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HomeMy WebLinkAbout41199-Z Q04OfFG'4 Town of Southold 10/2/2017 C P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39224 Date: 9/19/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 805 West Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/29/2016 pursuant to which Building Permit No. 41199 dated 12/1/2016 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: ALTERATIONS TO AN EXISTING ACCESSORY GARAGE PER ZBA DECISION#6893, DATED 10-06-2016, AS APPLIED FOR Note: Corrected.on 10/02/2017 for ZBA decision date The certificate is issued to Kofinas Alex 2011 GST Ex Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41199 09-05-2017 PLUMBERS CERTIFICATION DATED th ed Signature Town of Southold 9/19/2017 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39224 Date: 9/19/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 805 West Rd., Cutchogue SCTM#: 473889 See/Block/Lot: 110.-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/29/2016 pursuant to which Building Permit No. 41199 dated 12/1/2016 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: ALTERATIONS TO AN EXISTING ACCESSORY GARAGE PER ZBA DECISION#6893, DATED 10-09-2016, AS APPLIED FOR The certificate is issued to Kofinas Alex 2011 GST Ex Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41199 09-05-2017 PLUMBERS CERTIFICATION DATED i 0 ed Signature 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#: 41199 Date: 12/1/2016 Permission is hereby granted to: Kofinas Alex 2011 GST Ex Trt 86 Abbey Rd Manhasset, NY 11030 To: construct alterations to existing accessory garage as applied for per ZBA approval. At premises located at: 805 West Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 110.4-4 Pursuant to application dated 11/29/2016 and approved by the Building Inspector. To expire on 6/2/2018. Fees: ACCESSORY $130.40 CO -ACCESSORY BUILDING $50.00 Total: $180.40 Builector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date.—1 / / 7— I,:q//(/, New Construction: Old or Pre-existing Building: (check one) Location of Property: T House No. Street HqW4et Owner or Owners of Property: k o N i i as Suffolk County Tax Map No 1000, Section f (D Block Lot - Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applica ature pf SOU�y®�® Town Hall Annex Telephone(631)765-1802 54375 Mam Road C00- Fax(631)765-9502 P.O.Box 1179 ® �� roger.riche rKED-town.southold.ny.us Southold,NY 11971-0959 OWN, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kofinas Address: 805 West Road city:Cutchogue st: New York zip: 11935 Building Permit#: 41 199 Section: 110 Block: 7 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks - Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: " Detached Garage" Notes. Inspector Signature: Date: September 5, 2017 0-Cert Electrical Compliance Form.xls OE SOUIyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRYING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . - [ ] ELECTRICAL (FINAL) e REMARKS: , L. NV �4 1 1 V I Ct4-64k A-elD 'W' 0� atni'm 0 ic: nc, �Avlv. to pv, o �7 Fivin DATE H C�' �7' INSPECTOR ` &OF SO�jyOlio N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]00' SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i v .�iwv�l-(- ISkwlv4 > 5414K 4%Vomr DATE INSPECTOR SO(¢�olo N o (OK 0 MV,Nc� (� C - l TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR `vim#mac '��+n �� s.1� +"►-*� � �' k• 1 ' s "F1.: � y• L 1 r _ •+, M ` t • � 11► i ► -' yam,.�• � t F JNS Bill Zournas AS Contracting • RTE 25A Wading River, FIELD INSPECTION REPORT DATE COMMENTS • ►ti FOUNDATION (IST) H ------------------------------------ FOUNDATION (2ND) z S o Vi _lAq bit ° wog► i I `rv( o ' ✓ Cvn�n Via•✓ v � �✓dot,• ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. ' STATE ENERGY CODE IMUS9 t . clop • Q 1/1 I-MAE, YVyn by �o ✓ r�411) rrVrn 1 FINAL b Cr 'c tfi�✓� IL ADDITIONAL COMMENTS o vI * z Iva aMMA&d P(M-0 1111 11 m o C'pa i,fi— rn r � ' l O d b H TOWN OF SOUTHOLD UILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT o you have or need the following,before applying? TOWN HALL Board.of Health. SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 NOV 2 9 2016 Planning Board approval FAX: (631) 765-9502 J ' Survey South oldTown.NorthFork.net PERMIT� `7 Check Septic Form TOWN OF S® ®LD N.Y.S.D.E.C. Trustees C.O.Application L' � Flood Permit Examined _ �—- ,20_ 1 �" II ` 1- !• �J f �� Single&Separate Storm-Water Assessment Form JUL L%, Contact: ApprovedMail to:A-// i�.�L . ,20 Disapproved a/c T„ �Z/�/!/,�/?J'/.��/J.�?e/ 1r/� r Phone: Expiration —20 Bui I ector AL APPLICATION lip 0-0-d o APPLICATION FOR BUILDING PERMIT Date J—UL.)/L!57 , 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 aBuilding'Permii tdthe applicant. Such'a permit` shall be kept on the premises available for inspection throughout the;work. e.No building shall'be occupied of used in whole or iri'pai-t for,ariy 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,datet If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspectorimay 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 fo`r 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. A"01 (Signature of applicant or name,if a corporation) AM,FZV�ivZAP I 'e1kee&A6q /Vy /19D1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder oe�g Name of owner of premises &6yAND�>2 (� a,(=G ,� /J✓/l� �� ��1'TS (As"on'the tax roll or latest-deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 6?L-A� 1.,/ rr House Number Street Hamlet County Tax Map No. 1000 Section l/D %+ ''i Block" _- ""' `5 `` " Lot" a� Subdivision Filed Map No. Lot K 2. State existing use aril occu ane of rem s s to d e nPoc c_ of ro osed construction: g p Y pY p p a. Existing use'and odcupancy 13L, ; r C R 'SOW b. Intended.use and occupancy y 5s/�✓�i�-L 3. Nature of work(check which'applicable):New B `$ � ddition Alteration Repair . Removal, De '1fff?A ter Work (Description) 4. Estimated Cost N, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling,units Alll� Number of dwelling units on each floor 4 i�I�ig If garage, number of cars .7–KV 0 2J JUL CIA 6. "If business,'commercial or mixed occupancy, specify nature and extent of each type of use. •7-' -Dimensions,of.l istin g structures, if any: Front l'9�2 y Rear 19�Z Depth Z® 14 Height Number of Stories Dimensions of,s • I with alterations or additions: Front 49/2� Rear 15? Depth q h eight 20'- 3'�ll�ll Number of Stories LV415 Z/2 8. Dimensions of entire new construction: Front r%9i�1��^'' r' 'Rear `, J-15?IZ-" Depth ZQ 1W� Height ZD"� !/ Number of Stories- 9. tories s . r 9. S,_ize of lot: Front A' 140 Rear j��L.'�b t Depth Zffg2 141 363-3 6 W� 10. Date of Purchase "- 'Narne 6f-Former Owner s, 11. Zone'or use district'ih which ppremises are situated 12. Does proposed coiistruction`,violate any„zoning"law,:ordinance or regulation? YES 13. Will lot be re-graded? YES NO, Wjl excess f 1Lbe removed from,prerriises?YES NO 4 G� 14. Names.of Owner'of premises( N� -Address: w !_. . :'Phone-No. Name.of Architect l?s?,C�1� f G,��' / , Z,;s 'µ `AddressA,,! i Phone-No` 6$1, Name ofContr`actor Address ��Phone`No." _ 15 a-As this pr'operty`within,100 fee{bfa tidal wetland`or a�`fr`eshwater'wetland? *YES'� 'NO * IF YES; SOUtHOLD TOWN TRUSTEES &D.LC PERIVII'f'!M Y'BE`REQUIRFI ; b. is this pr`ogerty'witfiin 306feei of a tidal wetland?.* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED.' 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.,Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFO Px� A, ll�J�.9�1G being duly sworn, deposes and'says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the - (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or.have performed the said work..and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that.the work-will be performed in the manner set forth in the application filed therewith. Sworn to before me this t; 151b day of 20 Notary P lic TRAMY L. DWYER Signature.of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 7, 2015 TO: Michael Kimack(Kofinas) 321 Riverside Drive Riverhead,NY 11901 Please take notice that your application dated July 15, 2015: For permit to construct alterations at: Location of property: 805 West Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 110 Block 7 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed alterations to this existing nonconforming accessorygarage, on a waterfront conforming 41,184 sq. ft. lot (39,966 sq. ft. buildable) in the Residential R-40 District is not permitted pursuant to Section 280-122 which states; "Nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use,provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." �Q � Authorized Signature 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:-October 15, 2015 TO: Michael Kimack(Kofinas) 321 Riverside Drive Riverhead,NY 11901 Please take notice that your application dated July 15, 2015: For permit to construct alterations to existing nonconforming accessory garage at: Location of property: 805 West Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 110 Block 7 Lot 4 Is returned herewith and disapproved on the following grounds: The proposed alterations to this existing nonconforming accessory garage, on a waterfront conforming 41,184 sq. ft.-lot(39,966 sq. ft. buildable) in the Residential R-40 District is not permitted pursuant to Section 280-122 which states; "Nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use,provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Authorized Sig tur 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 X\OUTF S 1 Southold Town Hall Leslie,Kanes,�Weisman,Chairperson O� yQI 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantes [ tic Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �O ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'YcouffN Southold,NY 11971 http://southoldtown.northfork.net D ZONING BOARD OF APPEALS RE _ VE® OCT TOWN OF SOUTHOLD 9 a 7� Tel.(631)765-1809•Fax (631)765-9064 Q 1 8(�G 16,� ggI"ING DEP' '. TOWN OF SOUTROMI)INGS,DELIBERATIONS AND DETERMINATION • MEETING: OCTOBER 6,2016 So thold Towyn Clerk ZBA FILE: 6893 NAME OF APPLICANT: Alexander Kofinas,as Trustee PROPERTY LOCATION: 805 West Road, Cutchogue SCTM# 1000-110-07-04 SEORA 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: Pursuant to the Suffolk County Administrative Code Sections A 14-14 to 23, referral of this application to the Suffolk County Department of Planning is not required. 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 subject property is a conforming 41,164 sq. ft. (39,966 sq. ft.buildable) parcel located in a R40 Zoning District. It is improved with a single family dwelling, accessory garage, an accessory in-ground swimming pool and an accessory pool house with an attached pergola. It has 140.00 feet of frontage on West Road, 285.32 feet along the east property line, 140.59 feet on Peconic Bay and 303.3 feet on the west property line as shown on the site plan (S-1)prepared by Mark Schwartz,RA, dated September 08,2015 BASIS OF APPLICATION: Request for Variance from Section 280-122 and the Building Inspector's October 15, 2015 Notice of Disapproval on an application for a building permit to construct alterations to an existing nonconforming accessory garage, which proposed alterations will create new nonconformance, located at 805 West Road (adj.to Peconic Bay) Cutchogue,NY SCTM# 1000-110-07-04 RELIEF REQUESTED: The applicant requests a variance to extend the existing gable roof, 4'-4" (4.333 feet) to the existing southern end wall,replacing an existing shed roof as shown on the architectural drawings, S-1, A-2,A- 4 and A-5 prepared by Mark Schwartz,R.A., all dated September 08,2015. ADDITIONAL INFORMATION: The parcel had previous variances granted under Appeal #6774 subject to conditions that were not met by the time the public hearing was conducted for this appeal on December 3, 2015. The Board made a Motion on December 3, 2015 to adjourn this hearing without a date until all conditions of Appeal #6774 are met and subject to receipt of information in order to conduct comparisons with other accessory garages located front yards within the neighborhood. Inforrmation on accessory garages in front yards in the subject neighborhood was received on December 7, 2015 and Certificates of Page 2,October 6,2016 #6,893,K�fmas SCTM No. 1000-110-7-4 Occupancy No: 38445, 38468, and 38446 were received on August 29, 2016 confirming compliance with all conditions in ZBA #6774 granted as amended and dated September 4, 2014. In addition, a personal inspection of the subject property was conducted by a member of the ZBA confirming compliance. The Board closed the hearing on September 15, 2016. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 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 &267-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 4'-4" extension of the gable roof to the southern wall of the existing garage will not be noticeable from the street. Additionally, there are other accessory garages in front yards in this neighborhood. 2. Town Law §267-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 existing garage exists in a nonconforming location therefore any proposed alterations will require a variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However;the proposed 4'-4" (4.333 feet) extension of the gable roof will replace an existing shed roof and will be unobtrusive. 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 §267-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 $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of extending the gable roof of an accessory garage, 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 Schneider, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, and shown on the architectural drawings, S-1, A-2, A-4 and A-5 prepared by Mark Schwartz,R.A., all dated September 08,2015. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Airy deviation fi Orn 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. a Page 3, October 6,2016 #6893,Kofmas, SCTM No. 1000-110-7-4 Any deviation from the variances)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 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), Schneider, Horning, Goehringer. (Member Dantes not present)This Resolution was duly adopted(4-0). enneth Schneider, Vice Chair Approved for filing/ r3/2016 o of SSep+- yo �R��o Telephone(631)7g6�5p1�802 P.O.Box 1179 • �Q roger.richeit(mT�W((j SpUtnOKJ.nV.uS ID D SEP. - 6 2017 BUIMING DEPARTMENT TOWN OF SOUTHOLD RTM A_IA-A�.1.lCA� f�.ON FOR ELECTRICAL INSPECTION ca S. (jC) REQUESTED BY- ij0GeXr yA.P00a.I Date: Company Name: ji vcc-1 Name: License No.: I Address: p, ` �8 :%WflXPI A , I Phone No.: JOBSITE INFORMATION: (*Indicates required information) On *Name: D *Address: *Cross Street: 'PDQ *'Phone No.: to aD i Permit No.: !1 l R T&-Map District: Section: no Block:_ Lot: • off_ *BRIEF DESCRIPTION OF WORK(Fleg, k Print Clearly) i i (Please Circle All That Apply) Is job ready for inspection: NO (Rough�16> Final *Do•you need a Temp Certificate: ! i . YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 340 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION (7® q `` 82-Request for Inspection Form Jarski, John From: JNS-Office <office@jnscontracting.com> Sent: Wednesday,June 14, 2017 2:54 PM To: Jarski,John Subject: 805 West Road Pictures John, Below are the pictures from the Kofinas Residence at 805 West Road in Cutchogue which you requested. Please let me know if you need anything further;thank you. 1 Pontino, Susan From: Pontino, Susan Sent: Thursday,July 13, 2017 9:52 AM To: 'Mark' Subject: RE: Kofinas - 805 West Rd Oh no sorry for the garage,that is the only open permit currently BP#41199 From: Mark[mailto:mksarchitect@optonline.net] Sent: Thursday, July 13, 2017 9:45 AM To: Pontino, Susan Subject: Re: Kofinas - 805 West Rd Yes I am...for the main house? They have garage alterations permit also I believe. Sent from my iPhone On Jul 13, 2017, at 9:28 AM, Pontino,Susan<susan.pontino@town.southold.nv.us>wrote: Are you still involved on this project. They had a final inspection and we need amended plans to include the bilco door and they need to apply for, pay and get an electrical inspection.... Susan Pontino Clerk/Typist Southold Town Building Department V J6 6k V i CARD DWI- a V* F---,5QUTH, 09fti ac REW RD STREET VILLAGE DISTRICT SUB. LOT ,2 FO E OWNR fR'M-( N E - r-k 0 W ACREAGE- � � ff,ro Kai 00. aAO K�'61-At OL S .4i TYPE OF BUILDING rA nkr 45 q54 RES. SEAS. FARM comm. IND. CB. VL. misc. LAND IMP. TOTAL DATE REMARKS/,/ • Z. lyullalat ,9 1101p -)-j'5-1erk -3I 0c) 700 4) 4 4) 0 6 I-"-3Y:2 &c a L Z 1114 6 9 0 - h-t r`-"V-'4---r�--4 a P- f 4 c-v W0 1 Ir 0 0 0 0 '1, r_,�f,' V I �. 7 0 " 1 ih-51oo- L)a4g!&D7 31- Ar 'ann. -h2 j2 BUIL C-G S-100 DINCA ND" 4 / - - �V 1-46 OQA 5rr20 3 /-2 A NEW 3.50ONSMAII F�/j90 YEL+.;;, AB VE /xvo /* Z1 b& Acre VAue jy6flC 6t, t?6d , -6 ,M- Tillable I Tillable 2 -7//g-1300 7e173 - E--leuv6r)��(10 Tillable 3 14 ih 2 Woodland Swampland in Q��o ck�–a ?0nN V)a Kne— 'd Brushland U., House Plot �� ��"'I-":. ..... sip-- ,,L w-•� 4 ���'- -.. . .- .. ■■■■�����■���������■■ ell MW INN min ETE Pie MEN �0��� 3 1. a ;'i t . 'n "moi �■■■■■■: 0 �• Bath oundation BasementInterior FinishExt. Walls , Fire Place ,I L •. r-� arch Rooms Ist Floor Rooms 2nd Floor Driveway , . , � , �•Llb r i t r .�.a� ■■■■■■■■■■■■■■■■11■"J■■■■■■■■■!i■ . . f ___ ■■■■■■■■■■■■■■■■�I■■■■■■■■■■��� lt' � 77 9 " _ ;`, ■■■■■■■■■■■■■■■■�l■■■■■■■■■■111.■ me , IMIN. �hO., r��,�� ■■!'�!■I■■■■■■■■■■■■■Bill■■■■■■■■■■■ ■■■■�■■ii�llllQ■■■!!BMJ■■■■■■■■■■■■■■■ 44- CB OTHER COMBO CRAWL PA TIN ANN Interior Finish' ���� - - '• =no �� ///��� REVISIONS: R. N /O/F PAT LAVARONE (DWELLING,PUBLIC WATER) "k SO'SETBACK HAY BALES/ ��1) FROM B LKHEAD SILT FENCE I ~ N 26 ' " VV % 18' 20' 22 / 24 ' 26/ 28/ 30 '303.3' 32/ . C 11 , -, - PR6PBSE-0EOHC�7i EPf('- -—-—-—-—-,—-—- -—- ---'�- - - - --- `�7momma Icon•rnucn°w Duassrrta LIMITS OF0 ( P OPOSED R IN W LL _ TEST HOLE anwH°w meaoa !\IOI8'd1e,6'�ep EL. 4.1' ♦EPS / °°r.mory or c°wTaurnD EA G _ `•'' '^f ♦ gSpHALT O 'At '� c I' � E PROPOSED / _ �'" f / ♦ - COBBLESTONE � I I ' PROPOSED CONC fTEP56 ♦— _ I I WALKWAY ON GRAD / tt SEPTIC SYSTE / J /PROPOSED B'd� I/ ....fl.... L - l / �,s-.tdMpERVJOUS El , 69.0' I PROPOSED PLAN ER / 9.2' =A -�•�;: :- i:-ici. / . DRIVE6VAY / 34 3 .4' / 15.5' 11.0' •�,. _ 3 O I / ry PR6POSED N _ ©• ••' \ / 137 -♦ B'dla,6'deel -� — 1 0 I 1 ) ' RAISED PROPOSED EXISTING SEPTIC TO BE/ �y P I 0 / _ PATIO PLANTER REMOVED PE SCHDSRE Q vaaTyA�u�'wa } / I♦ j Z / ?Vl O4S11£P°aD11aATi°Y DRYWELL LIMITS OF / 1 / //o'� CLEARING o .� axlmucnoY REMOVE DECK AND > I -i •• ..va.... _ �`� El / STORAGE SHED BELOW 1 P:/ I' ♦I 3 0' •2' a / /' ST IP PRAIN >0 NO RF ' / 2 •• I /CONCRETE / I u 7c z I `C) BUFFE0. i / I In a I -�t!•p-�—� •••W • W IW ASH C UT 1 0 Q _ ---• O I-- LOCATION 1 1 - ,--. oD lW / v "' / PROPOSED 2 STY. / PROPOSED C — — ' 9 PROPOSED - IMPERVIOUS / ♦ y / u' w y r a M Z / I i POOL FRAMED HOUSE > ��, DRIVEWAY{/j/j/E- 1 W I / O "' 1— � ; R f11 / lxil I _ _1- O I I �/J / ♦-I / I�_ deo) EX. _Z a at P E C O N I C I OII I S , a, deep !f! / p7(/RYWELLp a / / / O WM V 62 5' ' �� / $ I U B A Y / i I /� --..---- / Pf OSED z / // 36 .� : -- / r :- pA KING ' I a2' a 1 20.0' ;I t2.9' ;1 7' URT / TOPSOIL ..... I I PROPOSED 'I PRO Ll ; ; _';+� LOCATION of m RAISED Y, SCREENED ^ t2 e' ;r.- / / I / // LL] a O W 1 ' v PATIO ,, /; - .•:.'PORCH •§ • P NEW BURIED PROPANE '/ Lu 0 O -{ 1 LIMIT OF " �•" 8 ROPE", TANK(LOCATIONTBP) o oil,�I Ill",�I �c GAW4t,E',; O CONSTRUCT 2 TIER RETAINING 0 i CLEAR NG I 1 I }JI[�I 1 Jy' _---••.-- ---•--WALLS AT 67'EACH 1,{{CCP uL ,� -.T.. - .. . .r.• III O 1 '' _ V.1 ML I f ;,, PROPOSED- / / / PROPOSED ' Vl q Z I I CABANA PROP SID AINING / ♦// N B'dla,6'deep 8' le 6'dee PXISTING ARBOR / / EXTENDED L Z' 682;lq ' ' WALL rlDwe ( •d. DRYWELL Ln DRYWELLP TO BE REMOVED/ / ROOF EXIST1Nu i 1 wo``.oY I ♦ 8 e,6'deep -i h- -1 1 / / 'GARA4+E L] C] I O i ♦ i ♦� o+,w ) RYWELL �N ♦- / -- ♦- / / fi, ' / Lri w / IC N♦ ♦ / / / PROPOSED IM ER'OIOUS DRIVEWAY `r N ♦ dla ♦I dla,B'de�p CATCH / / GEN / m , ^' F G ' ' ,�2'd/eep �ia,2'deeP RYWE L BASIN / °D / °' � on 3 2 v I PROVIDE Q 1 SOUND ATTENUATION i -PROPOSED RETAINING WALL, ' S 26024'30" E LIMITS OF L 50'SETBACK SURROUND FOR POOL EQUIPMENT CLEARING 3 FROM BULKHEAD (UNDEVELOPED) N/O/F ITS MY WAY LLC SITE DATA: SCTM # 1000-110-07-04 - - - - - - - DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: N /O/ F C.A.BRAUTIGAN PROPERTY: 41,184 SQ.FT. .95 ACRES (CESSPOOL 1507) PROPERTY WETLANDS: 1,218 SQ.FT. Co BUILDABLE PROPERTY: 39,966 SQ.FT. ESTIMATED AREA OF 20,000 SQ.FT. aQ GROUND DISTURBANCE: ®SITE PLAN 0 `� EXISTING DETACHED GARAGE: 393.7 SQ.FT. 1.0% - _ CO EXISTING BULKHEAD DECK: 414.6 SQ,FT. 1.0% SCALE: 1" - 30'-0' 'y+ rn U PROPOSED NEW HOUSE; 2421.7 SQ.FT. 5.4% 350 CU.YD. 100 CU.YD. ` PROPOSED SCREENED PORCH: 614 2 SQ.FT. 15% 10 CU.YD. 5 CU.YD. (•(••j � PROPOSED NORTH PORCH: 162.3 SQ,FT 0.4% 35 CU,YD. 10 CU.YD. PEQUASH AVENUE PROPOSED RAISED PATIO.PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. PROPOSED NEW POOL: 1,034.0 SQ.FT. 2.6% 250 CU.YD. 50 CU.YD. PROPOSED CABANA 168.8 SQ FT 0.4% 50 CU.YD. 10 CU.YD DRAWN MH/MS SCALE' 1/4"=V-0" SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. JOB# July 10,2015 PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD SHEET NUMBER. PROPOSED DRYWELL5: 75 CU.YD. 30 CU.YD. TOTAL: 6846 7 SQ.FT. 17.2% 1152 CU YD. 413 CU.YD. S-1 iN a REVISTONS: N / O / F PAT LAVARONE ' (DWELLING,PUBLIC WATER) I 50'SETBACK HAY ALES/ FROM BULKHEAD SILT FENCE N 26 '► W 1 - "303.3' 16 18 , 20 22 24 26 28 3032/ t m - --' - - - PRI P D£ON£ STEPS - - - - - - - WALKWAY ON GRA _ I I AA O j /PROPOSED RETAININ W LL DE - T ST HOLE 1/ EP\I // LIMITS OF - / I Q / CONSTRUCTION DUMPSTER I ...-.-- f � .- TO ON SITE FOR - •� ' EL. 4.1' DURATION OF EARING O I ;I 8'dia,6'd2ep - / I / ASPHALT OR x I I -I�RYWEll o, / COBBLESTONE Fl ctt I i PROPOSED CONC.STEPS& \HousE/ MI PROPOSED / / / n x �- WALKWAY ON GRAD / k �F,( SEPTIC SYSTEM / :._ rz 8'dia-' V` I`I�I `O D I I 1 i' t LP' + ----$---- LP\1 : _. / ,f MPERPVOIOUDS RYWEL N fl PROPOSED PLAN ER '^ 10 m�" t O O /.. ro HAY BAY w/ SILT FENCING I 69.0' 9.2 f _ / ORIVE�XIAY / 34 - I; 30.4' /�� 15.5' / !j PR-6POSED N 8, 137.9' - T 0 I ( 'i' N RAISED PROPOSED EXISTING SEPTIC TO BE b PORT-ALAVTOREMAIN I 18'dia,6' eep LIMITS OF CLEARING TO BE v / " / / 2 r PLANTER oNSITEFORDURAnoN DRYW LL LIMITS OF ' / I PATIO ER REMOVED PE SCHDS RE T NO MORE THAN 20' FROM I; ------ ._21-3-----_ OFCON)T / CLEARING RUCTION _01 REMOVE DECK AND T, I d ! / \ 1a O CLEAR PROPOSED WORK AS STORAGE SHED BELOW ?� I / ii ! 1 1 3.0' 7:2' r / STRIP RAIN INDICATED ON SITE PLAN o I o I / f w - -fI ,0, --.t / Z 1 $ I 1 I' o ' --3 -- / v CpO = I='r:.:,.d_'=d/ + ;/CONCRETEJ'I ' Q NON-TURF I / [� I m BUFFER I / In R v' / 0 oc W+ -rr -- W _ 111 WASH C UT I J ``__ ?_•-- o'. N O £ I--- � LOCATION 1 n I h -- -- co O o PROPOSED "' I - PROPOSED 2 STY. ° w +y-_- / 0 UJ w r- 10. ' - - '' / �! PROPOSED ,,; g� a W \� IMPERVIOUS - \ I Lu u-' �* -_-----_-_'- FRAMED HOUSE a'> DRIVEWAY Q - - 1 W r _ I- M >1 POOL -__:_ 0 1' HOUSE I / \ - I,V, / (160') z P E C O N l C / O:1 ' v 8'dia,6'deep I W - EX. Z 2.5' 14.5' - y 8'dia, deep ¢ I / / WM 6 ! 5.2' DR ELL -� w V BAY , i i�' // - -- PROPOS ALL z i 36 w �! 12.9' r}I- __ ! __: FARKING Z 4. 1 20.0' 1 .T I°"` __.__._=;i-._ 1 TOP SOIL / V 62.2' I , !- - COURT / 1, LOCA ION FIN.FL. PROPOSED SEPTIC SYSTEM DETAIL X , PROPOSED PROR6SED / I z p EL.26.5 (NOT TO SCALE) i �� RAISED SCREENED o^ 12.8' ,-, + / a /PORCH ® - --� / LJJ w �: - NEW BURIED PROPANE O O1 LL N PATIO�6� - 2B o PROPO D N TANK(LOCATION TBD) / / I a GARA�,E I S OU --I LIMIT OF r'"EX:�.�;:,„,4 / e FIN,GRADE:EL.25.0' m O CLEAR NG ", J ._ 0 O / / ' �. EL 22.5' MIN.1' MIN.1' EL.21.7+ CONSTRUCT 2 TIER RETAINING _-- .� I � 6' WALLS AT 67'EACH O �i� 7=7m 0 116.6 / 21.3' L 21.0' 8.0' I EL 20.9 I 'TI 1 ;' o os b oN . s / O 66.5 10.4' 7,, , O G ADE EL.22.0 „ " PROPOSED - / 20.4' 4"dia.APPROVED PIPE min.PITCH 1/4/1' EL.21.5' 4 dia.APPROVED PIPE 3 CLEAN I p0 Z /�- \ �, 1 CABANA PROPOSED ( /min,PITCH 1/8'/1' 3'CLEAN , , SAND v1 / O1500 GAL. 8 dia. 8 dee 8 dia. 8 dee D 1 RETAINING / \/ 8 dia,6'dee 8 Ia,6'dee £XlSTING AR lOR SAND P P COLLAR I 0 68.2' WALL HuE r / DRYWELLp %n DRYWELLp TO BE REMOVED/ ( (EXISTING _ SEPTIC TANK COLLAR LEACHING POOL LEACHING POOL o G /, / - \ / / - \ / 1 MI1 SN• 1 0(� POOL EQUIP ENT ,-. , 0 I LacAnoN I11 T - EL.13.2 I N 1 1 f i 8 c�a,6 deep _ { F - - - 1 1 / / GARAGE I 1 1 1 I I O ' N 1 PAn° I DRYWELL �.� \ - / / \ - / / / I I 6.4' O 8' 8' 8' MIN.3' / - uaANA / �/ / PROPOSED IMP ^__._�__� _._ __� -_ - .. , d P 1 BAS( / RGIOUS DRIVEWAYCN / , 1 �--•■ d O I IIA[MASH I ! I / _...._ _ d P C 'dia 2' ee d'a 2 0 a CATCH / / GEN (GROUND WATER),...... .. .......-_ .�.__-_ --=_-_-- - _.... :;:-. _-.- -- _._°-._._(GROUND WATER)'" -- ---�.---- I RYWEttT,.- ITRYWELL..:�.:_I _-:._._/_.,:--,---,-. R 1 PROPOSED RETAINING WALL S 26024'30m" 6024'3 0m' E EL.36.7' 2`'5• I PROVIDE SOUND ATTENUATION LIMITS OF I = 50 SETBACK SURROUND FOR POOL EQUIPMENT SEPTICTANK � FROM BULKHEAD CLEARING NOTES: (UNDEVELOPED) ITS MY WAY LLC 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. LEACHING POOLS I I 2),CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS. NOTES: N / O / F T).MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP, V DIA. C.A. BRAUTIGAN 3).WALL THICKNESS SHALL BE A MINIMUM Of 3",ATOP THICKNESS OF 6"ANDA I � BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. (OR EQUAL). (CESSPOOL ISO C) 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3j.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). I ^ u O 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE H C7 MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED MAINTAINED. SAND OR PEA GRAVEL, x 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL U 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. BE MAINTAINED. O °O U GENERAL- SITE PLAN DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A _ P E Q U A S H AVENUE 01S&AP 0VAL SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL SCALE■ 1�� - 20'-0' FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUSK BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROIFECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES'THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY SITE DATA• DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. SCTM # 1000-110-07-04 CONSTRUCTION: N c FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY SEQUENCE OF PROJECT: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: R CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. 0' X U PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE DARK BROWN LOAM O r--Iaj CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROPERTY: 41,184 SQ. FT, .95 ACRES CI\ FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, P OL r..l 10 v R+U PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS Q rl AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD OF PERFORMED WITH THE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT-ALL EXCAVATION EQUIPMENT SHOULD AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY WETLANDS: 1,218 SQ.FT. Ix.l BE PLACED OUTSIIDETHE LIMITS OF THE DRY WELL. BROWN CLAYEY SAND U To HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, SG LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS au +� DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED BUILDABLE PROPERTY: 39,966 SQ.FT. SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 4, AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED,THIS - - DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF 20,000 SQ.FT. `� OFF THE DRY WELLAREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE, GROUND DISTURBANCE: AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, � V m USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE C1� UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. N O ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING HOUSE(TO REMOVE): 1909.7 SQ. FT. 100 CU.YD 25 CU.YD. W AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 15 SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE EXISTING PORCH/DECK(TO REMOVE): 438.1 SQ.FT. 5 CU.YD. 5 CU.YD. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PATIO(TO REMOVE): 422.0 SQ.FT. 2 CU.YD. 3 CU.YD, BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE MEDIUM SAND A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. ER24 W COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. SP B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR PRETREATMENT: INSTALL SHORING. EXISTING DETACHED GARAGE: 393.7 SQ.FT, 1.0% F.,I AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE 1S STABLE,USSUALLY (� FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE A BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). O RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND N j EXISTING BULKHEAD DECK: 414.6 SQ.FT. 1.0% - ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. fJ3 THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH (� CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS THAT CAN ENTEIR THE DRY WELL TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF,ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. N E-+ _ - 17' 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE AND GARAGE: 3019.8 SQ.FT, 7.6% 350 CU.YD. 100 CU.YD. (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH - .- DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ.FT. 1.5% 10 CU-YD. 5 CU-YD. r ' TEST HOLE L�. PROPOSED NORTH PORCH: 162.3 SQ.FT. 0.4% 35 CU.YD. 10 CU.YD. McDONALD GEOSCIENCE I'Di12/26/2013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. AUG --5 20i !�, PROPOSED NEW POOL: ° - -� 00 . 1,034.0 SQ.FT. 2.6 /0 250 CU.YD. 50 CU.YD. HOUSE ROOF AREA:4151 SQ.FT. RAISED PATIO AREA:2000 SQ. FT. PROPOSED CABANA 168.8 SQ.FT. 0.4% 50 CU.YD. 10 CU.YD. AT 100%WATER RUNOFF:700 CU. FT. AT 100%RUNOFF: 334 SQ. FT. MEETS � BOUNDS PROVIDE(3)8'DIA.X 6'DEEP DRYWELLS PROVIDE: (1) 8'dia. X B'deep DRYWELL DRYWELLS CAPACITY: 760 CU. FT. TOTAL CAPACITY:338 SQ. FT. BY, P EC ON l C SURVEYORS S V Ape ti �C , SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. z ' DRY WELLS TO BE 10'MIN. CABANA ROOF AREA:445 SQ. FT. PARKING COURT&DRIVEWAY AREA: 5 DATED: NOV. 2 0 2 013 PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD (r"� `r .` ti g « 't, ��' M /MS AWAY FROM HOUSE '' ! Wy,� w SCALE: 1"=20' AT 100%WATER RUNOFF:75 CU. FT. AT 100%RUNOFF: 960.3 SQ. FT. PROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD, ' ,� '' `.' JOB#: JAN . 17, 2014 (B .O. H.) �: July 30,2015 Oo ° PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS PROVIDE: (5) 8'dia. X 6'deep DRYWELL ��, j ® SHEET NUMBER: o c �, :10"I DRYWELLS CAPACITY: 84 CU. FT. TOTAL CAPACITY: 1267.5 SQ. FT. TOTAL: 7956.8 sQ.Fr. 19.4% 1152 CU.YD. 413 CU.YD. REVISIONS: s A Close AVG.HT.:18'-31/l/2" o U M M1 M D V G u a u - O O 88 01 r \ , � ,♦ `, [--1 vii NORTH ELEVATION NORTH ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' � o - o Bldg Dept copy from ZBA Final reviewgcJ,� ments s ZBA File# r� Date:/p / / DRAWN: MH/MS SCALP: 1/4"=1'-0" JOB#: Sgilcmbcr OS,2115 SHEET NUMBER. A-1 REVISIONS: PROPOSED AVG.HT.:18'-3 1/1/2" ROOF EXTENSION �e "IMP o ` I N U � � cc a r z �1 W V , h WEST ELEVATION rim SCALE: 1/4" = 1' a r a x Bldg Dept copy from ZBA DRAWN: MR/MS WEST ELEVATION Final reviewed do uments SCALE: 114'=!'-01' ZBA File# JOB Date:A / L /l(o Scptcmbcr08,2015 SHEET NUMBER. SCALE: 1/4" = P A-2 REVISIONS: AVG.HT.:18'-31/l/2" 1 im FTII ED 0 H a S s it 7� H O q 1 Q� SOUTH ELEVATION SCALE: 1/4" ` P01, 10 W A o ol rn a F C7 00 U I DRAWN. MH/MS Bldg Dept copy from ZBA SCALE: 114-P-o" EXISTING SOUTH ELEVATION ZBAIFile'#W�p d° ments Sepwmisr08,2015 • Date:/o to �l SHEET NUMBER, . SCALE: 1/4" = 1' —3 REVISIONS: PROPOSED ROOF EXTENSION AVG. HT.:18'-3 1/1/2" d SMMV a n U i 0') � a a H lugO W az o� W a� �W W W EAST ELEVATION W SCALE: 1/4" = V � O x E- Cal c' x o� Bldg Dept copy from ZBA DRAWN: MH/MS Final reviewed documents SCALP. U4MW" ZBA File# G813JOB : EAST ELEVATION Date:�o� ��v �- ,�`�SHEET UNMN[7MBER. SCALE: 1/4" = V A-4 REVISIONS: - INSTALL 1 COURSE HIGH � Via 1/2"THICK CEMENT BOARD ALONG INSIDE PERIMETER PROPOSED ROOF EXTENSION ABOVE (REMOVE EX.FLOOR) EXISTING WALL NEW 4"CONCRETE SLAB PITCH TO OVERHEAD DOOR __._ ___._-_—__._", OPENINGS 1/8".12".NOTCH --- --- .----_. _____ 2"DOWN AT DOOR OPENINGS �' —6X6 10/10 WMM a —2"min.CLEAN SAND a "' J 6"GRAVEL o 5 BUILD UP RIM BOARDS UNDER WALL AROUND aZ PERIMETER 4 8 gyp —COMPACTED CLEAN FILL AS REQUIRED 0. WOOD FLOOR STRUCTURE TO BE REMOVEDa� T EXISTING FOUNDATION 11- - N FILL COMPACTED FILL,SLAB OVER(TYP) . U1 0 ' - -----�- ---- ----------- I 1 1 I I 1 , 1 1 I I I 1 I 1 I I Q I I Q 1 1 W1 1 1 I rT, I I 1 I 1 1 1 1 1 I DRIVEWAY • FLOOR PLAN '77PROPERTY 1- - — PROPERTY SCALE. 1/4 1 = o S O °O E PROJECT NORTH t N Bldg Dept copy from ZBA DRAWN MFT/MS Final reviewQcq�uments SCALE ua^=i-o^ 1 ZBA File # (pjS'73 Joni Date:&/ /�` D) Scplcmhcr OM,2015 W E S T ROAD sET,,U„BER. VISIONS PAT LAVARONE (DWELLING,PUBLIC WATER) 50'SETBACK .� FROM BULKHEAD / N 2 6 i ltl \)v 16 18, 20 / 22 24 ' 26 28/ 30 '303.3 1 303.3' 32/ m 1 / EL.4.1' W � O i � _ TEST HOLE O DO �I 1 .1 k / I M I / / / �OC DSO D I / / 9.2' 10 TD;D O ......... O/ DRIVEWAY N 1 69.0' 3 .4' 15.5' 11.0' / / / 34 I N / 137.91/ - ., kO = 0 / I I / N PATIO PROPOSED / o / \ / II g'dia,6'deep / I D 1 / PLANTER T \ / \ // DRYWELL / Z I / r _---_--- / 3.0' 7.2'10, STRIP P=AIN 1 NON-TURF I O _,_. _.i:_._: ILJ= I ' Q I BUFFER 1 / Iri -_: �._._. CD _ K W W / 00 a0 lo.o' I - - / a`: PROPOSED ----:_:_- 2 STY. 0 ( i - DRIVEWAY -� / - ♦ / O W v � v i� Z al POOL FRAMED o I I �} - I ► y W / 4 m / >I -�._._, HOUSE " i ♦; . \ - ' / *-/Sl�/JFENCING -- - Ex. Lle ZPECON IC I O1 14.5' - a / WM 62.5' 5.21 /HA.BASEA1N1 / Lu V �� m BAY / k /� / _ P/ARKING Z "� o" KFN 36 m "G z 12.9' ............... /COURT ' a E-- v a=. 62.2' / 4. `• 20.0' 1 •7' / / TOP SOIL / CONCRETE LOCATION �./1 m m / I RAISED SCREENED , WASH�T / z PATIO PORCH t2.a' E / / LOCATION / L U a O /��� I o / 8'dia W Ov O / / `� 1 ^�.. 28.0' `� / / 2'deep °° O 1 liiiiii ii GARA�IE CT) DRYWELL 1 r O I I I I I ,� ,A{1 1 1 / _ 1-.,T -ITE ORTDURA OIN/ 2 `J / 11 I1 1 1 1 116.6 / I 1. / OF CONSTRUCTION -1 O 111111111111111 _ Q / aEl -� , li• iii . .. iiiiii Q 0 , - O 66.5' 10.4' / M CABANA -,RETAINING - / / / PROPOSED 20.4' V't D Z WALL / - ♦ / / EXTENDED coNSTRDrnoNDUMFOR Z T 68.2, y ` in / / / ROOF EXISTIN� TO REMAIN ON SRE FOR DURATION OF CONSTRUCTION 00 HOUSE �♦�1 o \ // / ♦ / / ♦ / I 1 S I z N / 1/POOL EQUIP ENT r g 0a,6'dee / , - - - / GARA� LON N IF) / ♦ -v( p i F - - i 1 / E O 1 / 1 0 / ♦ / ♦� N I PATIO I RYWELL �/� \ _ / / \ _ / / / 6.4' O Z I I I / / r CONSTRUCTION N DRIVEWAY / WP CATCH GEN En ENTRANCE a BASIN / 0O W i PROPOSED RETAINING WAL 2 S26024'30'" 6p^LA i 3 0'" E � LGf� G � DustrBACK FROM BULKHEAD N / O / F (UNDEVELOPED) ITS MY WAY LLC N / O / F SITEPLAN C.A. BRAUTIGAN O (CESSPOOL 150') SCALE: 1" = 20'-0' n r SITE DATA: SCTM # 1000-110-07-04 MEETS & BOUNDS p DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: Q BY: PECONIC SURVEYORS PROPERTY: 41,184SQ.FT. .95 ACRES DATED: NOV. 20, 2013 W >" PROPERTY WETLANDS: 1.218 SQ.FT. ii Z BUILDABLE PROPERTY: 39.966 SQ.FT. JAN. 17, 2014 (B.O.H.) W j ESTIMATED AREA OF 2750 SQ.FT. GROUND DISTURBANCE: • E Q U A S H AVENUE o 0 EXISTING DETACHED GARAGE: 393.7 SQ.FT. 1.01% - 100 CU.YD. O � r, EXISTING BULKHEAD DECK: 414.6 SQ.Fr. l.o% STORM WATER MANAGEMENT DETAILS ►� F- PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% N.T.S. '� V ax wnnnmma..na.Pr PROPOSED SCREENED PORCH: 614.2 SQ.FT. A PROPOSED NORTH PORCH: 162.3 SQ.Ff. 0.4% - - 111!5� ll s R.e ejeF"t`" PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 41)GUTTER v STANDARD 5" PROPOSED NEW POOL: 1,034.0 SQ.FT. 2.6% PROPOSED CABANA 168.8 SQ.FT. 0.4% DRAWN: MH/MS ° M al SCALE: 1/4"=1'-0" SEPTIC SYSTEM TO REMOVE WDRY JOB#: PROPOSED SEPTIC SYSTEM: March 07,2017 PROPOSED DRYWELLS: 4 CU.YD. 2 CU.YD. m0 nm"+rc*mmuoursmsrnw zwa mm..s woun,m sru A. d.` i �° �' L23 SHEET NUMBER: ELLS TO BE 10•MIN. ar,wmncnox w JUL ' 7 2017 AY FROM BUILDING U.m°Tecrwsrnum mmucrsu"umnuncw ar 1PO�T' �G� ,�ri TOTAL: 6846.7 SQ.FT. 17.2% 4 CU.YD. 102 CU.YD. ' p� f 5 ]BUILDING DEFT. TO`R'N OF SOUTHOLD REVISIONS PROPOSED ROOF EXTENSION AVG.HT.:18'-3 1/1/2" AVG.HT.:18'-3 1/1/2" O 0 DO D o o 00 U U U rn ♦ �" U O Lo ♦ ♦, .amu C4 On u PROPOSED NORTH ELEVATION PROPOSED WEST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' z 0 Z Q � o > _ a w h 0w 88w a 88 w � °z a� vs � o Z c� w D o U-) o o = 0 co U U EXISTING NORTH ELEVATION NNS 4'�� . DRAWN: MH/MS SCALE: 1/4" 1' SCALE: 1/4"=1- 0" EXISTING WEST ELEVATION r JOB#: SCALE: 1/4" = 1' -ir March 08,2017 SHEET NUMBER: - 1 REVISIONS PROPOSED ROOF EXTENSION AVG.HT.:18'-3 1/1/2" �cSoo oob Ll O 0 N H n U � H H c U w m s — U �= z .r PROPOSED SOUTH ELEVATION PROPOSED EAST ELEVATION SCALE: 1/4" = 1' z SCALE: 1/4" = 1' Z Q O 0a a H � w � 0 4� � o Q z v~i w CC3 w D � OU-) = ♦I�Mco 0, A U IN S EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' p � �` �" DRAWN: MH/MS n �' �" SCALE: 1/4,—1-0 EXISTING EAST ELEVATION �� a. ��r++; JOB#: SCALE: 1/4" = Vo� N� j March 08,2017 , SHEET NUMBER: - 1 REVISIONS O'O0 o oQ0 .I .I REBUILD o O EX.LANDING N ti m PLATE HEIGHT TO 5 -4 LU MATCH EXISTING CX15-3 Ial M m 3'-0" (2)1-3/4X9-1/2 ML HEADER (2)2X8 HDR I ■ I S v o Z CIOI , 3-1/2X3-1,(2X1/4■ , , , I •' STEEL COLUMN Q x PROPOSED ROOF EXTENSION ABOVE - =' I 3-1/2x3-1/2x1/4._"' ■Q• 2'-6"X2'-6"Xl'-t5"F lT,----, d■ , Lu, STEEL COLUMN u m,•' (3)#5 REBAR ew■ 2'-6"X2'-6"Xl'-0"FTG.,_axotzt Q I I N 3 /2X3-1/2X1/4 (3)#5 REBAR ew 1 V I REMOVE EX.2X8rs GIRDER m' ■J.; '„ EEL COLUMN I,°„ , ■ , -—T--— -— -—- r—- L. . , 2'6"X2'_6"X1'-0"FTG. x ----------- o';'.'( #5 REBARew ■� ' a I IX w FX2X6 R Lu t I Lu INSTALL C6X10.5 @12"OC I ■tn cN °�°I EX.STAIR EX.BILCO TO I , ,.::l. I N I BE REPLACED ---- 3, P Lu � ' I EX.2X4rs RR 24"OC J = 3-1/2X3-1/2X1/4 \v @ \ I J ' ' ' STEELICOLUMN ; - 3 = C I WOOD FLOOR STRUCTURE 3 LL m ' *' z O 4'X4'Xl'CNC.FTG. N Z ¢ o o.I TO BE REMOVED FOR NEW Z ■o,- '-- (4)#5 REBAR ewNo■ SLAB(SEE FOUNDATION PLAN) a c w O O fw O Z LU E- ^ I '00 :'� -�-- v Z p v Z } I ■' ' ' i• INSTALL C6X10.5 @12"OC Z Q I m ' 1 ■V 3-1/2X3-1/2X 4y:, , w V 11, w Q �'.. STEELCOLU N+�,r o[ Q X eC . _ ■ �,. I w 2'-6"X2'-6"Xl'-0" ■ T O I m • ;• (3)#5 REBAR wy_, , Q E-1 Z ■lo i-tu Lu Lu _„ 3 /2X3-1/2X1/4 X in Q Lu I EX.2X4rs RR @24"OC ■�; EEL COLUMN N■ a EX.(2)OH DOORS TO BE REMOVED S LL :2'6"x2'-6"xl'-0"FTG. I w z AND REPLACED w/SGL.OH DOOR. a I ^ ( #5 REBAR ew VERIFY HEIGHT IN FIELD PRIOR TO I ■x TBD DUTCH WALL o■ a O -, - d 0-4 INSTALLING/ORDERING I v ,q STEEL CO►UMN I 2'-6'X2'_6"Xl'-07TG. ! r' V I A ■, ': (3 )#5 REB R ew .'1 +,. ■ C9X20 STEEL HE DER(ALT..(2)16"ML) 1 1 I 1 1 1 ';C;15 '. S FOUNDATION PLAN E PROJECT NORTH DRIVEWAY• FLOOR PLAN SCALE: 1/4" = 1' N ., _ SCALE: 1/4" = V PROPERTY PROPERTY E PROJECT NORTH o Ct W Lu Ln O 0 U F- 0 r^' 000A } r; n DRAWN: MH/MS 3"IZ SCALE: 1/4"=1'-0" �t� ' �• t-•� JOB#: �t �•,µ1. March 08,2017 SHEET NUMBER: �F. q A / Ae2 REVISIONS r-- ------------------ ----------------------------- Ir--------------------------- 1 I I I EX.2X4rs RR @24-OC I I 12 I I I I 10 / 2X6 RR(a 12"OC I I I 1 • I I I I I I I I EXISTING _ I 1 ------------- I I I 1 'T7- ------------- --------------------------- KNEE WALL Ti--- I I 1 I I 1 1 o G EX.1X6 T& ��� ��IO EX.2X6rs CJ @24"OC 1W(3)9-1/2 ML w/ (2)3/8"STEEL I I UPSET GIRDEEX_2X4 RP I I 024"0C I I EXISTING WALL SISTER/ADD 2X6 @12"OC I I I 1 ® II 12 I 1 THRU-BOLT 2X6 T&G FLOORING,PERPENDICULAR, ® 2"dia.SS.BOLTS, INSTALL 1 COURSE i I I N ►� m m 2X6 ACQ SILL PLATE BLOCKING AS OVER EXISTING WOOD FLOOR. WASHES,NUTS CONC.BLK.,ANCHOR SILL SEAL,TERMITE SHIELD REQUIRED(fYP) I I i R L REPAIR/REPLACE EXISTING @16"OC(fYP) BOLTS @36"OC(MIN-) 5/4X6 T&G AS REQUIRED EX.2X4 RR 024"0C ' ' -' Z Ln I 1 I 1 U •d OO C6X10.5 12"OC I I SISTER/ADD 2X6 @12"OC C6X10.5 PROVIDE BLOCKING C6X10.5 W6X25 BETWEEN JOISTS STEEL @12"OC U _EXIST.FOUNDATION GIRDER (HEIGHT VARIES) 3-1/2X3-1/2 3-1/2X3-1/2 I I (I I I i i c 17 STEEL COLUMN STEEL COLUMN I I F- 3-1/2X3-1/2 I I I I STEEL COLUMN ----------- -------------------------- 1 NEW DUTCH ► "i•,;.; WALL(HEIGHT , TO BE VERIFIED 30"X30"X12"CONC.FTG. WITH ARCHITECT) 4"SLAB ;: 30"X30"X12"CONC.FTG. S w/(3)#5 REBAR EACH WAY o, ,, , , _ o„w/(3)#5 REBAR EACH WAY PROJECT NORTH ROOF PLAN 4 : �'v�• E wz 48"X48"X12"CONI.FTG. SCALE. 1/4" = 1' p w/(4)#5 REBAR EACH WAY N CROSS SECTION � u i i 1).SISTER AND ADD 2X6 RR TO EXISTING ROOF STRUCTURE. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING SCALE. 1/4" = 11 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. Z w a0' 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE A-1 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS O FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. W 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. A 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME.REPAIR USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT AND/OR REPLACE EXISTING ROOF AS REQUIRED. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. O USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT c) 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. Z DIRECTLY TO THE DECK ALONG EAVES. 9).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 a 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. w rA 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. CONCEAL VENT. o� 1-�I P4 U t l ("f 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. FAS7ENER TYPE: SPACING Nh�ANCHOR T i6« STORM WATER MANAGEMENT DETAILS e'ASED MICHDR 16•« I1lin.EMBEDMENT LENGTH 1 1 ( , I y ROOF AREA:472.7 SQ.FT. N.T.S. U BASED ANCHOR wrrH i6'« _ I I f I I I I I I AT 100%WATER RUNOFF:79 CU.FT. lin.EMBEDMENT IENGTH I ' I I PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS Q 3M APA PLYWOOD O 7/T'APA MTEOSHFATMNG I ,� I I I / SHEATHING DRYWELLSCAPACITY:84.5CU FT. O ll +I 1 GRADE PLYW000 I 1 (ALTERNATIVNE:7/16'0.5.8) 0 ` { 1 4 4 r 1/r APA RATED GHFATHBiG 1 \ (�TERNATMVE:7116.O.S.B.) J I) ® I IN ( I I SINGLE BEAD HALF ROUND GUTTER L� LLI NOTES: STANDARD 5" It W � FASTENER TYPE: SPACING. 1X4 TUDS BASED ANCHOR NC-RWIT � I sruos 1).EXECUTION: r� � Q BASED EMBEDME TLEN lD•« ( ' I \ / I / 1 1 �' �� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O O W,�ay SILL tin.EMBEDMENT LENGTH 1 y I `\ M v TYPICAL WINDOW OPENING N+ ED W�GGRFAS W BASED A R WITH ir« ( 1 I 7 f I I 2).PREPARATION: PANEL SPAN EQUAL OR SMALLER zm EMBEDMENTLENGnt I I 1 I n I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. THAN 4 FEET 1/Mn.ma.LAGSQBW I I I 'I ` II I I I I ' / 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR D ( ( ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. V B/SED aNaoR wrtN i6•« _ _ C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR bn.EMBEDMENT LENGTH TYPICAL DOOR OPENING • METALS WITH PROTECTIVE BACKING PAINT. FASIENER TYPE: SPACING: pn PANEL SPAN GREATER THAN 4 FEET MBLnMF PLYWOOD ASSENBUED 1-1XH OF►]SNDS CONNECTED AND EQUAL OR SMALLER TOGETHER wnH Srw,uLT�STEEL Na B wood-salEw 3.INSTALLATION: pa.Nj /�,�-�.yi BASED ANCHOR WITH B'« 1�.. O'�M THAN 6 FEET OR GALVIN¢ED Boers w/WASHERS Z".EMBEDMENT IENGTH A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND AND NITS @ r-D^O.c 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR UN C��` No.lD YroOo6cREYvs 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. y TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH B'« �, i zM.EMBEDMENT LENGTH a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DD �R Sa1VD PANEL SPAN GREATER THAN 6 FEET ACCESSORIES. rEEDA.uGSCREw DRAWN: MH/MS AND EQUAL OR SMALLER aasco aNEIwR wTH i6•« B),ALUMINUM:RIVET AND CAULK WITH A BUTYL 5 I y�T�� K THAN 8 FEET Zn.EMBEDMEN ENG H CONNECTORS. tA, % ?�l� N 3) CONNECTION WATERTIGHT. SEWER SYSTEM DIS. it F SCALE: I/4"=1'-OH WIND-BORNE DEBRIS PROTECT-ION FOR WOOD STRUCTURAL PANEL ` CONNECT t, s- AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) DRY WELLS TO BE `10'MIN. 4).PROTECTION: Ile : I � March JOB# 2017 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16^ AWAY FROM BUILDING A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF C 4' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BO"T NTTAL hn f1 (3 r SHEET NUMBER: GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL COMPLETION. 3 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. s OO (g HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. e o e 0 As3 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD 6 RIDGE BOTTOM PLATE HEADER LEDGER DOUBLE JOIST BATHTUB O �O SIDEWALL ��---•�•••-- JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 5 1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES S 1ST. FLOOR. CONNECT THROUGH / g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE ti THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING R PARA '� N WALL STUD so U THROUGH-ROOF EXHAUST N a M VENTS SELECTED AND a m METAL STRAP LOCATED BY CONTRACTOR RIM BOARD VENTILATION CHANNEL U w C0 v00 o � SILL PLATES RAFTER AS REQUIRED \V') - ( ) RAFTERS MAINTAIN ' ' ' ' •• ' ` VENTILATION ,� WOOD JOIST L U H FOUNDATION _ "' "'� -' -' TOP PLATE BLOCKING BLOCKINGAp 2x4 LEDGER z 2x4 SOFFIT JOIST o STAPPING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A AND ALL NANDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'O" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS CONTIN. SOFFIT/ EXT. PLYWOOD OPENINGS OF V< INCH IN DIMENSION. INSTALL 4'O" O.C. 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE / CONNECT TO ON ALL OPENINGS `f; 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR INSTALL 4'0" O.C. EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO OVER BEARING WALLS AND HEADERS ON ALL OPENINGS �� EACH RAFTER i 2ND. FLO i ' RAFTER IO /W/•� WOOD JOIST Z F 'jTOP PLATE O GIRDER/HEADER �U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"0C AND ALL WINDOW/DOOR OPENING JACK STUDS WOOD JOIST WALL STUD F- INSTALL FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0' O.C. O LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I �_ SILL GASKET TYP. CONC. FOUNDATION CONC. SLAB DAMPPROOF EXTERIOR � � 6 MIL. POLY us 6MIL POLY ON EXTERIOR y GRANULAR FILL V A STEEL COLUMN p ? ' ^ CONC. SLAB I 'p e•° BOLT,p y v AOEEMBEDMENT: PUCOMPACT FILL IRD CONCRETE: t BLOCK WALL: 15" % V CONC. FTG . a • p • ° KEYWAY FOOTING a• � p '• �p '• L° ` e ° A C.p . —i � USE WITH 3z3 SQUARE WASHERS � ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR Cl DRAIN TILE • p • ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I O < _ i �..��, SILL PLATE O FOUNDATION SUPPORTING (CRAWL SPACE OR FOUNDATION 1 STORY 72" OC MAXIMUM SPACING TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC ct W W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC O O = CONC. SLAB r—SUBFLOOR O oo (� 6X6 10/10 WWM I -DOORFRAME COMPACT FILL GARAGE DOOR JOIST U � USE 2X8 FOR BLOCKOUT STE�LABWoo P.T. PLATE 1/` W/ 6X6AWMM \( SLOPE # •g C n 4`DRIVEWAY NOTCH JOIST AND ADJUST HEIGH �' �C�tiV a(-- � �• ' ','gip•' 1 • °,� 7 1 2"• .. • - (WITH A NAILING PLATE IF NEEDS A' •p a. N • •� . TO BE APROX. 1/2" OR HIGHER �-• f`-•r ^ (1�. RADE p amt p -cA --a• a a a ;�.�� : D ° O STEEL BEAM TO ALLOW FOR SHRI •x �J N y 12" �' 6X6 W.W.M. ��— °D ° p•s '•• ° (PROVIDE STRAPPING TO KEEP JOIST }„ MIN. ° �P 'e D a °•• o•'p - -6f DRAWN: MH/MS jA •' a —REfNFORCING BAR ° ° °' UBF R°' ?°° ii-11 z SCALE: 1/4"=P-0" •�' � REINFORCING BAR ►I ;1� JOB#: DRAIN TILE I� � s a 1 p °p ols ° _ 12 ?' t TEEL BEAM -V �b �_ ` March 07,2017 • �"�: 1` E ``¢ SHE TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 2� ET NUMBER: ° _��, �. , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. OF r4s GARAGE DOOR BLOCKOUT f REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING 101ST. 8TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING J015T TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 6456p �� sound and a weatherproof completed product. P• CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC IAP NAIL EXT.BALCONIES 60 O 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE meets current federal,state,county and local codes,ordinances and regulations,etc. P TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 TO RAFTER (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under ti construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QN SPACING NOTES GAURDRAILS ANY DIRECTION 200 `� precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U .= specific use expressed or implied in the use of these plans. P g P P g 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION t anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 ,, H ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE �. 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE x INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Ln 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z U Z or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL Sym.: C) °0 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v Q 1/2 inch sum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. s 7).The General Contractor is to consult with the owner for all built-in items gypsum P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL U in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMOI, PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC ° 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATETO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA x FOUNDATION NOTES: Type II exterior sheanvalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL � length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD 1).The General Contractor and Mason to review plans,elevations,details and notes to FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNREQUIREDNT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. g P P NAIL NAIL g ( g ) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO QTY. - SPACING 20 PSF 130 B SEVERE 3 FT. 11 YES 2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-Ed COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. SEE NOTES:1 BO TH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Ed COMMON @ 4"O.C. SEE NOTES:1,3 0 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 0 Z' 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: 3-8d COMMON 1--1 Z TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. E"{ N.Y.S-Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END QI O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON WJ ~ TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). as Drainage per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON FOOT SEE NOTE:104 g Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FRAMING NOTES H A HING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind rNAIL. NAIL C) 3).Posts supporting girders shall be anchored to a l2"x12"x12"thick concrete footing. JOINT DESCRIPTION -n, SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 inches o.c. U below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 g P g 2}.Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Ed COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6'0.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Ed COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. FIELD 2).Tabulated inch nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE e WALLBOARD 10"O.0.FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. � 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: O other access openings unless otherwise noted(typical). 1) PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREASO 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL . .NAIL W 8).Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. SPACING � Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Ed COMMO 6» 3 .INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. `V O.C.EDGE ) � W j HVAC SYSTEM NOTES V OR LESS 12 O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists O under all bearing walls. 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall a provided rr cut off all concealed draft openings(both vertical and horizontal) p g pp safety NOTES:, and to form an effective fire barrier between stories,and between a top story and the roof space.REFERRED TO IF EFEO O iren wooconstruction requirements. Fblocking shall be provided in consttiin the following locations. T� 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE RO OD V needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. )- equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 (� CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. . t>'^ O A .�.,: 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural '�r� adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedmembers shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, .0✓ ELECTRICAL NOTES: IN y� over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. V O 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8.N.Y.S.Residential Code. °•, , ' r A DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. p SCALE: 1/4"=1'-0" 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage ofl4 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. � JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR March 07,2017 torch down type material over. 5).For the fiireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Co es ® , ..� v TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. moo , �3 3 -� SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. Q. Q S- t.F �R be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: _ DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 5 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS PAT LAVARONE (DWELLING,PUBLIC WATER) 50'SETBACK FROM BULKHEAD / N 26 ' ► W 16 18' 20 / 22z/ 2 24 ' 26 28/ 30 '303.3' 32/ ' X I , / / / / / / / Lu .-•-� O I I _ T ST HOLE _ ao I I I ' n a:� I 1 / \ _ /� / / M �O°o o°U 11 IF `0 D 9.2' Q --------- Q/ / DRIVEWAY N 69.0' 30.4' / ni 15.5' 11. _ ' - ' / 34 / KAISED �. / 137.9 / ♦ � 3: 0 / I IN PRCIPOSED '• / 8'dia,Gdeep I 1/ PATIO ,PLANTER / ,'' / 1\ DRYWELL / / Z I r 3.0' 7.2' I I STRIPPRAIN 1 NON-TURF I p ' --.� ._ J L ' / U Ln H I BUFFER I / vi o[ i .W W bo 0 / - DRIVEWAY _:=_-=10.0' PROPOSED ♦ � / - ♦ / _ rOFRAED Z LLI: POOL / O 1 1 %^ Q HOUSE ` - EX. Z � 14.5d P E C O N 1 C Q WM L� V '1 62.5' 52 / / / UMII5 OF CLEA0.INQ I UBE / LU v Q / : I ' NO MORE THA ld FROM J v B A Y ^ / PARKING u PROPOSED�O0.KAS 36 Q~ ,- �, • z INDICATED ON SITE PE m �+ l N COURT ' ? 9 I 4. 9 20.0' 12.9' 1 .7' / ¢ V 62.2' / / I„ TOP SOIL ..1 m 1 1 / RAISED SCREENED � / W�sHR�T LOCATION / j l7 PATIO PORCH ^ 12.8' E / / I LOCATION / Lu °- Z OD7 I6 ® cy; / 8'dia / W 00 I / `�. ,......./. / �l GAR O / / RYWE L ......... .R9.0, ..... p / CU 0 I liiiiii " iiiiil ^� ANE D YW / PORT-A-LAV TO REMM r, ,� El31pii �ly)i`7`iplil / / / / / ♦ N/. O I / 1 1 I f'1 T f 1'�I I / ' 116.6 / 1 I• / OOF CONSTRUCTION/ m 3N SITE 0 11111111111111' _ / Q 77 - f� 0 66.5 10.4' / CABANA RETAINING N / / / PROPOSED ,� 20.4' > z WALL / - ♦/ / EXTENDED coNSTRurnoN SITEFO ER TO REMAIN ON SITE FOR Z 7Z 68,2' ROOF EXISTIN6 DURATION OF CONSTRUCTION HOUSE / /POOLEQUIP ENT - L_ / / N ' / ' i OCATION E. R- / 8='deep _ _ .a E - - - - i ► / / ' GARAGE OQ / ♦ /' ♦� N I PATIO I LjIRYWELL ��� \ / / \ / / / 6.4' • O z O 1 1 1 1 `Y \ _ / DRIVEWAY CONSTRUCTION F.. y CV \ _ / \�_ / E dia,B'dqep CATCH / / / GEN ;� ENTRANCE �! a RYWELL BASIN / o6 / _7 W I 1/ Frl 3 285. 1 PROPOSED RETAINING WALE S 26024'30' E 50'SETBACK a 3 FROM BULKHEAD (UNDEVELOPED) ITS Y WAY LLC N / O / F . SITEPLANC.A. BRAUTIGAN • (CESSPOOL 150') SCALE: I" = 20'-0' APPROVED AS NOTED OCCUPANCY OR a� SITE DATA: SCTM # 1000-110-07-04 DATE:1=��T��� 'h 11 B.P. E I UNLAWFUL MEETS & BOUNDS FEE:_.LL�1J�� BY: USE S O Q DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: $Y: PECONIC SURVEYORS PROPERTY: 41.184 SQ.FT. .95 ACRES NOTIFY BUILDING DEPART ,T WITHOUT CERTIFICATEQ PROPERTY WETLANDS: 1,218 SQ.FT. DATED: NOV. 20, 2013 765-1802 8 F.M TO 4 PM, FOR THE (�('�OCCUPANCY � Z BUILDABLE PROPERTY: 39,966 SQ.FT. JAN. 17, 2014 (B.O.H.) FOLLOWING li'JSPECTi'l-DAS: OF OCCU v C/] ESTIMATED AREA OF w w 2750 SQ.FT. ' It L ,�FET� ` ' .E N RETi�N STOM4 Vd'ATER Rfff,''OFF i�-+ 0 GROUND DISTURBANCE � E , '\A I^ r V [' , L. u':a - F r,tdllr.� ,� � .� 3 U E PUF;SUAiIT TO CHAPTER 236 T1 O EXISTING DETACHED GARAGE: 393.7 SQ.FT. 1.0% - 100 CU.YD. EXISTING BULKHEAD DECK a14.6SQ.FT. 1.0% 3. INSULATION OF THE TOt�di"- CODE. � °O U STORM WATER MANAGEMENT DETAILS 4. FINAL - CONSTRtJCTI014 �e1 �z.T ~- PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% N.T.S. BE COMPLETE FO�l 0,0. TRUSS PLACARDING REQUIRED � U ALL CONSTRUCTION SHALL MEET THE PROPOSED SCREENED PORCH: 614.2 SQ.FT. 1.5% REQUIREMENTS OF THE CODES OF NEW PROPOSED NORTH PORCH: 162.3 SQ.FT. 0.4% - °Bw�isuP e..r� PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% - - SINGLE READ HALF ROUND GUTTER YORK STATE. NOT RESPONSIBLE FOR tR � , f" PROPOSED NEW POOL. 1,034,0 SQ.FT. 2.6% _ O II fl�IJ , STANDARD 5" DESIGN OR CONSTRUCTION ERRORS. ! \�v, i)q.�Eeaan msi•unroxunn ssza..la B.w4�maearmau®. `- PROPOSED CABANA 168.8 SQ.FT. 0.4% i u,^0�„,°,a,,,,�,,,,�,ro�,,,,,,,,�, j! ��,.+ ``' DRAWN MH/MS .)w�nw¢swr.•�sus.uc r+ ,su rt.wo�,x " "Emn'�'om«a q� �rsinv uo sin rrswmxrecrwmi wsswun +� - ' � T onuM COMPLY WITH ALL CODES OF SCALE: 1/4"=F-0"tf JOB#: SEPTIC SYSTEM TO REMOVE VAWAYFROM NEWYO K TPROPOSED SEPTIC SYSTEM: - - nS .ATE CODESAS R7-- IR� & TOWN � � �'"� November 2g,2o16 PROPOSED DRYWELLS: 4 CU.YD. 2 CU.YD. "�"„� w, s"""g"'°"'S1Mi°"�""'®s"` D AND ONDITI ��. ONS OF ' � l" 1rLC� ,' SHEET NUMBER: Al T ,,,RET "" °'°ACO1�"�10M�oar,s�eerwacsmwmn� [n�(� 1 po nn TOTAL- 6846.7 SQ.FT. 17.2°k 4 CU.YD. 102 CU.YD. - l"=T�`J�V TG�1VTd 4.C11 � oop � Sou I U I 1. .v.u,-V REVISIONS PROPOSED ROOF EXTENSION AVG.HT.:18'-3 1/1/2" AVG.HT.:18'-3 1/1/2" 00 0 - 0 0) O o I N co M IEME U a m C j 4.) ° 00 4 w ,t U ro PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATI0N SCALE: 1/4" = V SCALE: 1/4" = V � a O E-� w PROPOSED AVG.HT.:18'-31/l/2' ROOF EXTENSION w Q F-� Q O 00 r- I p Q � Z C� w ® p 00 U U PROPOSED SOUTH ELEVATION y SCALE: 1/4" = 1' PROPOSED WEST ELEVATION +{� "p�' V '�y SCALE: 1/4" 1= b - -� �:y DRAWN: MH/MS / " C �► SCALE: 1/4"=1'-0" r JOB#: z A... November 28,2016 SHEET NUMBER: REVISIONS �O Q� 0 ti N H � n CLOSE OFF OPNG. I C PLATE HEIGHT TO MATCH EXISTING #5 REBAR 0 ! ! O o w PROPOSED ROOF EXTENSION ABOVEt Ryp) Lu Z O V '. O p U U C$ M REMOVE EX.2X8rs GIRDER m' EXISTING FOUNDATION - T - ------ i- - .r REPAIR AS REQUIRED / t � �------------�; --------------LL I ' t t t w t � m� w t t Lu f 1 1 O l� tt Lu Z EX.STAIR , EX.BILCO TO ; + O BE REMOVED- " ------------- - t v 1 1. '-- -•t ------------ 31 --------- ------- EX-2X6rs CJ ra).24"OC EX.2X4rs RR @24"OC EXISTING BASEMENT TO BE FILLED IN WITH CLEAN FILL. C I WOOD FLOOR STRUCTURE 4"CONC.SLAB,REINFORCED w/6X610/10 WELDED WI El FABRIC REMOVE EX. z ON d - TO BE REMOVED FOR NEW OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO BILCO AND z vl SLAB(SEE FOUNDATION PLAN) OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" WALLS a DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE t-4 3 INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON. w- —�/ 1�j O ----------------------� --------------------••-- 1��---••1� Q t V t O a t `D t M-•-•I t x t t � z- X - 1 'y- "OCt V EX.2X4rs RR @24"OC jr-a EX. 2)OH DOORS TO BE REMOVED S( w Csr AND REPLACED w/SGL.OH DOOR. u0. j - O VEgIFY HEIGHT IN FIELD PRIOR TO t � INSTALLING/ORDERING � ~ t 1 1 i C9X20 STEEL HE DER(ALT.: (2)16"ML) ...�'•c.l:-..r'l:.r+r:-orY'•r'.r. �.:rY'=r�!:-..rY:��.t:-..rX'•Y.r CLOSE OFF OPNG. CLOSE OFF OPNG. FOUNDATION PLANE PROJECT NORTH DRIVEWAY' - FLOOR PLAN SCALE: 1/4" = 1' N PROPERTY - PROPERTY SCALE. 1/4" = 1' E PROJECT NORTH o N >- • � z 03w w � � O Lo O U U 0; A DRAWN: MH/MS SCALE: 1/4"=1'-0" ... JOB#: November 28,2016 SHEET NUMBER: A�2 REVISIONS li LI II II EX.2X4rs RR I I 12 I L I 1 I I @24"OC 1p2X6 RP 0-12"OC 1 I I I 1 I I I I I I I I I I I I I I 1 I I I 1 EXISTING --?i--------------------------- ---------------------------I KNEE WALL ( I ( t I ( II D EX.1X6 T&G I 1 I I - LI II EX.2X6rs CJ @24"OC UW(3)9-1/2 ML w/ II II (2)3/8"STEEL i I I UPSET GIRDER 11 II I I I I SISTER/ADD 2X6 @12"OC EXISTING WALLI I I I ( I IL o II II I ( 12 II II � I I 1p I I ® ti INSTALL 1 COURSE 2X6 ACQ SILL PLATE ® CONC.BLK.,ANCHOR i i i i Da rn SILL SEAL,TERMITE SHIELD BOLTS @36-OC(MiN.) } cL 00 6X6 10/10 WMM 2"min.CLEAN SAND ® 2X4 RP ' ~ Cs SISTER/ADD 2X6 @12"OC i v0 "5"GRAVE #5 REBAR @12"OC (REMOVE EX.FLOOR) U u„ NEW 4"CONCRETE SLAB .1 •� PiTCH TO OVERHEAD DOOR I I OPENINGS 1/8":12".NOTCH ` OMPACTED CLEAN FILL ►, 2"DOWN AT DOOR OPENINGS � �--------------------------- ---------------------------- L -e EXISTING ; AS REQUIRED FOUNDATION D„ . .ti .1 S REMOVE EX.SLAB - - - - - - E PROJECT NORTH ROOF PLAN- NSCALE: 1 4" = 1' 0 ° / H CROSS SECTION 1).SISTER AND ADD 2X6 RR TO EXISTING ROOF STRUCTURE. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING �' C) = MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/4" 1' w 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE p, (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. PER CODE. �r W 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 3).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME.REPAIR USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT AND/OR REPLACE EXISTING ROOF AS REQUIRED. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. w 0 c) Z USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 0 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. ~' DIRECTLY TO THE DECK ALONG EAVES. u 9).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 a w 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA p" RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. CONCEAL VENT. 0 P4 2-I r 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. / O I 17 •1 �r 141 � IFASTENER WATER MANA EMENT DETAILS N�.a W0°°' E'A' STORM GBASED AN04OR WIRI 16'OC ZIn.EMBEDMWTIETIGfN 1 1 ///�\I r No.10 W0065CREW5 I ( I ( I BASED ANCHOR WITH leoc J 2n.EMBEDMENT LENGTH ROOF AREA:472.7 SQ.FT. N.T.S. aa.LAGscREw S i I i 1 i ( j AT 100%WATER RUNOFF:79 CU.FT. BASEDANCHORWITH 16*OC BA EMBEDMENT LENGTH 1 I I 1 ( 1 I I1 11 I I I 1 PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS O Q y 1 714"APA PLYWOOD I I I J '` ` I snEA HIND DRYWELLS CAPACITY:84.5 CU.FT. 0 GRADE HLYWOOD 1 \ 1/r APA RATED I SHEATHING 1 (ALIEANATWNE:7/16'O.S.B.) I ( 1R"APA RATED SHEATHING 1 ( ® j GRADE PLYWOOD 11 SINGLE BEAD HALF ROUND GUTTER V� (0 w I I I (ALTERNATMVE:7/16^OS.B) I ' i J � 1 ® ( STANDARD 5" M w / l NOTES: r FASTENER TYPE: SPACING: /I ` I I lIl f II/ I 1).EXECUTION• r 1 , �'`�'/I t`\ 2x4 OF 1 �—� 0 r NR-awaoo-saREw sru°5 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. y� BASED ANCHOR WITH IO"oc ({; f f ® ` 1 1 1 O f— ao WINDOW SILL 2n EMBEDMENT LENGTH 2}.PREPARATION:I ' I f I TYPICAL WINDOW OPENING N".10W0DD-SCREWB 1 Rk%D ANCHOR WITHu"oD 1, I I I I y I I I I 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. V PANEL SPAN EQUAL OR SMALLER 2 n.EMBEDMENT LENGTH I B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR THAN 4 FEET ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. V41".aA.uGSatEw 80.5ED ANCHOR WITH 16•oc I ( ( ( ( C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 2N.EMBEDMENT lEN('i}I _ METALS WITH PROTECTIVE BACKING PAINT. ASSEMNIES TYPICAL DOOR OPENING FASTENER TYPE: SPACING: �vlt PANEL SPAN GREATER THAN 4 FEETau-iz40FTIPLE nmDs NN E 3.INSTALLATION: 1 �,A AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL W. ANCHOR WITH roc A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWIN P aT�S.w DR GALVINIZED BOLTS W/WASHERS n".EMBEDMENT LENGTH 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'. fl } f1 �,ID Wood-SCREWS 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. THAN 6 FEET ANONursor�^ AN o.G ) •• �' A TYPICAL MULTIPLE OPENINGS DAN°0R WITH TOC a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUi lin.EMBEDMENT LENGTH ACCESSORIES. , ' "Y,A PANEL SPAN GREATER THAN 6 FEET 1/41n.aa.LAGSCRW B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP DRAWN: MH/MS AND EQUAL OR SMALLER BASED ANCHOR WITH 16"a 're Zn.EMBEDMENT LENGTH CONNECTORS. L^'� + THAN 8 FEET N,3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICA}t .5 r a -a w'. ' SCALE: 1/4"=1'-U" JURAL PANEL CONNECTION WATERTIGHT. W•1, ( ,, JOB#: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUC �. AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) DRY WELLS TO BE 10 MIN. 4).PROTECTION: - i't,". November 28,2016 AWAY FROM BUILDING A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. �a WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBST t ; y j ! } SHEET NUMBER: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COMPLETION. COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. O p ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, pp jR HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0A�3 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE o e RIDGE LEDGER BATHTUB OO°o o00 HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON ffALLOPENINGS N USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 INGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE C14 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH N BLOCKING ®24"OC THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER � m U t* WALL STUD THROUGH-ROOF EXHAUST a M VENTS SELECTED AND tY M LOCATED BY CONTRACTOR k t METAL STRAP V .�i o Z W VENTILATION CHANNEL (tj Q r RIM BOARD RAFTER AS REQUIRED RAFTERS MAINTAIN „Y S SILL PLATE(S) VENTILATION ?� U r WOOD JOIST BLOCKING FOUNDATION - TOP PLATE 2x4 LEDGER BLOCKING o STAPPING TO BE ATTACHED"TO WALL STUDS 048"OC 2x4 SOFFIT JOIST z ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN VENTILATED. OF THE AREA OF WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS INSTALL 4'0" O.C. �i� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS + RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF /e INCH IN DIMENSION. INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE i 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDSCONNECT TO 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / �` OVER BEARING WALLS AND HEADERS INSTALL 4'0•• O.C. CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ION ALL OPENINGS 2ND. FLO R WALL i DO i L'L F_ RAFTER CIO WOOD JOIST O No TOP PLATE GIRDER/HEADER WOOD JOIST F--1 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION z INSTALL 4.0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION O 4" - e•' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U ON ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4••x48•• 16go. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ~— SILL GASKET ' • 1 I1 TYP. CONC. FOUNDATION ^ 6MIL. CONC. SLAB DAMPPROOF EXTERIOR V GRANULAR FILL 6 L. POLY • y ` 1 6MIL POLY ON EXTERIOR 1 • y STEEL COLUMN `• ` CONC. SLAB 4 e I s v ANCHOR BOLT EMBEDMENT: // III %% s e n �'4 POURED CONCRETE: 7" ` /I • V COMPACT FILL • BLOCK WALL: 15" ` y • r a r 4 ` KEYWAY FOOTING o P C'D a• CONC. FTG. 4 , Q'4 s USE WITH 3x3 SQUARE WASHERS �.° > > •O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �% - O REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I — DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING r r SILL PLATE TO FOUNDATION 1 STORY 72" OC z CRAWL SPACE OR FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAW PA R FOUNDATION) r j `=1� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC > v AB- N-GRADE O O ' �r_SUBFLOOR O o CONC. SLAB DOORFRAME 6X6 10/10 WWM GARAGE O_JOIST COMPACT FILL 1 DOOR 1 I USE 2X8 STEEL BEAM FOR BLOCKOUT 4' SLAB ` W/ 6X6 NAM \ T SLOPE a.• • P.T. PLATE ` 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT �lr+"• `� l • a (WITH A NAILING PLATE IF NEEDED) A q1� r r 4'' a .r 7 1 2"•••: a• .� •• • TO BE APROX. 1/2" OR HIGHER THAN /•' �*A �{ ,n.'1'4 �4 O y s' • • STEEL BEAM TO ALLOW FOR SHRINKAGE \41• �__ _j t� ° ° • . • (PROVIDE STRAPPING TO KEEP JOISTS ALIGN R DE •� a • a ' 4 .'�O = • a p• • - r _ Y + DRAWN: MH 1 MS 12" i� i 6X6 W.W.M. a a„• Q e•° `� —11 4 4 p e °4 4 0 °/� �~ SCALE: 1/4"=1-011 s D •s O 'w �'4 Ll'4 A' 'e r y • s'„ atr� '+t MIN. O s ° II—II +c JOB#: •• a REINFORCING BAR n r' a p••°•e 1 Ld-- •O • REINFORCING BAR e ��• 4 '�• �` DRAIN TILE ---il� )' EEL B .e a { I F ' ° ° t �'�'""• � November 28,2016 12" ' FE (B EAM) •'rSHEET NUMBER: s,!u TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ ~�r � �' q �%• REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ��„�� GARAGE DOOR BLOC KOUT �` REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �o o� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 2p (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END ( ) ROOMS(OTHER THAN SLEEPING) 40 TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION SPACING NOTES GAURDRAILS ANY DIRECTION 200 QTY. �+ �C precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR GAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL (, 2-16d COMMONsn anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE '.4 M Y 4-16d COMMON rt CL+ INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE v o Ln or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v °; STUD O.C. NAIL Cn Sym.: ^' O 00 attached with Y h 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. � ry s eti 7).The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboardon 44 the interior with 5d cooler 7" HEADER TO 16"O.C. FACE v w or acooer nails at o.c.at Panel 16d COMMON SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL y In table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION Wi�t++ U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC G 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: x FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factor in table 3.16. r FLOOR JOIST,BAND JOIST, 2-16dCOMMO FOOT SEE NOTE12, : CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 B SEVERE 3 FT. 11 YES TO HEAVY MODERATE ' concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON 8).CO rand/oONSAROUNDEXTERIORWALL ed with up: SILL TOP JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:I (BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W 6).Crawls aces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 O p Pattached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE NOTES O Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. [---� BAND JOIST PER END H the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST JOIST NAILH 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U 8). section R405 of N.Y.S.Residential Construction Code.Draina a as per 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g p Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 �D FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFSH 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete .Tabulated 4 inch o.c.nailsp footing. IOINT DESCRIPTION O Edition Wood Framing Construction Manual. QTY. SPACING 3 a Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) ting assumes sheathing to rafter/truss framing members with G>0.49.For U below grade.Porches with covered roofs shall have 12"dia,concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE WALLBOARD Sd COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON @ 12"O.G. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all @ 6).Concrete piers shalt be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING' openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM-SBC be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Q� Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Q other access openings unless otherwise noted(typical). FLOOR SHEATHING: �0 Q 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0 } 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMON 6"0.C.EDGE 3).INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. Z 1"OR LESS 12"O.C.FIELD 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED ct WD 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) =04 >> (D requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 3 LO O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. `�-�1 8 _ needed. MENTIONED 1N SCHEDULE NOTES ONLY. 0 V 2).HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 V CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech 1 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. plywood subfloor ..^ shear capacities,nailing requirements for structural �.-., adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed . c.fQ over subfloor as per manufacture's instructions. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 0 r ~c 1).All electrical to be installed as per N.Y.S.Residential Construction Code. � such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. G' 3" 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and iry (►,,� 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. a ,{ to have regular 1/2"sheetrock.All walls to be taped and finished. members.the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. Q � �r X DRAWN: MH/MS to be reduced sol-16d nail per foot. 3).All electrical work to comply with 2014 NEC. Lt SCALE: 1/4"=V-011- 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of #Re' approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. , JOB#: torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR Z November 28,2016 5).For the fireblockin of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL g P i 423SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. + 0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A_5 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.