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HomeMy WebLinkAbout40883-Z FOI �aG- Town of Southold 2/13/2017 0 P.O.Box 1179 .�, 53095 Main Rd 'A� �4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38827 Date: 2/13/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3493 Ole Jule Ln,Mattituck SCTM#: 473889 See/Block/Lot: 122.-5-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/29/2016 pursuant to which Building Permit No. 40883 dated - 8/5/2016 was issued,-and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Poole,Gerard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40883 02-02-2017 PLUMBERS CERTIFICATION DATED YhoffSignature TOWN OF SOUTHOLD �gl1FFD(,�c�Gy BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE SOUTHOLDs 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#: 40883 Date: 8/5/2016 Permission is hereby granted to: Poole, Gerard 3585 Ole Jule Ln Mattituck, NY 11952 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 3493 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-5-22.1 Pursuant to application dated 7/29/2016 and approved by the Building Inspector. To expire on 2/4/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $474.40 CO -ADDITION TO DWELLING $50.00 Total: $524.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76S-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 Certif cafe"of Occupancy-_ 25 - 4. Updated Certificate of Occupancy- $50.00 ,5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 -t 13 0 2 3J l ���� (TYUL House No. P(301e--Street Hamlet Owner or Owners of Property: G�C-Ou j Suffolk County Tax Map No 1000, Section 1 a cL• Block Lot a > Subdivision Filed Map. Lot: Permit (�No. I, Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Req Temporary Request for: Tem ora Certificate Final Certificate: ✓ (check one Fee Submitted: $ IJV Applicant Signature .. ®F so�r�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Poole Address: 3493 Ole Jule Lane City: Mattituck St: New York Zip: 11952 Building Permit#: 40883 Section: 122 Block: 5 Lot: 22.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 150A Switches 4 Twist Lock Exit Fixtures TVSS El Other Equipment: 1- Combination Smoke/CO Detector, 2- Paddle Fans Notes: Inspector Signature: Date: February 2, 2017 0-Cert Electrical Compliance Form.xIs -_- --_------_-- �,o�� - - - SOUjyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/0UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ I ELECTRICAL (FINAL) REMARKS: Q-ivmg ✓ VIA r K DATE 11 n( -w INSPECTOR r so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORFj�� ------------- - ------ �V (/ Zapf SOUTy� - �o to , ��y00UNiV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. ZUNDATION 2ND [ INSULATION AMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i � *4 V islt Wlkl 6t, C44i'g' & DATE INSPECTOR SOF SOUTy �o� olo Ag TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VREMARKS: 06 w�- _ S i P6k DATE 1 INSPECTOR oF SOUlyol � o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PL13G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) , REMARKS: �Y'Vm j��, �Rd �(J OK �r .� DATE INSPECTOR SOUT'yo� UOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ TION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE v. 1 INSPECTOR 2 r . • s . . sI t: I -- i ONE MIA 1 IN$UL.ATION , ,..� • r � a rSTATE � • . I 1111�1 . �9 w /' SMF : a ''r r� ►'. �, • IAXNIti s M' iM MAC • ,I u t �_ u i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 ets of Building Plans TEL: (631) 765-1802 lanning Board approval FAX: (631) 765-9502 S rvey SoutholdTown.NorthFork.net PERMIT NO. A Check _ Septic Form N.Y.S.D.E.C. Trustees l .Application F ood Permit Examined —,201- i I Single&Separate r) Storm-Water Assessment Form FEB 6 i �, II Contact: Approved l ,20 I / 6CJr Disapproved a/c r• Q Phone: Expi=ation ,20_Lk- Buildikfasl<ector Jut 9 201 PLICATION FOR BUILDING PERMIT Date , 20 BUIL,tDING Dom. INSTRUCTIONS Tom oFsoumow a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for anypurpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an ,addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. e4iL (Signature of applicant or name, if a corporation) 3 S&S ok,5J 1�. ,� N �ck -W— (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder G Q-cesb W 1 -e- + 1'riz,36 PC)0 1 e— 0WfNQ-C Name of owner of premises Ce) cam' c)L( W, Poolee (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 whic proposed work will t�e done:ne: GI e- �u 1Q- J-a f`L i iS.,G�c House Number Street Hamlet County Tax Map No. 1000 Section Block �d Lot as J ' J Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int nded use and occupancy of proposed construction: a. Existing use and occupancy 3�r lQ- vv..l h, Kp KKQ- b. Intended use and occupancy 5ok-cn-Q- - 51" ' r~.1�� kp&'q- 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front '' .�-�� 1 Depth Height Number o of"ters """"° '" `J.a` r� U 8. Dimensions of entire new construction: Front Rear vr,.Debtf JUL Height Number of Stories 9. Size of lot: Front Rear Depth nlNZl" 10. Date of Purchase Name of Former Ownert RGY1 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY- 13. Will lot be re-graded? YES NO_�\ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Gewj V3, 1 W e-Address�5�5 (�e �1�$-�` Phone No.163 ( - M- 01, Name of Architect o Sor's Address 66S E. I I lba' 5fi 13Y Whone No 117- �1-1,6 - 5 11 Name of Contractor Address Phone No. 15 Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO (� IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is 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) S: COUNTY OF —Tr 1 C I GC -RAC-"" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the GW ,� (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 t before me this �a� day of 2(��RACEY L. DWYER 4iftn.41 r-1 0ljBj'q NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Notary fjblic QUALIFIED IN SUFFOLK COUNTY Signature o Applicant COMMISSION EXPIRES JUNE 30,2O� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 17, 2016 TO: Gerard &Trisha Poole 3585 Ole Jule Lane Mattituck,NY 11952 Please take notice that your application dated February 12, 2016: For permit to construct an addition to an existing single-family dwelling at: Location of property: 3493 Ole Jule Lane, Mattituck,NY County Tax Map No. 1000 - Section 122 Block 5 Lot 22.1 Is returned herewith and disapproved on the following grounds: The proposed addition, on a nonconforming 26,241.51 sq. ft. lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000 square feet to 39,999 square feet in total size require a minimum front yard setback of 40 feet. The proposed construction has a front yard setback of 21.5±feet. Authorized Signat re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile,Z.B.A. -9p/ BOARD MEMBERS rog SOU Southold Town Hall Leslie K)rtes Weisman,Chairperson �� P�® 53095 Main Road•P.O.Box 1179 y >' !® Southold,NY 11971-0959 Eric Dantes aytt Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing �� ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l'�coil Southold,NY 11971 http://southoldtown.northfork.net D ���� V ZONING BOARD OF APPEALS )D TOWN OF SOUTHOLD a MAY 2 3 2016 Tel.(631)765-1809 •Fax (631)765-9064 BUILDING DEPT. TOWN OF SOUTBOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 19,2016 ZBA FILE 6949 NAME OF APPLICANT: Gerard and Trisha Poole PROPERTY LOCATION: 3493 Ole Jule Lane,Mattituck,NY SCTM# 1000-122-05-22.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: 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 parcel measures 26,241.51 square feet in the R-40 District.The parcel is an interior lot having access from a 25 foot wide Right of Way from Ole Jule Lane. The northerly lot line measures 103.11 feet along residential parcels, the easterly lot line measures 124.78 feet along a residential parcel, and southerly line measures 118.73 along the 25 feet Right of Way. The westerly lot line measures 145.10 along residential parcels. The parcel is improved with a one story frame house as shown on the survey prepared by Nathan Taft Corwin III, L.S. dated November 11, 2003, as well as a site plan prepared by Elizabeth Thompson, Architect, dated March 24,2016. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's February 17, 2016 Notice of Disapproval based on an application for building permit to construct an addition to existing single family dwelling, at; 1) less than the code required front yard setback of 40 feet, located at: 3493 Ole Jule Lane Mattituck,NY. SCTM#1000-122-5-22.1. RELIEF REQUESTED: The applicant requests a variance to construct a 90 square foot one story addition, to the existing dwelling, having a 21 foot front yard setback where the code requires a minimum of 40 feet, as shown on the Site Plan, sheet 41, prepared by Elizabeth Thompson,R.A., dated March 24, 2016. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 5, 2016, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and ter= Page 2-May 19,2016 ZBA File#6949—Poole SCTM#1000-1.22-5-22.1 t 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 proposed 90 square foot one story addition is small and will not be seen from Ole Jule Lane. All of the properties adjacent to the subject flag lot are oriented so that their rear yards face the subject property, while the proposed addition will be setback from what is effectively the applicant's driveway. 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 floor plan of the dwelling dictates the proposed location of the addition as the most feasible.The dwelling exists at a non-conforming 24.7 foot front yard setback at the location of the proposed addition; consequently,requiring a variance for the proposed addition. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 48%relief from the code. However, the proposed addition is small at 90 square feet and the setback is to a Right of Way that is presently being used exclusively by the applicant and will not affect adjoining properties. 4. Town Law X267-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 a one story addition, 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 Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the architectural drawings prepared by Elizabeth Thompson, R.A., sheet#'s 1,2,3,4,& 5 all dated March 24,2016. 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 r public hearing before the Zoning Board of Appeals. 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 Page 3-May 19,2016 ZBA File#6949—Poole SCTM# 1000,422-5-22.1 (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, Goehringer. This Resolution was duly adopted(5-0). ,,L- �. "- v Leslie Kanes Weisman, Chairperson Approved for filing /ad /2016 `' ` Scott A. Russell SUPERVISOR AWA\�\A\GIEIMIIEN`7C' ` y z . SOUTHOLDTOWN HALL-P-O.Box 1179 ,Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 .y a- Town o f CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOLES -TI- )(S (PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ® E. Site preparation within the one-hundred-year floodplain as depicted on-1{IRM--Map of any watercourse: ®NJ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1o00t0 Dote NAME (+ r-W, 1�)� ti � y p Section Block Lot _y Contact Information Reviewed By — — -- — — — — — -- — — — — — — — — — Date Property Address / Location of COn51lUction Work --- — — — — — — — — — — — — — — — ��,1 Approved for procenirig Building Permit _5gJ(�ie, J(I� Lane , MO,1 ' u( W� � StormwOiter Management Control Plan Not Required vm_-®oC� `6J2a-� ld —_ Stormwater Management Control Phn r�.Required "PV,( El (Forn,,ard to Engineering Departmenl for Revie:A,) F01_11 I ° SMC P- YOS N) N Y 201•t Town Hall Annex. Telephone(631)765-1802 54375 Main Road Z ax(631107%5QQ22 " P.O.sox 1179 ® roger.dchert oWn.soid.ny:lls Southold,I\Ty 11971-0959 D BUILDING DTn FEI ri OCT 2 g 2016 TOWN OF SO Tl HOL D APPLICATION FOR ELECTRICAL IIS , WN o • REQUESTED BY: Date: 16 -.xo-_ Company Name: ifL,UAL ',�s� Ct� -,A e C ��c Name: - - - -c F - - - -- -- -- - License No.: et t •_ yam► �' Address: 32-o e-�i-y ziS IJO SUvlffo /0 if 7 Phone No.: JOSSITE INFORMATION: (*Indicates required information) , Name: f bot C Address: *Cross Street: Permit No.. Tax Map District: 1000 Section: Block: Lot: "BRIEF DESCRIPTION OF WORK(Please Print Clearly) Job - 3oa S Q F l- (Please Circle-All That Appiy) *Is job ready for inspection: OYESNO Rough I Final *Do you need a Temp Certificate: YES/ NO Temp information (if needed) Service Size: 1 Phase . 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead , Additional Information: PAYMENT DUE WITH APPLICATION PT • 82-Requestfor lnspection Form � �,�( REScheck Software Version 4.6.3 Compliance Certificate G F Project Poole Residence D ' Energy Code: 2012 IECC DEC 1 4 2016 Location: Annapolis, Maryland Construction Type: Single-family BUILDING DEPT. Project Type: Alteration _ Climate Zone: 4 (4382 HDD) TOWN OF Sc'��J HOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3585 Ole Jule Lane Trisha &Gerard Poole Elizabeth Thompson Mattituck, NY 11952 Owner Elizabeth Thompson Architect 3585 Ole Jule Lane 165 East 118th St#7A Mattituck, NY 11952 New York, NY 10035 917-596-7323 917-848-1541 massagetri@aol.com et@elizabeththompsonarchitect.co 1 m f '+ - :' - i��,",',�; d;�,ti��;�).: - '�+e T'�iS"' "4_`- - t., - :,.i.,•w - - _is;�.• :,p,,:.,�yY�. .';�;:R�='`"` ^e�.,;.:wb"-y•.i,,,,��Y..�.,i✓w`—,•^��:i'1.�,3':i� - ® n�P y":"'_ "2fliv.„r.•,5+*:--,j�., -.. aa� _ei`. :P," .}f`.•. .,o�.rt. ','i,„ar &✓��;�,yv,E; :.fii S:, ,,,+`,F. Compliance: 0.0%Better Than Code Maximum UA: it Your UA: 11 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1:Flat Ceiling or Scissor Truss Exemption: Framing cavity filled with insulation Ceiling 2:Cathedral Ceiling 144 30.0 2.5 0.031 4 Wall 1:Wood Frame, 16" D.C. ... --- _-- __- _-- Exemption: Framing cavity filled with insulation Door 1:Solid 20 0.330 7 Floor 1:All-Wood joist/Truss:Over Unconditioned,Space --- __- _-_ --- __- Exemption` Framing cavity filled with insulation Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buil ' g ha b en desi ned to meet the 2012 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem s lis d n the RE c k Inspection Checklist. Gl�cs 6-U Ia~r�q ) 'mow?sfV Name-Title ASignature Dale Project Title: Poole Residence Report date: 11/15/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Res.-Revised 11-15-16.rck Pagel of 1 REScheck Software Version 4.6.2 Compliance Certificate D F-C[E�V[E DD Project Boole Residence JUL 2 9 206 Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family BUILDINGDEPT. Project Type: Addition TOWN OF SOUTHOLD Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3585 Ole Jule Lane Trisha&Gerard Poole Elizabeth Thompson Mattituck,NY 11952 Owner Elizabeth Thompson Architect 3585 Ole Jule Lane 165 East 118th St#7A Mattituck, NY 11952 New York, NY 10035 917-596-7323 917-848-1541 massagetri@aol.com et@elizabeththompsonarchitect.co M - �}�(y�. i � ;�,2:;��.� ms, � ��. �; .>wy; <:;.a�e,�"`�.�^,��''c' �'•rRR'�'',-�; �i;n>�-, i '��at. xa , ���''��;�'+,..d,.t�d�i�'�r=l.rzyi"`trk#=' Compliance 14.9%Better Than Code Maximum UA: 47 Your UA: 40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies G.ross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 90 21.0 20.9 0.024 2 Wall 1:Wood Frame, 16" D.C. 224 19.0 2.7 0.051 8 Window 1:Wood Frame:Double Pane with Low-E 42 0.330 14 Door 1:Solid 20 0.330 7 Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 90 21.0 1.6 0.041 4 Crawl 1: Masonry Block with Empty Cells 84 0.0 21.1 0.057 5 Wall height: 3.3' Depth below grade:2.0' Insulation depth: 3.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. and o comply ith the mandatory requirements listed in the REScheck Inspection Checklist. TP#01M%d o ZD Name-Title 4 7XA41 f'8MT Signature Date Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Pagel of 1 2010 New York Energy Cons floe Construct'N'on Code Energy Efficiency ,Insulati. . Above-Grade Wall 21.73 Below-Grade Wall 21.11 Floor 22.62 Ceiling /Roof 41.93 Ductwork(unconditioned spaces): Door Window 0.33 Door 0.33 Cooling Heating System: Cooling System: Water Heater: Name: PsOyV Date: Zm Comments REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. sectionplans Verified Field Verified, Pre-Inspection/Plan':Revi'ew Complies?- Comments/Assumptions` &Req:ID -Value Value „ .i 103.2 ;Construction drawings and '- ❑Complies [PR1]1 .documentation sufficiently ❑Does Not U ;demonstrates energy code o compliance for the building ❑Not Observable envelope. ❑Not Applicable ; 103.2, ;Construction drawings and i ❑Complies 403.7 documentation sufficiently - ❑Does Not [PR3]1 :demonstrates energy code 139 ;compliance for lighting and ❑Not Observable mechanical systems.Systems []Not Applicable ;serving,multiple dwelling units ;must demonstrate compliance with the commercial code. 403'6,- "1 Heating and cooling equipment is: Heating: Heating: ;❑Complies ; [PR2]2 - sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or other approved methods. Cooling: Cooling: ❑Not Observable Btu/hr Btu/hr ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier i) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Page 1 of 5 section #, Foundation Inspection Complies? Comments/Assumptions &,Req.ID 303.2.1 4 Exposed foundation insulation ;❑Complies ; [F011]z i protection. ;❑Does Not �J ;❑Not Observable ❑Not Applicable 403.8 Snow melt controls. I❑Complies ; [F012]2 i ;❑Does Not L i ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Page 2 of 5 `Section " ] Plans Verified Field Verified # - Framing/Rough4riAnspection Value Value Complies? Comments/Assumptions &Req.ID 402.4.4 ;Fenestration that is not site built :]❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable ; limits. { 402.4.5- j]C-rated recessed lighting fixtures ❑Complies [FR16]2 -(sealed at housing/interior finish = ❑Does Not >and labeled to indicate&It;=2.0 cfm leakage at 75 Pa. x' ❑Not Observable ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 �air handlers,filter boxes,and ;❑Does Not ;building cavities used as return ducts are sealed. " ❑Not Observable _ ; ❑Not Applicable ; 403.2.3 Building cavities are not used as .,IE]Not ❑Complies ; [FR15]3 'ducts or plenums. ❑Does Not 'J []Not Observable Applicable 403.3 f HVAC piping conveying fluids ; R- ; R- ;❑Complies [FRl7]2 (above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to R-3. ;❑Not Observable 7 :❑Not Applicable 403.4 }Circulating service hot water ; R- ; R- ;❑Complies [FR18]2 ' {pipes are insulated to R-2. ;❑Does Not { ; ; ;❑Not Observable ❑Not Applicable 403.5 1Automatic or gravity dampers are ❑Complies [FR19]2 f installed on all outdoor air ;❑Does Not ' !intakes and exhausts. JoNot Observable ❑Not Applicable Additional Comments/Assumptions:. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Page 3 of 5 . 1 S Section # 'Insulation Inspection ','Complies?' Comments/Assumptions &'RegAl) 303.1 IAII installed insulation labeled or ;❑Complies [IN13]2, 'installed R-values provided. ;❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Page 4 of 5 Section ; Plans`Verified Field.Verifed L .,Final Inspection'Provsions` -,Complies?"'. Comments/Assumptions &Req:ID'' v _ Value _ Value-„ 402.4.2, ;Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 verified by blower door test result: ;❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This CO) :requirement may instead be met ; ❑Not Observable :via visual inspection,in which ;❑Not Applicable :case verification may need to occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm cfm ;❑Complies [FI4]1 construction with maximum ;❑Does Not U jleakage of 8 cfm to outdoors,or ;❑Not Observable ,12 cfm across systems. For ; rough-in tests,verification may 1 ;❑Not Applicable ; need to occur during Framing 'Inspection,with maximum 1 i leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1' '''-✓j Programmable thermostats - ., 7❑Complies ; 019]2 installed on forced air furnaces. '4 I❑Does Not ❑Not Observable ❑Not Applicable ; 403.1:2; .i Heat pump thermostat installed ..,: t„, JE]Complies [FI10]?,j- on heat pumps. _ ❑Does Not tJ b ❑Not Observable i []Not Applicable 403',4 ';' SCirculating service hot water T❑Complies [FI11 ]?: ,systems have automatic or ;.'❑Does Not . J accessible'manual controls. ❑Not Observable i _ ❑Not Applicable 401:3`;' ,Compliance certificate posted. "' '' 3❑Complies [FI7]2 . -I fi, ❑Does Not ; ❑Not Observable ❑Not Applicable 303.3 !Manufacturer manuals for ❑Complies [FI18]3 mechanical and water he ❑Does Not ;equipment have been for IUD ❑Not Observable , z, ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 J Low Impact(Tier 3) Project Title: Poole Residence Report date: 07/20/16 Data filename: C:\Users\ET\Documents\My REScheck\Poole Residence.rck Page 5 of 5 H% If i T IF t R, F , I tj LL T V., ---------- 7Z Job Date Elizabeth Thompson . Architect 0[114 WAII & Bldg De COPY from ZBA P'c Final reviewgd guments ZBA File 165 East 11 8th St. Suite 7A Title I Scale Date:r, New York, NY 10035 917-848-1541 i I � _ IJ El 0 qlb ii 1 t § I IDs l� Nil �` C�� "�xe. •`�,t`"vY',_T. If 1 nom.•-� @.t � Se.<`- 9^.,f ��^p$ Job Date Elizabeth Thompson . Architect �55r5-1 OLI6 € V L LI7[j-1 Bldg Dept copy from ZBA H Frr- I'fZi- , PY Final review f zBA Fde# � j�lcuments65 ���� 11 8th St, Suits 7A Title scale Date: � New York, NY 1 10035 917-848-1541-848-154.1 1 Jt s i � � T 51' �Eb za t• Job Date F 11-1 AL IT i T D C-V1 Elizabeth Thompson . Architect :3—i ��� a L)Lfu, �AU6 UeML 1,-Wp�dq rom ZBA 165 East 11 81h St, Suite 7A Title Scale New York, NY I 10035 977-848-1541 $PI41- ���� f I � i U1 Ll F1 1-111 Rl f El -wy,I L �I � I it 4� JI-4 — g qM, R-1 -4--4- g err �` s Z E Job Date Elizabeth ` homp�on o Architectt V�/P ° t Bldg Dept copy from ZBA 165 East 1181h St, SuRs 7A Title Scale Final review d uments 1 _ ZBA File# New York, NY ����� Date:S/ l / 0Ile 10035 917-848-1641 r 1 APPROVED AS NOTED CC31I _v ,,VFrI- .AI L ACDF .� '•_DATE:a, '� B.P.# - ` CONDITIONS - - - - - - - -- - -- - ---- - -DATE:�`E"1� By. ��Q l�S�, -� .nr:� rt• �..� Q�J17I CF - � FEE. SOUTHOLD TOWN ZBA NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ROARD �� s FOLLOWING INSPECTIONS: r;- r 1. FOUNDATION - TWO REQUIRE - - -� 4�'jfn I� �� ` IoTEES < Site FOR -POURED CONCRETE r;y 2. ROUGH - FRAMING UMBINP 3. INSULATION tN 4. FINAL - C TRUE ION' MUST ] -,6 , t e 'q4 BE COMPLETE FOR C.O. UUMIDA ICY R �� \ , 41V AE REMENTSTOF THE CODES OF N W USE IS UNLAWFUL ' , r ION SHALL MEET THE HEL E - �( YORK TATE. NOT RESPONSIBLE FOR \ I WITHOUT CEPcflCATE DESIG OR CONSTRUCTION ERRORS. OF QCCPNCY 3585 ®le Jule Lane Mattituck9 lY TRUSS PI S RDING REQUIRED 1000-122-05-2201 Lot Area: 269241.51 sq. ft. - ELECTRIC D v�aED List of Drawings: JUL 2 9 2016 1 Site Plan 0 2 General Notes SUMDING DEM 1 ��WATER RUNOFt= / 3 Structural Notes TOWN OF SOUTHOIID RETAtN STORO CHD�ER 236 M !\ "�� - , PURSUANT T \ �� 4 Structural Details �� TKE TOWN CO , 5 Structural Details / / 6 Existing First Floor Plan 7 First Floor Plan \\ 8 Reflected Ceiling & Electrical Plan j 9 Roof Plan 10 Exterior Elevations 11 Typ. Wall Section& Plumbing Riser �. Diagram Job Date -�- Elizabeth Thompson . Architect aVU aUV -1'��w(5 '710 Ili HII&MITUC41 PIT 165 Last 113 ' St. Suite 7A Title scale / NeW York, NY �►�E !� I�� ' 1.0035 917-346-1541 -GENERAL NOT ES - - FRAMING NOTES . . t ALL WM MATER?AL,AND LE NT S-GALL BE IM Id TI W DRSAV u1aM B AN MTRJkfNT PREPARED TO Q ALL *FRANMM LUBBER S-IALL BE GRADE STAROED ®. P9&M SCHEDULE STALL BE AS PER 71-T MY.S- ACCORDANEE WITH THE NEW YORK STATE UWOFN FACLITATE CTR TOM AND SHALL NOT Be DOUGLAS FIR-LARCH STRUCTURAL GRADE M3. 2 OR BULDNNS;$ COM ASA 111A. ALL 290 STUDS BUILDING CODE, Aft THE NEW YORK STATE ENERGY CON 87RiED AS A COMTRiACT BETWEEN BULDER AND SETTtfL SHALL RECEIVE S-W MAILS AT SLL AND PLATE. CONSERVATION CODE, AND LOCAL AUTR�TNES. OVVfR I • ALL ERTEROR NAILS"LL BE GALVANIZED ATR TO BE APA RATED.ERPOSL 8. 5/8, 2. ALL CONCRETE SMALL BE STOKE A GATE WITH A 13. SEWAGEUVOSAL SYSTEM ANO FRESH WATER SOPLY 2 ��OR AS MTED Co. FLYWOM SNEATHIM 70 BE 1dl&ED WTH S d A 4" MMkCM 28 DAY STRENGTH OF 300 PSI SHALL BE DEMNED AND 1BLNLT N ACCORDANCE a-c- ERTEN EDGES AND 0 d A 12" oz. %MTH TFM KFFOLK CQ YY DEPARTNEMY RDF HEALTR 3. A L T® BE APA RATED STLM40-DLCO, INITEMDIATE. 3- ALL Lt ER SHALL BE BADE STAPNED DOUGLAS FIR- E L 3/4'arra. THCKNESS. ALL EDGES OF LAR W STRUc_7URAL GRADE 62 OR BETTER 14. THIS ST TUE HAS BEEN DES D N, PLYWOOD TO BE SET ON SOLI D NBL.00KM GLUE AND It ALL WEIR AND ERTEFM FINiSHES, FLAB ACCOSSDANCE WITH THE NEW YEM STATE ENERGY N. PLYWOOD SLSFLOOR TO FLOM JUS79. A,V WA7ERPRCGFM SELL BE BY ARCHITECT- 4. 9TECT_4. PRSOVtDE DOUBLE HEADERS ANS 7RAQERS AT ALL C RVA70H Com. STAR AND FLOOR OSENMM POSTS AND PARALLEL 4. ALL FEADSERs CB'-0"AND OVER SHALL BE SLIFFOATED t2 ALL ROCIF WTERS SMALL BE ATTACKED TO 70-E PLATE PARTITKM.EXCEPT AS NOTED CM DRAVMG. IS ENDER TO BE NOTIFIED Irl'!VMTM OF ALL 1fl/I7H =JB E UPRGI-ffS. 9--0- AND OVER V iTH AND STUD WfiTH OAL"ZED KUMANE TYPE yNCHANM2 FFM TO ANDPL4M CONSTR1'CT00M TFWLE L -GTS. ALL HEADERS SHALL BE A CON4ECTURS BY -TECO"OR APPFOVED EQUAL. FCS Sl BRDOM TO BE PROVQED FCR ALL JESTS AND MMMW OF 2-2)(8 OR AS SIMV rNN ON DRAVRa TIER ALE FO"ATID . PMVEE CrUtMC4E. FLOOR BEAus. SPACING N07 TO EXCEED NB.O FT. 1R ELECTRICAL AND WCHANICAL COMPONENTS TO BE CLOPS AT ALL PE TER JOST TO GR13ER DEAD AND SPECIFIED BY OTHERS. a SOLED BLOCKING SHALL BE PROVIDED FOR ALL MSTS C CTGi�I, S. 0. ALL D&iENSVIS AND GRAM C0N0710NS TO DE AND FLOOR BEAMS AS PER N.Y.S.CODE CR AS NOTED VERFIED BY CONTRACTORSt PRS TO START OF IP.,.ALL STRAXTURAL STEEL TO BE ASTM A36 WITH ONE p 8•-0" O.C.Nom. PROVEE 2"SPACE F� AIR ICU. ALL PRE-fN tFkD LL"ER SHALL 0E GEOMA CONSTRUCTION AND OFIDERI%OF MNl3ATERALI. ?k§ COAT EPDXY PAINT. ALL FASTENERS TO BE ASTMS! cncULATCM NROOFSPACFIC M SMS WOM-0-BEAMS . AND LVA, FOUNDATION HAS BEEN DESIGNED FOR A SOIL A-325 DOLTS. 3/4"DIA64ETER. PITS CR ECIUAL. ALL ,QTS. GFDEAS AM . BEAD CAPACITY OF TWO 121 TSF AND GRADES 0. NSE FRAN1M AROUNU ALL KPEN!'NGS 1 al:yffghlo., I#ADER S SHALL HAVE DEAFM STNFFEN ERS BNI4TALLED LESS THAN V. CONTRACTOR SHALL VERY THAT NAL CONTRACTORS SHALL OBTAN ALL PERMTS AND ®1*9 ale. I OR AS NOTED OM DRAB AS PER NV ACTURE AEC ATRONS. WES THESE CONDITIONS ARE RET. ALL FILL BENEATH IrtiNSURANCE NECESSARY TO PROTECT THE EVER STFFER&R9 SHALL, BE IEOUI ED AT-ALL LOAD AM CONCRETE SLABS TO BE CQhRACTED. TO SB! AND OWNER 7- SLE UP FRAMING UVER ALL POSTS AND PARALLEL BEARNG PORTS PINT A WA&M A SNGLE 1 3/4' IPLATNE DENSITY. PARTITiGM OR AS NOTED ON DRSAVNf4GS. LVL Raul JOIST SHALL BE SECUIRED AT FLOOR 19L DO NOT BACKFILL AGAICT FOUNDATION WALLS PEMAETERS.RAN XNM STORAGE.AND ERECTION OF I. ALL hEADE11118 aQ FT N LENGTH AND OVER TO BE UNIT L FLOOR SYSTEM INSTALLATION 19 COMPLETE. S ALL PLUSH WOOD CONNECTIONS SHALL BE FASTEMD COMPONENTS SHALL BE AS PER MANUFACTURERS "PORTED BY DOUBLE UPS04TS, 9.0 FT AND OVER wTH RATED GALVANIZED METAL COt04ECTORS BY RECOLfANDATION$- BY TRIFLE UPRIGHTS. ALL FEADERS TO BE 20. PROVIDE CARBON MONOXIDE ALARMS-ON EACH LEVEL -TECO" OR APPROVED EOUAL. MF*AJM OF 2-2■B OR AS SHOWN ON DRAVI►1NC>k AND IN BASEMENT 1 IF APPLICABLE I. POSITRON NEM 14. ALL ML 4TPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. , S PROVIDE FIRESTOFPING AT ALL LEVEL 1 ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. GALVANZEO MACHINE BOLTS 12'O.C_ _ PEWTRATRONS 2L SMOKE DETECTORS REOURED IN EACH BEDR 6W AND ON EACH LEVEL OF DWELLM AS REOUIRED BY ®. PROVIDE FLASHING AT ALL ROOF BREAKS. S NEW YORK STATE KIIL.DNQ CODE. CHIMNEYS.SKYLIGHTS,EXTERIOR DOORS, WINDOWS AND DECKS ETC.. 22. ANY ALTERATION.REPAR ADDITION OR CONVERSION TO la, DO NOT SCALE DRAWINGS. AN EXISTM DWELLING FCOUFM A BUIL"PEMV NOW OLS THAT ALL SLEEPIING ROM X DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE EBE UPGRADED WITHHARD WIRE N THE Structural Notes: ENGINEER ARE NOT RESPONSIBLE FOR THE INTERCONNECTED SMOKE ALARMS. INSPECTK?PR.SUPERVISION. OR ADMNNSTRATION OF 1: All framing lumber & plywood shall be Formaldehyde free. THIS CONSTRUCTION PROJECT. FEDERAL. STATE 23- THE NYS CODES ALSO APPLY TO ACCESSORY j AND-•LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESGN. 2. Wood ioists, headers and rafters specified on drawings,should be substituted by TJ I's or SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 24, GARAGE DOORS TD BE RATED FOR 120 MPH YvM LOAD ( LVL's of similar strength. 4: All existing framing size.and condition to be verified in field. Elizabeth Thompson . Architect Jib � d U 1116 LW— Date 165 East 1180' St. Suite 7A Title Scale New York, NY s� 10035 917-848-1541 Joint Description Naif Staes Nall Spacing ROOF FRAMING ' Rafter to Top Plate (Toe-nalied) 3 - ed- --per rafter A e , Gelling Joist to Top Plate (Yoe-nalied)" 3 - ad per joist ` CRITERIA: Celling Joist to Parallel Rafter (Face-nulled) 3 - led each lap IDESIGN 'I�YY�-I Coling Joist Lops over Partitions (Face-nalied) 4 - 16d each lop Collar Tie to Rafter (Face-nalled) 2 - 8d pe, lie i• Blocking to Rafter (Toe-nailed) 2 - 8d each end GR Rim Board to Rafter (End-nailed) 2 - 16d each end li "a OSNOW LOAD - 45 PGF. WEA FE' RING SEVERE WALL FRAMING I pFIRSTp LEpVEL 410 �P�ySt�FC. L.L. FR�r�S/�•`�rLINEry iDEPTp6y�i��- 38- p��Top Plate to Top Plate (Face-nailed) 2 - 16d' per fool pL�(M� NG A+RnEAS � 4® PSF. L.L. u lCFUI ll E - tl�'101.�'EF ATE T O t t�•AVY Top Plates of Inlersecllons (Face-nailed) 4 - 18d joints-each side tY6 ®I�O®IYIa� 30 PSFI-L ((� ��V� �I( �T Stud to Stud (Face-palled) 2 - ted 24' a c. LHeader to Header (Face-nailed) 16d 16' ac. along edges j, aQdlND SPEED 920 WH Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud y J gv ICE GFIELD ��ERLA MENT� REOURED s YES 2 — led per 2x6 stud I f SEISMIC DESIGN CATEGORY ".. 8 6, G 4i 2 - led per 2x8 stud Bottom Plate to Floor Joist•Bandjoisl.Endjoist or Blocking (Face-nailed) 2 - led' per foot 9, FLOOR FRAMING I DEMN CRITERIA: . t' Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist �3 BBrid I akIng 10 Joist to Jost jToa—n Iled3 2 — 8d each end DESIGN UN ACCORDANCE WITH AMERICAN FOREST P�iODUCTS WOO' FRAME Bloeking to Sill or Top Plate ( Toe-nailed) 3 - 96d each block (( �r1 a_ Or �r� ENGINEERED C I-�� DESIGN, Led gor Strip to Beam (Face-nailed) 3 - 96d each joist J � ll ����lE� �� � �p o- ��9Cllt�� �°� - \��I�IL �LY Joist on Ledger to Beam (Toe-nalled) 3 - 8d per Joist Bond Joist to Joist (End-nailed) 3 - led per joist Bond Joist to Sitl or Top Plate (Toe-nailed) 2 - 16d' per loot ROOF SHEATHING Structural Panels 8d 4' o.c..psrimoter zone other a o.c, adges of panel , 12' o.c. Interior Diagonal Board Sheathing of panel 1" x 6" or 1" x 8 2 - 8d per support 1" x 10' or wider 3 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7' edge / 10" field WALL'SHEATHING Structural Panels 8d (see table 3.9) I Fiberboard Panels 7 / 16 6d 3' edge / 6" field 25 / 32' 8d 3" edge / 6" field I Gypsum Wallboard 5d 7' edge / 10" field Hardboard ed (see table 3.9) Particleboard Panels Bd (see table 3.9) Dlagonal Board Sheathing 1' x 6" or 1` x 8" 2 - ad per support 1" x 10" or wider 3 - ed per support FLOOR SHEATHING Structural Panels 1' or lees 8d 6" edge / 126 field greater than 1' 10d 6' edge / B' field Diagonal Board Sheathing l 1" x 6" or 1" x 8" 2 - 8d per support 1" x 10" or wider 3 - ed per support Nolifng requirements are based on wall sheathing nailed 6' on-center at the panel edge. if wall sheolhlny fs hoiled 3' on-center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. - 2 When wall sheathing Is continuous over connected members , the tabulated number of nolle shall be permitted to be reduced to 1 - led nail per foot. Job Elizabeth Thompson . Architect ���� ��� ���� �I�� Date ITDC_Ir�' WY 165 East 118th St. Suite 7A Title scale New York, NY lr-ruu C i u?4L- 0`C�� 10035 917-848-1541 �r i WINDOWS - GLAZED OPENING HUIFIRICANE CLIP TYPICAL. PROTECTION 19 REQUIRED FOR ALL GLAZED AREAS IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886- CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 4._0.. - -- MST37 METAL STRAP MAX 0 JACK POST w/4 - ed NAILS P48' EACH END- TYP a 36 - 2 1/2" WOOD SCREWS 012"O.0 4 -8d NAILS i TYPICAL 1/2- PLYWOOD X SET IN I-FROM j PANEL EDGE OF PANEL i � - - a LARGER PANELS TO BE � R — COSTOM DESIGNED. —SIMPSON MST27 1111/2"WIDE-20 GAGE METAL STRAP 048-OC. MAXIMUM j PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO / TOP OF FOUNDATION ALIGN WITH WINDOW JACK POSTS . HEADER 4 SILL PLATE. PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. I =FL�a7t7�isT I - - - - . . . , . NJ ELEVATION II d 4 O I I - a -a a CV v2"DIA. GALVANIZED I HOLD DOWN + SHEAR CONNECTION CRITICAL PATH MACHINE BLOT W/ WASHERS AT 12"O.C. END VIEW SIDE VIEW LVL BOLTING DETAIL Elizabeth Thompson : Architect Job cx"'16; A'C', Date BOLTING 5.W9L.AR FOR DOUBLE LVL 7 PD, 7�1 165 East 113th St. Suite 7A Title Scale New York, NV _ _ Y Y� �—,�U A 6rA �10035 917343-1541 x --- -- -- - • - I 1 � ro SIMPSON LSTA - 20 GAGE 0 0 ° RIDGE STRAP- ALL ROOF RAFTERS I �- 2 x 6 TIE 01 EACH RAFTER +' I IN LIEU OF STRAP. ICE SHIELD UNDERLAYMENT I REQUIRED- 24"FROM EDGE a ,_ a .f =, E -I 1 it ' h U 9 10 ALTERNATE POSITION OF @ =1-_�_=- =---t" o q _L _ 10'-,9 G 45 HURRIICNNH3 LIP USESIMPSO ° -_ _ ___ ° i• 4 i I I GABLE ROOFS GABLE ROOFS I 8 6 10° 10'< 0 � 8 < 45 , i ISIMPSON H2 HURRICANE k C CLIP NAILED FROM I PROVIDE 86 COMMON - I RAFTER TO STUD.- NAILS N 4-O C AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL o a 5- 8d NAILS EACH END SHEATHING. PROVIDE ed COMMON NAILS 9 4'O.C. AT HW PRESSURE ZONE-8-O-C. S-1-T AT 24TE M PORTMM OF ROOF-TYP. APA RATED PLYWOOD TO ==h EXTEND TO TOP OF TOP i PLATE. =1 MST37 METAL STRAP I _f [-_ t°JACK POST 61 _�� t. h MST27 @ STUDS w/4 - 8d NAILS 048-O.0 EACH END- TYP _ __=_ti=__ 10°< 8 G 300 I HIP ROOFS I DOUBLE TOP--/4 PLYWOOD SHEATHING 100< 8 6 30° PLATE TO OVER LAP BOX 2 x 6('16"O C BEAM- TOP + BOTTOM STUDS PROVIDE 8d NAILS @1 4-O.0 AT PERIMETER INTERIOR PORTIONS OF PANELS IN MGH PRESSURE ZONES. NOTE :° = 4 FT.IN ALL CASES f lI 4 - 8d NAILS ! f ::1 WRAP NAIL STRAP (4 - 4d NAILS 1 AROUND SILL PLATE I I COMPONENT AND CLADDING PRESSURE ZONES AT ANCHOR BOLT SIMPSON MST27 11/2"WIDE-20 GAGE METAL STRAP 1°48"OC NAIL SHEATHING TO SILL PLATE Bd NAILS(0 4-O C- - 2 - °5 REBAR M I 2 x 6 SILL PLATE ACO TREATED. SEE FOUNDATION DWG _ 5/8-x 12-A B 0'48-OC IFOR DESIGN :^,•; w/FENDER WASHER SECTION I Job Date I Elizabeth `Thompson . Architect �� 165 East 113tH St. Suite 7A Title Scale x New York, NY 10035 917-343-154'1 - t� �V— f � I 1 s OL fL \ ` .h-4 ' `<�\! B FV !�!I $ F-Vr4,- �-�_ �,'` _ ►� 1, 4�v Job Date ,Elizabeth Thorn son . Architect 165 East 1151h St. Suite 7A ride scale New York, NY 10035 917®548-1541 ��� ' S S ! - �� i P ° I. . . P r -, U F L IFS!� � rot 1-!p"4'-flow F�' I'AC A'P P If1Ofd TI I v �.1G j 1i1- i It Gr, IG°�� la 441U m ����'E] - 1�, ► N L4 -3) O 11 Pei Job Date , Elizabeth T'horipson . Architect mz �kp k �I fi 165 East 118" St. Suite 7A Title Scale New York, NY r�.AEIA I "I'11ee) I { 10035 917-643-1541 d f f �'X ' �X"IST, �• W J i 41 ��T i 1e /. MEEM Job Date Elizabeth Thompson : Architect .?585 -0�16 J DIL X40 WY 165 East 113th St. Suite 7A Title scale New York, NY - _I " P�' _Fe'6 OLI U w 10035 917-343-1541 - F 0 'a ! ala T ph-f - ! 7 _ _ I I w i. Job Date Elizabeth Thompson . Architect 0�6 �AQ6 7/�;O 165 East 116tH St. Suite 7A Tide scale New York, NY �G�f� - �Ir�� � 10035 917-648-1541 - I L- - , , -T\Vfix BI 10 I ZI� - -- - AP - BVI 12I F1-5 -� 5 i s+j V ,— RL Job Date Elizabeth Thompson . Architect 7luo 165 East 113th St. Suite IA Title Scale _ . New York, NY G 10035 917-848-1541 �� 4 AGV& 1v w p 0 ( �-0�I ; I4RV FLOMt511 6� �f £ s� Iv- !/ ! I ��1 Il I \4,f e iz f I_ y e _L wr,r, t I { ps W1L IAyI„Il9t° U& I .� �dIL Ld,XI a P\l/ \Ys(� IC Y I '(Uo CL O v rT uLA-rl0Q I CS ��/ �- I I { 1. � '�I� � i. I✓\Y -Ta �� I NV - y6o/ J I�A`1�� - �� �a � U�P��w®►� ` del,s {tib ,f e4 X47IP 11,l;uL., Fe--2o Iry 1, Ow I Job Date Elizabeth Thompson . Architect �1, Jules k� 0Q (2, 412PIT1165 East 116th St. Suite 7A Title scale New York, IVY �e \V I� � i 10035 917-343-1541 - FLU 1;51 W-i I4 4,gre . P l el H NOV 1 7 2016 ` BUILI)ING]DIKPT. TOWN OF SOMHOLD \ aS _ v V-, i i v HEI E ' \ l 3585 Ole Jule Lane a- Mattituck, NY 1000-122-05-22.1 • 26 41.51s . ft. Lot Area. ,2 q List of Drawings: 1 Site Plan 9, -Z _ _0 2 General Notes , , 3 Structural Notes \ lip 4 Structural Details 5 Structural Details \ 6 Existing First F o Pail . 7 First Floor PI Job Date - 1 Elizabeth Thompson . Architect 3� I�� ,lug I, Q(5 t M ► PIT 165 Last 110 St. Suite 7A Titie scale NeW York, NY P"U / 1.0035 917-848-1541 GENERAL NOTES FRAMING NOTES I ALL WORK MATERIAL.AND EQUIPMENT SHALL BE N 12. THIS DRAWING 5 AN INSTRUMENT PREPARED TO . ALL FRAMING LUNEER SHALL BE GRADE STAMPED R NALNG SCHEDULE SHALL BE AS PER THE N.Y.9- ACCORDANCE WITH THE PEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE DOLK L•AS FR-LARCH STRUCTURAL GRADE No. 2 OR BULDNGI CODE AS A M M M. ALL 2X8 STIRS BULDNG CODE,AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BULDER AND BETTER SWILL RECEIVE 5-100 NAILS AT SILL AND PLATE. a CONSERVATION CODE, AND LOCAL AUTHORITIES. OWNER 1, ALL EXTERIOR MALS SHALL BE GALVANIZED 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 11 SEWAGE DISP09AL SYSTEM AM FRESH WATER SUPPLY � ;+�} �IEATFtJG t0 BE APA RiATED.EXPOSURE l 5/8" ""� Tt�tNESS OR AS NOTED IQ PLYWOOD SHEATHING 70 BE NAI.EO WITH B d e' ,' 1**"28 DAY STRENGTH OF 3000 PSI SHALL BE DESIGNED AND BUILT N ACCORDANCE oc. EXTERIOR EDGES AND 8 d 0 12' ac. WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 3. LOOSING TO BE APA RATED STURD-I-FLOOR. NTEF"DIATE. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FII- E>�b 3/4'IuIPt THICKNESS ALL EDGE$ OF LARCH STRUCTURAL GRADE e2 OR BETTER N. THIS STRUCTURE HAS BEEN DESIGNED N, PLYWOOD TO BE SET ON SOLD BLOCKta GLUE APD It ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ACCORDANCE WITH THE NEW YORK STATE ENERGY NAI. PLYWOOD SUBFLOOR TO FLOOR JOIST& AND WATERIPRIOOFNG MALL BE BY ARCHTECT_ 4. PROVIDE DOUBLE HEADERS AND 7W&ERS AT ALL CONSERVATION CODE. • - STAR AND FLOOR OPENINGS.POSTS AND PARALLEL k ALL HEADERS B'-0'AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE PARTITIONS,EXCEPT AS NOTED ON DRAWM IS ENGINEER TO BE NOTIFIED N WRITING OF ALL WITH DOUBLE UPRIGHT 9 W 0' AND OVER WITH AND STUD WITH GALVANZED HURRICANE TYPE - CHANGE9 PRIOR TO AND DURING CONSTRUCTION TRIPLE UPRIGHTS. ALL WADERS SHALL BE A CONNECTORS BY TECO'OR APPROVED EQUAL. FOR S BFaDGm TO BE PROVIDED FOR ALL JOISTS AND MRNMU4A OF 2-2X8 OR AS SHOWN ON DRAWM TIMBER FILE FOUNDATIONS, PROVIDE HURRICANE. FLOOR BEAMS. SPACING NOT TO EXCEED a0 FT. 1& ELECTRICAL AND MECHANICAL COMPONENTS TO BE CLIPS AT ALL PEF*.ETER JOSS TO GOER DESIGNED AND SPECIFIED BY OTHERS. S SOLO BLOCKING MALL BE PROVIDED FOR ALL JOISTS CONNECTIONS. Q. ALL DMENRSIONS AM GRADE CONDITIONS TO BE AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED VERIFIED BY CONTRACTORIISI PRIOR TO START OF It.•.ALL STRUCTURAL STEEL TO BE ASTM A35 WITH ONE 0 W-0- O.C.MN PROVIDE 2-SPACE FOR AIR 13. ALL PRE-ENGWRED LUNW SHALL BE GEORGIA CONSTRUCTION AND ORDERING OF MATERIALS. THIS COAT EPDXY PANT. ALL FASTENERS TO BE ASTM CIRCULATION N ROOFS. PACIFIC GPI SERIES WOOD-I-BEAMS . AND LVL FOUNDATION HAS BEEN DESIGNED FOR A SOIL A-325 BOLTS. 3/4'DIAMETER PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS AND BEARING CAPACITY OF TWO 121 TSF AND GRADES ®. DOUBLE FRARJG AROUND ALL OPENINGS 1 ekylghle.• HEAD M SHALL HAVE BEARING STIFFENERS NSTALLED LESS THAN SM. CONTRACTOR SHALL VERFY THAT la CONTRACTOR SHALL OBTAIN ALL PERMITS AND eleke •Ic. I OR AS NOTED ON DRAW*M AS PER MANUFACTURRERS RECOMMENDATIONS. WEB THESE CONDITIONS ARE MET. ALL FILL BENEATH INSURANCE NECESSARY TO PR07ECT THE ENGINEER STIFFENERS- SHALL BE REQUIRED AT ALL LOAD AND CONCRETE SLABS TO BE COMPACTED TO 954/. AND OWNER. 7_ DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A M h*A MA. A SINGLE 1 3/4- RELATIVE DENG17Y. PARTITIONS OR AS NOTED ON DRAWINGS. LVL RM JOIST SHALL BE REOUIIED AT FLOOR 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS PERMETEM HANDI.M STORAGE.AND ERECTION OF I. ALL HEADEhS B.0 FT N LENGTH AND OVER TO BE UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. a ALL PLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURERS SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER WITH RATED GALVANIZED METAL CONNECTORS BY RECON4ENOATIOPM BY TRIPLE UPRICIriTS. ALL HEADERS TO BE 20. PROVIDE CARBON MONOXIDE ALARMS-ON EACH LEVEL -TECO'OR APPROVED EOUAL. I�• ALL MI�.TP1.E LVL PRODUCTS TO HAVE 2 ROWS OF 1/2'DIA. L**AJMR OF 2-2.8 OR AS SHOWN ON DRAWING. ANO N BASEMENT 1 IF APPLICABLE I. POSITION NEAR a PROVIDE FIRESTOPPNG AT ALL LEVEL ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. GALVANIZED MACHINE BOLTS 0 12'O.C_ PENETRATIONS 2L SMOKE DETECTORS REOURRtED N EACH BEDROOM AND 9. PROVIDE FLA"M AT ALL ROOF BREAKS, ON EACH LEVEL OF bWELLM AS REOUIED BY CF*"YS.SKYLIGFRS,EXTERIOR DOORS. WINDOWS NEW YORK STATE BUILDING;CODE. AND DECKS ETC. 22. ANY ALTERATION,REPAII ADDITION OR CONVERSION TO IQ DO NOT SCALE DRAWINGS. AN EXISTING DWELLING REOUIRWI A BU.DNG PERMIT NOW AERL DESIGN CONSULTANTS OR RECORD ARCHITECT- gam S��DTHAT ITHSHARDD WIRER pONMIS N THE Structural Notes: ENGINEER ARE NOT RESPONSIBLE FOR THE INTERCONNECTED SMOKE ALARMS. INSPECTION,SUPERVISION. OR ADMINISTRATION OF 1: All framing lumber & Plywood shall be Formaldehyde free. THIS CONSTRUCTION PROJECT. FEDERAL. STATE 23. THE NYS CODES ALSO APPLY TO ACCESSORY y AND•'LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESIGN. 2.Wood joists, headers and rafters specified on drawings, should be substituted by TJI's or SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 24. GARAGE DOORS 10 BE RATED FOR 120 MPH WIND LOAD I LVL's of similar strength. =-- 4: All existing framing size and condition to be verified in field. Ji 71 1----- ----- - Job � ----Date ------ ----- 1 Elizabeth Thompson . Architect la V 4 J U LZ 6 ��I H I W,*Ir 165 East 118"' St. Suite 7A Title Scale New York, NY - 4-1514 PV116W IT,5P 10035 917-848-1541 1 Joint Description Nall Sizes Noll Spocing ROOF FRAMING Rafter to Top Plots (Toe—nailed) + 3 — ed per rafter p /� c• Ceiling Joist to Top Plate (Toe—naned)" ' 3 — ed per Joist DESIGN CRITERIA Ceiling Joist to Parallel Rafter (Face—nailed) 3 — led each lap Ceiling Joist Lops over Partitions (Face—nailed) 4 — led each lap Collar Ile to Rafter (Fate—nulled) 2 — 8d per Ile u Blocking to Potter (Toe—nalied)) 2 — 8d each end l Rim Board to Rafter (End—nailed) 2 — 16d each end ' GROUND SNOW LOAD — 45 PSF. •WEATHERING — SEVERE " WALL FRAMING I { FIRST LEVEL — 40 PS'F, L.L. FROST LINE DEPTH -- 36" Top Plate to Top Plate (Face—nailed) 2 — fed' per loot LIVMG AREAS — 40 PSF. L.L. TERMITE — MODERATE TO HEAVY Top Plates of Intersections (Face—polled) 4 — led Jolnls—each side _ BEDROOMS — 30 PSF• L.L. DECAY v SLIGHT Stud to Stud (Face—nailed) 2 — led 24'o.c. DECA 1 — SLIG 7T Header to Header (Face—nailed) 16d 16' o.c. along edges VVIhID SPEED — 120 MPH Tap or Bottom Plate to Stud (End—nailed) z — led per 2x6 stud SHELD UNDERLAYMENT REQUIRED — YES " 2 — led per 2x8 stud SEISMIC DESIGN CATEGORY — S Bottom Plate to Floor Jaisl,BandjalaUndJoist or Blocking (Face—naned) 2 — led" per fool FLOOR FRAMING DESIGN CRITERIA: Joist to Sill Top Plate or Girder (Tae—nalied) 4 — ad per Joist Gridainq to Joist (Toe—nailed 2 — 8d each end Blacking to Joist (To.—naned; 2 — ed each end DESIGN IN ACCORDANCE WITH AMERICA FOIST PRODUCTS �h1QW FRAME Blocking to Sill or Top Plate ( Toe—nailed) 3 — led each block Ledyar Strip to beam (Face—nailed) 3 — led each Joist CONSTRUCTION MANUAL FOR'9 4- 2 FAMLY HOUSE — ENGINEERED DESIGN Joist on Ledger to Beam (Toe—nailed) 3 — ed per olst band Joist to Joist (End—nailed) 3 — Iad per joist Bond Joist to Sill or Top Plate (Toe—nalied) 2 — l6d' per loot ROOF SHEATHING Structural Panels 8d 4' o.c.perimeter =one 4 other 8 o,c. edges of panel , 12' o.c. Interior Diagonal Board Sheothin4 of panel 1' x 8" or 1' x 8 2 — 8d per support 1' x 10' or wider 3 — Bd per support CEILING SHEATHING Gypsum Wallboard 5d7' edge / 10' field WALL SHEATHING r Structural Panels ed (see fable 3.9) i Flberbbord Panels 7 / 18 6d 3' edge / 6' field I 25 / 32- Bd 3' edge / 6' field i Gypsum Wallboard 5d 7' edge / 10' fleld Hardboard 8d (see table 3.9) Particleboard Panels ad (see table 3.9) ,Diagonal Board Sheathing 1' x e' or 1- it B' 2 — ed per support I' x 10' or wider 3 — ed per support FLOOR SHEATHING Structural Panels V or ad 1. ede greaterss than 1' 10d8' edg %e 6Z+IbIdd `��P 3� Diagonal board Sheathing t' x e' or I' x 8' V/ 2 — ad per support 1' x 10' or wider 3 — ed per support Rolling requlrements are based on wall sheathingnailed 6' on—center at the f 1 t't pone) edge. If wall sheathing b polled 3' on—center of the panel edge to obtain higher shear capacitiesnailing requirements for structural members shall be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. � � When wall sheathing Is continuous over connected members , the tabulated number of nails shall be permitted to r� be reduced to I — 18d nail per fool. A • g ��.k 3•�a Elizabeth Thompson . Architect Job���� OI, ,HULL �4wc Date KITT ITOC•r- I W`( 165 East 118 ' St. Suite 7A Title Scale New York, NY - 41rwC.T u?.Al, N orFe�' P -fl 151 10035 917-848-1541 WINDOWS - GLAZED QPENING HUI RCANE CLIP TYPICAL. PROTECTION IS REOUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ' ASTM E 1888 AND OF ASTM 1888. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 4'-0" 1 . - - -MST37 METAL STRAP MAX. ;IfF0 JACK POST EAC H END-TTYP 048 a 0 0 rx i8 - 2 1/2- wOODSCREWS x°12_O.C. 4-Od NAILS 1/2" PLYWOOD SET IN I"FROM TYPICAL PANEL EDGE OF PANEL o I co I • LARGER PANELS TO BE COSTOM DESIGNED. SIMPSON IAST27 I I/ "WIDE—20 GAGE WMAXIMUM RAP 048'OC. I i PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO TOP OF-FOUNDATION ALIGN WITH WINDOW JACK POSTS.HEADER + SILL PLATE. PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS ON EACH PANEL. -k-1 =Fr�zsa�at� 3' 12' , N ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL 1/2"DIA. GALVAN1ZE17 MACHINE BLOT W/WASHERS �!°•�' =e= AT 12"O.C. END VIEW SIDE VIEW LVL BOLTING DETAIL Elizabeth Thompson : Architect Job '�C�Drp, OLZ J UX LA146Date BCL'MG S".AR FOR DOUBLE LVL y 7/9-o/No l 165 East 118" St. Suite 7A Title Scale New York, NY 10035 917-848-1541 µ i • • SIMPSON LSTA-20 GAGE _ RIDGE STRAP-ALL ROOF RAFTERS P. 2 x 6 TIE 01 EACH RAFTER `i IF L j IN LIEU OF STRAP. ! P P 1=_-_:) V- ICE SHIELD UNDERLAYMENT '� - -1 1_ ,I REQUIRED-24'FROM EDGE r- e r� ItID fir A cA 1 f-=+ 4_ a lop ALTERNATE POSITION OF w __^- r^=^ w w ___r E =f;_ 1100<8 ` 4.5• HURRICANE CLIP USE SIMPSON H3 • H. • • GABLE ROOFS ems— GABLE ROOFS 100<9 < 450 j I I SIMPSON H2 HURRICANE CLIP NAILED FROM PROVIDE Bd COMMON I RAFTER TO STUD - NAILS Lft 4-O.0 AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL • 5- 8d NAILS EACH END SHEATHING PROVIDE 8d COMMON NAILS 6 4'0.t AT RW PRESSURE ZONE-Q-O.C. APA RATED PLYWOOD TO AT NTERIOR PORTIONS OF ROOF TYP. - 1 -fi EXTEND TO TOP OF TOP - `E L PLATE t M8T37 METAL STRAP `yL- A [ 0'JACK POST A & tMR MST27 N STUDS --t w/4 -Sd NAILS C•48 O C _ t_ v EACH END- TYP 100<B < 300 HIP ROOFS ! DOUBLE TOP;A PLYWOOD SHEATHING 100<9 < 300 PLATE TO OVER LAP BOX 2 x 6 018-0 C BEAM- TOP+ BOTTOM STUDS PROVIDE Bd NAILS 0 4'OC.AT PERMTER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. t NOTE :e = 4 FT.RJ ALL CASES 4- Bd NAILS 1 WRAP+ NAIL STRAPRED`J6q AROUND SILLSPLATE ` F v !, °•�_' COMPONENT AND CLADDING PRESSURE ZONES AT ANCHOR BOLT SIMPSON MST27 !� 1 1/2 WIDE-20 GAGE 1 METAL STRAP 048 OC NAIL SHEATHING TO SILL PLATE 8d NAILS Ob 4-0C. 2 - i5 REBAR 2 x 6 SILL PLATE r y� ACO TREATED. �'.4`ac: SEE FOUNDATION DWG 5/8"x 12"AB. x•48"OC. FOR DESIGN w/FENDER WASHER. SECTION Elizabeth Thompson . Archi]7A Jab �0i�� O 'mz LAWE Date I 114 '1 165'Fest 1181" St. SuiTltle Scale New York, NY 10035 917-848 - 4gj"P)��u DETAI D1p t _ pEMo, _ i I x � PEN 1 I ( I � 'fJr�� -ra'�� • DIP r Job Date ( ,Elizabeth Thompson . Architect ���r ©I,� � � � 11,eI 40IIXTTIrvl� WIT - ( 165 East 118th St. Suite 7A Title Scale New York, NY - 10035 917-848-1541 - V9 -I t IVA \YAv.Frliwe,)q�yP) )U*U_L- PIS�If(, 3Z Pte " u �u UP vAWb El ^ ,A Vi l` l� yLO F101P h 1 I" V W vl Fear- Job _Elizabeth Thompson Thompson Architect _ - - 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - www.elizabeththompsonarchitect.com - — - - - -- - %�' - -- -- - - ,t \ i i DISAPPKAL N p- a -7 6£Tey_4 r-- Ilk 0, i. ---------- - Job — Date Elizabeth Thompson . Architect (5 HAIMITUeIrl, PIT 165 East 113th St. 1 Suite 7A Tide Scale Neva York, NY i.0035 917-343-1541 w� N + • \fes n I IN, L i W/ i a pip !w6I ! 3� ►III r4.OH --- --- �-- - - ------f I � I ,--� �� ------ --- ---- - ----==ter — i - a i- Job Date ,Elizabeth Thompson . Architect r 165 East 116 St. Suite 7A Title scale New York, NYdG �, 1 �I �� - - ►� �i 10035 917-648-1541 -v + i --- I I �1 I - - - - — I I _ POW �%Przf-+'l I Elizabeth Thompson . /architect Job Date rn H n ITZ r Wy 16East 118th St. I / Suite 7A Title scale New York, NY �I Iz�f F ► P_ FV44 10035 917-848-1541 g S y1 - CP¢GOEN LANs Tr SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN QF SOUTHOLD SUFFOLK COUNTY, NEW YORK l9 �'�o�p S.C. TAX No. 1000-122-05-22.1 � SCALE 1"=20' WI��l .. NOVEMBER 11, 2003 t ARTA = 26,241.51 3q. ft. 0.602 ac_ k0 \ / CERT,IF = TQ: 6 / SUF.POW COUNTY KAT40NAL SANK LAWYERS TITLE INSURANCE CORPORATION (P. 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UNAUTHORIZED ALTERATION OR AMIRON TO 1 OF T 15 HE fYORK TATE Joseph Ingegno O 9 D�Rs DF,H�S 1AYEY NQ 9EARO16 Land - urveyor EEWBOSSSSED SEAL SSFNU.-141700T BE CONSIDERED 5 ID BE A VAUD TRUE COPY T `• cER11FWAnONs rNaC1TE0 HHtCDR SHALL ROE MRVEY S�rF AREC AHO ON HIS B WMF'HTp THE TRIO Su ya-SubdMelum- SRO Piam - COMIYUCNan LOYOUt cl "CP '• 7TIlE CONPAHY 00JERNME76ME AGENCY AND 1Ef/01N0 1NS11lIJIlON LISTED HEREON.ANO • TO THE ASSIGNEES OF THE EENOrwc iESR- PHONE(b31)727-2090 Far (831)727-1727 TINION OERTUICATIONS ARE ROT 7TUNSFERASI.G OFFICES OKELOCATED U P0.WLIADDRESS THE E R EASE NT RIGHTS OF WAY 322 RO,NOXE AVENUE P Q Box 1931 ANO/OR EASEMENTS OF RECORD,IF RNERHEAO, NeW YONc 11901 (ClverhiOdl NeW York 11801-0965 ANY.NOT SHOWN ARE NOT OOAMNTEED. 3- 9 h TEST HOLE � ��---- GRADE � WELL WELL CESSPQQLS ' $t CLEAR.SAND S t EUGSTF_Q K CES_�P0DLJ �3! WELL IN N-51®5 ' OIE. 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