 8d 2 lUd each end MQXII''IUI'1 span WI��'IOUt stiffeners s an ratin wei ht (lbs/ft2) 24 36 48 60 72 84 96 Blocking 2 - Cut APA wood structural panals 32/16 i,s a,z o.z o.3 0,4 o,s o.s - wlth adequate edge overtap to Blacking ta joist (toe nniled) 2 8d 2 lOd each end Approxironte deflection Cin.) nt 40/20 2 0,2 0.1 0,2 0,2 0.4 0,7 1.1 ' APA Panel A roxin�ate Maximuri 120 ro h desi n wind s eed 48/24 2,4 - - 0.1 0,2 0,3 0.6 1.0 receive nails. ❑rient 1OY19 P0.nal #2 2x4 Blocking to sill or top plate (tae nailed) 3 16d 4 16d each block PP 2 p 9 P _ Section A-A 0.XI5 Cstren t�'1 0.X15) Of the anel s an ratin wei ht (lb�s/ft ) shutter s nn nt IS' hei ht 48 o,c, 2,6 - 0,1 0.1 0,3 0.5 0.9 9 P ' � ledger strip to bean (fnce nniled) 3 16d 4 16d each joist 32/16 1,5 30 0.5 G e n e r a l N o t e s� 0.5 Shown in Figure 2, . 40/20 2 36 0.5 Window and lnss rotection shall neet ASTME 1886-97 and ASThIE 3 - USe a lon brad Or finishin APA Joist on ledger to bearo (toe nailed) 3 8d 3 tOd per joist 9 P The Engineer will not have contral or charge of g 9 structural I 48/24 2,4 48 0.9 1996-99 pnragraph 6, or structural shutters with attnched hnrdware and wlll not be respOnsible for COnstruCtion n0.11 t0 l000.t2 the frar�ing behind panel � � Band joist to joist (end nailed) 3 16d 4 16d per Joist 48 o,c, 2,6 72 1.5 pravided. Details r�eet or exceed the requlrer�ents of The New York State rteans, roethods, teChniqu25, SequenCes and the wood siding, The nails used to � • Band joist ta sill or top plate <toe nniled) 2 16d1 3 16d per foot Huilding Cade, prograMs in connection with the work, Attach the shiMs and the shutters Must hit the frar�ing to be fully effective, I I � . ROOF SHEATHING 1 - The contractor shall glve all notices and 4 - Nait shiMs to the fraMin with I Structurnl panels 8d lod <see table 3,10) • Cortply with all laws, ordinances, rules, g I regulations and lawful orders of any pubUc 12d nails, Use 16d nails for shir�s CEILING SHEATHING authority bearing on the perforMance of the over 3/4' thiCk, For spans up to work and shall proroptly notify the Engineer Gypsuro wallbaard Sd coolers 5d caolers 7' edge/(0' field if the drawings O.nd SpeCIflC0.tion5 are 0.t 5 feet, space the nails 6' o,c, at , variance therewith. each shir�, For spans over 5 feet WALL SHEATHING 2 - ❑wner and contractor shall indeMnify and SP0.C2 Y10.115 4' O,C. 0.t each Shlf'1� Structurnl ponels 8d lOd (see table 3,11) <Figure 3a and 3b) hold harMless the Engineer and their agents 5 - Atto.ch the shutters with Fiberboard pnnels Table 3,7 Header Connection RequireMents for Wind Exposure B and er,ployees fror, att ctair,s, dar,ages, �osses a Dead load assunptlons� roof/celling assenbly DL = 15 psf U = Connector uplift load and expenses including but not liMited to attorney double headed Y10.115, USe i2d Y10.115 7/16' 6d 3' edge/6' field Strength axis Table 3,10 Roof Sheathing Attachr�en�t Requirer�ents for Wind Loads fees arising out of or resulting froM the for shutters up to 3/4" thick and a L = Connector lateral load cperpendicutar erforMance of the work rovided that an 25/32' 8d 3' edge/6' field Three Secand Gust 110 120 P P y 16d nails for shutters over 3/4" . Gypsuro wallboard Sd coolers 5d coolers 7' ed e/l0' field EX osure B Three Second Gust 110 120 ta the wall). suCh CIQiM, daMaye, 1055 or expense C1) is attributable thick. For spans up to 5 feet, �"� 9 Wind Speed (roph) 12d double headed Wind Speed <roph) Spo.Ce the n0.i15 6" o,C. Ut each 2nd FL��R SHEATHING 1 - Tabulated lateral connectlon re uirer�ents shall be ernitted to bodily in jury, SiCkness, d'ISe0.5eor death or to nnils at 6' o,c Requlred cnpncity of connectlon at each end 4 P in jury to or destruction of tangible property Structural Sheathing E F E F �,2 Of the shutter anel, For 5 0.n5 of header (lbs.) to be null lied b 0.75 and 0,92, res ectivel far franin <other than the work itself) inCluding the loss P P (nails at 4' o.c. iF shutter Structural pnnels p y P y� 9 over 5 feet s ace nails 4" o.c. at 34 34 of use resulting therefroM and <2) is caused in P over 5' lon9 Sheathln Location Rafter / Truss S aclm Roaf S an Header S an each end Of the shutter panel, 1' ar less 8d lOd 6' edge/12' field 9 (Includes o,c.) P 9 <ft (ft) P U ' L U ' L not located within 8' of bultding carners Nailing the panel on all 4 sides, greater thnn 1' lOd 16d 6' edge/6• field whole or in part by any negUgent act or oMission inste0,d Of �USt the 2 ends, will Interiar Zone 12 6 12 6 12 2 127 132 165 157 � - Tabulated franing loads assune a bullding located In Exposure B of the ContraCtor, any sub-contractor, anyone 3 - Tabuluted uplift requireroents assuroe n roof and ceiling directly or indirectly er�plowed by any of thero further liMit deflection and MaxiMize 16 6 12 6 12 4 255 265 331 315 or anyone for whose acts any of theM r�ay be 1 - Nailing requirenents are base on wall sheathing nniled 6' o,c. at the panel assenbly dead lond of 9 psF (0.6 x15 psf = 9 psf) unable, regardless whether or not it is Caused strength. 19.z 6 12 6 12 6 382 397 496 472 by a party indeMnified hereunder, edge, If wall sheasthing is nailed 3' o.c, at the panel edge to obtain higher 4 - Tnbulnted u lift louds ure s ecifled for headers su ortin 6 - Any perManently installed P P PP 9 3 - All codes and regulation af NYS Building Code hardware, ShIP'15 OY' fastenin shenr ca acities, naiUn re uirenents for structurnl nenbers shall be doubled, 24 6 12 6 12 12 8 S10 529 661 630 9 P 9 9 roof assenbly. when calculnting upllft loads for heuders supparting shall govern over atl constructlon and installation, Cl2vIC25 MUSt be in5t0.112d Periroeter Edge Zane 12 6 12 6 12� 10 637 661 827 787 4 - All ConCrete to be rtinirouro 3000 PSI at 28 days. or alternative connectors such as shear plates shall be used ta naintnin floor laads, the tabulnted lift loads shnll be ernitted to be reduced using standard, acceptable 2 "� P 5 - All Pootings to bear on virgin soil pressure the load path, 16 6 1''c 6 6 12 765 794 992 944 r�ethods Of waterproofing, All by 30 plf tlnes the header span for euch full wall above. assuMed bearing C0.pUCity of 2 tons. 19,2 6 6 6 6 14 892 926 1157 1102 6 - All fraMing and sheathing shalt be grade abandoned hOles t�1U5t be sealed. 2 - When watl sheathing is continuous over connected ner�bers, the tabulated _ 3 3 3 3 staroped. 7 - After fabricntion Mark each shutter for 24 6 6 6 6 16 1020 1058 1323 1259 nu�ber of nnils shall be pernitted to be reduced ta 1 -0 16d nail per foot. 7 - All fnterior partitions Sho.11 bear On doubl2 location and orientation Gable endwall rake or rake truss w/lookout black 63 63 4 4 2 202 132 264 157 floor �oists or as noted, 8 - If ShlrtS 0.1^e t0 be left In p10.C2, U52 3 - Carrasian resistant 11 gage roafing nails and 16 gage staples nre perroitted, FB = alvanized nails and finish like sidin or Gable endwall rake or rake truss w/o rake averhang 8 - Floor, ceiling joists to be Douglas Fir, 9 9 check IBC for additional requireroents. 6 6 6 6 4 404 265 528 315 875 E = 1,6M or G-P �OIStS as nOted, exterior trir� 4�aard Shenthin 6 605 397 792 472 9 - All sub-flooring shall be CDX 3/4' MiniMUM Shenthing Size Rafter/Truss Spncing Minirour� nurober of 8d caroroon nails or lOd box 8 807 529 1056 630 thiCkness, All edges to be Set on Solid bloCking 24 Typical Lateral FraMing Connections <Nailing) glued and nailed. (inches o,c,) nails per support 10 1009 661 1321 787 10 - Wall sheathing shall be 7/16' t�iniMUM. lx6 or lx8 sheathin 12 - 19.2 2 3 12 1211 794 1585 944 � 11 - She�athing shall be nailed per the requireroents CY'OSS Section End View of the New York State Building Code. 1x10 or lar er sheathin 12 - 19,2 2 3 14 1314 926 1849 1102 12 - Solid bloCking shall be pravided for all joists, Table 3,9A Rafter/Ceiling Joist Heel Joint Connectiun Requirer�ents i6 i6i4 iose ziis izs9 � wa�ts at Mid point. Allow 2' air space for roofs. E - nail s acln at anet ed es cln,) 2 277 132 364 157 RQ� 13 - All studs shall be nailed with galvanized naits <Prescriptive alternative t0 table 3.9) p 9 P 9 �Pr, per the requireMents af the NYS Building Code. F - Nail spacing ut internedlate supports in the po.r.el field (In,) 4 554 265 728 315 14 - All flush wood COnneCtOY'S shall be fastened with rated galvanized Metat SiMpson connectors. 1 - For sheathing Nithln 4 feet of the perineter edge� of the roof 6 832 397 1092 472 15 - All pre-engineered luMber shall be installed as per Dead Lond Assumptlons� Roof Assenbly DL = IOpsf Indudin 4' on each side af the roof eak, the 4" �riroeter ed e zone 8 1109 529 1457 630 t?QM Manufacturers SpeCifiC0.tion5, g p �� g 32 Ceiling B 16 - All electric work shall coroforM to latest revision Roof Live Load 20 psf Ground Snaw Lond 50 psf attnchMent requirer�ent shall be used, LO 1386 661 1821 787 of the National ElectriC COde. Table 3,6A Ridge Tension Strap Connection RequireMents for Exposure B 2 - Tabulated 12' o,c. nnit spncing assur�es sheathlmg nttached to 12 1663 794 2185 944 17 - All ptuMbing work shall coMply with NYS Building Code. Requlred nunber of 16d coronon or 40d box nalls CPrescriptive alternative to Table 3,6) 18 - Kitchen and Bath to have exhaust fan as per NYS per heel ,Jolnt connectiant,z,s,4,5,6 rafter/truss frar�ing Mer�bers with G nore than or equal to 0.49, For 14 1941 926 2549 1102 BUilding Code, Dend Load Assunptions� Roof Assenbly DL = LOpsf framing Members with 0.42 less than or equal G mnd less than or equal to 16 2218 1058 2913 1259 19 -DoMestic hOt waterpipes and heating t0 be inSUlUted. Rafter Slope Rafter Spacing 12 24 36 12 24 36 'a 20 - Provide CloCk type daytirte therMost0.t, Cin.) Three Second Gust 110 120 0.49, the nall spacing shnll be reduced to 6' o.c. � 21 - Doors and windows to be insulated glass. 12 4 7 l0 6 11 17 Wind Speed CMph) � 22 - Entrance doors to conforM to NYS Energy Code, 3 - Tabulated 6' o,c. nnil spacing assuroes shenthin� attached to � 3�12 �5 5 9 13 8 15 22 23 - Provide sMoke detectors as per NYS Building Code. Roaf Pitch Roof Span Nunber of 8d cor�Mon or IOd box nnils rnfter/truss franin nenbers wlth G nare than or e ual to 0,49, For Table 3�8 Window SI« Plate 19.2 6 11 16 9 18 27 9 q 24 -Provide 2-2x12 headers over any window or door 24 7 13 19 11 z2 33 Cft) in ench end af 1 - 1/4' strnp Connection Re uirer�ents �OY' p 9 franing r�enbers with 0.42 less than ar equal G mnd less than or equal to q o 2nin 5 un1255 otheY'wise noted, 12 3 5 8 5 9 13 1z z z Wind Exposure B , 25 - All headers 6' or larger r�ust have double support 16 2 3 0,49, the nail spacing shall be reduced to 4' o.c. studs. 4�12 16 4 7 10 6 11 17 20 3 � Tlree Second Gust t10 120 26 - Openings for eMergency use shall include doors ar 19.2 4 8 12 7 14 20 4 - Tabulated 4' o.c. nall spncing nssunes sheathin� nttnched to Wind S p ' p p p 3+1z 24 3 � peed cn h) o erable arts of windows located as to rovide 24 5 10 15 9 17 25 28 � 5 rnfter/truss franing r�eMbers ■Ith G less than mr equal to 0.49. For Floor Joist unobstructed egress to legal open spaces. Such openings Window Sill Span Requlred lateral capacity of 12 3 4 6 4 7 10 32 � 5 franing nenbers with 0.42 nore than ar equnl G and less than or equal to (ft.) connectlon at euch end of Shall no# Irtpede egress in an eMergenCy, Sh0.11 have o. 5�12 16 3 6 8 5 9 14 36 5 6 i z �• MiniMUM area of 5.7 square feet, with a MiniMUM opening wlndow slll pinte (lbs.) ' • , 19,2 4 7 10 6 11 16 0.49, the nail spacing shall be reduced ta 3' o,c. . height of 24' and a MInIMUM opening width of 20 . BottoM 24 4 8 12 7 14 20 12 Z � 2 132 157 � of opening no higher than 3'6' above finished floar in 16 � Z 5 - Tabulnted nalt spncings assune a building lacat�d In Exposure B � 12 3 3 5 3 5 8 2� Z 3 4 265 315 �{-� all above grade stories. 7�12 16 3 4 6 4 7 10 4;12 24 3 3 (� 27 - Engineer is not engaged for supervision in any 19,2 3 S 7 4 8 12 28 3 1 6 397 472 capacity unless otherwise noted. 24 3 6 9 5 lo is 32 4 � 8 529 630 28 - All glass within 18' of finished floor shall be safety 12 3 3 4 3 4 6 36 { 5 glass, 10 661 787 9�12 16 3 3 5 3 5 8 12 l 2 19.Z 3 4 6 3 6 9 16 � z 12 794 944 24 3 5 7 4 8 11 20 2 2 14 926 1102 Additional Notes� lZ 3 3 3 3 3 5 5�12 24 2 3 16 1058 1259 Floor Joi t IC�' Proteetion - The roof Of t�'115 12�12 16 3 3 4 3 4 6 32 3 1 1 - Tabulated uplift und lnteral cannectlon requirenents shall be pernitted Drawn by Kyle Ruhs structure S�'1Q�� have QYl ICE' barrier that 19,2 3 3 4 3 5 7 36 3 � Table 3,11 Wall Sheathin and Claddlin AttachMent Re uirer�ents fOY' Wind to be r�ultipUed b 0.92 far franin nat located wihin 8' of bulldin corners Kyru Design 728-53z7 24 3 4 5 3 6 9 9 9 q Y 9 9 consists of a self-adherin ol Mer 12 � 2 Scale 1/4" = 1'0" g P y 1 - Nailing reqireroents shall be pernitted to be reduced 25% if the nails are 2 - Tnbulated nail spacings assur�e a bullding located in Exposure B modified bitur�en sheet in lieu of normal dinched, 16 z z Loads - Exposure B zo i e underlayr�ent QY1C� extend fror� the eave's 2 - Heel joint connections are not required when the ridge is supported by 6�12 24 Z 3 � rn��se�a�d�,St uo i�o � 1�-� a a laad bearing wall, header or ridge bean designed ta resist the applled loads. 28 z 3 ,� ��4t' e d g e t O a p o i n t Q t �2 Q S t 2 4 i n s i d e t h e 3 - Vhen interroediate support of the raf ter Is provided by vertical struts 32 3 3 Wind Speed (r�ph) �� '�� R 2 X t 2 Y'I C�Y' W Q�� l i n e O� t h e b u i l d i n g� or purUns to a load bearing Wall, the tabulated heel �oint connectian 36 3 1 Structural Sheathing E F E F `� Q :�'�� ' �c ,�"�r� requlrenents shall be pernitted to be reduced proportionally to the reductlon a�n ,��'s. � �� ' Smoke Detectors S�'1Q« be installed IYl the In span, 12 � � Shenthing Lacatianl Stud Spacing ��' � �y�� 4 - E uivalent connections are re ulred for ceilin oist to ceilin oist 16 Z z 9�" '� � following �OCQtIOYIS 4 q 9 � 9 � (Indudes a,cJ E�i;��:��+ 1 - In each slee IYl Y'OOC"1 �aP spUces. 20 Z 2 r �� r P 9 5 - Tabulated heel ,Joint connectian requlrenents do not Indude the additional 7:12 - 12�12 24 Z 2 [nteriar Zane 12 6 12 6 12 t'-.`' �; .� Clir�atic and Geographic Design Criteria � 2 - ❑utside Of each separate sleeping weight of the celling assenbly, 28 Z 3 16 6 12 6 12 -T- f i�.+ 6 - Tabulated heel olnt connection re uirenents assune celUn oists 3 2 3 3 R a f t e r/C e i l i n J O I S t �� I � P l a t e L a t e r a l area IYl the imr�ediate VICIYIIt Of the � Q 9 � Ground snow load 45 pounds 9 P � °= : � ` y or rafter tles are located at the bottan of the attic space. When ceiUng 36 3 3 24 6 12 6 12 �,�.��=3 �;�,�° bedroor�s, W in d �20 �, h and Shear Connection Re uirer�ents � Joists or rnfter tles are located higher in the attic space, no attic stara ge P e r i ro e t e r E d g e Z o n e 1 2 6 1 2 6 1 2 P � � wa�„� 3 - �n e a c h a d d i t i o n a l s t o r y O f t h e is assuned and the tabulated heel Jaint connectlon requirenents shall be l - Tnbulated connection requirenents shnll be perroitted to be r�ultipUed by 1 6 6 1 2 6 1 2 Selsnic design category B <P r e s e r i p t i v e A l t e r n a t i v e t� T a b l e ��3� �``� �s�"� increased by the following factors� dwelling� 0.70 for fraroing not lacated within 8' of building corners. 24 6 12 6 12t Weathering Severe Celling Height/Roof Ridge Heel Joint Connectian 2 - Tabulated ridge connectlon laads assune a bullding located In Expasure H. Frost line depth 3 feet T a b l e 3�3 A Carbon Monoxide S�'1Q« be installed OYl Q�� Height (Hc/Hr) AdJustnent Factors 3 - Tabulated connection requirer�ents are based on total uplift roinus 0,6 Conversion ❑f Existing levels where slee in uarters are Terrolte Moderate to heavy p g q 1/2 2 of the roof asserobty dead load (0.6 x l0 psf). Fastest Mile Wind Speed Crtph) Attached Breezeway located QYiC� IYl accordance WItE'1 Article 1� Board Sheathing or Lap Siding Decny SUght to noderate li3 l,s And Garage Into Living O f t h e S u f f o l k C O U Yl't S a n i t a r C o d e Q Yl C� 1/4 1,33 4 - Tabulated connection requirements are based on a 12' ridge strap spacing Winter design tenperature 11 B y y for different rid e stra s acin nulti l the tabulated values b the Sheathing Size Rafter/Truss Spacing Minir�u� nurober of 8d con�on nails or IOd box Spaee the Carbon Monoxide Alarr� Standards� 1/6 1,25 9 P P 9� py Y <Inches o.c.) nails per support Ice shield underinyroent requlrenent No following nultipller - 16' o.c. 1.333, 19.2' o.c. 1.60 Fload hazard Not In Flood Zone 110 120 Additional Notes� 1/10 1,11 lx6 or Ix8 sheathin 12 - 24 2 2 5 - When tabulated nunber of nalls required In each end of the strap is K i r w a n /H o l l o w a y Light, Ventilation QY1C� Heating Note� Lateral deflectian af the rnfter belor the rafter tles nay exceed 1x10 or lar er sheathin 12 - 24 3 3 NuMber Of 8d COMMan nail5 2130 P�UM Island Lane equal to 1 and the franing Is attached In nccordance with tnble 3.1, the rldge A« habitable Y'OOf'15 S�'1Q« be rovided 3/4' when rafter ties are located above 1/3 of the ridge height, Hr, or when Rafter/Ceiling Wall Height Ctoenails) required in eaCh rafte P Hc Is grevter than 2' and nay requlre additional consideration, strap and additionnl nniUng Is not requlred. E - nall spacing at panel edges (In,) Joist S o.Cin ❑rient NY MiniMut� Uniforro Design Loads P 9 in feet and/or ceiling joist to top WItE'1 Q Y'2 Qt2 �QZIYI area Of YIOt in inches late connection 99 9 9 9 6 - When a collar tle is used In lleu of n ridge strap, the nunber of lOd F - Nail spncing nt Internedinte supports In the panel fleld (in.) P less than 8% of the floor area of Drawing Titles connon nails requlred In each end af the collar tie need not exceed the l - For Nnll sheathing wlthin 4' of the corners, the 4' peririeter edge Live londs� such rooms. The Minimum openable 8 l0 3 3 a r e a t O t h e O U t(�O O Y'S S�'1 Q« b e �}� tabulated nur�ber of 8d conr�on nalls in a steeel strnp, or the nur�ber af 12d zone attachnent requirenent shall be used. 12 N Y S W i n d C o d e Hr Roons ather than sleeping 40 psf Cor� liance box nnils In each end of the collar tie need nat exceed the tabulnted nuMber 2 - Tabulated 12' o.c. nall spacing assunes sheathing attached to p of the floor area being ventilated, T T Sleeping roons ao 16 8 3 3 of lOd box nalts in a steel strap. stud franing nerobers with G nore than or equal to 0.49. Far Decks 40 10 3 4 See each roor� in lans for cor� liance � construction P P Hc 7 - 1 - 1/4' 20 gage ridge strap shall be of ASTM A653 grnde 33 steel or Franing nerobers with 0,42 less than ar equal G and less than or equnl Attics Mith storage 20 equivalent to 0.49, the nall spacing shall be reduced to 6' o.c, 8 4 5 � perr�it 24 10 5 5 do nat scale this print, use Dead loads� (actual welght of naterials) 3 - For exterior pnnel siding, galvunlzed box nalls shall be pernitted ta figured dir�ensions only� Floor construction 10,7 psf lOd box nails shealt be perMitted to be substituted for 8d cor�r�an nails be substltuted for conroon nnils. A - 5 watl construct�an 9.6 When ceiling joists are installed parallel to the rafters, the suM of the sheet nur�ber 4 - Tabulated nail spacings assune a bultding tocated in Exposure B. toenails In the rafter and ceiling joist shalt equal or exceed the tabulated Roaf constructlan 11.3 nuMber of nails required. To avoid sptitting no More than 2 toenails shatl be installed ln each side of file nur�ber JHNC4508 Snow load 45 psf a rafter or ceiling joist when fastened to a 2x4 top plate or 3 toenails Date 04/05/2008 in each side when fastened to a 2x6 top plate. 15 5 30 £1�60 - 800Z/�Z/5 - 5 �Jb'd �ad Z�I�aNlB - � - �