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HomeMy WebLinkAbout40594-Z �O�QSUEFOI� Town of Southold 8/31/2024 a y� P.O.Box 1179 N z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45499 Date: 8/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 820 Old Salt Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/29/2016 pursuant to which Building Permit No. 40594 dated 4/5/2016 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including enclosed breezeway with covered entry attachingexisting xisting dwelling with existing accessory garage and living space above garage(home theater)as applied for per ZBA#6932 dated 3/17/2016. The certificate is issued to Cohen,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40594 11/17/2016 PLUMBERS CERTIFICATION DATED 10/5/2016 (-.Brad Ncuch Auth riz d ig ature �guFFocx TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40594 Date: 4/5/2016 Permission is hereby granted to: Cohen, Mark 205 E 63rd St Apt 11 EF New York, NY 10065 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA and Trustee approvals. At premises located at: 820 Old Salt Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 144.-5-15 \ Pursuant to application dated 3/29/2016 and approved by the Building Inspector. To expire on 10/5/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $365.20 CO -ADDITION TO DWELLING $50.00 Total: $415.20 —..B i g. Inspector SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(-town.southold.ny.us Southold,NY 11971-0959 C0UN1`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mark Cohen Address: 820 Old Salt Road City: Mattituck St: New York Zip: 11952 Building Permit#: 40594 Section: 144 Block: 5 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electical License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures - 9 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 3 Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: November 17, 2016 f 0-Cert Electrical Compliance Form.xls '\Z� s0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959oi/� , enu n,� o BUILDING DEPARTMENT D TOWN OF SOUTHOLD OCT - 5 2016 BUILDING DEPT. TOWN OF SOUMOLD CERTIFICATION Date: IL^)��IL� Building Permit No. G�Ori qy Owner:— dark cj�II&n (Please print) Plumber: P>eru(1, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers Signature) // t_h Sworn to before me this �P day of 000 x r 20 )(0 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK a NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20/9 Notary Public,��Coun.ty .o vow 'romp "" nos �d�p x� ieWrap +: a 2os S;ZTgOLD to*� fa 1 01 k �. f j 1, �. �. _ � � . � � � `~ i; � � � � � a � � \ � � +. s �.. A V � \\�, x �' � , \ F 1 1 { 4 1r � � � I ` \ t '� �,. � � i. a � 9 � �� � s' � � �, �, � ,, ;�r :4: � i- 9 � � � � � ) 7 � , � .� ` a , �V. � _ - 1 1 t V / � �. t � � �� � /\x\ 1 A i � � \`f N � t � � �' �. `` n� 4 � ,i f ,� � w ■. � .L ` � 1� � D r,•��,'� r '11,� *,�� � ' — b5a . � � � �,, I J , _ T roll - 40AT u WdML i Ar 1 -s ,f;_ z _ �T ,. ` 7 ' -- - -- --- --- --__-- ----- • r - � f r � Ada AIN KIN r ut MAMMA ,o • w u r TOWN OF SOUTHOLD RDIECEOVE I DING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? Y S� TOWN HALL 2 9- 2016 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMNOO 'SOUTHOLD ' Check Septic Form D.E.C. Trustees Trustees LJ I C.O.Application Flood Permit Examined ! ,20—/—� � DEC — 1 2015 Single&Separate Storm-Water Assessment Form 91DG DFPi Contact: rr�i," (lf cn� iu��� Approved 20 Mail to:T oan Disapproved a/c C Phone:�n Expiration ,20 _ /Jo t�InVector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced•within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sig ure of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises A R (2_101 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. i i l. Location of land on which proposed work will be done: House Number Street .Hamlet County Tax Map No. 1000 Section f A—+ : Bl`oClt`'! `"!"&_s- Lot i Subdivision � Fi!ledNp+Nod Lot 2. State existing use and occupancy of premises and interideduse aip�bccupar� y of proposed construction: a. Existing use and occupancy Fjbm 1 4 R&S IQ—RAJ 11 1� b. Intended use and occupanc 0-6 YV Al 0� ttokff 3. Nature of work(check which applicable): New Building Y Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units { Number of dwelling units on each floor If garage, number of cars A/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. K A e 7. Dimensions of existing structures, if any: Front �0•J Rear � j •� Depth s6 Height(Q d Number of Stories t 1, Dimensions of same structure with alterations or additions: Front (p 6 Rear �� S Depth a Height ` 4 f—0 Number of Stories2� _.:r c : •3 '::-J a it � �I�;� ��Y I I 3 I 8. Dimensions of entire new construction: Front �_ _ Rear Depth Depth /�"`� —� Height Number of Stories l 9. Size of lot: Front j-7 1 6 a Rear r '� , Depth p "� '-TO �� Cu EP24 L e,Iz i "G-u 1_, $ s <� 10. Date of Purchase Name of Former Owner —(Tud-Aj M0 2 S 11. Zone or use district in which premises are situated K 12. Does proposed construction violate any zoning law, ordinance or regulation? YES .V/ NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 14. Names of Owner of premises (VftI- 0,0O�' Address ko- MA-u-- Phone No. 516_ Z3(0 89c Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIIVIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ON �—`'7-���p l C(�0 f✓ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Uf being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing contract)above named, (S)He is the (Contracto Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of L-)EPtQ)�)C r 201.5 TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Notary Public NO.01DW63 SifA Applicant i�UAL•IFIED IN SUFFOLK COUNTY gn u o PP COMMISSION EXPIRES JUNE 30,2.de �•�+`�� � Town Hall Annex John M.Bredemeyer III,President 54375 Route 25 Michael J.Domino,Vice-President ' ... ,� ,,.'=`,�... �-,--;�,�.• ���, P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Charles J.Sanders � �® g, � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8744A Date of Receipt of Application: February 19, 2016 Applicant: Mark Cohen SCTM#: 1000-144-5-15 Project Location: 820 Old Salt Road, Mattituck Date of Resolution/issuance: March 23, 2016 Date of Expiration: March 23, 2018 Reviewed by: Glenn Goldsmith, Trustee Project Description: To construct an enclosed breezeway in between the existing dwelling and garage. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by John C. Ehlers., last dated January 14, 2016, and stamped approved on March 23, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees Ala so��y Michael J.Domino,President ��� Ol0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York.11971 GIenn Goldsmith �� ® �� Telephone(631) 765-1892 A.Nicholas Krupski ��00UNT1 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1314C Date: February 28, 2017 THIS CERTIFIES that the construction of an enclosed breezeway in between-the existing dwelling and garage; At 820 Old Salt Road,Mattituck Suffolk County Tax Map#1000-144-5-15 Conforms to the application for a Trustees'Permit heretofore filed in this office Dated February 19, 2016 pursuant to which Trustees Administrative Permit#8744A Dated March 23,2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an enclosed breezeway in between the existing dwelling and garage. The certificate is issued to MARK COHEN owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19, 2016 TO: Joan Chambers (Cohen) PO Box 49 Southold,NY 11971 Please take notice that your application dated December 1, 2015: For permit to construct an addition attaching an existing single-family dwelling to an existing accessory garage Location of property: 820 Old Salt Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 5 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed addition on this nonconforming 20,286 square foot lot (17,134 sq.ft. buildable land the Residential R-40 District is not permitted pursuant to Article XXIII, Section 280-124, Nonconforming Lots, which states; lots measuring 20,000-39,999 square feet in total size,require a minimum front yard setback of 40 feet, and a minimum side setback of 15 feet. The proposed construction has a front yard setback of 35 feet and a minimum side yard setback of 4.7 feet. Author' ed Sig ture Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 19, 2016 AMENDED: January 21, 2016 TO: Joan Chambers (Cohen) PO Box 49 Southold,NY 11971 Please take notice that your application dated December 1, 2015: For permit to construct an addition attaching an existing single-family dwelling to an existing accessory garage Location of property: 820 Old Salt Road, Mattituck,NY County Tax Map No. 1000—Section 144 Block 5 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed addition on this nonconforming 20,286 square foot lot (17,134 sq.ft. buildable land)in the Residential R-40 District is not permitted pursuant to Article XXIII, Section 280-124, Nonconforming Lots, which states; lots measuring 20,000-39,999 square feet in total size require a minimum side setback of 15 feet. The proposed construction has a minimum side yard setback of 4.7 feet. Amended as per Zoning Board of Appeals Memo slated January 20, 2016. Authoriz Si ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. BOARD MEMBERS a so Southold Town Hall Leslie Kanes Weisman,Chairperson �� yQ 53095 Main Road•P.O.Box 1179 �O l4 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �'� �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOUNTV,N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ' TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631) 765-9064 MEMO Date: January 20, 2016 To: Mike Verity, Chief Building Inspector From: Leslie Kanes Weisman, Chairperson, ZBA RE: Notice of Disapproval for 820 Old Salt Rd., Mattituck I have reviewed the attached application noted above as per your request. In a previous decision by the ZBA in 2005, the Board of Appeals granted relief for an accessory garage on the subject property for a nonconforming 35 foot front yard setback, and a 4.7 ft. side yard setback where the code required 5 feet, (ZBA file# 5726). The proposed addition, attaching the`subject accessory garage to the dwelling, will not change the front yard setback, and in my opinion does not require additional relief from the code. However,the side yard requirements have changed since the garage will now be attached to the dwelling and therefore will not meet the code required side yard setback for principal structures. BOARD MEMBERS \\OF SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson � yp 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �0 �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider Irou I,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS V TOWN OF SOUTHOLD D D Tel.(631)765-1809-Fax(631)765-9064 MAR 2220% FINDINGS,DELIBERATIONS AND DETERMINATION B-JILDING DEPT. MEETING OF MARCH 17,2016 .f ;I r�OF,SOUTHOLD ZBA FILE# 6932 NAME OF APPLICANT: Mark Cohen SCTM# 1000-144-5-15 PROPERTY LOCATION: 820 Old Salt Road(adj.to James Creek&Great Peconic Bay),Mattituck,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 9, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a non-conforming 20,286 square foot (17,134 Sq. ft. buildable area) waterfront parcel located in an R-40 zone. The parcel is an irregular shape and borders the Great Peconic Bay on the South Side and James Creek on the East side. The parcel runs 208.29 feet along the Great Peconic Bay, 241.05 feet of bulkhead frontage along James creek, 79.81 feet on the North side, 20 feet of frontage on Old Salt Road and 173.99 feet on the West side. There is a beach on the Southeast corner of the parcel. The parcel is improved with a 2-story frame house and a 2-story frame garage. All is shown on a survey by John C. Ehlers,LLS dated April 3,2014 and last updated January 14,2016. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's January 21, 2016 Notice of Disapproval based on an application for building permit to construct an addition attaching an existing accessory garage to existing single family dwelling, at 1)less than the minimum code required side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations connecting an existing accessory garage to the dwelling and converting the existing second floor of the garage to habitable space; these changes will result in a side-yard setback of 4.7 feet for the dwelling where code requires 15 feet. ADDITIONAL INFORMATION: The property was granted variance relief under #5726 in October 2005 to construct additions and alterations to the dwelling and to construct an accessory garage with a side yard setback of 4.7 feet in the current location Page 2 of 3—March 17,2016 ZBA#6932—Cohen SCTM#1000-144-5-15 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3,2015 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town,Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family waterfront homes. The garage and the house have existed since prior to zoning without adverse impacts. Building a breezeway to connect the house to the garage will not change the existing footprints or the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The garage location and side yard setback was legalized by benefit of variance relief in its current location. Attaching the accessory garage to the dwelling will make it part of the dwelling which requires a larger side yard setback than an accessory structure,thus requiring a new variance. 3. Town Law V67-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 71%relief from the code.However,the accessory garage was constructed with the benefit of prior variance relief. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The,difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a larger dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT the variance as applied for., and shown on the drawings by Joan Chambers as pages A101, 201, 301 and stamped by James J. Deerkoski P.E. and the survey by John C. Ehlers LLS dated April 3, 2014 and last updated January 14, 2016. Subject to the following condition; CONDITIONS: 1)The entire property shall be reviewed by the Town Engineer in order to comply with chapter 236. That the above conditions be written into the Bui in nsp s er a rcate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future Page 3 of 3—March 17,2016 ZBA#6932—Cohen SCTM#1000-144-5-15 use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter.280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer, Schneider. This Resolution was duly adopted(5-0). Leslie Kanes Weisman Chairperson Approved for filing :� /q? /2016 5URVEY OF LOT 4 MAC' Or— 5AL.T LAKE VI LLAC7E tL FILL MAY to, I440 FILE Flo. 1510 5 t.of W E AND DESCRIBED PROI�RTY t 51TUATE: MAT MILK t 78 S TOWN: SOUT1401-D SUFFOLK COMM NY SURVEYED 04-CO-2014 i "lee SUFFOLK GOUN'IY TAX# 1000-144-5-15 Olds MARKBARRYQOM 1'WELx YNAAIMONALTMIMBOURANIMCONFANY • �r � + � s ��°V��" - , )F+IIt�R)E�LiCBANK AOKf 1 t 11 r� W ° 2 5TOR1�' 1 at[ o a FRAME H0115E 5 ? NI ®01 aCK ald P40 Re►+wv am • � *• � _... -• �.• tMr.'YNMweMr�f�.Ya Y�Mgy . 11���"� .. r � ��• M�I�M M/.�lS�f6Y1W.� ow�.l.rryrsrMw NMp.1YMY�Yt.�7•./NN w * wo ww. w~�w'•7 N01J5E A1dD 6AR,AGE ARE 1N FEMA F1.0017 ZONE X AS SHOM ON FIRM NANBER 56105C.04&2H AREA _ 20,266 of°r 0.4'" JOHN C. EHLERS LAND SURVEYOR GRAPHIC SCALE 6 BAST MAIN STREET N.Y.S.LiG NO.302U2 ItIY>E�AD,N.Y.11901 3694MPax 369 MV RBI.-C1 bMVobftWfqpboad03103W-•217 apdfa 44-01 2Ui4-pro 5UR\v/EY OF LOT 4 N MAP OF 5ALT LAKE V I LLA(5E PILED MAY 10, M40 PILE No. 1310 W E AND DESCRI� BED PROPERTY �- 51TUATE: MATTITUCK S TOWN: 5OUTHOLD 5UFPOLK COUNTY, NY sr°ad-°°"f- SURVEYED 04-03-2014 PROPOSED ADDITION 0I-14-2016 e SUFFOLK COUNTY TAX # S 1000-144-5-15 old Sit RO 6A, k�°- C RTC TO: p° eme� pt .O �� MARK IBARRY C®IM N 8o RDSH.IT3C NA F�►L UCC6 COIadIPAIYY ro �-1 sar 1 9 \\ � / BRICK � i � — — q1e PROPOEeD - ---------- z�p,,. �� .ADDITION DISAPPROVAL _70711F -1 &W $ 2 STORY i s O�RYot aHo OLIT 0 '' FRAME HOUSE { DECK K) I D, � IA, 3 5' :4 HOOD o. DECK '243 2nd FLOOR OVER OPEN WOOD DECK LOT GOVERA6E GALGS. t it EXISTING HOUSE 1,515 5.P. �L -- EXI5TIN6 COVERED PORCH 451 S.P. EXI5TIN6 DEGK 1-78 S.F. TOTAL EXISTING GOVERA6E 2,12-7 S.P. OR 12.4 Ro _,� � �• . '' ^�� -�-- PROPOSED ADDITION 515 S.P. �, -' pia nna QUOea EXI STI N6 AND PROPOSED GOVERA6 � E 2 442 S.P. O 14.3�0 7 `?��+ " a ha�ee al e a ar a.,,t tla tl a ey � �`�— �ioation of,e�'oti a i�o�a,,wa vor�a�oe!ne New York Stote B—t-E—. i--� 'Only copies from the orl Iwi oP ihb wrvey ��—i—' makeo wrtn on argnal of�ne law eim,eyore atampoe anal anon be aoreiaeree to be wile o-oe cop NOTES: / A '•cBeeryt.�tmana u-eca aiwroicea mte amoa = ttwt woa MONUMENT POUND ntnq�aee I PrnYNce For Law 5weya amptee qJ tho New Yolk State Aaaoct0lfOn aF Pro{oealaal ■ Law Srvey e.Sa(e eeriiHcatfary shall rvn only to the person for wha I the esrvey Is pr req his Cetul{to!k!ills compomy Lai ageroy MO lenaug instRutlon listed hereon,me HOUSE AND GARAGE ARE IN FEMA FLOOD ZONE X he aa,�sea aF the lew g lreNtu ton certaka L ans ore rot!usieraba b otltlitt-t Netn0— AS SHOWN ON FIRM NUMBER 36103G0482H JOIN C. FREERS LAND SURVEYOR AREA = 20,256 of or a� s AREA MI NU5 IIBEAGH I�f,134 5.F. 6 EAST MAIN STREET N.Y.S.UC.NO.50202 6RAPHIG SGALE 1"= 50' RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 61 REF.—C:1UsmVohnUkopbox\03\03\03-217 update 04-01 2014.pro SURVEY OF LOT 4 N MAP OF 5ALT LAKE V I LLA&E FILED MAY 10, Ic140 FILE No. 1310 w E AND DESCRIBED PROPERTY ¢- 51TUATE: MATTITUCK 1 ��• = TOWN: 5OUTHOLD tglg°w Dom 5UFFOLK COUNTY, NY `i SURVEYED 04-03-2014 PROPOSED ADDITION 01-14-2016 o �� i gfJj SUFFOLK COUNTY TAX # 1000-144-5-15 old oad 89 0CER7EPM To ., it p .0 o � \ t �g yp��r MARK Ep��pil�kY�C��Og%���FI���p�yp��®� N lI'JDELIJL i NATIONAL H=DZUR ANCE,�.GJINBIC�'�lV 1 a SO IFOW�BUC RAPT) <A to m �I 6 Ch 4 \ q 1 k 0 Q — PRO�P05ED n`td ry�41i q�0 (tte�� ADDITIONi r A W N 2 STORY 12'rID at— Bldg Dept copy from ZBA }{OBE STORY w�o °" �- Final revie, d,documents SIIov �' i °ram„ ` >o � �' Zsa Fi► (opt 3 2' ® N► t `� Date: / / Hoop 1 1 O, MCI< OPEN HOOD DECK LOT GOVERAGE GALLS. it EXISTING HOUSE 1,518 S.F. k ►� ; r e EXISTING COVERED PORCH 431 S.F. EXI5TIN6 DECK 175 S.F. TOTAL EXI5TING GOVERAGE 2,127 S.F. OR 12.4 90 y�o_ �'�(p q�,//jt�• � 'Jl �� PROPOSED ADDITION 315 5.F. ' or to o ar EXISTING AND PROPOSED COVERAGE 2,442 S.F. OR 14.33b •".00tt—r.d.2-dmn ooda—� ���� _ � „ �.e� Nen ToN 5t0te Edcdt tm.' �Ortly apbe lroril Ino mIg4N 0!lim 9NVQy �'fJ ____r-_i—� kea�wln wtga•.m d Fns iw eurveya•a .to,.med eed srolln w ccrntdored tore voim trve NOTES: ®�! L �� •e�rtaiedian tnwcdea t,ereen�ypiy end tns 1 4f!_ y,,,cy.gym c�'�N acuamca kan!k e.- 1 �� btny Code o!R-zllcs for LaM 3ev.^y3 mepteG y,� by t!m Nor+TOrk Stoto Aosoctcibn d Prdo5aWn1 ■ MONUMENT FOUND r to the pe oa for.nan tM euYry b p ey eq a.,d on nb nenml to mo taio gove�msr. ed any end,tenyng untautiac�te.Ferz ood HOUSE AND GARAGE ARE IN FEMA FLOOD ZONE X t��rot tr�,ter�e�odaz�teuwttorc, AS SHOWN ON FIRM NUMBER 56105GO462H AREA = 20286 sf or 0.47 acres JOIN C. EHLERS LAND SURVEYOR AREA MI NUS "BEACH" 17,134 S.F. 6 EAST MAIN STREET N.Y.S.UC.NO.50202 GRAPHIC SGALE I"= 50' RIVERHE AD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:XUomUobnU)ropboxWWX03-217 update 04-01-2014.gm i t i SURVEY OF LOT 4 N MAP OF SALT LAKE VILLAGE 1 FILED MAY 10, 1a40 FILE No. 1510 Lot s W E AND DESCRIBED PROPERTY 51TUATE-:' MATTITUCK i 79�Y TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY SURVEYED 04-03-2014 ' o 9 PROPOSED ADDITION 01-14-2016 fl 'w� SUFFOLK COUNTY TAX # 1000-144-5-15 CERTMED TO: Old S7 ,p k, P � o -b.o hdARKlf$AlRRY COHEN N FM E=NATIONAL T=INSURANCE CONIPANyY EMW RMIUBLIC BANK 24� + t APPROVED BY \- i BRICK F- F BOARD OF TRUSTEESOWN ®F ��6�� ADDIrIaN9 ' cl Ry to � a o ` • ..'"�.....' —;;-------•—.._..... (� O �7 I OUT O �? H FRAME OU5E I aJTO��tNc9 �L1 Q aeach .. .. t p, �h• DGEf.K 91, 2nd FLOOR OVER J OPEN NIODD DECK It 3g, /Rl1� 82.V t LOT COVERAGE GALGS. EXISTING HOUSE 1,515 5.F. ;r l r a CID EXI5TIN6 COVERED PORCH 451 S.F. EXISTING DECK TOTAL EXISTING COVERAGE 2,127 S.F. OR 12.4 96 ¢�" yTONej 502fl . tKhe�• �J''' S �r PROPOSED ADDITION 315 S.F. r ;,,, ��� � •. ��e.u� `� LAND EXISTING AND PROP05ED GOVERA6E 2,442 S.F. pR 14.595 5 ,�dtaow a adaTcn a> glakron of Yoctbn 720q,t.1-E—�•L .' teew Ycrr State E4watbn Lmr.' 'Lli1y Gap1e0 Tram lNe uia'VWI a thq dwvay i--+-^-�•J Ri?ked nIM On afkJNol d Che bM eweyoek NOTES: otmpaa Deaf Ao0 asmroa to be vaw live 'GertyiccdWla hQioatoaferom siyur Mal Mb ® y nas prepeead h oeeeraareo 1�ttro ex- Ist.g Loan al Pfoalke Far Lord Survey oaoptetl ty tho tae«York State Praciatbn a Rro/abforia ■ MONUMENT FOUND Lana`"T"�e•5arq ea-tulr�ta�span run as tm agercy and ta�n3 nstim n9tee xeraon and HOUSE AND GARAGE ARE IN FEMA FLOOD ZONE X creekrees a tha tenahg uetnuewn Gertifi— trans are rot trorefencote to oemttorot katnullax AS SHOWN ON FIRM NUMBER 3b10300482H AREA = 201 sf or 0.4-7 acres JOHN C. EHLERS LAND SURVEYOR AREA MINUS "BEACH" 17,134 S.F. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GizAP14IG 5GALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\UsersVohnMDropbox103103\03 217 update 04-01 2014.pro Sat I SURVEY OF LOT '4 N MAP OF SALT LAKE YI LLA(5E f DEC 17 2015 PILED MAY 10, Ig4O FILE No. 1310 - - ---------- Lot � � W E AND DESCRIBED PROPERTY BLDG.t)PPT. ¢�s i0VA soi� f-c 51TUATE: MATTITUCK 79�1• S TOWN: 5OUTHOLD 5 JFFOLK COUNTY, NY SURVEYED 04-03-2014 qn@ SUFFOLK GOUNTY TAX # 1000-144-5-15 p1d S tQR° o C��TO: oveme" MARK BARRY COEM p At „ MELITY NA77ONAL MTLIE DMUJRANCE COWANY So FSSTRMYUBLUCCBANK cl If QQ � al e� f$ o5m ,vW / /� (tie line BREEZEWAY i /ry��' W $ 2 STORY OUT o :a FRAME HOUSE ,5TORYw_ a a$ $each "NDE SHOWER® N� o ®1A 33 ` o. DECK - 1249t and FLOOR OVER OPEN WOOD DECK ,` �33� , e VA/�'1• LOT GOVERAGE GALG5. it EXISTING HOUSE 58-1 S.F. EXI5TINCv COVERED PORGH 451 S.F. EXISTING DEGK 1-75 S.F. .. � ice•. TOTAL EXISTING GOVERAGE I,Igb 5,F.5.g gb yT� �l�ecaiia. ' ''Q'�• ion PROPOSED BREEZEWAY 315 S.P. �• �``�' '• (k18'l>ne a EXISTING, AND PROPOSED GOVERAGE 1,511 S.F. OR 7.4 90 yrr � uwutn r ea a to a iaa aeatm to a a� __------- neap beoHig a rkereea K,na avveyse seat o ,oration of section'laov,�b-tlivb;an],d lha tV:H YUK State Eaicotion Lm,•° �°`""—� "Gt1hJ coplee IrGYIt the CflgVol of thU wrvay ,�---F�i marked nrth m crYgNa 01 the rma eurveyor'9 NOTES: .tampee aeai.nau snake ee ee vans t e copies° •CartBkatiom twig n occ«e�e��l�h tr�iet a is ■ MONUMENT FOUND ®rl`� b�a9�Kayeeoptea tlm Men York State Assoclatton of Pr lesslanl —J �/ aria on beMil for Wwn e t .th aur..ay fs prcp he tit 0�t II ran Dory to tM person mar�em, �,trtunon. HOUSE AND GARAGE ARE I N PEMA FLOOD ZONE X aqe y end g nat6u�a rt 1 to the e,;y.ee�or the ienarrg i eertareo- �T llwe we eat Lroroleranre to aeailbrwl vat;lvt'mro AS SHOWN ON FIRM NUMBER 36103G0482H J®iZl�l C. EHLERS LAND SURVEYOR AREA = 20,286 5f or 0.4-1 acres 6 EAST MAIN STREIET N.Y.S.LIC.NO.50202 GRAPHIG SGALE 1"= 50' RIVERHEAD,N.Y. 11901 369--8288 Fax 3694287 MW.-C:1USMVOIMW opbox1031O3\03-217 Wdate 04-01-2014.pra s - 79 ,B1 °(3590o CA Food O O nnd 5 O 8.9' o� P°\Ieroen 6.0 -6.0 6G � 3 SQ iC o 6y9E s 5 °"'- otQ 00 J 40 6 . 6 0 g49 11/0 se �°"�O e °`Ong s� 17. 0 c� r� � •8 � `Z$• 0 6�i 7�', O 0 10.7 oo = m O Cj t ' °o of J 0� �D- t o % °o N 2 STORY 2ND FRAME HOUSE p�RK ° �o a LI"1 Beach � �9, �� OUT ? SHOWER a J 14.0' 1.9' WOOD 2� DECK 2nd FLOOR :OVER p �allong A.H-W.M1t) 1 24.3 OPEN WOOD. DECK 33� ie i" \1v I� �j 2.6 0�5B204Gy 46 N � '�, \\ D Ib °� -Tzj6t _ Nc SCONE BOFFR opg o 4, t bulkhead) Q 9 .0 O / - U 5� TABLE R301 .2 ( 1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING: SINGLE FAMILY RESIDENCE GENERAL NOTES WIND SUBJECT TO DAMAGE FROM ICE SHIELD TM# 1000- 144-05- 15 1. THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF GROUND SEISMIC UNDER- NEW YORK STATE. W.F.C.M. 2011, NFPA 70 STANDARD "THE NATIONAL ELECTRICAL CODE", THE ZONING CODE OF THE TOWN OF SOUTHOLD. SNOW SPEED DESIGN FROST LINE LAYMENT FLOOD ZONE R-40 .47 ACRES 2. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS LOAD ( MPH ) CATEGORY WEATHERING DEPTH TERMITE DECAY REQUIRED HAZARDS SHALL BE USED FOR LAYING OUT THE WORK. 3. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL 20 PSF 120 B SEVERE 3-0' M - H S-M YES NO EXISTING PROPOSED REQUIRED PREMITS & APPROVALS PRIOR TO STARING ANY WORK. 4. ANY DESCREPANCIES IN THE PLANS, SPECIFICATIONS, NOTES, DETAILS (n OR THE SIZES,SPACING, DIRECTION OF EXISTING FRAMING SHOULD BE UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 1ST FL. 1517 SQ.FT. 317 SQ.FT. BREEZEWAY i LU BROUGHT TO THE ATTENTION 01= THE ARCHITECT BEFORE PROCEEDING LIVE LOAD STRUCTURAL MEMBERS ALLOWABLE DEFLECTION ATTICS WITHOUT STORAGE 10 psf 2ND FL. NA Q co WITH THE WORK. RAFTER FINIS L PE REALER THAN /1 /1 5. DRAWINGS ARE NOT TO BE: SCALED, ONLY FIGURED DIMENSIONS ARE ATTICS WITH LIMITED STORAGE 20 psf WITH NO FINISHED CEILING ATTACHED TO RAFTERS ATTIC NA U o TO BE USED. 6. CONTRACTOR/OWNER TO VERIFY ANY GRADE CHANGES. ALL OTHER STRUCTURAL MEMBERS L/240 Z o CELLAR NA o F DISCREPANCIES WITH THE PLANS MUST BE BROUGHT TO THE ATTENTION --- -__ EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISH 40 ps = G m EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISH 40 psf GARAGE 555 SQ. RENO.@EXIST. 2ND FL. m Q � o w OF THE ARCHITECT PRIOR TO STARTING THE WORK. - - - - GROUND SNOW LOAD - 20 PSF AS PER FIGURE R301.2(5) 2010 RCNYS _ DECK NA Z Q > Q 7. CONTRACTOR/OWNER RESPONSIBLE FOR OBTAINING ALL REQUIRED 3 w ii cwn � z ----------------------- -- ---- --------------- � Q > d w INSPECTIONS. - Of o 0 W Uj Q 8. CONTRACTOR/OWNER IS TO VERIFY WITH THE UTILITY COMPANY THE - - LOCATION OF ANY PIPES, TANKS, OR UTILITIES THAT MAY BE IN _ - .--_ -- CONTRACTOR: WM TOTH CONSTRUCTION CONCEALED SPACES OR UNDERGROUND. IF ANY EXISTS THEY ARE TO BE -- - - 516-807-8118 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK. _ - -- 9. CONTRACTOR/OWNER SHALL MAINTAIN WORKMAN'S COMPENSATION LIL-L - SURVEYOR: JOHN FREERS LAND SURVEYOR Y � INSURANCE AS REQUIRED BY THE TOWN. 10. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS - RIEA T MAIN STREET r _ VERHEAD NY 11901 Y CONTROLLED INSPECTION BY OTHERS - - -- _.. ________._ _. _ _ - 631-369-8288 O im --- __._ 0 DRAFTING/PERMITS: JOAN CHAMBERS Im V QCD PO BOX 49 W a: CV FRAMING __ __ SOUTHOLD NY 1 1971 N � W � 1. JOIST & RAFTER SIZES AND SPACING GIVEN FOR HEM. FIR. # 2 MIN. = 631-294-4241 = Z Z Z c0 VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. 2. G-P LAM LVL 2.OE RIDGE BEAM BY GEORGIA PACIFIC CORP. - OCTOBER 8 2015 W Q 0 CO (DR-E�1(IJAI139-2588) OR EQUAL... SEE DWG'S FOR SIZE AND LOCATION. OCTOBER 25, 2015 FASTENERS: 16d COMMON NAILS & 1/2" BOLTS. HANGERS BY SIMPSON ----- --- - - -- - - - OCTOBER 28, 2015 Q 3. PROVIDE CONTINUOUS 2X6 TREATED SILL PLATE OVER TERMITE NOVEMBER 2, 2015 SHIELD - TIED INTO FOUNDATION WALLS WITH 5/8" DIA. SSTB28 CID GALVANIZED ANCHORS BOLTS W/ 3" S.S. WASHERS @ 68" O.C. ( 12" MAX. FROM ALL CORNERS) WITH 15" EMBEDMENT. GROUT SILL PLATE TO FOUNDATION WALL. ----------- GPEN�ILG.CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE- _ .........--.-.. ~ w 4 z STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE A- 100 NOTES W Z i < A- 101 FLOOR PLANS, FOUNDATION PLAN <°�_' � __fo V 5. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY EXISTING GARAGE EXISTING RESIDENCE t�0 N z U LL° ~m z W ZpQz6i � BREEZEWAY ADDITION A-201 ELEVATIONS CL E:z Q..�°° o W-° tn° PRIOR TO ITS DELIVERY AT THE SITE. 3 0'-Q" 6")4 1L 1 O Q ry A-301 SECTIONS No°O <F-_o V - Lu Q O°�QwF 4 Cl QW��NLjOIp_ W TABLE iMINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) UJFCM 2001 T,45LE R6 02.30) - FASTENER SCHEDULE FOR STRUCTURAL MEM5ER5 o'�-'�'°N THERMAL & MOISTURE PROTECTION LIVE �°zo��oo�Q�o 1. PROVIDE TWO LAYERS OF 15# ASPHALT SATURATED FELT DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF USE LOAD FASTENER a c d FASTENERS T BUILDING PAPER OVER PLYWOOD AT ROOF AND EXTERIOR SHEATHING JOIST TO S UNLESS OTHERWISE NOTED. ILL OR GIRDER, TOE NAIL 4-3d Attics With limited store eg,h �() �ry i I-. �» Fri - Y NO 1 2. PROVIDE WEATHER WATCH & ICE SHIELD MEMBRANE 3'-0" MIN. Attics without storage 10 2-3d - A,�LI N TRAPP I A ALL TO BE I V 1 DeCkSe 40 I"xb" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL Q GAUGE STEEL C7F / ALONG ALL ROOF PERIMETER. 2 STAPLE5, 1 5/4 - < FE I R WI� DOW / DOOR HI: l E '� t�14 ommiff - {.S20 (COM 9WAM 3. PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS Exterior balconies 40 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d - [AFL SiRAPP�NG SHALL BE NSTA!_L�'3 PRIOR TO SHEATH t AT JUNCTION WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR ire esca s 40 ED FOR A� �TRU TI AID/ M j MATERIALS MEET. uardralls and handrailsd 200 50LE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd Ib"o.c. II AT�1.ACf�I~++ . ��1W MOVEIE P�T� TO 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY uardralls In-fill corm onentsf 50i TOP OR SOLE PLATE To STUD, END NAIL 2-I6d - CONSERVATION CONSTRUCTION CODE - LATEST EDITION. Dassenger vehicle 9are esa 5613 STUD TO SOLE PLATE TOE NAIL 3-&d er 2-I6d - VIM OR RPt�S 5. THIS PROJECT" IS DESIGNED ACCORDING TO 2010 BUILDING CODE looms ether than sleeping 4Q N'�ILLNG SCHEDULE W : PA FRAM emmmim WR TO �E �- MB E R,4�B Ts) I OF NEW YORK STATE, 2010 RESIDENTIAL CODE OF NEW YORK STATE DOUBLE STUDS, FACE NAIL 2-Ibd 24"o.c. CRIPME t,'aZ TION R M� AND THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW min rooms DOUBLE TOP PLATES, FACE NAIL lod 24"o.c. ROUGH I � � � � C7PEI aS .._- OR EQUAL OR MAP lee s DErAlt,.. 0 LEFT YORK STATE. tairs 40c SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-I6d_ Ib"o.c. Notation _ DOUBLE TOP PLATES, MINIMUM 4&-INGH OFFSET OF END JOINTS, Rough A C D E E TABLE R3©1..7 ALLOWABLE ©IEFLECsION OF STRUCTURAL MEMBERS FACE NAIL IN LAPPED AREA 8-Ibd - C�p�Il�ri� C�e CONSTRUCTION NOTES BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d - �'�Q`f � c�i 2x4 1 1 � � � ��� ALLOWABLE RIM JOIST TO TOP PLATE, TOE NAIL 8d b"o.e. �- � +e 1. All footings sh^I! rest on undisturbed soil at a minimJm of 36" below fin. grade. + ""0 4 q},2x4 w 2. Poured concrete shall have a minimum psi of 3000 at 28 days unless noted. STRUCTUkAL MEMBER DEFLECTION TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 4-11bd - � 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. Rafters having slopes greater i-han BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER Ibd Ib"o.c. ALONG EACH EDGE ��""�" � (� 2x4 Of � � � � � D copper termite sheild. ...t 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 3/1Z With no finished nished ceiling [,,/180 CONTINUED HEADER, TWO PIECES Ibd Ib"o.c. ALONG EACH EDGE 8� " 8 (2) 2X4 or � � with the 2010 New York State Building Code and manufacturers specifications. GEILING JOISTS TO PLATE, TOE NAIL 3-bd - t:_... attached to rafters 10'-0" 10 0 2X6 4 4 4 4 ,-�� ��,., 3.8. 1,0,, 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed CONTINUOUS HEADER TO STUD, TOE NAILi=E: �,-! �' 1 V uppon by an engineer and certificates shall be issued stating same. Interior walls and partitions H/180 - D 6. Unless otherwise noted all framing and structural wood components shall be GEILING JOIST, LAP5 OVER PARTITIONS, FACE NAIL 3-IOd '- '� � " y �,,' °t "' ��'C��E �At Floors and plastered ceilings U360 � r -, ,.. iI ` ' N��o� #2 or better Douglas Fir. CEILING J015T TO PARALLEL RAFTERS, FACE NAIL 3-10d - 7. All framing techniques and methods shall be as prescriptive design based on All other structural members 240 - �lrrfi�iions " r_>,,,,• , - �� ,Y ��f s� n r �•t RAFTER TO PLATE, TOE NAIL 2-Ibd AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) A. N,�� OF 80 NIALS AT EACH EM OF STRAPPNGS !' r,r i. '°l 1"," ✓ i i �° ��� f, Exterior walls with plaster or H/360 2-&d - or as specified in R301.2.1.1 I" BRAGS TO EACH STUD AND PLATE, FACE NAIL 2 5TAPLE5, 1 3/4 - B. "CIF SILL STL 4N THE FEAT M ROT APPLY TO ( s?.'',P 8. All building envelope components shall comply withTHE 2010 Energy stucco finish Conservation Code of the State of New York. - 240 2-ga C. t' ME R OF PLLL FElC�"T� STt.I[ AT' EACH SM� OF � 'l; � Exterior walls-wind leads with ,++" " „ I: ,r',,_ i I I. !� o c� 9. Fireblocking shall be provided in all wood framed construction in accordance I xb SHEATHING TO EACH BEARING, FACE NAIL 2 STAPLES, 1 3/4 - F with NYS Code R 602.8 to form an effective fire barrier between stories and brittle finishes D. NUVBER OF } S Am TI RouW 9A� T �^ between the top story and roof space. ( � AT S� 2-8d F.LI_ C(;•i,i,...;.,IIiJ.�I,_,1,, ,•l! ..I_ i"'�Fi I;!^ G� 10. Protective panels shall be provided for glazed openings in accordance with Exterior walls-wind IQadsa with I"x8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES, 13/4 'S'"_ 1T c`,. ; ,..•_, U' E. {fit BER 01: JACK STUD AT EACH eM OF HEAEiM tASS DOUBLE HE tS� F ,,._ .,-,.- �°( �i �a"�a: P'� NYS code R301.2.1.2 if they are required. flexible finishes YC`r1I<I< "Ti', I=OP} l�iC}1 11. All portions of the new structure are designed to comply with local geographic WIDER THAN 1"x5" SHEATHING TO EACH BEARING, FACE NAIL 4 STAPLES, 1 5/4 - F. �, ME11 may 'ti,A OF " 91 S FRAII..�# TH�l�il.�l"'I AMT JACK SM re ( '� 'srAi OF} Criv3::l l;l! 'T10N E;.+li ).3 and climatic criteria as stated in the following table. DD o1- sLus) AT EAcH m� �S yT A"'Y To DO"BUILT-UP CORNER STUDS IOd 24"o.c. ' J:+�CiCS r'lM KliK39 AS NAIL EACH LAYER AS SHOWN Tea OEM m LEA=i` f as _. .. ✓ FOLLOWS: 32"o.c. AT TOP TAE1l1 40T.I.iiNSEJE.ATTONdtdpFFM1EF,STEtATIO11RFQttrRFMFAITBYCt)MPfiNFTJT• BUILT-UP GIRDERS AND BEAMS, 2-INGH LUMBER LAYERS IOd AND BOTTOM AND +' J. .; U W U) sr! 'r�;f�r�i'.Utjrvp ',l S•l I-,-;�,i,I� ,(". Z STAGGERED. TWO NAILS AT W W CRAWL ENDS AND AT EACH SPLICE WOOD 1MAS5 BASEMENTS SLABd SPACEe 2" PLANKS 2-Ibd AT EACH BEARING p o �n7` �J Cr; r l W U) CLIMATE FENESTRATION SKYLIGHTb CEILi FRAME WALL WALL FLOOR WALL R-VALUE WALL FOR 51: 1 INCH = 25.4 mm, I MILE PER HOUR = 1.60cl km/h `^ r Q i NAILING/FASTENER SCHEDULE ZONE U-FACTORb "ACTOR R-VALUE R_VALUEf R\tAL°��R.VALUE R.VALUE 6 pEPTH tt.vaLE,E ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: - I FOOT = 304.& mm, �� � " .- i O W m 4 0.35 0.&Q 38 13 SfiOV 14 SO/13� iC?, ft i0 J 13C TOE NAIL 4-Ibd a. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND 7�t/�/� I- z = w FACE NAIL 3-16d - 5HEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENGTHS AS FOLLOWS: &0 ksl (551Mpa) FOR SHANK .J 0 Q RAFTER TIES TO RAFTERS, FACE 3-5d - DIAMETER OF O.Icl2" (20d COMMON NAIL), GO ksl (620 Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", - Q y i Q Lu RIDGE STRAP: SIMPSON LSTA30 NOTE ,# 1 WOOD STRUCTURAL PANELS SUBFLOOR ROOF AND WALL SHEATHING AND 100 ksi (6&G Mpa) FOR SHANK DIAMETERS OF 0.142" OR LE55 CI) (/) U (3 0 , , SHALL BE INSTALLED TO CONNECT W Q EACH PAIR OF OPPOSING RAFTERS TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING " ^y� E I^ r.E � U U ANCHOR BOLTS:(a) MAX. SPACING OF THE b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINUMUM 7/16 - INGH ON DIAMETEF: GROWN WIDTH �' n PER 3.2.5 OF WFCM 2001 05/8" ANCHOR BOLTS IS 33" IN eft f 6 �� °0 '�i°fy on rr _j 1 - 0 z LLI 5/I6 - I/2 bd COMMON NAIL (SUBFLOOR, WALL) 6 12g ..-� a J - z ACCORDANCE WITH TABLE 3.2C OF W.F.C.M. c NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4& INCHES OR GREATER I- ' �' � f r" O i O 8D COMMON @ 6" OC @ 4'-0" PERIMETER ZONE ' O 8D COMMON @ 12" OC @ PANEL FIELD 8D 2001 (b):15" MIN. ANCHOR BOLT IQ/32 - I &d COMMON NAIL (ROOF) f 6 12g �w �'UL O COMMON @ GABLE ENDWALL RAKE REFER TO EMBEDMENT INTO CMU FOUNDATION WALLS, 1 1/5 - 1 1/4 IOd COMMON NAIL & 12 d. FOUR-FOOT-BY-&-FOOT OR 4-FOOT-BY-�I-FOOT PANELS SHALL BE APPLIED VERTICALLY '4-t't Er a e►« m O TABLE 3.8 WFCM - SBC IN ACCORDANCE WITH SECTIONS 3.2.1.7. l i c a`BUT C1RT1"_1f1j i W O O ~ E O I-I/2" 8d COMMON NAIL 3 b e. SPAGING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (1) r CV } z AND 3.2.2.3., (c): ANCHOR BOLTS MUST BE �. �����A�'���( _ � Q � PROVIDED WITH 3" SQUARE WASHERS, IN SPACING OF FASTENERS f• FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER &d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD y z W PROVIDE 8 - 1oD COMMON NAILS ACCORDANCE WITH SECTION 3.2.2.3., (d) DESCRIPTION OF DESCRIPTION OF P � O �, N EACH END OF COLLAR TIES TYP.- 1/2" PLYWD. SHEATHING 6D ANCHOR BOLTS ARE ALSO TO BE PLACED BUILDING ELEMENTS FASTENER b, c, d, a EDGES (inches) I INTERMEDIATE SUPPORTS��(tnches) AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING MINIMUM 4&-Inch DISTANCE FROM GABLE END WALLS, IF MEAN ROOF w SIMPSON H7Z HURRICANE TIES COMMON @ 3" OC EDGE 6D 6" TO 12" FROM THE END OF EACH PLATE HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM U i COMMON @ 6" OC FIELD a ram" , Co - CONNECTING RAFTERS TO TOP SECTION, IN ACCORDANCE WITH SECTION 1/2 REGULAR GELLUL05IG 1 1/2 GALVANIZED ROOFING NAIL bd PLATES @ EACH RAFTER 3.2.1.7. FIBERBOARD SHEATHING COMMON NAIL STAPLE I6 go I I/2 LONG 3 6 g• FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO - •, .. " ' ,� ,rY,�„ %r � LU GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 mph, NAILS FOR a Q PROVIDE NT TO I LPT4 OR PROVIDE PRESSURE TREATED LUMBER FOR 1/2" STRUCTURAL CELLULOSIC I I/2 GALVANIZED ROOFING NAIL Sd ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE 5PAGED 6 INCHES ON CENTER FOR MINIMUM 4&-Inch D15TANGE > _ EQUIVALENT L TIE RIM BOARD COMMON NAIL STAPLE I6 o 1 1/2 LONG 3 b zO 0 To DOUBLE PLATE TYP. ALL STRUCTURAL MEMBERS IN CONTACT FIBERBOARD SHEATHING 9 FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING WITH THE CONCRETE OR WITH THE 25/32 STRUCTURAL CELLULOSIC 13/4 GALVANIZED ROOFING NAIL 8d h U 0 GROUND, IN ACCORDANCE WITH R319.1. FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 a 13/I LONG 3 b GYP5UM SHEATHING SHALL CONFORM TO ASTM G 7Q AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD PLl)MBIi G PROVIDE SIMPSON H6 OR g SHEATHING SHALL CONFORM TO ASTM G 20& EQUIVILANT TO TIE WALL STUDS BOTH FLOORS TO PLATE &BA 1 1/2 GALVANIZED ROOFING NAIL; i• SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL BAND JOIST @ 1s" OC TYP. bd COMMON NAIL;STAPLE GALVANIZED, 4 8 I r F•., "',0 "+ FLOOR PERIMETERS ONLY. SPAGING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY }.1.�G PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS - TEMPORARY I I/2 LONG; I I/4 SCREWS, TYPE W OR 5 OR PERMANENT 1/2 GYPSUM SHEATHING FRAMING MEMBERS AT ALL ROOF PLANE PERIMETERS . BLOGKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO TO PLATE & BAND JOIST @ 16" INSTALLATION oc TYP. BRACING 15 THE RESPONSIBILITY 13/4 GALVANIZED ROOFING NAIL; THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER Y/.3 PLYWD. FLOOR SHEATHING OF THE INSTALLER. TEMPORARY 8d COMMON NAIL;STAPLE GALVANIZED, 4 8 SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING 8 2 0 OLD SALT RD. 8D COMMON @ 6" OC EDGE BRAGING SHOULD REMAIN IN 1 5/5 LONG; 1 5/5 5GREW5, TYPE W OR 5 8D COMMON @ 12" OC FIELD 5/8 GYPSUM SHEATHING LSTA 18 UPLIFT STRAP PLACE AS LONG AS NECESSARY CONNECTION WALL TO FOUNDATION FOR THE SAFE AND ACCEPTABLE PLUIvlBE3� CFRT/F/CA.TION 1 I T r n} MATTITUCK N.Y. w/ 4-ad COMMON NAILS @ EACH END. COMPLETION OF THE ROOF OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING ON LEAD CONE NTBEFORE F`lt'Ir\ S' ""Z �'tr�I ER s"+ 1P',OrF PROVIDE APPROPRIATE METAL FUPiSU�%T TO Cf 1APTER 236 PLATE WASHER, NUT & ANCHOR FLOOR AND MAY REMAIN IN PLACE CERTIFICATE OF�7CC�JPANCY BOLT TO TIE SILL PLATE TO AFTER PERMANENT BRAGING 15 5/4 AND LE55 bd DEFORMED NAIL OR &d COMMON NAIL b 12 OF THE TCvi'1 CODE, MASONRY FOUNDATION TYP @ 6'-0" INSTALLED SOLDER USED IN KIA TER A - 100 OC FOR 1 STORY, 3'-0" FOR 2 -7/& - 1 &d DEFORMED NAIL OR 5d COMMON NAIL 6 12 STORIES. 12" FROM CORNERS & SUPPLYSYSTEM CANNOT OPENINGS AND BOLTS TO BE MIN. 12" DEEP. I b 12&d DEFORMED NAIL OR IOd X E`ED 2110 OF 1°,/LEAD . /� COMMON NAIL 1 O F 4 NOTES 1 . THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, W.F.C.M. 2011 , NFPA 70 STANDARD, "THE NATIONAL ELECTRICAL CODE", THE ZONING CODE OF THE TOWN OF SOUTHOLD. co w 2. FOOTINGS SHALL BEAR ON A MINIMUM SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FT. z o 3. COMPRESSIVE STRENGTH OF CONCRETE MUST ° o } BE A MINIMUM OF 3000 PSF AND MUST HAVE 5% in Q o EXIST. SHED TO 7% AIR ENTRAPMENT IN ACCORDANCE WITH w W o o z _I V) V) m — — _ 3 — _ SECTION AND TABLE R402.2 OF THE RESIDENTIAL o o Q 20'-104•� CODE OF NEW YORK STATE. 4. PROVIDE STRAPPINGS FOR WINDOW AND DOOR OPENINGS TO COMPLY WITH W.F.C.M. 2001 : RAFTERS TO CRIPPLES TO TOP PLATES, CRIPPLES Y r 18'-7" TO HEADERS, AT BOTH ENDS OF JACK AND KING co '— j ( ' STUDS. o Lu M O > 0 I 24'-5„ > W Q 00 c EXIST. GARAGE FINISH EXIST. 2ND FL. OF GARAGE W/ 1/2" GYP.BD. 3 (V O ADLu D HARDWOOD FIN. FLOOR 3 4� W a co X I i �f Z Z /^1W HOME THEATER w p co cb Z J � Q O00 " Q Q W I` Lu EXIST. 2X12 @ 12" OC FL. JOISTS ABOVE > v i z EXIST. 2X10 & 2X8 ROOF RAFTERS NF_ EXIST. 2-2X10 COLLAR TIES O I '^ LL a Z X d �� W C ELECTRIC SYMBOLS SYMBOLS \-5/8" FIRE-RATED GYP. BRD. @ CEIL. W Z IT- & COMMON WALLS Ln Q Q 3 RAILING ~Z Q 0 R RECESSED CEIL. FIX. ® EXIST. WALL Q - w p O ui a Y R - T ws LATED � 4 D$ DOOR OPER. SWITCH C DEMO. WALL O W N U a ¢ u~ Q¢p�N�vu U I=�Z 1 FIE U I w U—p� p0�0 O = t LF CLO G O R I +° DN 10 ISE s @ F REC. FAN & LIGHT NEW WALL I�z Q N z O U O O ` 2-2x12 HEADER ON 3' ( � STEEL COLS. TO FTGS. � � �o �- /2" �O� ����O��= N w V _ 4N ( o F PWD. RM. ��� �Ocz�z~Q x SWITCH ADD INSUL. @ WALL a u--v O Q v _ y _ $�o,(YOILpw�lu J HALF-WA L WALL SCONCE 01 WALL. TYPE p j d O x O u w w ; tfl(k— ON C_v= U D 4 1 a; U 10 RISERS r U TOP OF / o'M GROUND FAULT OUTLET E 1 DOOR NUMBER Q O D u O O 3 O 8' ��• 7-1/2" io / 3 CEIL. 3 — �/ AI BELOW SWITCH OPER. DUPLEX E 1 WINDOW TYPE 3'-0 OPEN RAIL S T BACK NEW WALL ,I D--0 UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER 3z. 14.. ��'l r 1 Fl� �I� �l�El ( '., � APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER \v/ -iN ROOF OF BREEZEIWAY BELO � QUAD OUTLET O FLOOR FINISH NUMBER ER MI TILE N I C-01 /2' M RT R 2" ON W/ IA EA S SMOKE DETECTOR A-01 APPLIANCE NUMBER Z 5# ILDI PA 4' P W S BF O R C CO2 DETECTOR PLUIMBING FIXTURE SECOND FLOOR PLAN OF PROPOSED RENOVATION @ EXIST. GARAGE -0- 71 -2 8 �F ERIF I S j 1 �4�� = 1 -0�� CEIL. FIX. SECTION MARK EXTERIOR ELEVATION ELEVATION MARK VE IFY LOCATION W/ G.C. INTERIOR ELEVATION a ON SITE 0 RE-USE STRUCTURAL POSTS & HEADERS FROM EXIST. A TWO NEW 20"X20"X8" -2 8 FfERl TI S w cP PPORTONEWFSTAIRTGS OHEADER FRONT ENTRYp O w ) ~ X .(a p D J IS AD FIXED LITE _ 0 2 XISTING GARAGE FOUNDATION 3 NE1A ENTRY STEP & STOOP @ A.ISIDE OF DOOR J TO MATCH EXIST. Ld N W „�pyrrtT'4' RE-USE 3'-0"X6'-8" FR.DR.� uN o w GRADE (GARAGE SLAB) = 0.0" 3, SET BACK NEW WALL 4� �� TOP OF FIN. FL. @ADDITION - +32.0" a AL(/ O J W Q" - �...'.. U & FULL LITE STORM DOOR — .9 > C7 FROM .E�CIST. ENTRY O m I FIN. FL. @ADDITION TO ALIGN W/ E IST FL ' i RE-USE BRICK PAVERS W ~ � I TOP OF FOUND. WALL @ ADDITION = +17.5" I ` N y � w o O VERIFY THESE DIMENSIONS W/ G.C. ON SITE N w 2, z 2X10 @ 16" O.C. FLOOR JOISTS Z 2'X HEAD I w �.. >�:.X X N 8 RAF ER TI S N 2X6 @ 16" c C IL. OI TS — 2X4 @ 16" OC COLLAR TIES 2X8 @ 16" OC 00 R FT RS 1 I 8" THICK POUR. CONC. WALL 1 V.1. rya 74„ ON 16"X8" CONT. CONC. FTG. 2 J I 2" POUR. CONC. SLAB @ Z 2•_p" CRAWLSPACE ( /� W I \� —2-2 RA TI 0 U _ I oo w w ci 16 O m I J I N //�) Q U Z Lli O N uwi M U d X @J I I / O �_ REMOVE 2 EXIST 18" WINDOWS & O O z 20 z lzi I U L RE-LOCATE EXIST. 3'-0" UNIT z z W U O I I o} ) z ~ O RE-USE EXIST. HEADER > Q p0 I / �p Q F 2, 0„ 2.. 2,_0., xOZzo J I I 'm = w wmze �— z p 11' (nvN NEW 3 11-1/2"X1-3/4" LVL DROPPED HEADER � O o O w > I W 3- " DIA. ST. COLS. TO MASONRY FO w �N ICI o t NE AY FLOOR TO i) I I W Q U z Dp ALIGN W/ EXIST. rr 0 a O LL l O Q I z Q ° ° C� w 1 -„2 1 W O o EXIST. MUDRM. & LAUNDRY EXIST. LIV. RM. EXIST. KITCHEN I N U- } _ � az w I I 2'-a" co o Q w z O cv w U _I EXIST. :TIDE ENTRY m X m XLUL W I; 2X10 @ 16" O.C. FLOOR JOISTS I w w O Z O o 12 p O Q 2 - 3-1/2" ST. COLS FROM HEADER I > SUPPORT ABOVE - TO BEAR ON EXIST. MASONRY FOUND. I I ACCESS HATCH EXIST. HOUSE FOUNDATION ( CELLAR) 820 OLD SALT RD. MATTITUCK N.Y. FIRST FLOOR PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE FOUNDATION PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1/4" 1,_0„ 1/4„ = 1,_0„ A — 1 O 1 2 OF 4 LLJ CD co Z < 0 00 0 m z U) m < m < < 0 Z L;j V) V) Of_j <of L)< 5; Lu LLJ 5;Ld (L rL EXIST. DORMER 0 0 V) W Of q -------------------------------- --------------------------------- FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. EXISTING WINDOWS NO CHANGES co EW ENTRY ROOF T MATCH MISTING cr uj 0 _ m V 'a L Ll co H -- N W CCW CD RE-USE EXIST (L Z 2 Ll RE-USE VINYL SID/G, CORNER BOARDS ! TRlm XIS (b 7XIST. DOOF TO MAT EXISTING ---------------------------------------------------- O 00 NEW 12" ] FIFFIE] SIDE LITES E T.O. FIN. FL.—__ L co EXIST. GAR DOORS EXIST. GAR DOORS NO C� N-ES NO Cl]N ES I oil LU< r Z I Lu Lu uj I-_ ,n Lu 7 7oz o Z < T. . SLAB )n 7zw (3 4 a OCYWW )�7EXISTING HOUSE W P T- :::, X�_FD z iT) 0 LL <Z EXISTING GARAGE BREEZEWAY ADDITION zy BREEZ Q_jL_z< <d)Z 1 1 ;3< �v zr, —30'-0" 0 a:0 - N z w d) --:-I__�z 0 J)-<T < V' OL-LU V <�--Luo V X 01 p lJ 0 u- c� X 0WEST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1/4" 11-011 ------------- 06 LU EXIST. DORMER C) 0w FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. a- z U_J LIJ U) 0 0 EXISTING WINDOWS NO CHANGES _j 0 Q LU -—----------------------------------------- -------------------------------------- ----------------------------------------- LIL 11-ILL —ILIL Lli I < 'D Q ---------- ---------- -------- --------- < 0 < z -------------------- -A. C) C) < W 0 u z LL z ILL 0 0 0 C) U) LU 0 VINYL SIDING, CORNER BOARDS & TRIM N � � Q TW 2832 TO MATCH EXISTING T_ LLJ N < ---------------------------------------------------------- -—-------------------------—--—-------------------------------------------------------------------- 0 LU W2052 W205 W205 U T x LL LU 0 L= I UU I- -------------------------- ]-- z 0 ------------------ -------- ----------------------------------------------- < W LIJ > 0 < 0 _j T.O. SLAB H EXISTING HOUSE EXISTING GARAGE BREEZEWAY ADDITION 30'-0 820 OLD SALT RD. EAST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE MATTITUCK N.Y. 1 /4" = l'-O" A — 201 3 OF 4 NOTES 1 . ANCHOR BOLTS: a. MAX. SPACING OF THE 1/2" DIA. ANCHOR BOLTS IS 30" IN ACCORDANCE WITH TABLE 3.28 OF W.F.C.M. 2001 . b. 7" MIN. ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION WALLS IN ACCORDANCE WITH SECTIONS 3.2. 1 .7. AND 3.2.2.3. T c. ANCHOR BOLTS MUST BE PROVIDED WITH Q o 3" SQUARE WASHERS IN ACCORDANCE WITH T 0 } U z m m Q to p LJ SECTION 3.2.2.3. Q o o Q d. ANCHOR BOLTS ARE ALSO TO BE PLACED 6" Q Q s � a J TO 12" FROM THE END OF EACH PLATE SECTION �' Q IN ACCORDANCE WITH SECTION 3.2. 1 .7 - 2. PROVIDE PRESSURE TREATED LUMBER FOR ALL STRUCTURAL MEMBERS IN CONTACT WITH _ 0000 RIDGE STRAP - SIMPSON LSTA15 THE GROUND IN ACCORDANCE WITH R319. 1 � r SHALL BE INSTALLEDED TO CONNEC LIL- --`-'--- ----- ---------- EACH PAIR OF OPPOSING RAFTER; ----------------- -_ ______ PER 3.2.5 OF WFCM 2001- /y. SIMPSON H2. A HURRICANE TIES O LL Lu FIBERGLASS/ASPHALT CONNECTING RAFTERS TO TOP —- EXIST. -- WINDOW ROOFING FELT W 12 ---- EXIST. - -------- SHINGLES TO MATCH EXIST. PLATES @ E CH RAFTER M WINDOW 1/2" CDX PLYWD. SHEATHING 7�' =) cm2X8 @ 16"OC ROOF RAFTERS M N w co EXISTING R-38 SPF + BATT INSUL RAY CEIL ~ W W N 1/2" GYP. BD. @ INT. ADJ. ROOF SLOPE TO _� 1 2-2X RAFTER TIES ACCOMODATE DORMER i r. Z � U M V DROPPED dEADER BEYOND z5 ROOF OVERHANG,SOFFIT AND TRIM CO EXISTING WINDOWS TO MATCH EXIST. W O lO VINYL SIDING TO MATCH EXIST. TYVEK HOUSE WRAPFF PtYWD SHEAF _- ® 2"--2X4@16"OC STUD WALL ® r -------- ------ 1HR-15 BATT INSUL 5 _- EXIST. P BD, @-INT O RE CATE ` ''�/^� KIT. _ OP TO LIV. R W OW EXIST. v, BEYOND I L WINDOW CERAMIC TILE Z 1-1/2" MASONRY W/RADIANT HEAT I F-Z 7 Q W O 3/4" PLYWD. SUBFL. T.O. EXIST. FL. Ca W ICJ Z (]Z Q 0@-16"0cFLG0R-J0fSTS u�O Z LU O R-30 BATT INSUL. T.O. NEW FL. TO ALIGN 0 1 LU U v Z LSTA 18 UPLIFT STRAP CONNECTION — — — lU Z Q z O 1 2 H K -- - ---WALLCOMMON 9NAIOLST@ EACH END 0-LL Z Z Q ZO (K(Y W l�v� I� o(3 - N 8" POUR. CONC. OR CONC. BLOCK FOUNDATION Z L 0)W O V F Q N U 2X6 ACQ. SILL SOLID CONC. @ BOLT LOCATIONS Q N V O(� Z Q 1/2" ANCHOR BOLTS ( SEE NOTE 1) jc w= O W W lU W _W QI-<NJ0- 0�0� I-��011Y00w LL O n 3'-0" MIN. BELOW La J111 )S% 16" X 8" CONT. POUR. CONC. FTG. @ 3'-0" BELOW GRADE EXISTING GRADE SECTION # 1 THRU BREEZEWAY ADDITION - LOOKING SOUTH 1 1 /4" 1'-0" 1 , 7/4 �\� tv� .s•.r t �� - — FPFjERs EX RI E "f, j! j RIDGE STRAP: SIMPSON LSTA15 @ 16,. OG SHALL BE INSTALLED TO CONNECT j / 2X�0 EACH PAIR OF OPPOSING RAFTERS EX�S PER 3.2.5 OF W.F.C.M. 2001 ,. FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST, c�+� EXIST. GARAGE S \ ROOFING FELT T 1/2" CDX PLYWD. SHEATHING -- - - - - /--- - ----- 2X8 @ 16"OC ROOF RAFTERS /O 2-2X12 CONT. G R-38 (SPF INSUL. + BATT INSUL) @ 2-2X4 COLLAR 1/2" GYP. BD. @ INT. 6" Q / OC\ _ Simpson Strong Tie H2.5A HURRICANE TIE ,Q J TW 2036 TIES @ 16'" OC CONNECTING RAFTERS TO TOP SHOWER q�T PLATES @ EACH RAFTER / I RAAILIINTOCOG @ 2ND FL. F9\ 06 DE NEW PWD. PM. WINDOW 2-2X8 RAFTER TIES II HALF WALL U U DOUBLE TOP PLATE TO EVERY OTHER / \ LU PLAN FOR SPACING STUD CONNECTION: Simpson Strong Tie H8 or MSTA24 Z d we I I ' i LU VENT Q 00 O 00 SIMPSON H7Z HURRICANE TIES ROOF OVERHANG,SOFFIT AND TRIM TO MATCH EXIST. 0 � w RAFTER 1 VINYL SIDING TO MATCH EXIST. 0 � TYVEK HOUSE WRAP �y m PLATES TO STUDS @EACH Z Q ------ -- -.._....---- - - -- 1/2" PLYWD. SHEATHING �i 2X4 @ 16" OC STUD WALL EXIST. 2X12 @ 12" OC • Q I Q NEW GUTTERS TO OPEN R-15 BATT INSUL Yy(Ei I EW WALL W Lu 1/2" GYP. BD. @INT. NEW 2-2X12 STAIR FIRE-RATED DOO Q SYSTEM RAIL TO C ODE STAIR HEADER TO 3-1/2" EXIST. UNHEATED ALL COMMON WALLS 0 LANDING CERAMIC TILE STEEL COL. TO NEW �� -C ARAGE TO BE FIN. W/ 5/8" coV LU CQ7 Nv BEYOND J 1/2" BEDDING COMPOUND 20"X20"X8" CONC. FTG. �J Q 1-1/2" MASONRY W/RADIANT HEAT r FIRE-RATED GYP.BD. Lu 0 < U 0 - - 3/4" PLYWD. SUBFL. (33 z --------- ------------------------- --- 2X10@ 16"OC FLOOR JOISTS EXIST. WALL TO OF FL. TO Z I � R-30 BATT INSUL. ALIGN W/ 0 O O LL EXIST. HSE. FL. U A-Y$�Pt1FT�TRAP C©NNEt:T10fV LSTA 18 UPLIFT STRAP CONNECTION � WALL TO FOUNDATION W/ 4-8d WALL TO FOUNDATION W/ 4-8d ui O O O COMMON NAILS @ EACH END COMMON NAILS @ EACH END N - Q 2X6 ACQ. SILL LL 1/2" ANCHOR BOLTS O ZZ LU 8" POUR. CONC. OR CONC. BLOCK FOUNDATIOLU N i SOLID CONC. @ BOLT LOCATIONS N W r l H- 16" X 8" CONT. POUR. CONC. FTG. @ 3'-0" BELOW GRADE �/ CIDEXIST. GARAGE FOUND. X 2" CONC. SLAB @ CRAWLSPACE w w 3'-0" MIN. BELOW :.i:';`,'r;;,, '':"'''','". 0 EXISTING GRADE z = Q 0 .J SECTION #2 THRU BREEZEWAY ADDITION - LOOKING NORTH SECTION #3 THRU GARAGE BATH & STAIRS - LOOKING NORTH H 1/4" = V-0" 1 /4" = 1'-0" 820 OLD SALT RD. MATTITUCK N.Y. A - 301 4OF4 GENERAL NOTES COHEN RESIDENCE 1. All work shall conform to the requirements of the Residental Code of New York SECOND FLOOR 'LAN OF PROPOSED RENOVATION @ EXIST. GARAGE FIRST FLOOR PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE State, County and Town Department Regulations, Utility Company requirements and 1 /4" = V-0" 1 /4" = V-0" 0 O L D SALT ROAD best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required M ATT I T U C K N .Y. permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would EXISTING: SINGLE FAMILY RESIDENCE interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions 00- - - 5 - ---- -- ---- - - SCTM# 10 14 4 0 5 1 have been examined and a course of action mutually agreed upon. Failure to notify _ �.........._ ,......._.. -,_-__•.•. } the owner or architect of unsatisfactory conditions will be construed as an acceptance -} "" ="-----= - - - -j ZONE R-40 .47 ACRES of the conditions to properly perform the required work. -- - + EXIST. SHED 4. All work is to conform to the drawings and specifications of the architect and - -" _""""` I ( PROPOSED: 4" engineer consultants. } # -20'-10. CONVERT EXISTING SECOND FLOOR OF GARAGE 5. The Contractor is to maintain a complete and up to date set of plans on the i I i ;I 1- I I ,job site at all times - �-,-- TO HABITABLE ENT ERTAIN- _7 LE� SPACE TO CREATE AN ENTE T I R AIN 6. The drawings are not to be scaled under any circumstances. !I I - !€ MENT ROOM WITH A POWDER RM. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures i f including storage and toilet facilities protection of existing work to remain,access to I ;. � I �'� ALSO CONNECT EXISTING GARAGE AND SINGLE I Ii •work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the I I. I t ! FAMILY RESIDENCE WITH A NEW HEATED work in a careful and order) manner with the least possible disturbance to the public. i' ( I ± BREEZEWAY. Y P I � I� 8. The Contractor shall make the neccesary arrangements to utilities and services I ( I ! temporarily disconnected while performing the work as required. O 9. The Contractor shall provide all dimensions and cut-outs for other trades. j: f ( a LU 0 10. The Contractor shall provide proper shoring and bracing for all remaining structure 24'-5' prior to removal of existing structure. II t I FINISH EXIST. 2ND FL. OF GARAGE W/ 1/2" GYP.BD. ( c9 EXIST. GARAGE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed I: ( @ WALLS & cEIL. I o 0 persons who shall arrange for and obtain all required inspections. The General I I ADD HARDWOOD FIN. FLOOR Z Contractor shall be responsible for scheduling all other inspections as required. ( X EXISTING PROPOSED 12. The Contractor is solely responsible for construction safety and shall hold the s I I w w owner and architect harmless from litigation arising out of the Contractor's failure to I I HOME THEATER + 1ST FL. 1 5 1 7 SQ.FT. 317 SQ.FT, BREEZEWAY provide construction safety means and methods. I I I ( o I I 2ND FL. NA Q J (/' { € I' I EXIST. 2X12 @ 12" OC FL. JOISTS ABOVE tt3 a ATTIC NA C O N ST R U .1T I O N NOTES ; ; I ( I EXIST. 2X10 & 2X8 ROOF RAFTERS O a Z CELLAR NA O I ( I EXIST. 2-2X10 COLLAR TIES O 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 1 a GARAGE 555 SQ. RENO.@EXIST. 2ND FL. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. I t O DECK NA 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. E"I X L � X copper termite sheild. �'' I � I I 1, J 5/8" FIRE-RATED GYP. BRD. @ CEIL. w 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 11 I i U,, I I,. & COMMON WALLS CONTRACTOR: WM TOTH CONSTRUCTION j + O with the New York State Building Code and manufacturers specifications. i I j o ( ( 36" RAILING o 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed I € ` of I I l +' 516-807-8118 uppon by an engineer and certificates, shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be cf), i Q 0 SURVEYOR: 1 HOUR FIRE-RATED, INSULATED, I I JOHN EHLERS LAND SURVEYOR #2 Or better Douglas Fir. `I j w i 64 �6 DrJ 0JISEF3 @ (� '.! O SELF CLOSING DOOR 6 EAST MAIN STREET 7. All framing techniques and methods shall be as prescriptive design based on I ! RIVERHEAD NY 1 1901 L 7 /2„ - __- : 2-2x12 HEADER ON 3" AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) iiI STEEL COLS. To FTGS. I �N a or as specified in R301.2.1.1 631-369-8288 I I w is o PWD. RM. 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. i it [ ` I ( HALF-wA L ' N DRAFTING/PERMITS: JOAN CHAMBERS 9. Fire blocking shall be provided in all wood framed construction in accordance f ;; ` 'iI I �� 'N D' 4 s;. �: u� 10 RISERS b 8' 7-1/2" 9 p I I :o M TOP OF r; 1 " f6 PO BOX 49 with NYS Code R 602.8 to form an effective fire barrier between stories and . I CEIL. , SOUTHOLD NY 11971 2 "r 3 2 3 between the top story and roof space. ; I I I I ,, BELOW lit RAIL 631-294-4241 10. Protective panels shall be provided for glazed openings in accordance with CMMw... I 13-0 i r required. 1 NYS code R301.2.1.2 if the are1' II Y I i 1 ' EN GINEER: I SET A AME i BACK NEW WALL J S J. DEERKOSKI P.E. I (:: I OPEN RAIL E - - -- 11. All portions of the new structure are designed to comply with local geographic _ P P I';"'1' ! ' i! 1 3z"I13' 114" 260 DEER DRIVE and climatic criteria as stated in the following table. I ( i MATTITUCK NY 11952 I � _ _ GEOGRAPHIC & CLIMATE DESIGN CRITERIA I 'li " '' ROOF OF BREEZEWAY BELOW I. - - - 631 774 7355 I MI� TILE ON- I I EE GROUND SNOW LOAD 45 s 1 -1 vv A IANT P : 1 /2" !MASONRY / R D HEAT 1 1 I { I WIND SPEED 120 MPH -- --- 2 3/4" PQYWO SIJBF�oo I. .. 2 1 I' I SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" " - -- - _ 2-2X8 RAFTER:TIES I I OCTOBER 2015 7- TERMITE THREAT MODERATE TO HEAVY - 4 I i OCTOBER 25 2015 DECAY SLIGHT TO MODERATE i � I I w „ i WINTER DESIGN TEMPERATURE OCTOBER 28 2015 FLOOD HAZARD AS NOTED VERIFY LocnTlorJ w/ G.C. `x --- I { I NOVEMBER 2 , 2015 NAILING/FASTENER SCHEDULE i -{) ON SITE O - ADD TWO NEW 20"X20"X8" RE USE STRUCTURAL POSTS - - - - - - & HEADERS FROM EXIST. T - -i { j POUR. CONC. FTGS TO FRONT EIJTRY j I�'; ! 2-2X8 RAFTER TIES w o SUPPORT NEW STAIR HEADER ! I o i PROVIDE MSTA30 OR EQU4L 'r> 2 Ji 1 "I QC ID JIS I = O I METAL STRAPS OVER RIDGE 2 EXISTING GARAGE FOUNDATION 3 -ADD 12', FIXED LITE N a TOPROOOT RAFTERS APPLICABLE 16 OC ' F- Q NEW EPJTRY STEP & STOOP i i @ EA.'51DE OF DOOR J ! } COLLAR TIES ARE PRESENT, LLI TO MATCH EXIST. RE-USE 3'-0"X6'-8" FR.DR.\ uN N GRADE (GARAGE SLAB) = 0.0" 3„ SET BACK NEW WALL � o w - 8D COM!nON @ 6" OC @ 4'-0" PERIMETER ZONE I TOP OF FIN. FL. @ ADDITION = +32.0" - 8D COMMON C. 12" OC @ P4NEL FIELD J 'FROM E ""' o J w O �`, j & FULL SITE STORM DOOR O w 8D coMlnoN @GABLE FNDwALL RAKE I I FIN. FL @ ADDITION TO ALIGN W/ EXIST FL. M E T m / LLJ TOP OF FOUND. WALL @ADDITION +17.5" I I RE USE BRICK PAVERS I t c9 11' N RY w-�F T CI REFER TO TABLE 3 8 WFCM- SEC �IN IF VERIFY THESE DIMENSIONS W/ G.C. Oil SITE I I' fJ SE j i ry i Ir 1 `� II N ' w A I> 14'-64„ I ( I ! ' v N o PROVIDE 8 - 10D CC) NAI I 2X 10 @ 16 G.C. FLOOR JOISTS I 2 ,.� i III Q , 3 EACH END OF COLLAR TIES T 2 12K CiA •• •• I �' - -• 6 G PROVIDE SIMPSON H2 / H10 OR L- - - - - - _ ') � T 112" PLYWD. SHEATHING I X 1 EOUIVALEIIT HURRICANE TIES @ I •• n• - I, ' 2=2X8 R F ER;TIE;S - • 6D COMMON 3" OC EDGE .� � I TO SECURE ROOF RAFTER 6D COMMOIJ @ 6" OC FIELD I : rT� I 2X6 i@ 16""8C CEIL. JOISTS: - 1 I L-- PLATE AND WALL FRAME. 2X4 @ 16" qC COLLAR TIES; PROVIDE SIMPSON LPT4 OR I i 8" THICK POUR. CONC. WALL 2X8 @ 16" OCIROOF RAFTERS EQUIVALFIIT TO TIE RIM BOARD I ON 16"X8" CONT. CONC. FTG. 1 1 TO DOUBLE PLATE TYP. _71 1' .- _T I_:i:] 1 2" POUR. CONC. SLAB @ I ' , I i i__..; .�2i Q DE SIGN CRITERIA I CRAWLSPACE I I - w _ -I _ _i a PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND 2' 0" PROVIDE SIMPSON H6 OR 1 I .: I ' _ _ j EQUIVILANT To TIE WALL STUDS _14„ I I I { 2-2x RAFTER TIES AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS OF BOTH FLOORS TO PLATE & •� I I I I !cn! _1 ; BAND JOIST @ 16" OC T !.Q; _ { L J I I ! I CALCULATIONS E LOADS PSF) ' PROVIDE SIMPSOI! H6 OR I DESIGN LOAD CALC (LIVE EQUIVALENT TO TIE WALL STUDS O; m. TO PLATE & BAND JOIST @ J = I N m - - 't { E_ R BALCONIES 1 I N EXTERIOR 60 OC TYP. _ I I- I - W ID LU w I ~ _ i a i N. C) SIN DECKS 40 � O : o I w w r_ m : C PROVIDE SIMPSON LPT4 OR U d X [n I O I ;IN i i C/1 [q N EQUIVALENT TO TIE RIM BOA I w I -� U) I i J, zz ATTICS W/O STORAGE 10 TO SILL PLATE PLYWD. FLOOR SHEATHI'1G G REMOVE 2 EXIST 18' WINDOWS & I U :-� ! Q- F ! 8D COMMON @ 6• oC EDGE w N o I Z I Q L..; o ..�' ATTICS W/ STORAGE 20 BD COMMON @ 12" OC FIELD x z • • I Iw Z RE-LOCATE EXIST. 3'-0" UNIT ° I > �o I ILL ROOF (GROUND SNOW LOAD 20 PROVIDE APPROPRIATE METAL X O Z Q O ,• i w RE-USE EXIST. HEADER I I '>i i v t..... AN ) � � N o Q I I o} ; I ? ...... ..... ..... .. .. - .. ._. ........ .......- ._... ._.... -- --.. ._... .. _ ( SLEEPING 40 _ 2'-o°...I ; 1" 2'-0" ROOMS OTHER THAN ) PLATE WASHER, NUT & ANCH R ILL! m W O W O I - BOLT To TIE SILL PLATE To a Z C) o J I I w _ - _ - ROOMS (SLEEPING) 30 MASONRY FOUNDATIOII TYP v N > - - - - - 6'-0" OC FOR 1 STORY, 3'-0" FOR W � w I •'« I STAIRS 40 o I I NEW 3 11-1/2"X1-3/4" LVL DROPPED HEADER 2 STORIES, 12" FROM CORNERS A; w O Do w w I ( •� '" ON 3-1/2" DIA. ST. COLS. TO MASONRY FOUND. : GUARDRAILS 200 OPEJINGS AND BOLTS TO BE MIN W O Q Q. m > 12" DEEP. NEW BREEZEWAY FLOOR TO N l '• ( I I - - Z ALIGN W/ EXIST. ABBREVIATIONS �✓J i i I w A- 101 FLOOR PLANS, FOUNDATION PLAN ADJ ADJACENT I � � NIC NOT IN CONTRACT I I ° ' ° < A-201 ELEVATIONS ALUM. ALUMINIUM OC ON CENTER 1 UJ APPD. APPROVED 1 $ 1tz 1 J OPG. OPENING �- A-301 SECTIONS t EXIST. MUDRM. & LAUNDRY W EXIST. LIV. RM. - EXIST. KITCHEN BIRD. BOARD PL. PLATE I 2'-o" w r BRK. BRICK PLUMB. PLUMBING I (- - z BOT. BOTTOM PLYWD. PLYWOOD CL CENTER LINE PT, PFESSURE TREATED E'IS1 SIDE ENTRY J CLG CEILING PNT. PAINTED COL. COLUMN CONC. CONCRETE PVC PCLY VINYL CHLORIDE IF- w RCP REFLECTED CEIL. PLAN > I 2X10 @ 16" O.C. FLOOR JOISTS CONT CONTINUOUS REQ. REQUIRED I CT. CERAMIC TILE RM. ROOM I 10'-112" DEMO. DEMOLISH DIA. DIAMETER SIM. SIMILAR I I 2 - 3-1/2" ST. COLS FROM HEADER DR. DOOR SPEC. SPECIFIED I ' " I STL STEEL I SUPPORT ABOVE - TO BEAR ON I - - - - BREEZEWAY AN, 2 L. GARAGE PLAN - - -- - - - - -- - -" - -- - - - - - -- - - -- -- - - - - -- - -- DWG. DRAWING I EXIST. MASONRY FOUND. I N _ .__ _. .. . . FOUNDATIONPLA EA. EACH T.B.D. TO BE DETERMINED ELEC. ELECTRICAL T & G TONGUE AND GROOVE SEAL: DRAWING # ELEV. ELEVATION TEL. TELEPHONE ACCESS HATCH EQ. EQUAL TO. TOP OF EXIST. HOUSE FOUNDATION ( CELLAR) EXIST. EXISTING TYP. TYPICAL EXT. EXTERIOR LINO UNLESS NOTED OTHERWISE GALV. GALVANIZED VIF VERIFY IN FIELD GWB GYPSUM WALL BOARD W/ WITH HVAC HEATING, VENTING & WD• WOOD • AIR CONDITIONING WP WATER PROOF FOUNDA7ION PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE Bldg Dept copy from ZBA t Final rev le e o menns INSUL. INSULATION 1 /4�� = 1 -0�� ZDBf File#t A 101 INT. INTERIOR ' 1 / lG� LBS POUNDS MAX. MAXIMUM a MO, MASONRY OPENING s 1 OF 3 MINIMUM MR MOISTURE RESISTANT [ .MW MILLWORK COHEN RESIDENCE f 820 OLD SALT ROAD MATTITUCK N .Y. PLUMBING RISER DIAGRAM 1 ------- ----- ------- -- I i _ - ............... ._..-_._....._ __ __- _ -_ _ - --------- ---- EXIST. DORMER _ - __ _ _ _ . FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. „ "n7i TING WINDOWS — NO CHANGES ___..._....-.,.---_.. ,....-..---.----_____-- JEW ENTRY ROOF T — MATCH EXISTING --- - - -- _ . .. .... .........._._ ._.......... —— -----------._... _,._. ------------ — — -----------------— ---- oo STRUCTI,RAL COLb. ----------- ------------------------- -- - ---------------- ----------------- -- RE—USE VINYL SIDING, CORNER BOARDS & TRIM XIS . EXIST. DOO — —— " . ----—--- __ ----- ----------------------------- TO MATCH EXISTING ------------ ----------------------------------- ® NEW 12" SIDE LITES ---"-_--....... _... .............__..... FIE] --------- T.O. FIN. FL. ----- ------.__-- -----.--.--___-._._--- _-- --------____-- ----------_. ELECTRIC SYMBOLS SYMBOLS --— ------- ---"------... ._.— ----— — -- ---- ----- --.—� EXIST. GAR DOORS EXIST. GAR DOORS -- — RECESSED CEIL. FIX. EXIST. WALL -- — NO C N ES -- — ---- NO CI{N,ES ------e© ------ "-- - N D� DOOR {OPER. SWITCH DEMO. WALL T. . SLAB EXISTING HOUSE F REC. FAN & LIGHT NEW WALL EXJSTING GARAGE BREEZEWAY ADDITION � SWITCH ADD INSUL. @ WALL 30-0° WALL SCONCE 01 WALL TYPE W GFJ GROUND FAULT OUTLET E 1 DOOR NUMBER WEST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1 /4 SWITCH OPER. DUPLEX E1 WINDOW TYPE UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER QUAD OUTLET C-01 FLOOR FINISH NUMBER S SMOKE DETECTOR /a-0 APPLIANCE NUMBER C CO2 DETECTOR 0 PLUMBING FIXTURE -0- CEIL. FIX. SECTION MARK �— EXTERIOR ELEVATION ELEVATION MARK OINTERIOR ELEVATION OCTOBER 8, 2015 OCTOBER 25, 2015 NOVEMBER 2, 2015 ----._..----- -- _- --- -- - _.._.. ..----------... - KIST. DORMER _... _._........... ..... ---— — — -----------------------------------—----—-----—— — --—----— FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. _ ....... ... .. .. . .... .............._.._-.-....__.............-.........._.._._ --- — -- EXISTING WINDOWS — NO CHANGES FOUNDATION PLAN - A 201 ELEVATIONS _._._. _._._...__..__.._...-----------"---. ._.-..-----"-"--"--------"--"-"---------"---"------._. - -- ....-_....-.-----------.-._..._..-" ...__.... ----------------- -------- Li - O - -- A-301 SECTIONS _.__.- _...._-....... __..........-..... ._... ----- TL I u VINYL SIDING, CORNER BOARDS & TRIM TW 2832J1JL TL I TO MATCH EXISTING W2052 W205 W205 EXTERIOR ELEVATIONS _ SCALE AS NOTED ° _._..___----.---..--.---.-------._...----.---.--------_._..---.--_-------..__..-_____._...._.._..__-._--------------_----------._.----_......_.._...--.-_.._..-------.....-.-.._-_ SEAL: DRAWING # N T.O. SLAB EXISTING HOUSE EXISTING GARAGE n BREEZEWAY ADDITION 131 j from Z8q !� 201 D�tcy, EAST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1 /4" = 1'-0" 2 OF 3 COHEN RESIDENCE 820 OLD SALT ROAD MATTITUCK N .Y. WINDOW SCHEDULE TYPE RO NOTES - -'- EXIST. WIIJDOW WINDOW -._..-_....... --- -,___ ----_IE - LT SHINGL TO MATCH EXIST. 12 L - __ -- - ROOFING FELT - PLYWD. SHEATHING RAY CEIL. EXISTING 2X8 @ 16"OC ROOF RAFTERS 7 " -ADJ. ROOF SLOPE TO R-30 BATT INSUL 2-2X RAFTER TIES ACCOMOD4TE DORMER 1/2" GYP. BD. @ I11T. V DROPPED HEADER BEYOI JD s EXISTING WINDOWS VRJYL ------ - - I. TYVEKFHOUSE.WRAP. --------- fif2 PLYWD. SHEATH fJG--- ® ----- - 2X4 @ 16" OC'STUD W LL' ----_ R-15 BATT IN UL -------- -- - -- EXIST. -- 1/ "-GAP.. BD. @ INTO---- I' ° I I ELL ATE EXIST. KIT. V _ ___..__....-------.. ........... _ -__--..___- ---__....._.._.._.__. I O J TO L I WINDOW _- j PE BEYOfJD RM I EXIST. DOOR SCHEDULE _ L INDOW ------------------------------- - ------------------------ - - -----— , TYPE UNIT NOTES CERAMIC TILE ____._ -- 1/2`' BEDDINU �ONPOUfJD I - - -----i--- -- - ---- -----------__-- --t _MIASQZJILY_W1F1AD ANLHEAL-_ ! F EXIST .T. I. _... , FL TO NEW. . L. ALIGN- ... PLYWD. SUBFL. TO A .. ...__......................_.--...._..._.._ _..-- .--.--------.._.._....._.._ _..._._.....__._..._.._ .-.. ...._.._..------..._-_.....------_.._...._ ..._. .._ .. 2X lop"-16 OC FLOOR JOISTS- - - - - - .. _ . R-30 BATT INSUL. --------- ._._...- =_ ---- --- - - 2X6 ACO. SILL `�� 8" POUR. CONC. OR CONC. BLOCK FOUNDATION SOLID CONC. @ BOLT LOCATIONS I 16" X 8" CONT. POUR. CONC. FTG. @ 3'-0" BELOW GRADE i I SECTION # 1 THRU BREEZEWAY ADDITION - LOOKING SOUTH 1 /4" = V-0" OCTOBER 8, 2015 OCTOBER 25, 2015 OCTOBER 28, 2015 NOVEMBER 2, 2015 OC �PF�ERS EXh�T. RI E - ---- YOO _.RI--- EXIST 2X10 CEIL.JOISTS EXIST. GARAGE RIDGE IJ T\ ------ - -- / 2+0 -------------- -- - -- ® -- ---1------------- ---- -- -- 2-2X12 CONT. R G • -------- ------- .._. -�--------'- ---------------------- FIBERGLASS/AS PHALT SHINGLES TO MATCH EXIST. ----- ROOFING FELT i 2-2X4 COLLAR ;; 2 C X PLYWD SHEATHING / SHOWER O�T -- --- -- ---- ---TIES @ 16„—OC 1/ D G @ 2ND FL. TW 2036 2X8 @ 16"OC ROOF RAFTERS ! TO CODEFq \ -- - ---....-------------- _ `'�" R 30 BATT INSUL _ -- - ---- -- - ------- -=-- --- 1/2" GYP. BE. @ INT. -- -- HALF WALL NEW PWD. RM. WINDOW 2-2X8 RAFTE TIES --- ------------------------ - ---- --- -- ..<.,, SEE PLAN FC SPACING VENT --- ' itS`< I ROOF OVERHANG,SOFFIT AND TRIM TO MATCH EXIST. 0010 '-' VINYL SIDING TO MATCH EXIST. ---,- I TYVEK HOUSE WRAP iL � :.._... -.._.__....._........_..._.. ._. .- _.. --......... - I.. . I 1/2" PLYWD. SHEATHING - _ _ EAST. 2X12 @ 12" OC 2X4 @ 16" OC STUD WALL SYSTEM - R-15 BATT INSUL EW WALL W NEW GUTTERS TO OPEN o 1/2" GYP. BD. @ INT. NEW 2 2X12 STAIR HEADER TO FXIST__DRYAAELI--_ _ k FIRE-RATED DOORL VENT RAIL TO CODE STAIR I 3-1/2" STEEL COL. TO NEW TO EXIST. UNHEATED ALL COMMON WALLS LANDING 20"X20"X8" CONC. FTG. A- 1 0 1 FLOOR PLANS, FOUNDATION BEYOND L, ��' GARAGE TO BE FIN. W/ 5/8" FIRE-RATED GYP.BD. A-201 ELEVATIONS I CERAMIC TILE EXIST. WALL TOP OF FL TO A-301 SECTIONS --- 1/2" BEDDING COMPOUND ALIGN W/ - -- ------ --- I 1-1/2" MASONRY W/RADIANT HEAT � EXIST. HSE. FL. 1 ! 3/4" PLYWD. SUBFL. .._ _ ._.__._._____ - I 2X10@ 16"OC FLOOR JOISTS - - - - - - --- --- _ R 3- 0 BATT INSUL - =--- - ---- - ---- -- I -....._.._...---------- -._........ ..... ..__.. _....... ..._,.. 2X6 ACO SILL v r,... i ' '1 1/2" ANCHOR BOLTS I -" 8" POUR. CONC. OR CONC. BLOCK FOUNDATION SOLID CONC. @ BOLT LOCATIONS �--- `-j 16" X 8" CONT. POUR. CONC. FTG. @ 3'-0" BELOW GRADE - -f y., . EXIST. GARAGE FOUIID. C 2" CONC. SLAB @ CRAWLSPACE SECTIONS - ^-- SCALE AS NOTED SECTION #2 THRU BREEZEWAY ADDITION - LOOKING NORTH SECTION #3 THRU GARAGE BATH & STAIRS - LOOKING NORTH SEAL: DRAWING # 1 /4" V-0" 1 /4" = V-0" 1I Dept copy from ZBA FinaZB A revue d�wSnents ZEA if" Date: A 301 3 OF 3 GENERAL NOTES EXISTING: SINGLE FAMILY RESIDENCE j7 1. THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF SCTM# 10 0 0- 14 4-0 5- 1 5 NEW YORK STATE. W.F.C.M. 2011, NFPA 70 STANDARD 'THE NATIONAL M ELECTRICAL CODE", THE ZONING CODE OF THE TOWN Or SOUTHOLD. !, /'" ZONE R-4 0 .47 ACRES D L;C�� V 2. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS ;- SHALL BE USED FOR LAYING OUT THE WORK. '' ---- J 3. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL - - ------ REQUIRED PREMITS & APPROVALS PRIOR TO STARTING ANY WORK. , ' ' " �' EXISTING PROPOSED 1 4. ANY DESCREPANCIES IN THE PLANS, SPECIFICATIONS, NOTES, DETAILS OR THE SIZES,SPACING, DIRECTION OF EXISTING FRAMING SHOULD BE LU1TDTNr BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING �;SO WITH THE WORK. Z 2ND FL. NA Q TIMOLD 5. DRAWINGS ARE NOT TO BE SCALED, ONLY FIGURED DIMENSIONS ARE ATTIC NA TO BE USED. /z. . . o I 6. CONTRACTOR/OWNER TO VERIFY ANY GRADE CHANGES. CELLAR NA DISCREPANCIES WITH THE PLANS MUST BE BROUGHT TD THE ATTENTION = Ell } ;.,°'� ,:"� � :%� GARAGE 555 SQ. RENO.@EXIST. 2ND FL. o � o w OF THE ARCHITECT PRIOR TO STARTING THE WORK. r ~ DECK m o Q o o > a 7. CONTRACTOR/OWNER RESPONSIBLE FOR OBTAININ3 ALL REQUIRED ---- ---- NA L;; w o _ z INSPECTIONS. i' Q U w w 8. CONTRACTOR/OWNER IS TO VERIFY WITH THE UTILITY COMPANY THE _ --- _.. - c o cn � rY a L� LOCATION OF ANY PIPES, TANKS, OR UTILITIES THAT MAY BE IN CONTRACTOR CONSTRUCTION CONCEALED SPACES OR UNDERGROUND. IF ANY EXISTS THEY ARE TO BE -. WM T 7-8 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING 516-807-8118 00 THE WORK. 9. CONTRACTOR/OWNER SHALL MAINTAIN WORKMAN'S COMPENSATION ' := SURVEYOR: JOHN EHLERS LAND SURVEYOR INSURANCE AS REQUIRED BY THE TOWN. ' ��� ;• - - 6 EAST MAIN STREET (n `- 10. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS RIVERHEAD NY 11901 W CONTROLLED INSPECTION BY OTHERS I 631-369-8288 O > m F- O cal _ 00 DRAFTING/PERMITS: JOAN CHAMBERS U FRAMING - - -- ,; JI --�_ PO BOX 49 N W W � I SOUTHOLD NY 11971 1. / _ 631-294-4241 JOIST RAFTER SPACING 0-5/ J - { y GIVEN - z z VERIFYSIZ S WITHARCH TECT IIFCT F HERS SPECIES OR GRADES ARE USED. / Tl �I _ DIA. �t I TW -D U 2. G-P LAM LVL 2.OE RIDGE BEAM BY GEORGIA PACIFIC CORP. (DIR-E 39-2588) OR EQUAL.. SEE DWG'S FOR SIZE AND LOCATION. --- - - -- '/ OCTOBER 8 2 015 Q -3: 00 FASTENERS: 16d COMMON NAILS & 1/2" BOLTS. HANGERS BY SIMPSON / /' ''LL /�// + OCTOBER 25, 2015 W �� -- ----- - j OCTOBER 28, 2015 Q 3. PROVIDE CONTINUOUS 2X6 TREATED SILL PLATE OVER TERMITE - - NOVEMBER 2, 2015 SHIELD - TIED INTO FOUNDATION WALLS WITH 5/8" DIA. SSTB28 ' j GALVANIZED ANCHORS BOLTS W/ 3" S.S. WASHERS @ 68" O.C. REVISED FOR FINAL 7. 13. 16 ( 12" MAX. FROM ALL CORNERS) WITH 15" EMBEDMENT. GROUT SILL PLATE TO FOUNDATION WALL. - ®PEN,ft&CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE- � STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE EXISTING GARAGE EXISTING RESIDENCE c��RED �� BREEZEWAY ADDITION A- 100 NOTES 30/-0„ 5. PROVIDE DIAGONAL BRACING, CONTINUOUS LATERAL BRACING AND A- 101 FLOOR PLANS, FOUNDATION PLAN i 1 GABLE END BRACING AS SHOWN ON PLAN. 6. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN P-201 ELEVATIONS 1 IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY F -301 SECTIONS T �.PRIOR TO ITS DELIVERY AT THE SITE. I � �, TABLE Rw3L.3 mwmLm LetweanLY anTrummu 3116E L xmm ti pmmdx pursquairm(1aM _- ---_____ ________ ____ _- _ -__-_____THERMAL & MOISTURE PROTE TI N 1 PROVIDE TWO LAYERS OF 15# ASPHALT SATURATED FELT USE tl��►r� :. BUILDING PAPER OVER PLYWOOD AT ROOF AND EXTERIOR SHEATHING Atticswfth hmited 20 JOIST TO SILL OR GIRDER, TOE NAIL ( 4-8d / - UNLESS OTHERWISE NOTED. 3'-0" MIN. Its 1�f1 1QItlt bDT �b ------------------------------------ -------------------- ---------------- -------_..._._--_-_------------------ --... 2. PROVIDE WEATHER WATCH & ICE SHIELD MEMBRANE - e 40 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2 8d ! ALONG ALL ROOF PERIMETER. 2 S TAPLES, 1 3/4 3. PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS ��� ---- --- -- - / om; 60 -- --- ---- - -- - ---- ---- -- - - ---- --- -- --- --- ._._ .... ---.-.... . AT JUNCTION WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR re � 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 16d y -- - - L C N _... . - _ _... ._ .._. I MATERIALS MEET. Brid 20 _.! .. . ..._.. .. .- _ d i SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16'o.c. �! 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY 3uardralls In-MI cppn oxjj& 50' TOP OR SOLE PLATE TO STUD, END NAIL 2-16d CONSERVATION CONSTRUCTION CODE - LATEST EDITION. e a _ gel �vehide es 5� STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d 5. THIS PROJECT IS DESIGNED ACCORDING TO 2010 BUILDING CODE ��er ®n�?e )rbg - - - -_... - --- -----_.Zoorns - - - - - - -- -- - - - I I OF NEW YORK STATE, 2010 RESIDENTIAL CODE OF NEW YORK STATE DOUBLE STUDS, FACE NAIL I 2 16d 24"o.c. 1 10d �I AND THE 2010 ENERGY CONSERVATION CONSTRUCTIONCODE OF NEW 1eeptn!g riDOrFkg D ___. _.._ -OUBLE TOP PLATES_ FACE NAIL 24"o.c. ---- - YORK STATE. � � SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16"o c. - -------------- - -- --- - ----- -- -- -- -------- DOCELNAILTOP INPLATES, LAPPEDAREA MINIMUM 48-INCH -OFFSET OF END-JOINTS, - I I TABLEJU[1IL..7 ALLOWABLE 13EE71XCT.�CM OF MEMB CONSTRUCTION NOTES -- - - - - - i BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL j 3-8d - : --- ------------------------------------------ - ----------------------- --- - ._.._._._.... -------------- -------------------------- ...-.... - - - ALLOWABLE ! RIM JOIST TO TOP PLATE, TOE NAIL i 8d 6"o.c. 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. .. . . 2. Poured concrete shall have a minimum psi of 3000 at 28 days unless noted. STRUCR)RAL MEMBER DEFLECTION TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 4-16d -- --- - ------ -- - -------- 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER v 16d 16"o.c. ALONG EACH EDGE copper termite sheild. �*afte �fa�►+Iflg greater than _ _ ___ _ __ __ _ 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 3112 with no finished calling U180 CONTINUED HEADER, TWO PIECES 16d 16"o.c. ALONG EACH EDGE rs specifications. - - -- --- - _. .. - -- -- -- --- -- - -- with the 2010 New York State Building Code and manufacture attached W rafters CEILING JOISTS TO PLATE, TOE NAIL 3-8d 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed _ CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d - 3.8. 16 u on by an engineer and certificates, shall be issued statin same. [� n0� Yl1 �IS K (ldpartitions 1 ��$ CEILING JOIST, LAPS OVER PARTITIONS FACE NAIL ------------------- - --- - - - -- ppg - -- ---- -- --- - - - --------- -- --- ------1 6. Unless oth6iwise noted all framing and structural wood components shall be G 0 3_10d - - Floors grad plastered callings I_'315f] -----_--_----_-----_--- -- -_- #2 or better Douglas Fir. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d - 7. All framing techniques and methods shall be as prescriptive design based on All other structural members 1_12 0 ` RAFTER -- --- T -O - IL--------- -- -- - - ----- - - ---- - - - _ --................... ...---_._....... ------------------------_ ------- I RAFTER TO PLATE, TOE NAIL 2-16d AF&P Wood Frame Construction Manual for One and two FamilyDwellings (WFCM) � i p�� � � � � - ------- - - - .................................. .. ......... . 9 Exterior I - - - - - or as specified in R301.2.1.1 � 2-8d - 8. All building envelope components shall comply withTHE 2010 Energy stucco finish 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 STAPLES, 1 3/ - ---------------------------------------------- ----------------- - ._...._.... ............. - - Conservation Code of the State of New 'York. - Exterior walls--wind loadsa with U 2-8d 9. Fireblocking shall be provided in all wood framed construction in accordance 1 'x6" SHEATHING TO EACH BEARING, FACE NAIL 2 STAPLES, 1 3/4 - with NYS Code R 602.8 to form an effective fire barrier between stories and brittle f nishes - - 2-8d - between the top story and roof space. Exterior walls-wirld loadsa w�1 } 1 'x8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES, 1 3/4 10. Protective panels shall be provided for glazed openings in accordance with - NYS code R301.2.1.2 if they are required. ;_-----_-.._---..--.--....._................. .___._._____..__-.__.. ._.. ..... . . ....... flexible finishes 3-8d - 11. All portions of the new structure are designed to comply with local geographic WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 4 STAPLES, 1 3/4 - and climatic criteria as stated in the following table. __-_ --.._-- ___-- -_ --------- --_- -. EXTERIOR WALLS - WIND LOADS W/ ,FLEXIBLE FINIS10 psf BUILT-UP CORNER STUDS 10d 24"o.c. GROUND SNOW LOAD - 20 PSF AS PER FIGURE R301.2(5) NAIL EACH LAYER AS 06 -_ FOLLOWS: 32"o.c. AT TOP w BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 10d AND BOTTOM AND Q w TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TAMH_II!4MML2.V4NA"+tTQ1IIAM STAG ERE TWO NAILS AT a z WIND SUBJECT TO DAMAGE FROM CpyUdL 'ENDS ANDAT EACH SP ICE. p ---................--------..._---....._......_._._..._.._-..._..-...-_.__.........._..._._....._.............._ . . ._ __._.....- .. ...._... .. _. ._.... .... . GROUND SEISMIC ICE SHIELD "' - ( l SNOW SPEED DESIGN UNDER- FLOOD WOW EASE I�� � � 2" PLANKS 2-16d AT EACH BEARING W w LOAD CATEGORY WEATHERING FROST LINE TERMITE DECOY LAYMENT HAZARDS yT�E FEFESTRATI N � MVAftb CElJA6 ? IZ9� ALL - IY -- - .................... -- - - l� - - (MPH) FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, 1 MILE PER HOUR = 1.609 krT-I 'ri z DEPTH REQUIRED sage � rva+� jr3aLve RJALvEf �' WUE MWILVE 8nrrm 91N�UE ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: _ ' � m O 20 PSF 120 C SEVERE 3-0' M - H S-rA YES No 035 �1. 3 38 13 f10g 14 10;1 $ 101135 TOE NAIL 4-16d - a. ALL NAILS AREISMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAM' AND LLI FACE NAIL 3-16d ( FRAMING Q �- z = w RATER TIES TO RAFTERS, FACE 3-8d - SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 ksi 5 1Mpa) f OR SHANK - _J (3 NOTE # 1 ..._ ... _-. _ _ ___ ___ _ ................_____ -______ __-__ - ___ __ __ ___-_ _-_ _ -_ _ - ---- - -- - ....- - DAMETER OF ND 100 ksi .192M (a 0d COMMON NKNAIL), 90 K& 1620 Mpa) FOR SHANK DIAMETER`i LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", Q NAILING/FASTENER SCHEDULE ANCHOR BOLTS:(a) M,,X. SPACING OF THE A ( p ) S OF 0.142" OR LESS (n 'n _....................._........_...........__._.._._.__._.-..-........_.__...-....___..._.... ... _ .. _ _ .. .._ _. ._ _.__........._._..._...._... ..._-_ ._._.._ ...._ _ .. . b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIUMUM 7/16 - INCH ON DIAMETER CRC'vVN WIDTH W Q v v J -RIDGE STRAP: SIMPSON LSTA3o ACCORDANCE WITH T.' HOR3 BOLT W.F.C.M. ------------..----...-_--. - _ -, , - �Y 0 I-' C7 z SHALL BE INSTALLED N STANecT o5/8" ANCHOR BOLTS S 33" C 5/16 - 1/2 6d COMMON NAIL (SUBFLOOR, WALL) 6 12g LL J LLI 2:001 (b):15" MIN. AfJ', _ - _. __ _ - _. ...... c• NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPO-, IS WHERE SPANS ARE 48 INCHES OR GREATER p EACH PAIR OF OPPOSING RAFTERS .............__.____._.._ - PER 3.2.5 OF WFCM 2001 EMBEDMENT INTO CMU FOUNDATION WALLS, 19/32 - 1 8d COMMON NAIL (ROOF) f ( 6 12g I O O U N ACCORDANCE WITH SECTIONS 3.2.1.7. ! - -- - ---------------------------------------------------------- ------- - - ------------------------ - -- - -------- -- - -- - - - : i- -- - --- - .._ .._ ._ _._._. - 0 1 1/8 - 1 1/4 10d COMMON NAIL j 6 12 d. FOUR-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VER !CALLY O p O 8D COMMOr1 @ s oc @ 4-o PERIMETER zordE AND 3.2.2.3., (c): ANCHOR BOLTS MUST BE _- = _ i 8D COMMON @ 12 oc @ PANEL FIELD PROVIDED WITH 3" SCJARE WASHERS, IN 1-1/2}' 8d COMMON NAIL ( 3 J. 6 J. e. SPACING OF FASTEN RS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 'J6O2.3 1 W ^�1 O } 8D COMMOrI @ GABLE ENDWALL RAKE .. - -__.. - .___. .... ( ) \ V PEFER TO TABLE a 8 WFCM - sBC ACCORDANCE WITH SECTION 3.2.2.3., (d) --- - - - -------------------------------- //-___--_-.__________-_--_-____-___ ___._____ ____ u` ANCHOR 2B0 FROM THE(I SO TO BE'END OF EACH ACEDPLATE f FOR L S SHALL BE US'-D FOR ATTACHING PLYWOOD O �z w 00 \ SECTOION IN ACCORDANCE WITH SECTION / 1 c,e HEIGHT WOOD NSTRUCTURA BASIC WIND SPEED O THING TOhFRAMING M NRMUM 48FORMEDIS ANCE FROM GABLE END WALLS, IF MEAN ROOF `" W ------- PROVIDE a - 10o COMMON NAILS -----. -- -- _-.-.._-- -------_. _._..._. .. -._. _ I _._ ... _ EIGHT IS MORE THAN 2� FEET, UP TO 3 FEET MAXIMUM EACH END of COLLAR rlEs TYP. 3.2.1.7• 1/2" REGULAR CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL 6d X m 1/2" PLYWD. SHEATHING SIMPSON H7z HURRICANE TIES sD COMMON @ 8- oc EDGE FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga 1 1/2 LONG 3 6 g. FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACFIi!G WOOD STRUCTURAL PANEL ROOF SHEATHING TO w Lu CONNECTING RAFTERS TO sD COMMON @ s oc FIELD PROVIDE PRESSURE TF'EATED LUMBER FOR GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC 'WIND SPEED IS GREATER THAN 100 mph, NAILS FOR Q TOP PLATES @ EACH RAFTER ALL STRUCTURAL MEI,,I3ERS IN CONTACT 1 1 2 GALVANIZED ROOFING NAIL 8d III _ 1/2" STRUCTURAL CELLULOSIC / ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACES 6 INCHES ON CENTER FOR MINIMUM 48-inch DISTANCE w w WITH THE CONCRETE DR WITH THE FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga 1 1/2 LONG 3 6 FROM RIDGE EAVES AND GABLE END WALL AND 4 INCHES ON CENTER TO GABLE `__ND WALL FRAMING' RAMING z PR VIDE slMPsol, LPra OR GROUND, IN ACCORDANCE WITH R319.1. -_ -- ____ _._..._.. ..... _---- ___--_-- - ...____ - --_.-.-- --; _._-... -_-._._ .-.. .-- ----_._-. _------- ----_--._..-- -. . -- - - p o S S EQUIVALENT TO TIF RIM BOARD 25 32 STRUCTURAL CELLULOSIC 1 3 4 GALVANIZED ROOFING NAIL 8d U 0 To DOUBLE PLATE TYR. FIBERBOARD SHEATHING 1 C1 /N NAIL STAPLE O ga 1 AIL LONG 3 6 h• GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD Q { -- . ._. _. SHEATHING SHALL CONFORM TO ASTM C 208 1 1/2 GALVANIZED ROOFING NAIL; " i• SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL PROVIDE SIMPSON Hs OR 6d COMMON NAIL; STAPLE GALVANIZED, ! 4 g FQuivILANr TO TIE WALL sTuos FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY OF BOTH FLOORS To PLATE a TEMPORARY OR I-'ERMANENT 1 1/2 LONG; 1 1/4 SCREWS, TYPE W OR S ---------------------------------------' ----------------- - ---- -..............._... - ---- -_._... -.-...._..----- - -- ----------- -- -- ---- ------- - PERIMETERS BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO BAND JOIST @ 1s• Oc r 1/2 GYPSUM SHEATHING FRAMING MEMBERS R CON PLANE INSTALLATION / FRAMING BM EMBERSASH BEEREQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER PROVIDE SIMPSON H6 OR I '�, EQUIVALENT TO TIE WALL sruos BRACING S THE iESPONSBILTY 1 3/4 GALVANIZED ROOFING NAIL; oc T PTE a BAND �oisr @ OF THE INSTALLS_ R. TEMPORARY 8d COMMON NAIL; STAPLE GALVANIZED, 4 g SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING �• 820 OLD SALT RD. BRACING SHOULi: REMAIN IN 1 5/8 LONG; 1 5/8 SCREWS, TYPE w OR j L PLACE AS LO�.G AS NECESSARY 5/8 GYPSUM SHEATHING ZIP SYSTEM R SHEATHING WALLS: ALL SEAMS BTWEEN PANELS USED TO RESIST LAT'-RAL LOADS MUST BE BACKED BY SOLID WOOD FRAMING. MAT - _. .. - - TITUCK N.Y. PLYWD. FLOOR SHEATHII IG THE PANELS SHOULD BE INSTALLED WITH MIN. 0.131" SHANK NAILS MINIMUM 1-1 2" EMBEDEMENT INTO WOOD STUDS SPACED AT 3" O.C. ON 8D COMI,ION @ s" OC EDGE FOR THE SATE ND ACCEPTABLE / ) 8D COMMON @ 12" oC FIELD COMPLETION OF THE ROOF OR PANEL EDGES AND 6" O.C. IN THE FIELD OF THE PANEL. REFER TO ZIP SYSTEM R SHEATHING INSTALLATION MANUAL. LsrA 18 UPLIFT STRAP r REMAIN IN PLACE PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION FLOOR AND v AY 3 4. AN.. LESS------------------------------------ --.._..- -- - --- ---- ---- -....... .._.._..A_------- ------- ---------... - - PLATE WASHER, NUT & ANCH j W/ 4-8d COMMON NAILS @ EACH END. AFTER INSTALLEDP RM�\N'��iT BRACING S • - 1 6 12 BOLT TO TIE SILL PLATE TOr ... .._._.._. ._ _ ....I .. .. ..... ... . . ... .. .. .. MASONRY FOUNDATION TYP 6d DEFORMED NAIL OR 8d COMMON N L I A - 100 6•-0" oc FOR 1 STORY, T-0" FOR 7/8 - 1 I8d DEFORMED NAIL OR 8d COMMON NAIL 6 12 2 STORIES. 12•• FROM CORNERS & -----OPENINGS _____.__.__. _. �� -_ _- __- 1 1/8 - 1 1/4 __ .__ .....____.__.__._ 12" DEEP. 8d DEFORMED NAIL OR 1Od 6 1 OF 4 - - - . COMMON NAIL - -------------- I NOTES 1 . THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, W.F.C.M. 2011 , NFPA 70 STANDARD, "THE NATIONAL ELECTRICAL CODE", THE ZONING CODE OF THE TOWN OF SOUTHOLD. co w 2. FOOTINGS SHALL BEAR ON A MINIMUM SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FT. z " o 3. COMPRESSIVE STRENGTH OF CONCRETE MUST ° w o [FF BE A MINIMUM OF 3000 PSF AND MUST HAVE 5% 52 o z o EXIST. SHED TO 7% AIR ENTRAPMENT IN ACCORDANCE WITH ° Lv � � 0 z Q w J Ln Ln (Y SECTION AND TABLE R402.2 OF THE RESIDENTIAL c o N tY Q U W w 01 - - -- --- -- CODE OF NEW YOR K STATE. 4. PROVIDE STRAPPINGS FOR WINDOW AND j DOOR OPENINGS TO COMPLY WITH W.F.C.M. 2001 : 00 RAFTERS TO CRIPPLES TO TOP PLATES, CRIPPLES y 18'-7�� TO HEADERS, AT BOTH ENDS OF JACK AND KING LLJ o L—____. STUDS. 0 > 00 a / \- D0 Cw7 24'-5" J / x Q FINISH EXIST. 2ND FL. OF GARAGE W/ 1/2" GYP.BD. C7 EXIST. GARAGE N j JJ LLB O @ WALLS & CEIL. O ADD HARDWOOD FIN. FLOOR Q �J �— N ( x H z z Q0 x x w HOME THEATER w U A l � Z � Q 00 0 O � Ln Q W l EXIST. 2x10 & 2x8 ROOF RAFTERS i EXIST. 2X12 @ 12" OC FL. JOISTS ABOVE O ADD 2X6 @ 16" OC CE'L. JO'STS @ 9'-6" LL > O N (� LL O o I �5/8" FIRE-RATED GYP. BRD. @CEIL. � ELECTRIC SYMBOLS SYMBOLS & COMMON WALLS 0 j 36" RAILING C�,GJ )J.Ki',, O �R RECESSED CEIL. FIX. EXIST. WALLHVAC 4�!'t,\� w RETURN P <\ — O n < D� DOOR OPER. SWITCH _ _ DEMO. WALL '~ x Q x 5'-6� c9 1 HOUR FIRE-RATED, INSULATED, w = SELF CLOSING DOOR O / // // // // O+ DIJ 10 SE S @ j�2-2x,z HEADER - _ -_ -- J ti 6 7- /2" F` REC. FAN & LIGHT l NEW WALL C`) N STEEL COL. TO FTG. SWITCH j 'r�; =' ADD INSUL. @ n, w /� // �� /� /� // o FWD Rtii_ ~ WALL SCONCE 0� WALL TYPE F w l N HALF WA L I D 4 S.. 6: U 10 PIS IRS v =O M' TOP OF EE DOOR NUMBER 7- /z" cLosET/ 2 CEIL. 3 GFI GROUND FAULT OUTLET 3 o BELOW 2 RAIL �' OAK T EA s � SWITCH OPER. DUPLEX �1 i WINDOW TYPE 3 0 \ _--__ — _ -- _ _ _ _ _ — — — ----- - -__ — UNDER CAB. FIXTURE MW-011 MILL WORK NUMBER OPEN RAIL SET BACK NEW WALL ( ) 32" 13'-1 14" 2 3., �\ - V � � 3 � � APPLIANCE OUTLET I < F-01 ,� FLOOR FINISH NUMBER �/ -= C-01 FLOOR FINISH NUMBER j ROOF OF BREEZEWAY BELOW jw / W = w QUAD OUTLET S SMOKE DETECTOR �1 � APPLIANCE NUMBER 2 / NEW HARDWOOD FLOORING 2 � CO2 DETECTOR 006' PLUMBING FIXTURE To MATCH EXISTING SECOND FLOOR PLAN OF PROPOSED RENOVATION @ EXIST. GARAGE �� J 1 /4" = 1�-0�� CEIL. FIX. II I ��' � SECTION MARK 5 74 O REV. 6.13. 16 �' EXTERIOR ELEVATION W u I ELEVATION MARK 8'-44" _._............ -- - VERIFY L W/ G C INTERIOR ELEVATION STONE FLOOR J LOCATION SIO E a // // // / O ON MORTAR z iPOUR CONCADD TWO E FTGSXTO RE-USE STRUCTURnL POSTS & HEADERS FROM EXIST. LL] �Iv SUPPORT NEW STAIR HEADER/ FROIJT ENTRY �' O ��,2X8''@16 CC DIECK 'JpISFS — w o EXISTING GARAGE FOUNDATION m ADD 1 2" FIXED LITE = oN p 2 3/ C7' @ EA. SIDE OF DOOR > a NEW ENTRY STEP & STOOP IY F Q TO MATCH EXIST. w' j o I w w RE-USE',3'-0"X6'-8" FR.DR.� o w I —GRADE (GARAGE SLAB) = 0.0" 3„ —SET BACK NEW WALL REVISED FOR FINAL 7. 13. 16 o'r IN J W I TOP F F'i I. IT. � I O O FL. ADDITION 32.10" i � STORM DOOR � @ I FULL LITE STO r> & U U I O O x ' U o m FIN. FL. @ ADDITION TO ALIGN W/ EXIST FL. ;Q FROM EXIST. ENTRY w > TOP OF FOUND. WALL @ ADDITION = .17.5" RE-USE BRICK PAVERS j p p O VERIFY THESE DIMENSIONS W/ G.C. ON SITE DI JJ 2 ISE S N U) h N 0 o 3 @ i X Q 14'-64„ I ' 2 ' 2 ? I I I J 242'X8 HEAAR N x W I� — I v I 8'-42' j -- - - 2X4 @ 16" OC COLLAR TIES 1 2X8 @ 16" OC!ROOF RAFTERS 8" THICK POUR. CONC. WALL 1 ON 16"X8" CONT. CONC. FTG. 71.,. c ADD 2 NEW WINDOWS �� 4 // O jTO MATCH MUDRM. / \� 2'-0"�r POUR. CGIIC. SLAB W NORTH ELEV. o0o /WINDOW ON ON O TYP. HEADW11�1471 14 N NEW HARDWOOD FLOORING J x TO MATCH EXISTING L o2S co m I °? W w 00 7 r � = N Q W ;7 (o w G� FI r N _D O _ F W d W N r� 0 LLJ w N N U a X `1 W //// X - W REMOVE' EXIST. WINDOWS- F w N LL L 0 z Q _1It 0 - CL m � � w z = w Q NEW 3 11-1/2" 1-3/4" LVL DROPPED HEADER J p J C7 ON 3-1/2" DIA. T. COLS. TO MASONRY FOUND. Lu O p O w w Q O rcUQam > �JJ I II I I II W U NEW BREEZEWAY FLOOR TO Q U O z ALIGN W/ EXIST. N \� I— O Z W Z ILL Ir O O O0 a I z O oCf) 1 8'-11z' ;' W O ~ V J w `/j EXIST. MUDRM. & LAUNDRY = EXIST. LIV. RM. EXIST. KITCHEN w 2-0„ N LL Q z L- — O 00 � LLl N W J EXIST. SIDE ENTRY m _ V X m W 0 W w Lu I > = 0 o'-„z„ Q O 2 - 3-1/2" ST. COLS FROM HEADER SUPPORT ABOVE - TO BEAR ON EXIST. MASONRY FOUND. I EXIST. HOUSE FOUNDATION ( CELLAR) 820 OLD SALT RD. MATTITUCK N.Y. FIRST FLOOR PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE FOUNDATION PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1 /4" = V-0" - 101 REV. 6. 13. 160 REV. 6. 13. 16 2 OF 4 j j w / CDLo p N } [) O m .. ........... ..... .. ....... - ...,... ..... C Q Z W W p Of Q U W W d J EXIST. DORMER /;' ' FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. EXISTING WINDOWS - NO CHANGESDE i i' zz i i NEW EIJTRY ROOF T �� 0 > 00 MATCIi EXISTING Q - -- .......... / m O 00 RE-USE EXIST. N W W STRUCTURAL / RE-USE f XIS . Z EXIST. DOOF 0 ........... / � TW 2846 TW 2846;,� 0 1 Ln DIA. / NEW 12" WINDOW/ / SIDE LITES / T -- _ j� /i i% / �/ VINYL SIDING, CORN R BOA R P 1 TO MATCH EXISTING EXIST. GARAGE DOORS EXIST. GARkGF DOORS NO C N ES NO CHAN ES T. . SLAB �? X��J.KAZO EXISTING HOUSE EXISTING GARAGE '' Ate,r4 }Fy BREEZEWAY ADDITION t} 30'-0" r °jr��es WEST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE Q 1 /4" = 1'-0" REV. 6. 13.16 �i I I z ...... _ ............... - - -- 0 - -------._.... ui w EXIST. DORMER d Z— - - FIBERGLASS/ASPHALT SHIIJGLES TO MATCH EXIST. _ W W � � EXISTING WINDOWS - NO CHANGES ( 1 Q LU 0(n LLJ w I LLJ j Q 0 0 -- -- z ~ ° ° cry - - F o � n VINYL SIDING, CORNER BOARDS & TRIM -- � (V � � Q TW 2832 TO MATCH EXISTING 00 C 0 Z LLJ ..............______- -._.. ----- .. N N Q LU J LW2]052 WJO5 LW05 - - U ~ w Li Li - - . . ..............------ w Q W --- ~ T ~O. FIN. FL. ILL!---- LLJ z 0 -� N ILL T.O. SLAB I__L EXISTING HOUSE EXISTING GARAGE BREEZEWAY ADDITION 820 OLD SALT RD. 30'-0" EAST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE MATTITUCK N.Y. 1 /4" = 1'-0" A — 20 1 REVISED FOR FINAL 7. 13. 16 3 OF 4 NOTES 1 . ANCHOR BOLTS: a. MAX. SPACING OF THE 1 /2" DIA. ANCHOR BOLTS IS 30" IN ACCORDANCE WITH TABLE 3.28 OF W.F.C.M. 2001 . b. 7" MIN. ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION WALLS IN ACCORDANCE WITH SECTIONS 3.2. 1 .7. AND 3.2.2.3. c. ANCHOR BOLTS MUST BE PROVIDED WITH z °° ILL!o Ir F 3" SQUARE WASHERS IN ACCORDANCE WITH Ji m o 0 co SECTION 3.2.2.3. m co �r z w o o 0 Z d. ANCHOR BOLTS ARE ALSO TO BE PLACED 6 < Q < w w CL Li ' �" TO 12" FROM THE END OF EACH PLATE SECTION Q IN ACCORDANCE WITH SECTION 3.2. 1 .7 2. PROVIDE PRESSURE TREATED LUMBER FOR fir00 ALL STRUCTURAL MEMBERS IN CONTACT WITH — _-- RIDGE STRAP - SIMPSON LSTA30 THE GROUND IN ACCORDANCE WITH R319. 1 u� SHALL BE INSTALLED TO CONNECT LLJ EACH PAIR OF OPPOS'NG RAFTERS �� > PER 3.2.5 OF WFCM 2001 —7 O O Q co SIMPSON H? HURRICANE TIES EXIST. EXIST. CONNECTING RAFTERS TO TOP M WINDOW �_ WINDOW PLATES TO STUDS @ EACH RAFTER REVISED FOR FINAL 7. 13. 16 =) U U > CE � FIE LT SHINGf_ TO MATCH EXIST. D % W W ROOFING FELT 12 \y -- \/.. / i Q f—PLYWD. SHEATHING 7 /�. TRAY CEIL. " ., W EXISTING % �. `:_ / Q0 2X8 @ 16"OC ROOF RAFTERS // .� \. ADJ. ROOF SLOPE TO T Z z R-30 SPRAY INSUL /' � ACCOMODATE DORMER \ f lL 1/2" GYP. BD. @ INT. / �- .� uJ _D I Uo DROPPED HEADER BEYOND J V - - - - - - - �— \\`\y _D Q 0 � EXISTING WINDOWS �� 0 ROOF AVER _ VINYL_SIDING TO_MATCH EXIST,- I W TYVEK HOUSE WRAP �J/ � JUL ® _. 2X4 @ 16R-o5 SPRAY WISUL' �I 1f2" PLYWD. A HI ! ci KIT. �. . EXIST. -- .-.. _......... 1/2" GYP. BD. @ IfJT. °i OPEN TO BE ONIDV. RM I WIND W EXIST. WINDOW --- I _.. ..................-.._._------ - .... _ _ - (�: ElD T.O. EXIST. FL. .e� __ .._ .. . ..._ STONE TILE - �c 1/2" BEDDING COMPOUND T.O. NEW FL. TO ALIGPJ ` - - - { i.' 1-1/2" MASONRY W/RADIANT HEAT `' ---------------------------- -._._. RIGID -- --- ------ _ _-._.....__ -_ - _- ------ ... ._......_CLOSED CELL lPJSUL i 1 " ANCHOR BOLTS SEE N TE 8" POUR. CONIC. FOUNDAT!QN SOLID CONC. @ BOLT LOCATIONS o 8 D — [ 16" X 8" CONT. POUR. CONC. FTG. @ 3'-O" BELOW GRADE SECTION # 1 THRU BREEZEWAY ADDITION — LOOKING SOUTH 1 /4" = 1'-011 REV. 6.13.16 �I I EXIST. EACH PAIR S OPPOSING CONNECT � _ -_ 2X6"@ 16" CC CEIL. JOISTS \R�� RIDGE STRAP: SIMPSON L SHALL AI INSTALLED TO Sj f-- - �\\ NG RAFTERS PER 3.2.5 OF W.F.C.M. 2001 \\ - . . . _ FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. Z F+ EXIST. GARAGE ��,_ ROOFING FELT 1/2" CDX PLYWD. SHEATHING - J' -- -- - \�-- RIDGE V P 2X8 @ 16"OC ROOF RAFTERS R-38 SPRY @ 1� 2-2X12 CONT. RYDG � / � SUL /1/2" 'GYP' INT.�� \ 2-2X4 COLLAR \O� TW 2036 TIES @ 16" \\` SIMPSON H7Z HURRICANE TIES - SHOWER \�q� \ \ nn -- l� CONNECTING RAFTERS TO TOP n TTOLC DE 2PJD FL. PLATES TO STUDS @ EACH RAFTER W NEW PWD. RM. WINDOW /! `- -- HALF WALL U W - --- __---- ---.._- ------:" VENT � �- —ROOF OVERHANG,SOFFIT AND TRIM TO MATCH EXIST. //j - O j SIMPSON H7Z HURRICANE TIES .. CONNECTING RAFTERS TO TOP VINYL SIDING TO MATCH EXIST. % 0 J PLATES TO STUDS @ EACH RAFTER / \ TYVEK HOUSE WRAP _ - /y co W - 1/2 PLYWD. SHEATHING --- ` 2X4 @ 16" OC STUD WALL i '-—`` EXIST. 2X 1 2 @ 1 2" OC l I\ IF Q O - NEW GUTTERS TO OPEN R-15 SPRAY IfJSUL% �� ------__ --- - ------ ---- -- ----- ----- --- `\ Z = W Q - - -----NEW WALL W� .................._EXIST_.DRYWELL-__.._____--VENT RAIL T DE 1/2" GYP. BD. @ INT. NEW 2-2X12 STAR HEADERQ Q ui SYSTEM O CO STAIR ° FIRE-RATED DOOR I, LANDING TO EXIST. UNHEATED ALL COMMON WALLS Q W Q GARAGE TO BE FIN. W/ 5/8" ( l (� STONE TILE _ - FIRE-RATED GYP.BD. v BEYOND � � I` N 1/2" BEDDING COMPOUND ui U - - --- _. / EXIST. WALL TO W /1-1/2" MASONRY W/RADIANT HEAT/ Q W _ 4" SLAB/ // / / / Z LL RIDGID INSULATION TOP OF FL J Z ALIGN W/ j 0 � O � - - - --- `EXIST. HSE. FL. / L A 18 UPLIFT STRAP CONNECTION---------\ WALL TO FOUNDATION-W/4-8d LSTA 18 UPLIFT STRAP CONNECTION if O 00 ' ^ COMMON NAILS @ EACH END _ WALL TO FOUNDATION W/ 4-8d W O J r-------- - COMMON NAILS @ EACH END O } -- - 1/2" ANCHOR BOLTS - / 00 _ 8" POUR. CONC. FOUNDATION Z W N Z W Q SOLID CONC. @ BOLT LOCATIONS // O LU W J 16" X 8" CONT. POUR. CONC. FTG. @ 3'-O" BELOW GRADE -- ( > W v _ m EXIST. GARAGE FOUND. X W 0 W Z O 0 J SECTION #2 THRU BREEZEWAY ADDITION — LOOKING NORTH SECTION #3 THRU GARAGE BATH & STAIRS — LOOKING NORTH ILL 1/4" = 1'-0" _ 1 /4" 1'— " REV. 6. 13. 16 820 OLD SALT RD. MATTITUCK N.Y. A - 301 4OF4