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HomeMy WebLinkAbout40447-Z 01IFFOIK. �lO coG Town of Southold 10/14/2016 y P.O.Box 1179 o .C*, 53095 Main Rd x4,1 4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38589 Date: 10/14/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2735 Beebe Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.4-37.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/27/2016 pursuant to which Building Permit No. 40447 dated 2/2/2016 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: GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6906, DATED 01-21-2016, AS APPLIED FOR The certificate is issued to Rubenstein B Fam 2012 Irr Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40447 06-30-2016 PLUMBERS CERTIFICATION DATED 0 Outtlzea Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 40447 Date: 2/2/2016 Permission is hereby granted to: Rubenstein B Fam 2012 Irr Trt 2735 Beebe Dr Cutchogue, NY 11935 To: Construct garage addition to existing single-family dwelling as applied for per ZBA. At premises located at: 2735 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-4-37.2 Pursuant to application dated 1/27/2016 and approved by the Building Inspector. To expire on 8/3/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $384.80 CO -ADDITION TO DWELLING $50.00 Total: $434.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. C? New Construction: Old or Pre-existing Building: '� (check one) Location of Property: 7�S /3e,&&— /2 House No. Street amlet� Owner or Owners of Property: � � /Qt" Suffolk County Tax Map No 1000, Section Block Lot Subdivisionirinc� ok-e c,- Filed Map. / Lot: / 3 Permit No. �- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� y Applicant Signature OF S®U��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ® ao roger.riche rt(a)town.southoId.ny.us Southold,NY 11971-0959 C®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Rubenstein Address: 2735 Beebe Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 40447 Section 103 Block: 4 Lot: 37.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-CAT Electric License No: 953-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 X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F]3 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: June 30, 2016 z Electrical 81 Compliance Form As OF SOUjy�lo - TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPE=CTION [ FOUNDATION IST [ ] ROUGH PLUMBING - [ ] FOUNDATION 2ND [ ] INSULATION 1 [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r INSPECTOR pF SOUlyolo , COU a •TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 IN - PFOUN ION 1 ST. [ ] ROUGH PLUMBING [ IF DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 1 i SO(/r�Olo o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: 000, &wee. DATE ®� ��' INSPECTOR2� SOUTyoI � o i% s �o ��y000NT'1�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ 7FINAL LATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l s I^ vi DATE INSPECTOR '10-2 M, ME E . , 13 1 NE:E:R I ';N 4G D CCS C OML D 20 July 2016 JUL 2 1 2016 Building Department BUILDINGDEPT. Town of Southold TOM OF SOUTHOLD Main Road,Southold, NY 11971 Dear Sir, I inspected the property at 2735 Beebe Road in Cutchogue, Building Permit#40447. The fire rated sheet rock was installed between the house and the garage in accordance with New York State Building Code. Also the railing was'installed on the steps from the garage to the house. HELY 4 �F6SS1®° BOARD CERTIFIED IN STRUCTURAL ENGINEERING .J0SI;PH0FISE:HETTI.RE]M FISCHETTIENGINEERINE3.00M r=31 -765-2954 1 725 H O B A R T ROAD S O U T H O L D ' N E w YORK 1 1 97 1 • 1 • • u INOLATION. STATE ENMOY • f O i u r TOWN OF SOUTHOLD BUILDINGP APPLICATION CHECKLIST BUILDING DEPARTMENT Do ou have r need the following,before applying? TOWN HALL card of Health_ SOUTHOLD, NY 11971 4 sets,ofBuilding Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502. Survey` South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. _ Trustees C.O.Application l Flood Permit Examined ,20 I ` Single&Separate li t i Storm=Water Assessment Form JAN 2 7:.20.16 . I0i�' ntae't: I Approvedf 1,20 -' --- =- Mail to:Rk t-/7 Disapproved a/c _ "l pe)/ VX 3�1dr— - Phone: �7 7' a.� / Expiration -'-'', rL" = ,20 1'l SEP 1 2015 L�:l; Buildi � tor. A PLI AT-16N FOR BUIL-DING PERMIT' ' BLDG DEPr ~ Date -/ , 20 / $' INSTRUCTIONS ----, " a. This application MUST be completely filled in by'typewriter-or'iii ink•and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b, Plot plan showing location of lot and of buildings on premises;.relationship to,adjoining premises.or public streets or areas, and waterways. c. The work covered by this application•may,not,be commenced before'issuance of Building Permit. d. Upon approval of this application,the Building Inspector`wiil issue ail i iiding,Peimit to the applicant. Such a permit shall be kept on the premises,available for inspection throughout the,work. e.No building shall be occupied"of used in whole or iri part'f'or'any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authoriied,h'as_not-c.Qmmenced within 12 months after the date of issuance or has not been completed within 1-8 months from-such:date:If no zoning amendments or other regulations affecting the property have been enacted in the-inierim,.the Build_ing.Inspectcrimay authorize, in writing,the.extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE,to:the B;uildiugp.epartment fQr the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town,of•S,outhold;Suffolk Cpunty;New`York;and othe'r_:applicable:Law,§,Prdinanceslor Regulations, for the construction of buildings, additions, or alterations or;for remoyal,or demolition:as herein described. The applicant agrees to comply with all applicable laws, ordinances,building,cpde,1ousing code;`and regulation$,and to;admit authorized inspectors on premises and in building for necessary inspections. t� (Signature of applicant or name,if a corporation W i� 'l ! AJC -�qk' (Mailing'address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -f �—f "` '� (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: _ House Number Street Hamlet• County Tax Map No. 1000 Section Block /� Lot 7 Subdivision d� J Filed Map No. Lot 2: State existing use and occupancy_of premises and intended use and occupancy of proposed construction: , a. Existing use and occupancy we'�lwzix- ;� I b. Intended use and occupancyfi 3. Nature of work(check which applicable):New Building Addition Alteration Repair' Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application), 5)If dwelling, number of dwelling units fl u-�Number of dwelling units on each floor i-7/A-1 If garage, number of car's `� i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7.')Dimensions of existing structures, if any: Front - � -Rear �(j U=' Depth -" -Height I`�j Number of Stories / Dimensions odaM", ,tcdur- ui?' Itera_tions or additions: Front Rear •1 Depth 3 I `.�ff t Number of Stories10 r �8_ ;Dimensions of entire new constructiow-Fr-ont•,-1, Rear ' ' '" �r Depth Height Number of Stories t\ 9. Size of lot:Front _3" RearDepth 10. Date of Purchase � , .•.,, Name of Former.Owner 11..Zone or use district in whibh,premises dre:situdte& -.."' 12. Does proposed coristruc'tion`•v=zolate any zoning'Iaw;"ordiiiaricerorre ulation'? YES NO g.r 13. Will lot be re-graded? YES NO .L/.Will excess fill be+remoyed from premises? YES NO 14. Names of Owner.of remise�� W�: ddress �X7- hon.':e..'No.73• `/- -7 Name of Architect Address iJa1i. Phone No " Name of Contractors-�%2CFrs rzcr %.rysl Address'PO -Phone No.' rf?'7 -0 9� 15 a. Is this propertywithin 100 feet of a tidal wetlan&or a";fteshwater wetland?<*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&•D.E.C. PERiVII`I'S`IVIAYBE� QUIRED.. b. Is this property within 300'feet of a tidal wetland?* YESL"' NO' * IF YES; D.E.C.'PERMITS'MAY`'BE REQUIRED. '^ ; . ' j.. ^ r• 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is-at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY.' STATE-_OF NEW YORK) SS: CO TY Iq OF • - - - r ...being-duly,,sworn,deposes and says that(s)he 1s'the'applicant 'Tfame of individua igning co ct)above.-named; t, '. ✓'`pts �, (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 an '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. , Swor to Wore met ' da of 0 otary ublic i nature of Ap licant C THI&M.CUSATI Notary Public,State of New York No.01CU6100507 Qualified in Suffolk County Commission Expires Oct 20� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 1, 2015 TO: Ratsey Construction (Rubenstein) PO Box 398 Greenport,NY 11944 Please take notice that your application dated September 21, 2015: For permit to construct garage addition to existing single-family dwelling at: Location of property: 2735 Beebe Drive, Cutcho ug e,NY County Tax Map No. 1000 - Section 103 Block 4 Lot 37.2 Is returned herewith and disapproved on the following grounds: The proposed garage addition, on a nonconforming 19,950 sq. ft. lot in the Residential R- 40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. The proposed construction has a front yard setback of 29±feet. el ,t"'t Authorized nat 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. n BOARD MEMBERS of SOU,, Southold Town Hall Leslie Kanes Weisman,Chairperson ��� y®� 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �p �0 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQ(f�y,� Southold,NY 11971 http://southoldtown.northfork.net I �� ZONING BOARD OF APPEALS " TOWN OF SOUTHOLD JA N 27 2016 Tel.(631)765-1809•Fax(631)765-90641 FINDINGS,DELIBERATIONS AND DETERMIN`— ATT ONL --� r' MEETING OF JANUARY 21,2016 ZBA FILE# 6906 NAME OF APPLICANT: Barbara Rubenstein PROPERTY LOCATION: 2735 Beebe Drive(corner Emory Road) Cutchogue,NY. SCTM#1000-103-4-37.2 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: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its teply dated December 1, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 19,950 square foot parcel located in an R- 40 zone. The parcel has 133.00 feet running along Beebe Drive, and 150.00 feet running along Emory Road. The parcel runs 133.00 feet on the East side and 150.00 feet on the South side. The parcel is improved with a 1 story frame house with attached deck and an accessory shed. All is shown on a survey prepared Nathan Taft Corwin, III, LLS, and dated October 23,2015. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's October 1, 2015 Notice of Disapproval based on an application for building permit to construct a , garage addition to existing single family dwelling, at; 1) less than the minimum code required front yard setback of 3 5 feet. RELIEF REQUESTED: The applicant requests a variance to construct an attached garage with a front yard setback of+/-29 feet where code requires a 35 foot front yard setback. ADDITIONAL INFORMATION: At the hearing several neighbors testified against the application and a neighbor's letter was received opposing the request. The applicant's agent testified that the applicant has substantial vegetative screening along Emory Road which will make the garage addition difficult to see from the street, which was corroborated by ZBA Members through personal site inspection. FINDINGS OF FACT/REASONS FOR BOARD ACTION: 1 Page 2 of 3—January 21,2016 Z13A#6906—Rubenstein SCTM#1000-1034-37.2 The Zoning Board of Appeals held a public hearing on this application on January 7,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Attached garages are typical in the neighborhood. The applicant has two front yards. The front yard along Beebe Drive is the architectural front yard and the yard along Emory Drive is the Architectural side yard. The applicant's proposed project would have a conforming side yard setback. The existing vegetation and berm along the property line on Emory Drive will remain, which screens the garage from the road. 2. Town.Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build an accessory garage or could build a much smaller attached garage with a conforming front yard setback. However, accessory garages are not characteristic in the neighborhood and, due to the placement and layout of the existing dwelling and driveway,the proposed location for an attached garage is the most logical and functional. The applicant's agent testified that reducing the width of the proposed attached garage to maintain a code conforming front yard setback from Emory Drive would make the garage unsuitable for the applicant's car and storage needs. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 17%relief from the code.However,the applicant is burdened by the fact that this property has two front yards. 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an attached 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 267-13, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the building plans by Joseph Fischetti, P.E. labeled A-1 through A-7 dated September 13, 2015 and the survey prepared Nathan Taft Corwin, III, L.L.S. and dated October 23,2015. Subject to the following condition; CONDITION: The existing vegetative screening along the property line fronting on Emory Drive shall be maintained in perpetuity. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. I Page 3 of 3—January 21,2016 ZBA#6906—Rubenstein ,SCTM#1000-103-4-37.2 An deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the'zoning code. This action does not authorize or condone any current or future 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, Dantes,Horning. Member Goehringer was absent. This Resolution was my adopted(4-0). 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NOTICE OF UTILIZATION.OF TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED WOOD'CO STRUCTION AIMOR TIMBER CONSTRUCTION= Date: ,?-,', Owner:_ �2 ?i�-'` v � �)I Location of Property: 7,3 ,:t _ / �� Please take notice that the cheek a �licabWline : ( PAS . � ) New residential structure K ,f ✓ Addition to existing residential structure Rehabilitation to an"existing residential structure to be constructed or performed at the subject{iro'lierty`ref�rence above will utilize (check applicable line): Truss type construction'.(:i l) , Pre-engineered wood,ponstructian=(PVA) Timber construction-(TC) in the following locations) (check applicable line): Floor framing, inciiadihd)-girders.,and:beams(F). Roof framing(R) Floor and roo'-framing (FR) Signature: - - Name (person sl brnitting this forrri): Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 ' a ' 6" DIAMETER R.EF_L',ECTIVE,RED, - ROMAN ALPHANUMERIC � 'PANTONE =` ' -DESIGNATION OF'CONSTRUCTION (PMS)'#187 r _' 0. '.,Y 4" " TYPE BASD;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" (N• 7 REFLECTIVE WHITE . ' wo 1/21' STROKE _DE'SiG w0oft'-S'i`FtUGTIfR'AL --- t.�; :IiOMP47NE �S TN(iAT'YII�E OF TRUSS C©NSTRUCTION "F" FLOOR FRAMING,,INCLUDING GIRDERS AND B,EA&fs` "R" RO;OF.-FRAMING„ "FR" fz4i4r li Akb ROOF RRAh{ 16G L iMIC E WITH 19 W.CRR PA T.12G.54Aqe_ . - f wrms05LE coDEs 7111 alJ EX" LE TRUSS IDEMIFIGUONi SIGN DATF:ON08,/2005 r" " : . ..� _. NEW YORK STATE DEPARTMENT OF STATE -: DIVISION OF CODE ENFORCEMENT Y AND ADMINISTRATION {DEAkj2TldENTDf,%$TIiF.. Tamen HaIl Arc SWS Mak awd D P.O Baas 1179M. Sou&dd,NY 11971-0999 . �lUN1'h JUN ® 8 2016 ` • BbUDING DII'ARTIIRENT WELDING DEPT. • ToWN OF SOUTSOLID TOWN OF SOUTHOI.D APPLICATION[ FOR ELECTRICAL INSPECTION REQUESTED BY J�9 c dtk lv'A� Company Name: zz CAT— . z a�, e-- No.: ddress 1-7 Phone No.: com` JOBSITE INFORMATION: (*Indio,required information} 'Name: ?zeN ,,Ile tj *Addism 3-72r- Uoce *cross stoat AI J r• *Phone No.: -Permit No.: Taos Nap Dbbft 1000 Bbdc Lot 'BRIEF DESC MP-TION OF WORK(Plme Print Clearly) (Please Ckdo All That Apply) tis job ready-for upon. h Final To you need a Temp Certifma[e: YES(g) _Temp Inbrmadon(if r4 *Ser*e Size: - -1 Pia 313hase loo 15o 200 300 350 400 Other *Nm Spice: Roconned ' Underpamd Number of Meters 'ChoW of Service Ovedwad Addidonei trrf+opis afiion: PAYMENT DUE WITH APPLICATION �J 824tequestfor hmpecdon Fwm t�'G /� l,,�� It " 4 _ V \-A O •q 2735 Beebe Drive Cutchogue, NY 11935 D D SEP 2 0 2016 BUILDING DEPT. TOWN OF SOUTHOLD `f 6L] q 7 FD� ZCLE�d V Lpm I OCT 1 3 2016 LL BIDING DEPT. TOWN OF SOUTHOLD i � ti 4�y - >-l�,j 11 .�'• ,fir'�id!%,4.r�' V .L i T - '� n. 'Y^ r ` t. or p e' M�a R •M. 6 A 3 ,, •• , Tom_- .j; . .. moi►. �` ,.�.�4. I r 4 ray taw: _;i� Y• rtf•.•l. i.-:ter✓ � -f i-, .w.#,,.s. `d:�'•ti moi' +� -. � -• ., v �,1' .. 'j ����Kul,r ��1.6r - •. 'D t♦ t�•Xi f 1 M .r. V' L ate we Ae t x tvo, .►J '� R• Alt t 4W M AW 111 AMW - , ANO r *WAMP Mir S s I r i SUFFOLK CO. HEALTH DEPT. APPROVAL H. S. NO. lam- 50-12? 1 1 • l STATEMENT OF INTENT € h THE WATER SUPPLY AND�SEWAGE DISPOSAL SYSTEMS FOR THIS , RESIDENCE WILL 79 /,r,5 �,.• 16,Z) e v0 CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. • _ (S) APPLICANT _�TTME9EIZ�"_CURBS-- . SUFFOLK COUNTY DEPT. OF HEALTH t� SERVICES — FOR APPROVAL OF :) CONSTRUCTION ONLY r--^- DATE H. S. REF. NO.: !2- vim—X22 �9 5•/ -r C7T_7. ,li .., / APPROVED: AT � � ' � �� ,.-• - � SUFFOLK CO. TAX MAP DESIGNATION: CSI ;Sys. /qj � DIST. SECT. BLOCK PCL. OWNERS ADDRESS: TANI< 0 °s i _CuTZT9S'x_ 16t DEED: L. he a P. y Z 0T4 /� �VQG J I )C t- �a r> TEST HOLE STAMP " ffiALRNORIZED ALfRkAIIVN OR ADDITIO8 10 THIS SURVEY IS A VIOLATION OF MON 7209 OF THE NEW YORK STATE [DIWArr,OTa LAW. PQPIES OF THIS SURVEY MAP n01 9kAif(a I¢LAND SURVEYOR'S INKED SEAL OR } L%ZOSSED SEAL SHALL NOT BE CONSIDB@e, re jul Peal 10 BE A VALID TRUE COPY. c r 13llARANTEES INDICATED HEREON SHALL RuY s 1 J)[dLY TO THE PERSON FOR WHOM THE SW L,5 PREPARED,AND ON HIS BEHALF TO THE ^ [ITLE COMPANY,GOVERNMENTAL AGENC le e 4 LENDING INSTITUTION LISTED HERON, A' / x ! 'YO THE ASSIGNEES OF THE LENDING INV W■ JOW4 GUARANTEES ARE NOT TRAMW A10 L /tart `,� ;rho wn r 4-r /1% - TITLE No. 830B-2'74-793 EO,ADDITIONAl SEAL ►�� 74- 0?; �� ho r :TSF•c-l-icf7\-��z TL.►u -.€rq ► .NCE Co. -/r ,,�!. 'r• a / ` r J'/ �..... �f_ _I^� �^P1 1^->1_ � � j' /, pz---IMS.. /r/ t /yy\ VeAA+�.i-ry1.=/1G F=�•-�I..`-�w�.S: &Q n-1 RODERICK VAN TUY— L,P.C. LICENSED LAND�SURVEYORS GREENPORT NEW YORK TELEDYNE PQST N22035 ' J e SURVEY OF ]LOT 13 MAP OF SUNNY SHORES FILE No. 3231 FILED AUGUST 30, 1960 4% SITUATE °°` � f CUTCHOGUE a � PAVEMENT GUS '� S O p0' TOWN OF SOUTHOLD EDGEOF ° ° . wIRE _ — SUFFOLK COUNTY, NEW YORK UTPp E FOUND S.C. TAX No. 1000-103-04-37.2 ° ° °< °° pee r OF SHRUBS GONG MON i' SCALE 1"=30' ° s t ROW I 5 Q OCTOBER 23, 2015 ° 79 e" _ °4 WIRES 1 OVERHEAD ot P 1 PRop05Eb pg�P O?, AREA = 19,950 sq. ft. FOU CD MON N 6' p1p L �, 0.458 ac. N ° CO Z BL OCK BELGIAN e ' LOT PROPOSED GARAGE DRAINAGE SYSTEM CALCULATIONS 21 O' r ° > < 5N 1 z C GARAGE AREA: 462 sq. ft. ' N `� O ° < VEL DRNEwpY° 1 � 462 sq. ft. X 0.17 = 79 cu. ft. < GRA < ° ° . ° ° 13 O 0 5'3' 79 cu. ft. / 22.3 = 3.5 Vertical ft. of 6' dia leaching pool required PROVIDE (1) 6' dia. X 4' high STORM DRAIN POOL 9 ° gyp' ZO o 100'_ — < — N 621 o Q 2�3' — N 0 °Q x 2 0, -;a i 0 n , Y co �0 ° , O Zz0 U)�O ° o O Ud LA G (�J ° ° < tn�z N Ln70 o f� �3 Q z �o ° 25 5o � ° CNIMNF- � ND Bldg Dept copy from ZBA Y FOU �o DONo MON Final Feview d documents ZBA File# j 0 Co TREE LINE Date: / STANDAED FOIj.-TITRRDANNCIE S A HE MINIMUM HED o.IF.R/ p0 BY LI.@ S�.4NB'b',P NOTA OPTED W / OF SHRUBS 5 p' US , < ° ROW I TIO !CS d ON'Ar Q F MON Q CONO FOUNND < COS M ON ,5p W ;� a 3 a � < S 79 LOT Y S Llc No 50467 < - UNAUTHORIZED ALTERATION ADDITION Nathan C o r w i n III U THIS SURVEY IS A VIOLATITI ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR I EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIRCATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen, Jr LS ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L S IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FOX (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road PO Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1 iy — e a1 6md 4 ,0 -7 P4 U P4 P4 A ° 'Eli lell ---• A l 7777 .'l.. ::"mmmmmmmm, ELECTRICAL INSPECTION REQUIRED � N U FRONT ELEVATION OCCUPANCY OR SCALE: 3/16II = 1'-0 II w U p4 A` DAS aTD USE IS UNLAWFUL :Z) DATI&-. 8•P•# VIIA � � WITHOUT' CERTIFICATEFEE: BY: NOTIFY BUILDING DEPARTOF OCCUPANCY 765-1602 8 AM TO 4 iPM FOR THE FOLLO'AIING IN.SPECTONS: 1. FOUNDATION - TWO REQUIRED RETAIN STORM WATER RUNOFF F0 D CON'C RE TE PURSUANT TO CHAPTER 236 2. ROUGH - Fc..,MING & PLUMBING OF THE TOWN CODE, 3. INSULATION DO NOT PROCEED WITH 4. RE AL - CONSTRUCTION MUST FRAMING UNTIL SURVEY RECGfPLE: Fc c..;�. OF FOUNDATION LOCATION S:',LL t,"Tr THE HAS E3EEU APPROVED. r.E',1Jl iEMi'%ITS OF TH-CODES OF NEW • YORK STATE. NOT RESPONSIBLE FOR DSsIG"d O R . LLQ W Z TRUSS PLACAFD1NG RIEQU:RrD 1 z CO�Ii'LT— Y WITH ALL CODES OF _ W � � N NEW YORK STATE & TOWN CODES J X J to AS REQUIRED AND CONDITIONS OF - Q O O cfl SOUTHOLD TOVAN ZBA Zm = t` 'L-- BQARD DEFT ELEVATION 0 o 1- M IATA ( A SCALE: 3/16II = 1 -OII W 0- 0 LL CL CL DRAWN BY: )F 0 9/13/2015 SCALE: SEE PLAN Ll SHEET N O: ISCjjyu REAR ELEVATION SCALE- 3/16" = V-OI' W U W � A ° 1 1 1 10. 122'-0" .__.. P Q 1 1 W 1 z 1 ^ w 1 O 1 , W as 1 ----------------------------- -------------------------------- —• Fq Ln V •i 1 1 -----^--------------------i----------- -----------------• r , a i ; #4 REBAR @12"OC U 1 ' AND AT FOOTING N 1 1 1 � � PICAL) I - 1 1 I ; 1 a i 1 t 1 , P4I 1 1 I , 0 I 1 , I • I , 1 1 , I I , O 1 1 I EXISTING 1 1 , 1 1 1 , 1 1 , 1 I • L,(� 1 1 I W 1 W 1 e 1 1 Z 1 1 I 1 O z �— I d I , 1 --------------------------;---------------------------------— W (D N Q 0 0 -------------------------------- - Z co m • O 1— •-` 163" 3'-10'/z" 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHTABOVE GRADE O co OTO MATCH EXISTING.. W O CD 1 '/z" 4 „ 2). FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY FOOTING.FOOTINGS LL 122-O TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON O 1 UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 1 1 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE.INSTALL 1/2" Q_ EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. ' PITCHED TO O.H.DOOR OPENING.REINFORCE SLAB w/6X6 10/10 WMM ON 6"GRAVEL OVER COMPACTED SOIL. 4).PROVIDE 2X6 ACQSILL PLATE OVER FOUNDATION WALL.SILL PLATE TO 2 BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL GASKET. 5).PROVIDE 5/8" DIA ANCHOR BOLTS AT G-0"O.C.AND W/I 1--O"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM T' IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT DRAWN BY: IF FOUNDATION PLAN SCALE: v4" = V-o" 9/13/2015 SCALE: SEE PLAN 01F SHEET N O: 1 W-4 V Z zz'-o" w � � o Z 2 o w P4 w z' 11111111111111111111110 � A w Z p4 o ' W p4 m ' cn ' � V ' N W ' V N V. REPLACE EX.WINDOW OPENING Y • 0 ' \1 ❑ W/DOOR.ADJUST OPENING AS `v REQUIRED.DOOR TO BE 45 MIN. 'FIRE RATED w/SC HINGES AND 0 `O TEELJAMB N N X , ry , -------------- ----------------------- --- ---- EXISTING W ' Z � � (D Z zd- ' r- w co J X _j(2)1-3/4X14 ARIL HEADER ' N QOOLh / Z 00 r. F- U) 16;0" O � O - U) O M W U) LL 16';0" 4'-Q" O 1).PLATE HEIGHT TO MATCH TOP OF EXISTING WALL. ;z2'-O" 2}.EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. ' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. A __w__ : 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL NEW OPENINGS UNLESS 2 OTHERWISE NOTED.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. I 6). INSTALL 5/8"TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING ((� p layer - DRAWN BY: �Fb nC_ -f l 9 2015 FLOOR FLAN � pst&Nn IooQKd. -D b � /13� SCALE: 1/4" on bPP US/� St d o 1 GAS SCALE: SEE PLAN uAq , 2 , [ 1 � SHEET NO. tin 1 14 1 W 1 ' o A � 1 Z w 1 FE-�1 1 1 0 W � I A1 I 1 1 1 0 w 1 12 I °� � 1 0 F-i L o 1 N c) ' � V 1 z N 1 pq I 1 Wr] 1 V 12X10 DF#2 RIDGE 1 EXISTING 1 1 1 1 V ' O i 1 Cf ; 12 ' 4 LL 1 1 1 co 1 N1 1 1 1 / _ 1 1 1 1 W I W1 1 Z • bQ0z � 1 1 z r 1 f X 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. QOocoz m = 2).APPLY METAL DRIP EDGE OF ANY UNDERLAYALONG RAKE EDGES AND O O = r ------ DIRECTLYTO THE DECK ALONG EAVES. (n (y) 25 WCLOc�o 3). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. U- 4). ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS O WITH ROOF AND SIDE WALLS (TYPICAL). 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING a' MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. O0 FLA �I UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE `l WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS SCALE: 114" = II-0" COMPLETE. 5).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. STORM WATER MANAGEMENT DETAILS. USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT " CUTTING INTO SHINGLE SURFACE. GUTFERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA PIPE�.SLOPE GPM /4"SLOPE GPM (INCH) ®1/i6"SLOPE IB"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER DRAWN BY• F 3 340 480 2 1088 46 3 1"41 68 2320 96 4 720 1020 2.1/2 1974 82 4 3760 156 $300 220 5 1250 1760 3 3220 134 5 6680 278 9440 392 6 1920 2720 4 6920 288 6 10700 444 15100 628 9/13/2015 OGEE GUT T ER-STANDARD 5" NOTES 1).EXECUTION SCALE. SEE PLAN N.DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2)PREPARATION N CLFfW SURFACE TH ROUGHLYPRIORTOINSTALLATION B) PREPARE SURFACE USS�G METHODS Rg(;OMMENDED BYTHE MANUFACTURE FOR ROOF AREA SSO SQ FT ACHIEVING THE B ST REYULTS FOR)yE p1J8S'RATEUNDER THE PROJECT CONDITIONS AT 100%WATER RUNOFF:92 CU.FL Q PA""CONCA LE A"AL SURFA'2 D S FACESINCONTAC7 WfTH DISSIMILAR METALS W.IL TECTIVE BtAC�XING ill "i PROVIDE(1)8'DIA X 3'DEEP DRYWELLS 3.wsrALunoN �/{�//1l�p��� J� (�, i//� ��-{{ SHEET NO: N.PERFORM WORKI AC'CDRLANC FlAA6Z68 ANf)TFIIwDRAWINGS 1).GUTTER TO BE PIT; AICC�$LEADED 1'TO 2'FOR E�/E�'OF RUN. DRYWELL CAPACITY:126 CU.FT 2)sHEETM TUJ)Iy7L wA ER1 GHT)ol al.COPPER/LES LASH` `D°�Try,��TER G TTE�tS TO P D ACCESSORIKv�,`,.„ IC„i y k.6"., 4•.A Y+ * 11.ALUMINLI1 IM�A1VbEM7LLLK WITN b IL. PJ(�I_ CONNF.CTO ('� I, �';'., S g 3)CONNECT DO PST -S'Oill SV�1TM AS IND 1tED aL CONNECTION W R G DRY WELLS TO BE 10'MIN. r AWAY FROM HOUSE 4)PROTECTION, A)PROTECT INSTALLED PRODUCTS I COOIECTI/ S 00 p BI.TCOMPLETION AIR OR RE91,AtjC�NS+GE[�-PRODUCTS BEUBSTANTIAI W;/' f �.d 2X10 RIDGE OG 2X�OF�Z - - - - - - - - - - 2X12 DF#2 C) @16"OC W (2) 1-3/4X14 5/8" TYPE-X FIRE RATED SHEETROCK Z' OH Zi ML HEADER ON WALLS AND CEILING W O Z SIDING TO MATCH HOUSE W/ UNDERLAYMENT OVER Q W P4 W 1/2" CDX SHEATHING •--� A Z cr\ 2X4 STUD WALL @16"OCzpq W 2X6 ACQ SILL PLATE �" W Fri W TERMITE SHIELD Q W SILL SEAL pq E 0 N V s a. o a e . a e . e e • • a a . a e . o a 4" CONC. SLAB, REINFORCED• 811 PC W V Q PITCHED TO O.H. DOOR OPENING -� WALL ' c s 6X6 10/10 WMM ON n� ' 6" GRAVEL OVER COMPACTED SOIL 16"X811 CONC. FTG. (2) #4 REBAR SECTION A-A � 4" 2 SCALE: 3/0" = V-0" ®, ® ® ® , 11 ► Iitlti rlosPS STEEL E EStliORGALvntzEo WASHERS@12MO.Gw/ , 11 I I `I • ( I 11 lI I 1 1 1 1 72" z - I 1 I I + I I I zR•APA RATED SHEATHING I ' I I GRADE PLYWOOD �•J (ALTERNATIVIVE:7l16.0.&&) I z Lo APA RATED_ z ® 1GRADE PLYWOOD THING W Q cl (ALTERNATMVE'7l16"OSB.) a 0 0 CD •10 STAINLESS STEEL 'I ( I ( z W T A OR GALVANIZED . it- '�• WOOD SCREWS W! WASHERS @ I2.O.0 + I 1 + ®' O ' I WINDOW SILL O •"� . (( iT J W0.. 0to LL 2 I I Ii { IIi � IIi �j IIi ,Ii� � 1 I IBN-APA I PLYWOOD —SHEATHING DRAWN BY: JF IJ i l i I IJ I 9/13/2015 2%4 II SCALE: SEE PLAN m STAINLESS SIEEOft GkLVANrAD'WOODL I I I 101'&COV a Ni1LnFlE PLY WOOD AS..O lx + � ��® SHEET NO: 2-2M DF62 91)DS CONNECTED A { s TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W!WASHERS C;;, "1+ AND NM r-T O.0 � B+PI 20 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(TF NOT USING IMPACT GLAZING) _ane ci WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �b O, 0525 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOCOVER GLAZED OPENINGS �} v CONSTRUCTION CODE).THIS WITH T A SUBSTITUTION FOR DESIGN-PRESSURE.ATTACHMENT HARDWARE PROVIDED. REFER TO SECTION 1609.1.4,ALL OPENINGS MUST HAVE DESIGN.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL PRESSURE UPGRADES WHERE APPLICABLE. • •r-S SIO 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, rW V KING STUDS \ RAFTER WALL STUD ENDWALL CRIPPLE STUD a BOTTOM PLATE ■ . . RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL W RAFTER JACK STUDS �r A 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 W CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSPNUMSERI DESCRIPTION APPLICATION 11 LOCATION USP NUMBERI DESCRIPTION APPLICATION IRAFTER SIZE USP NU0ERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH All OPENINGS LSTA12 1-1!4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24'20ga.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER 1 LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. 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 FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE w BLOCKING @24"OC V1 WALL STUD F+,^i Q THROUGH-ROOF EXHAUST VENTS SELECTED AND r^ L•J x LOCATED BY CONTRACTOR �/J h�' r , METAL STRAP ` CRICKET AT TOP-SIDE OF VENTILATION CH &/ANNEL ` v RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHRAFTERSEATHING MAINTAIN VENTILATION WOOD JOIST V ' SIDEWALL FLASHING FOUNDATION _ TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE Zx4 LEDGER BLACKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 1 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND 0MINIMUM NET FREE VENTILATING AREA - GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF - WOOD GIRDER INSTALL 4'0"O.C. �� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4".8. LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS �� SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS ; PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 410,O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF U INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS . AND SO AS TO MAINTAIN AIR CONNECT O ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS � '� KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING I SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOISTIm. rl �'"� J� I I /� j�(tN TOP PLATE GIRDERIHEADER `,(v\• SIDE W1"li. L FL,48HI' "G WOOD JOIST W 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD w FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERSZ INSTALL 410"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8' LSTA36 1-1/4'x36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION • 1 9 PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE z RAFTER/PLATE RT75 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL 8"-16" MSTA48 1-114"x48.16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTSL HJ C� O N ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR OF ROOF X PLATES TO EACH STUD � < 00Loo DBL.SILL PLATE 7 TERMITE SHIELD SUBFLOOR . L co = r-- SILL `SILL GASKET / — WOOD JOISTS f NEOPRENE I O O r CONC.SLAB - --"` ///��2x6/2x8 CONTINUOUS WOOD PLATE M TYP,CONC.FOUNDATION � � GASKET . � 6 MIL.POLY V� I BOLTED TO STEEL BEAM WITH '^ ^ O DAMPPROOF EXTERIOR - ` V J LL. V GRANULAR FILL - EMIL POLY ON EXTERIOR i I I/2"DIA. BOLTS s 48"o.c.STAG. w U) ° V � /'` STEEL COLUMN I "° � � � �// 4 a o n C ROOF JACK \ �` v , CONC.SLAB D _ �>° \\ ` STEEL BEAM LL IO COMPACT FILL 1 4"x 1/4"x S"STEEL ROOFING LAPS �� TOP AND BOTTOM PLATE ° V / a • FLASHING AT WITH 1/2"x 6"ANCHOR BOLT Q KEYWAY FOOTING ^ '3 . C CONC.FTG. p Q p o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2"GROUT _ > , o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) _ DRAIN TILE p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION5/8'DIA.ANCHOR BOLI 3"STEEL COLUMN - I ( SUPPORTINGMAXIMUM SPACING (LASHING LAPS i i 10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARINGWHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL I r—SUBFLOOR CONC.SLAB DOORFRAME 6X610/10 WWM GARAGE COMPACT FILL DOOR JOIST I USE2X9FOR CKOUT STEEL BEAM DRAWN BY: J F 4"SLAB Y ( = SLOPE P.T.PLATE /h ` W/6X6 WMM 4"DRIVE1llAY—�. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SPACE `� < 1 • ° 1/29 (WITH A NAILING PLATE IF NEEDED) 9/13/2015 AT END AND a ° n° •'•° .' TO BE APROX.1/2"OR HIGHER THAN GRADE DES OF WOOD ' D 's' D •, :•: STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS ? O (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) o �i<�'e C\ 6X6 W.W.M. a d�e C — 4 e °D • C •° s"• D•'� 12" n �D n C ° `�C!'° 4�,Q /1., ° o ����NOTCH BEAM FOR MUDSILL If REQUIRED--MAXIMUM A O• n w�p '---SUBFLOOR SCALE: SEE PLAN MIN. ��4 a e ° REINFORCING BAR .p '. REINFORCING BAR >° NOTCH EQUALS 1/4 DEPTH OF BEAM e D p•e•s °n.° 1— 1 —SOIST DRAIN TILE I., ►I , 12" ° SHEET METAL/30%FELT UNDER BEAM AT POINT C�)' C• C.• C�` STEEL BEAM OF CONTACT WITH CONCRETE OR LONG.BLOCK lid TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)+4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° °° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAMS,., • REINFORCE FOOTING WITH(2)x4 REINFORCING BARS. ®n 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKouT vy �" °`&�'� SHEET N BEAM POCKET ! ill 1C* r d W WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: V GENERALN RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION !� 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTIO NAIL NAIL NOTES BUILDING USE Z QTY. SPACING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required BUILDING HEIGHT W 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-NAI O TOP PLATE 10'WALL:4-8dCOMMOt RAFTER TOTAL SQ. FT. OF CONSTRUCTION 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAI W 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 DESIGN CRITERIA CURRENT I SEC G PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT 86C NIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL r/� 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 O LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES W sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP EXT. BALCONIES 60 P4AS PER TABLE 3.7 EACH FACE W OVER PARTITION WFCM-SBC LAP NAIL 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE A5 PER TABLE 3.4 EACH FACE DECKS 40 „r /�J 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 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 ATTICS w/ STORAGE 20 W ^ 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 DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH :tcl (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 W (DO NOT SCALE DRAWINGS). 2-16d COMMON 4}.WALL ASSEMBLY TO FOUNDATION: TO RAFTER END First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 ® W M r h WALL FRAMING. 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 STAIRS `� h+"i V responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 Q O 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 QTY SPACING NOTES 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 OSURE CATAGORY M xj TOP PLATE TO PER FACE NAIL r , 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, 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION V anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE N 5).Refer to the Window and Door schedule for exterior openings. comers. 4-16d COMMON 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 I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE W 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 exterio 2-16d COMMON V P STUD O.C. NAIL I attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACE FIRE PROTECTION SEE FLOOR PLANS Pq 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER ALONG EDGE NAIL 16d COMMON (SMOKE t 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 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONSPER FACE NAIL &pp RESCHI CK�+ `J 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the approprial a FLOOR JOIST,BAND JOIS 2-16d COMMON FOOT END JOIST OR BLOCKING length adjustment factors in table 3.16. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details and notes to determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewali 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.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QN SPACING NOTES / MODERATE SLIGHT TO - 2.4.4.2 and 2.2.4 respectively. 20 LBS. tD, B SEVERE 3 FT. TO HEAVY MODERATE 11 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas, 4-8d COMMON masonry 9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDEI t JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOENAIL SPACING NAIL SPACING AT INTERMEDIATE 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 TO JOIST END NAIL SHEATHINLOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIEL NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELD 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 3-16d COMMONNOTE:2 FOR PANEL FIELD 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 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 3-16d COMMD) 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM JOIST NAIL NOTES 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 TO BEAM 7).Dampproof exterior of foundation with bituminous coating as per JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w 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 ACO pressure treated lumber. BAND JOIST 3-16d COMMq PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 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, W BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nal!spacing assumes sheathing attached to rafter/ttruss framing members with G>0.49. 1 �- into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RF S H EAI N For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. z (0 Z Lr) 1).All framing techniques and methods as prescriptive design of current SBC High Win ).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QN SPACING NAIL 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W (0 Q N Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. AS PER TABLE 3J framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -� --� LO Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATIONNAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Z m O 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted ) g JOINT DESCRIPTIO NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 5.A minimum st n inch building shall be installed between the building and ledger. QN, SPACING 4'EDGE ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1,3(BOTH FIELD O O M otherwise. Ledger to be fastened to building with 112"dia.bolts with washers and nuts @ @ 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.Ft. 5d COOLER INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 W O WALLBOARD 10"O.0.(FIEL 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 LL W openings.Bearing wail window sills shall also have(2)window sill plates for 2x4 wall 7).AN joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). JOINT DESCRIPTIO QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 O and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL gd COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall LL 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCMI-SBC be used. a. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO3"O.C.EDGE N 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6"O.C.FIELD 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu PLYWOOD Q).All water supply,drainage and venting to be installed as per N.Y.S.Residential 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. Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. WALLBOARD 5d COOLER 10"O.G.FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt JOINT DESCRIPTION STRUCTURAL PANEL 6"O.C. EDGE needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.G.FIEL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearin to all a livable codes and safe NOTES: 2j USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing rade plywood.Plywood to cover over plates and headers. 9 pp ty 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. p 9 9 plyw yw requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF DRAWN BY: IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ) y y q Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing ).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 Fireblocking shall be provided in wood-frame construction in the following locations. 9/13/2015 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-centerail at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular r furnace sheetrock.All wails to be taped and finished. ELECTRICAL NOTES. members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SCALE: SEE PLAN 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted 2).At aft interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced toll-16d nail per foot. drop ceilings and cove ceilings. .y/ lk 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t(13).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ' f� rr . SHEET N O■ 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ,)�a.�'�:� ,.r�_ 1:. ,� ,, c,: under stairs shall comply with N.Y.S.Residential Code. ,✓,,��" `.,Y' �.., 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. r LL; 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. : P L 'M.ra''