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Home My WebLink About31224-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32167 Date: 01/29/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 440 SUNSET WAY SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 91 Block 1 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 15, 2005 pursuant to which Building Permit No. 31224-Z dated JUNE 24, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, & AS PER CONDITIONS OF ZBA #5657 DATED 3/10/05. The certificate is issued to EDWARD F. JENSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 97954C 08/01/06 PLUMBERS CERTIFICATION DATED 08/19/06 GARY HART A ho zed ignature Rev. 1/81 Form No.6 JAN 2 g , TOWN OF SOUTHOLD rr' BUILDING DEPARTMENT l- TOWN HALL 765-1802 -- APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, 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. / - -7 — New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �/�_ S4AVS,E/ Wl�'y 1 -S0 G!r�TULl) House No. Street Hamlet Owner or Owners of Property: Suffolk County Tar, Map No 1000, Section q Block Lot Subdivision_ Filed Map. Lot Permit No. aZ 'Y 2- Date of Permit _Applicant: j) Health Dept, Approval: Underwriters Approval: __i Al C t-d-S eC Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signatury' Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/1/2006 375 Dunton Avenue 97954C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Edward Jensen Street: 440 Sunset Way Village: Southold Zip: 11971 Town: Southold Section: 91 Block: 1 Lot: 8 Contractor: APE Construction Co., Inc. (L) Lic. # 2926-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub XXI Residential ❑ Det.Garage D Attic [ 2nd Floor L. Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 36 51 44 12 8 Dishwasher WasherlAmps Dryer/Amps Oven RangelAmps Microwaves 1 1/40 1/20 Furnace on Gas Circulators Smoke Detector Bell Transformer 5 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / CXJ 1/20 2 Bldg. Permit: Other Equipment rp—A—lrHandler, _40 Amp A/C Disconnect Hugs S. Surdi President Rough Inspection: 01/25/2006 Inspector: John McMahon III Final Inspection: 07/27/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. AUG 15 '06 11:59RN SOUTHOLD BUILDING 631 765 9502 P.1 jm.. Og TownHall,53095 Main Road Pax(631)765-9502 Y.O..Box 1179 Telophona(631)765-1802 Southold,Now York 11971-095�i BUILDING DEPARTMENT TOWN OF SOMHOLD C-ERTIFICA,T10N Date: 01 1,9 'CT 212 )C) Building Permit No, _ Owner: r D wA+2 D ...r__ v_ -u'St6 to r,rint) Plumber: �1�t; lel l�k`� .�------•— (Please print) Lead. I certify that the solder used in the water supply system contains less than 2110 of 1% lulnbers Signature) Sworn to before me this day of __..., 20 �_ -- 04GA MISCIONE of Now NNoA01M16049863.t500W Count, Tdotary'Public,_ Italy Term Expires October 23, zo James F. King,President SOpj'z, Town Hall Jill M. Doherty,Vice-President ,�0� �r0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen CA A G • O Telephone(631)765-1892 Bob Ghosio,Jr. OICCOU0 N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0179C Date January 5, 2007 THIS CERTIFIES that the second-floor addition to dwelling, open porch, & shed At 440 Sunset Way, Southold , Suffolk County Tax Map # 91-1-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 11/4/04 pursuant to which Trustees Permit# 6050 Dated 12/20/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a second-floor addition to dwelling open porch & shed. The certificate is issued to EDWARD JENSEN owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31224 Z Date JUNE 24 , 2005 Permission is hereby granted to: MICHAEL & LAURIE WEISS NEW YORK,NY 10010 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER WITH FLOOD PERMIT at premises located at 440 SUNSET WAY SOUTHOLD County Tax Map No. 473889 Section 091 Block 0001 Lot No. 008 pursuant to application dated APRIL 15, 2005 and approved by the Building Inspector to expire on DECEMBER 24, 2006 . Fee $ 843 .40 A r zed Signature ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS so Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer #t Southold,NY 11971-0959 Vincent Orlando CA Office Location: James Dinizio, Jr. � • COQ Town Annex/First Floor,North Fork Bank Michael A. Simon IyCOU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10, 2005 ZB Ref. 5657— EDWARD JENSEN Property Location: 440 Sunset Way, Southold, CTM 91-1-8 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 14,195 sq. ft. parcel has 100 feet along Sunset Way, and is improved with a one-story frame, single-family dwelling as shown on the July 30, 2004 survey prepared by J. Ehlers. BASIS OF APPLICATION: Building Department's November 9, 2004 Notice of Disapproval, citing Section 100-2448, in its denial of a building permit to construct a porch addition. The reason stated in the disapproval is that the required front yard setback is 35 feet, and the survey indicates a front yard setback of 21 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct an 8 ft. by 28 ft. wide, two- story porch, with open (or unenclosed) construction design, at the east(front) side of his home, resulting in a proposed setback of 21 feet, after removing the existing brick stoop. ADDITIONAL INFORMATION:AMENDED RELIEF: During the March 3, 2005 public hearing, the applicant was requested, and agreed, to increase the setback to 24 feet, as an alternative that is more conforming to the code's front setback requirement of 35 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief, reducing the depth of the proposed porch, from 8 feet to 5 feet, will increase the setback by three feet, instead of the requested 21 feet. The alternative will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling is set back Page 2—March 10,2005 ZB Ref. 5657—Edward Jensen CTM ID: 91-1-8 29 feet, and the brick stoop to be replaced is presently set back at 22+- feet from the front lot line. The front porch will serve to soften the appearance of the second-story addition proposed over the existing footprint, and the side yards will not be changed. 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 house as it exists is only 29 feet from the front property line. 3. The relief granted is substantial, representing nearly 32% reduction from the code required 35 feet. 4. The difficulty has been self-created and is related to the nonconforming location of the existing dwelling and the need to expand and make improvements to the dwelling in a nonconforming location. 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition with alterations, 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 Dinizio, seconded by Member Orlando, and duly carried, to DENY the relief as applied, and to GRANT alternative relief for a 5 ft. by 28 ft. two-story open porch, set back not closer than 24 feet to the front property line, and that the step area leading up to the porch must be constructed on the side. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). CJ/-e JI.CXw Ruth D. Oliva, Chairwoman 4/8r /05 Approved for Filing 3 rz� 765.1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE 5 INSPECTOR �-qf SO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLBG. EFOIDATION 2ND INSULATION F 11 FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR. /Z' o�Apf SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTIO [ J FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ZLIV4 INSPECTOR ho��OF SOUT,yo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION IST [ ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: LA C4 - C., DAT 0 INSPECTOR �Of SO(/1y�6 • P TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 INSPECTOR Steven James Kramer Licensed Professional Engineer I , i November 15, 2005 Town of Southold Building Department Town Hall Main Rd. Southold, N.Y. Attn: Building Inspection Re: Edw. Jensen Remodel, 440 Sunset Way, Southold, N.Y. Permit # 31224 Dear Sir: I have been retained by Edw. Jensen, to oversee his remodel project located at the above reference address. He has asked me to assist him in obtaining the approval for the wind resistant hardware installed on his building. I performed an inspection at completion of that project and found the materials to be acceptable as well as his installation techniques. We retain pictures of the installation and will make them available upon request. Please let me know if there is anything else you require. SincerelOV NEW 1* y �Q,�a �• KIZ"°a Cf- Steven Kramer, P.E. yw Kramer Engineering, P.C. G �? 120 Shore Rood West • Mt. Sinai, New York 11766 (631) 473-2430 t FIELDIINSPECTION REPORT DATE COMMENTS .� ro t� FOUNDATION(IST) -------------------------------------- FOUNDATION ----------------------------------- FOUNDATION(2ND) y z � � o o yH ROUGH FRAMING& y PLUMBING r INSULATION PER N.Y. H STATE ENERGY CODE _ r n �1 l FINAL ADDITIONAL COMME TS (bi (b Z m AA O x H - x d ro H TOWN OF SOUTHOLD J,.` - — -'- — ' ; BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTME _T sI Do you have or need the following,before applying? TOWN HALL )! R 1 4 ��-'� f Lel Board of Health SOUTHOLD,NY 11971 , i 3 sets of Building Plans o TEL: (631) 765-1802 ,o; oEFT. Planning Board -�W g approval FAX: (631) 765-9502 - -- g7 Survey www. northfork.net/Southold/ PERMIT NO. _✓�O�ae�Zi Check Septic Form N.Y.S.D.E.C. 6 i Trustees Examined '20 3 Contact: Approved 6 z 20 S Mail to: Disapproved a/c Phone: Expiration ,20 i Buil Jin Ins APPLICATION FOR BUILDING PERMIT Date �— /9/ 2p�J� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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,'..ept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issc^-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. Z� (Signature of appli or name,if a corporation) l/a ,.� a ;�r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0U-) N e2 Name of owner of premises (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: yyo S �fvSF > 4-V House House Number Street Hamlet i County Tax Map No. 1000 Section / _Block / Lot Subdivision Filed Map No._ Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy pf proposed construction: a. Existing use and occupancy S""'Ve Z!50 �Z- y D6C)C66INC b. Intended use and occupancy��/9G/ TO 'S f 'D 3. Nature of work (check which applicable): New Building Addition X Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 76op d 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase - d Name of Former Owner 44)61S1\- 11. yE1SS11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 40 13. Will lot be re-graded? YES NO_j Will excess fill be removed from premises? YES NO OTcSOVAI N V j >L>L G 14. Names of Owner of premises�j� Lt)AXDf9 6.�'Q'*ddress 116 .:Sl -ke 12(3 Phone No. Name of Architect %T Address Phone No Name of Contractor 725 6Ar P cV,4/N/,ufBAddress Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. 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. STATE OF NEW YORK) SS: COUNTY OF Syn1�-) 2 A�jQr T :77yp n (Y being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this IL20 Notary Public Signature of 64licant KATHARINE M.HINTS Notary Public.State 01 New York , No.01 H8108M Qualified in Suffolk County Commission ExPires April 19,2008 ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-01673/00005 901 October 22, 2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law October 21, 2009 TYPE OF PERMIT ■ New ❑Renewal ❑Modification ❑Permit to Construct ❑ Permit to Operate ❑ Article 15,Title 5:Protection of Waters ❑ 6NYCRR 608:Water Quality ❑ Article 27,Title 7;6NYCRR Certification 360: Solid Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 17,Titles 7,8:SPDES ❑ Article.27,Title 9;6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water ❑ Article 19:Air Pollution Transport Control ❑ Article 34:Coastal Erosion Management ❑ Article 15,Title 15: Long ❑ Article 23,Title 27: Mined Land Island Wells Reclamation ❑ Article 36: Floodplain Management ❑ Article 15,Title 27:Wild, ❑ Article 24:Freshwater Wetlands Scenic and Recreational Rivers ❑ Articles 1,3, 17, 19,27,37; ■ Article 25:Tidal Wetlands 6NYCRR 380:Radiation Control PERMIT ISSUED TO TELEPHONE NUMBER Edward F.Jensen (631)331-9606 ADDRESS OF PERMITTEE 110 Shore Road, Mount Sinai NY 11766 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Jensen Property,440 Sunset Way, Southold NY LOCATION OF PROJECT/FACILITY SCTM#1000-91-1-8 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Cedar Beach E:719.2 N:4546.0 Description of Authorized Activity Construct a second story above the existing footprint of the dwelling and garage,a new porch,and a new roof on the shed. All work shall be performed in accordance with the plans prepared by Edward Jensen on 10/19/04, and stamped NYSDEC approved on 10/22/04. By acceptance of this permit,the#rmittee grees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specifid(see pa s 2-4)and any Special Conditions included as part of this permit. PERMIT MINISTRATOR: ADD ESS Bldg #40,SUNY,Stony Brook, NY 11790-2356 John A i land MRP AUTHO Z D SIGNAT RE DATE Page 1 of 4 October 22,2004 ,..,.,,,,ti y'°'."+.. .�°I•"�.�"' ..W""V...'"r.,. .+"rte~""'� Fri ✓�.., ��f ,.,U-'a.. 4�I'. `-v"�+. = {. Ojai ,`✓"' ,r �� vc �l �d SEI.' � �� •i , �• i � �I. ^, � F II . I {f +4F/ I . . i r / 1 II I I / • I �� y f rr IAF.. dAywe in Ae • • doted I I f > I depicted I i� { • y •I I r r / / rI /. • 1 1 } 1 IN WITNESS • �I � r .r .✓` �e�t-•r.Yr• r�.�rT.✓`T r_i'rrrfy�' ' 4 e r 7t-a►AC I.?'t �'�Ml;�t l`� 4,� •t - The pamletee, Edwah.d Jenaen . residing at Sou thotd N. Y., a pact of die consideration for die issosaoe of the Permit does understand and ptescrux to the fol- : 1. Thu the raid board of Trustees and the Town of Southold are released from any and afl damages, or tlalats for damages, of mks arisingdirectly or Indirectly at a result of say oiler. adoa�erfomsed_putmaat�:dds.pwmtt, wsl She a�d.�.:*_'n.�.at.SFs._« 6a owp_e:j�mse,- _ .. .. defend•ay and all such mlwirdtlated by ddrd pattie;.tad the aid Peradtsee ass utna fgbl liability with respect thereto, to-dsemcomplete mctusion of the Board of Tmsteer of the Town of Southold _ 2. That this Pettldt is valid for a period of : 24 ' mos, whirr Is edodderbd to be the estimated time required to complete the sods involved, but'shoald drdmYstatim wstrux, request for an extension may be made to the board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wlsbes to maintain the structure or project involved, to provide evidemm to aay7 concerned that aath- od radon was odgiaaily obtained. 4. That the work involved will be subject to the inspection and ipproval of the Board at its agents, and noaoompliaaa with the provisions of due odgloa ft application, may be cause for temocation of this Penult by resolution of the said Board. S. That there will be no unreasonable interfetmre with navigation as a r mk of the wads herein tudwdttd. 6. That there dull be no interference with the dght of the public to pass and tepau along the beach between high and low water matks. 'a 7. That if future spend= of the Town of SoudgW require dee removal and/or alteruioms in the location of the stook badn audwb*4, or if, In the opidon of the Board of TWm% thw. work shall cause unressonabk obstruction to free mvigadoa, the ald Puttee wlll be required, due nodes;, to remove or alta this work or project hetdn weed vAdww aspems s to the Town' Of Soll"d. a. That the aid Board wlll be notified by the Permittee of the completion of the work aath- exized. 9. That the Vismalaw wBl obtain all other petmia and consents do may be nTdaed sup plemental to thls permit wh tit may be subject to tevolm upon Wo to obtafa am o��gUFFO[�coG o G Town Hall,53095 Main Road 5 �� Fax(631)765-9502 P.O.Box 1179 �Ol �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT April 29, 2005 TOWN OF SOUTHOLD Edward F. Jensen 110 Shore Rd., West Mt. Sinai,NY 11952 Dear Mr. Jensen: Please be aware that we returning your permit application for construction of a second story addition to an existing single family dwelling at 440 Sunset Way, Southold (SCTM# 91-1-8). Following the submission of your most recent survey, as well as a complete review of your application, it has come to our attention that the existing dwelling is in a flood zone (AE-8). The proposed construction appears to be a substantial improvement to a dwelling that is not already flood compliant. Therefore, as a result of the construction, full flood compliance is required. We have enclosed our town's code with respect to flood damage prevention. Please submit this information to your design professional and resubmit drawings that show flood compliance. We are sorry for an inconvenience this may cause. If you have any questions,please feel free to contact this office at(631) 765-1802 between the hours of 8:00 a.m. and 4:00 p.m. ReDipuat rs Autho ac CC: File � f Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\JENSEN.rck PROJECT TITLE: ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family yu. HEATING TYPE: Non-ElectricENLc p ., WINDOW/WALL RATIO: 0.23 * 5J DEEq� �E h+ p� DATE: 03/02/05 r w DATE OF PLANS:02/2005 7 k : PROJECT DESCRIPTION: �Ul EDWARD JENSEN +O/� SUNSET WAY RD. fEs SOUTHOLD,NY COMPLIANCE:Passes Maximum UA=396 Your Home UA= 395 0.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter B valae ala' IM U EaGtsu IIA Ceiling 1: Cathedral Ceiling(no attic) 1314 30.0 0.0 45 Wall 1: Wood Frame, 16"o.c. 1052 15.0 0.0 60 Window 1: Wood Frame:Double Pane with Low-E 232 0.350 81 Door 1: Solid 44 0.350 15 Wall 2: Wood Frame, 16"o.c. 1160 21.0 0.0 51 Window 2: Wood Frame:Double Pane with Low-E 228 0.350 80 Door 2: Glass 39 0.340 13 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 955 38.0 0.0 25 Floor 2: All-Wood Joist/Truss:Over Outside Air 977 38.0 0.0 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. 1 f Buililer/Desi er J REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 03/02/05 PROJECT TITLE: ADDITION Bldg. Dept- Use eptUse I Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor. 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.350 Comments: [ ] 2. Door 2: Glass,U-factor: 0.340 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: [ ] 1 2. Floor 2: All-Wood Joist/Truss:Over Outside Air,R-38.0 cavity insulation Comments: I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. f ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g. (500 Pa). [ 1 I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ 1 I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code ofNew York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. ' Insulation Thickness in Inches 14 Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts TemnemWm(Fl UD to 1" Uy to 1.25' 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thicknessfor MVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Film Size., Piping System Types Ranee(Fl 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) x' q 7o"') Hall. 5.1114$ Mag, ,�•.. a r ,; p4 T. TARRY r.0. n(%r 1171 TOWN CLERK Suulhnld. Nc%c furl; I L G1 srRAR or v rn. srnns lcs .r' IC�� - Fax IS 161 765.Ig` MAMIAGE OFFlacRb� Tcicrhanc 0161 161 7(,t. RECORI)S MANAGEMENT OITICEII ��01 rREEDOM OF INFORMATION OFFICER T OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development Permit application" [FOP(93) ) , and S"Certificate of Compliance f(Sr Dever%pment in Special Flood Hazard Area [C/C(93)) . ' !I J 1 ' 6v�i. Gcr TOW4OF SOUPIOLD Southold Town Clerk August 25 , 1993 '7 APPLICATION p_ PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLTCAMN This form is to be Filled out in duplicate. SECTION 1 GENERA-L PROVISIONS (APPLICANT to read and 5i6l' 1. No work may start until a permit is issued. Z. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable . inspections required to verify compliance. g. 1,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE EST OF MY KNOWLYTIDGE,TRUE AND ACCURATE. \0 AIE , (APPLICANT'S PLICAS SIGNATURE) —3d —or— / // i SECT fON t PROPOSED DEQ ELOPt/ENT 7o,be comolctcd by APPLICANTI NAME !_ lA'D'D/RESS p,r,�'o,!' /� /� P,,1 TE/L�EPHONE APPLICANT�D —JCi1JfJX I,O V�r""� " .� rl tcl�Nlrl g3lzy g06 B UIL.DEf3 Jb+p/�^u lfESs 1✓G8N PRr1f boy Pa ilii ENGINEER PROJECT LOCATION! To avoid delay in processing the rppucadon, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearcm intersecting road or well-known landmark A sketch attached to this application showing the proieU location would be helpful_ FDP(93) APPLICATION PACE 2 OF a DESCRIPTION OF WORK (Check all appbcable boxes): A STRUCTURAL DEVELOPMENT @CT[VTEY STRUCTURE TYPE 0 New Structure 0 Resideodal (1-4 Family) Cl Addition 0 Residential (More than 4 Family) 0 Alteration 0 Non-residential (Floodproormg? O Yes) 0 Relocation 0 Combined Use (Residential & Commercial) 0 Demolition P 0 Manufactured (Mobile) Home (Io Manu- • Replacement factured Homme Park? 0 Yes) ESTIMATED COST OF PROJECT S / 000 B. OTHER DEVELOPMENT ACTIVITIES: 0 Fill 0 Mining 0 Drilling 0 Grading O Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration ([nduding Dredging and Channel Modifications) 0 Drainage Improvements (Induding Culvert Work) 0 Roa,h, Street or Bridge Construction ' 0 SuFrdivision (New or Expansion) / / 0 individual Water or Sewer System 0 Other (Please Specify) Af[cr completing SECTION Z APPLICANT should submit form to Local Administrator for rcvic . SECTION 21FLOODPLAIN DETERMINATION (To be comnlctcd by LOCAL ADht[NISTRATOk) The proposcd dcvelopmcut is loeatcd on FFR-M Pancl No. Dated . The Proposed Development: 0 Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENr PERMIT IS REQUIRED). O Ls located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NOVD (MSL) 0 Uaavailablc O The proposed development is locvted in a floodway. FBFM Pancl No. Datcd — O Scc Sccoon A (o, additional iustn,c1ioos- SIGNED DATE — It .r APPLICATION ad PAGE J OF 4 SECT) ' 4: ADDfT[QNAI, INFORMATION REQUIRED To he completed by L CAL AD INIST'RA The applicant must submit the documents checked below before the apphcadon can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatipns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types orwater resistant materials used below the first floor, details of floodprooCmg of utilities located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide too-year flood elevations if they are not otherwise available). ❑Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). O FloodprooCmg protection laud (nFl:NGVDMSL). Foron-residential only) ( floodproofed structures, applicant must attach certification from registered engia= or architect. O Certification from a iegastercd engineer that the proposed acdvii� in a regulatory floodway will not resutt in any increase in the height of rbc 100-year flood. A copy of all data and calculaooru supporting this finding must also be submitted. O Other. SFrTION S PERMIT DETERMINATION fTo be completed by LOr•AL ADMINISTRATOR) I have determined that the proposed activity. & O Is B. O Is not in conformance with provisions of local Law d_, 19_ The permit s issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checkcd, the Local Administrator may issue a Dcvciopmc❑t Permit upon payment of designated (cc. If BOX B is checked, the Local Administrator will provide a wriuco summary of deficiencies. Applicant may revise and resubmit an application to the Local Administraior or may request a hearing from the Board of Appeals. i APPLICATION s PAGE i OF a APPEALS: Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing dale: PP�1 ests-Buard 6ecccio��PP Conditions ECrION 6 BUILT ELEVATION (To be submitted by APPLICANT before Certificate LA Compliance is issued) The following information most be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in Coastal High Hazird Arras. bottom of lowest structural member of the lowest floor, occluding piling and columns) is: FT. NGW (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). ' i NOTA: Any work performed prior to submits Lbf the above information is at the riskpf the APp"'cant. SECTION 7 COMPLIANCE ACTION fro be completed by LOCAL ADMINISTRATORI The LOCAL. ADMINISTRATOR will complete this section as app[icable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? Cl YES 11NO DATE BD Y EFICIENCIES? ❑ YES 11 NO DATE BY DEFICIENCIES? ❑ YFS ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be com)le ed by WU L ADhjlNISTRAT R Certificate of Compliance issued: DATE BY: I I I I • • I Attachment B BAMPyE CERTIyICATE PF COMPLIANCE / ial Flood Hazard Area for Development in a Spec 11 I 1 , 1 / I , 11 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAJARD AREA WNER MUST CAPTAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING ❑ EXIS'T'ING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_/ AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) N Y tl D E C I` / —"n" ME W_ 1CM _ APPROVED AS PER TERMS AND CONDITIONS OF s PERMIT NO. 1_y738- DI673/00005 Prepared by: Edward Jensen DATE �o o, a,� Date: 10/19/04 N Location: 440 Sunset Way Southold NY ------ Scale �38.b6 ----.Scale 1"=20' 1e44''�"$.• a. r I rsA ` pew 5tocg . fl Frome a 1 N Looe }t0 p 9 }I Pasco ✓ I �o STOR ry4 red 2W " i a14,216i � _ Co er L MAypMRY. ,. 0Vl i Lot Area ft. Existing Lot Coverage pnT�o . �. 1�± house-952 sq.ft. garage-364 sq.ft. g deck-300 sq.ft. pto_ Ute'. • patio-375 sq-ft second story over existing footprint shed-160 sq.ft• ft porch —' concrete ramp 172 sq. new roof on shed(frame bldg.) @.IM stoop-25 sq.'t P ilk 2,348 sq.ft.- 16.5% Total Existing 1 1`, Proposed porch-202 sq.ft. 2 550 s4 ft. 17.9% i 3, er Total existing and Troposed- i 1 t -581*44 20"w , rt. j `tea: `63 TOWN. OF SOUTHOLD PROPERTY' RECORD CARD Loo- z/- /, 9- SSTT1�t /4/D aWNER - I gffT"J- ail I VILLAGE I DIST. I COUNTY TAX MAP NO. Sou rod Z o 7` /ti Z. 2tss w r #a3F C c — LAND IMP. TOTAL DATE REMARKS: /OQ o %�� `� / ?� 7� LQ�� rer // 2Z /YhwWec K -Goren -r rn Al leS,00 l- #mW4n It& �w 8 / o - LIa3 S- s# -fade.., ao�aaa x 3- tq -cls z>Z;I3go rd WN OF SOUTHOLD PERTY RECORD CARR ER STREET VILLAGE DISTRICT SUB. LOT e F ER-OWNE lel" E _ .ACREAGE S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS b on SS776t r7 iaz ER/Ytr Y CG /ate Cv G c 2e{a i� PFre�rii a co j3 Q WA0? 77 v U � �� 3� O 4 �' 3 /�✓i2 /3/�F /3P 9`s1Z 041 fo Y� dWt AGE '7 r' ° B i DING'COND O 7S! ub 1 NEW NORMAL BELOW ABOVE FRONTAGE ON WATER lan / SS/4 'Farm Acre Value Per Acre Value FRONTAGE ON ROAD /oo Tillable 1 BULKHEAD T Tillable 2 DOCK Tillable, 3 k Woodland Swampland_ Brushland" >. . House Plot " yes+ �► �d Total - ■■■VI® �II�S31Lti'■■■■ ■■i mil®�,Ill■■■■■■■■ ■■■■■uBu��N Bldg.M. Foundation Dorn " ExtensionExtension Basement Floors erior Finish Int Extension Fire PlaceHeat � L) _ Porch _ Roof Type �® Porch _ Rooms .. BRooms 2nd .. Breezeway Patio�. . Garage 2., S CO Al �� ' .. _ l/ i BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /LP0s � APPLICANT: q�a2� �� - DATE SUBMITTED: V / /�j SCTM#DISTRICT: 1000 SECTION: ��, BLOCK: LOT: _SUBDIVISION: --� ADDRESS: /� CITY: ZONING DISTRICT: D CONFORMING? /00 - . BUILDING PERMITS OPEN/E PIRED: PRE CO: Y N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0,Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Mergen(A nonconforming at any time afte /1/83, REQ. LOT SIZE: 1,104 ACT. LOT SIZE:/ Q. LOT COV. Ayn-5- REQ. REAR COV. REQ. FRONT PROP. FRONT, Q SIDE ACT PROP. REAR REQ. HEIGHT . HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT WATERFRONT? 6 DESCRIPTION:C0_r)oe 1 rJuF - PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH EPT: YES 01 0 (BED ft E: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o NUEP ERTIFICATION: Y N NEW YORK STATE DEC: PRE-DEC 9/1/7WESrNOD /tea/ ERMIT :SOUTHOLD TOWN TRUATEES: r NO DTE: / /�y/ PERMIT#: TOWN ZONING BOARD APPROV DTE: , 110 / PERMIT#:6Z6;7- TOWN PLAN. BOARD APPROVAL: YES o DTE:_/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES OR NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: h9V SF SECOND FLOOR: G SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ,ASF) A (D SF) SF X$ —S 3 +S +$ —$ 3 d 2. ( _ SF)- (_ SF)= SFX$ =$ +$ +$ 7- 3. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ y FINAL TOTAL: $ 3 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic.Design Category: B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT S%o:Y/N VENT 4%:Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY'CALCS: Y/N' TOTAL COMPLIENCE? YIN(RETURN TO PAGE ONE) SURVEY OF LOT 162 N MAP OF GEDAR BEAGH PARK FILED WITH THE SUFFOLK COUNTY GLEW S OFFICE ,85 MAP No. 90 Cedar �� ®�� SITUATE: BAYYIEW TOWN: 5OUTHOLD x e1=6.9 SUFFOLK GOUNTYr RCNY PROPOSED POH _ SURVEYED 01-30-2004 PROPOSED 2N0 STOR s UPDATED 04-21-2005 PROP. SECOND5. 5UFFOLK GOUNTY TAX u STORY DECK Lot 161 ' e1= 1000-91-1-5 138.66 - - - - - 044„�n cERT>x�To: N81 p5 v- metol fe^ce Edward Jensen bghaet l oris x = x e 1=6.9 Funding� (207 1 x• e69 I �jLOf�j st ne dn�ewey - Frome g 22' ztA I Story 1 4 F rams HOU50 � wooa FIN. FLOOR EL=8.2'� x el=5.3 x e1=6 1 aeok m N -- - x e1=7.2 o � 8 x, 0 wood D 6 x 6 - O docko § at 1�2 e1=6 o Q x e1=5.9 x e]=6.3 x el-5.e F x el=5.2 fl Q ~ x e7=5.9 8 mrcrv_.e el=rl x e1=6.8 oar � N x e1=6.0 X e1=7.2 N x e 1=6. 1 a 145.25' 81044,20„w s NOTES: MONUMENT FOUND Lot 163 e�'n� • �',, ^lL 9 �� i1 AREA = 14,195 sf or 0.33 acres ' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—\\Hp server\d\PROS\04-243.pro 12 9� N � � N 1L QQ --O' d W �� ry N H U Q > qK w R W O Z PND FL 21N0 PL Q In 0 It J ' a Q lL �j ® CI o NO 13 =1 Ln W fn 0 00000 1 411 11 ILI I�l I LL � � L � 00 - - �- � — o z WAIT FRONT ELEVATI ❑ N co aZo SCALE: 1/4 = 1'-0° o O Z � cQ a G � MEOW ® ® ® ® 10 w o O D � Z W U _O Z 2ND FL K O 2ND FL 0 LL O ' ! \�k ;� 2 - - -- n Ad, El I Fill IF • r LL O m LEFT ELE- VATI ❑ N " WW W O SCALE, 1/4' = 1'-0" 0 12 9 D! 12� 9 3 N j o o a l i -j 2 w 0 E I a aLd 2' U Q > 2N➢ FL p W p ADDLILUN 2ND FL Q CO Ji w p p J _ © z", LEI w F- ISI I�11111�tl� ® ® IE] N0 D w IA O o a z r- r W vv ED REAR ELEVATION SCALE: 1/4' = 1'-0" o oZ l2 9 Q � rG Cl) CID I ® w D z w U U Z 2N➢ FLK 2N➢ FL O J LL J w z a 0 ^^ o_ of N'—VV f n�l RIGHT ELEVATION �� N w SCALE, 1/4" = 1'-0" s = N 14'-4" A ko",nw'- -- ---- -- --EXISTING 1'- 4' - 8- POURED CONC.FOOTINGIII -- --- EXISTING 8' POURED CONC. WALL - -— —— ——— G o Z 4 I j PROVIDE VAPOR BARRIER W/ , EXISTING CONC, SLAB <I I I I ¢ Z } IBGRAVEL ARRIER BENEATH AND ABOVE x I I I I LL Ow o III W N z 0 _ - ---------- ---- __ -_� i EXISTING CONC. SLAB i C] 7 EXISTING CRAWL SPhE I I I I d' 00 O CLUd It o r d' I 24' X 24' X 12' I I � (n I I POURED CONC. FOOTING 24' X 24' X 12' NEW 4- NEW 4' POURED CONC. STRULTUA4 I ¢ Z CD STRUCTUAL FOOTING COLUMN ——— —— — —— I O O COLUMN J EXISTING O 0 ❑ -- -- ----- Z n _ STRUCTUAL _ COLUMN x Q EXISTING 3-2' X 8' GIRDE z NEW 2-2' X 10' I I A F GIRDER w �- PROVIDE VAPOR BARRIER ry B I I EXISTING 8' BLOCKED CONC. WALL I I EXISTING t 4' e' POURED CONC FOOTING co J I LU ---- - W FFz Lu L-- -- - - Z 0 Of —IN --- ----- 0 N �a 2-2' X B' GIRDOER BOLTED TO J 1 x 4'-4' POST W/' 1/2' CARRIAGE IL d- iu BOLTS 4' X 4' POST �I 0 SONOTUBE '[I"1' Z / 25.5' BIG FOOT LU/ W 01 7;7 I I' 17'-I" D FOUNDATION PLANv� 25 � � LL FESS\O P, O m SCALE; 1/4" = 1'-0" tea. M N w w w o x 0 rc J N a a W T, 0 1) O Q Lo z 3 w w Q Q K U Q > R Vl q AV z 0 0 W a a z } w 3 0 J0- Q W = O Do W 0) 0 O 7 F- W U En d o Z W cr nd LU IT � rn (7 CCC) 11 WATIO OFDODR N Q } O NEW WALLS Q Z O Q p z_ n Q � Z M REMOVE EXISTING WALL LOCATION OF D BATHROOM DOOR REMOVE EXISTING NEW WALLS WALL MOVE 1'-6' REMOVE WALL LIP TO THIS POINT REMOVE EXISTING WALL ^� W Dox RER]VE WAALL, HEADER, W AND DOOR F- GENERAL NOTES }-I w y-{ U ALL WINDOWS IN HOUSE TO BE REMOVED (� REMOVE ALL WINDOWS AND DOORS IN GARAGE TO REMAIN Z REMOVE EXISTING WALLS AND NEW WINDOWS SHOWN ON NEW FIRST FLOOR PLAN KITCHEN COUNTERS FIXTURES IN REMOVE ENTIRE ROOF 0 AND CABINETS EXISTING BATH 0 LL W z Z Q W O FRONT DOOR TO BE REMOVED AND NEW 4 lP FRONT DOOR LOCATED AS SHOWN ON NEW I ra(d ui FLOOR PLAN REMOVE EXISTING STOOP SS1 O N FIRST FL DEMOLITION PLAN SCALES 1/4" = Y-O" = o 27'-7a z 5-41 2 x D- 7 LL " ry W A G In z - - - EXISTING 3 J W I D D U ¢ Y F p N p W I ❑ LU POSr' ABOVE uaK 2-9 1/ ' LVL HE DER TO F ATION usr rnm1 ¢ m Z }Q Lv[ TW28410 TW28410 U- C3 ➢HT2810 DHT2810 2-2'X6' POST IIHTRM1 TW28410 Z Q W = ➢HT28U ➢HT2810 mN 15'-7aW O O Q q II 2 w W v O o NN 1 EXISTING ra LIVING RllO {Q BED RM 1 (V WINDOW I —I EXISTING GARAGE I POST ABOVE TO (n vcr"rtr� zr. szes urr UI F- 2-1 3/4' X 9 (V It GP165 11 7/e' WI FJ 816'OC 1/2' LVL HEADER O 1j IL O u REPLACE Z r EXISTING 6 HEADER U.1 n W ONE LAYER OF FIRE tL' 4 RATED SHE ET ROCK ON 3 111 THE WALLS TWO m m LAYERS ON THE � CEILING Q } O 28 - % 4PAST 70 GIRDER (n m o Z 68 2' ' O Ym —IN — _ _Z TECO WI TO GIRDER � ttl Q 1 3/4' X 9 1/2' LVL GIRDER 1 Qg B H - O Nr 2-2' X 4' m gas sasr - 2-2' 6• Fa POST TO POST O HEADER N N - 2' X 6' POST TO GIRDER HEADE 2-1 3/4' % 14' LVL 2-2' X 4' 6 DROPPED HEADER POS' TO O4-2' X 4' HEADER POST TO HEADER OREMOVE ALL EXISTING a. 1(1 A 1 WALLS IN NEW KITCHEN IOn KITCH N AND DINING RM. AND STUD - DINING RM T' W O OUT WALLS W/ 2• X 6' XD I-- B No STUDS 8 16'OC o= O CATHEDRAL n ry r R N JD z 3-1 3/4• % 11 7/e' LVL HEADER O O — T ra BBL JACK STUDS ON 3068 - BOTH SIDES OF DOOR THERMA-TRU 1 DOOR POST FROM BO VE OHT2810 OH 2BIl LL J Q 2O2O TW2032 TW2032 N THERMA-TR THERMA-TRU SIDE HOLT 2' X 8'I' LE➢G R u SIDEu W/ 1/2' CARRRIAGE wLIGHT OUGHT W/ � O Ih , pF NEbyF`"w¢ F—i WRAP IN ICE SHERD AND 2-I 3/4' % 9 1/2' LVL ,,,, BOX INZQj'_I" HEADER FIRST FL PLAN 1F4p'G'U. 072 p�FF-SS1p F SCALE; 1/4" = 1'-0" LL D N W El w o W-2 A d IL o o a N 2-2' X 8' HEMDER 10 IO �' h w N 4' % 4' POST-- 2' X 6' N _ _ 1 BDXEO IN SRR 16'OC gi_gn m z DHL JgGI 2' % 6' DBL JACK w STUDS r UST STUDS 2-2' X 6' K U R �- - POST n CE LING HT. STUD2' X 6' - A �1 W TV20310 TW20310 FWi"+b0 –�I STUD 3- 1 3/4' X 1/2' HEADER W 03 m -dry POST TO POST 0 CEILIN T' BED RM 2 R-19 _ T- FOUNDAT N FOUND TION Vw; INSULATION d d — p Z p ¢ c FAMILY RM BATH Z > 361 10 S4£T J ' ¢ p o LL 5 J DBL JACKp p STUD Z x LU O -2' % 4' RIDGE POST X 6, w p z O Oa OST — — ry y W co 0 8068 N –dry q'_I— –DBL JACK 2' X 6' 6 b' b" 2 3 STUD TV STUD WALL I � O CLST. R-19 CL T. INSULATION CEILING HT. d 2668 F- 2068 = O N m m a o wv ry CEILING HT. I aW, -dry o 1 3068 UTILITY RM II ? 6' STUD WALL I 61 T am z 0 o 0 TW20310 TV20310 ri z Z p- 4-2' 4-2' X6' POST POST TO4• C'] � CEILING HT. VALLEY V1 mi an �D B � J Sm J ] 2 B N OPEN TO BELOW 0 x P N .. n m W F- m TW210310 TW2103I0 TWPI ala ZW U 2' % 6' 4-2' X 6' POST WALL R-13 STUDTD R111 Z POST TO Q INSULATION FOUNDATION L J O z W (� O FOA K'U, �pL �UF.E9S�.m SECOND FL PLAN to SCALE, 1/4" = 1'-0" w o w N � O � O � Q N w a o 0 z Lu G - Z 3 w 6.... w a a � III ) II DHL RR J ti 4-2' X 6' 2-2' X 6' —J 3 RIDGE y PLA1fE P `�° ti p W ,.kJJ o III III U- 0 w Q ❑ x s 0o ^ z c 7 1 3/4' % 11 7/e' LVL R[DG6< P+ 13BL RR F (p W N N a �ti'yl SII 2-1 3/4' X 14' LVL RIDGE III O11 A 2-2' X 4"-1 3/4' X 14' LVL RIDGE 2-2' X 6' RIDGE POST TD 10BL RR RIDGE DBL RR A �I 2-1 3/4' X 14' LVL RIDGE u III O N � O DBL RR y, Z f W LU It f yF BL RR d' ,�. 4ts_ L x III 3 m II J <1•( �gCll � ` LqC( I � Q Z 0 1 3/4' X 11 7/8' LVL RIDG �fm fL m T O Ilm w � a a x co 4' R P O POST TO J n RIDGE ] DBL RR o x A m - i B li 2' X ID' RR 16'OC 2' % 10' RR 16'OC � n✓ If B r+� H D � LU z I' 0 0 O 4-2' X 6 LL POST TO J�❑ RIDGE ` Z Q W W 0 _ � 2 ru��aaa. OFN1 y' R ❑ ❑ P PLAN SCALE: 1/4' = 1'-0" w w w o x rn RIDGE VENT 2' X 10" RR 16'OC---\ PROVIDE USP RS 16-R 21' ARCHITECTUAL ASPHALT SHINGLES CONNECTOR 2-1 3/4' X 14' LVL RIDGE Q z a � 5/8' CDX PLYWOOD p Q a F n N W ry N 1 3/4" X 4' LVL LEDGER W N m O O PROVIDE THO USP CONNECTOR R-30 INSULATION 1 3/4" X 11 7/8" LVL RI➢GE 3 w a I- 2" X 6' DBL TOP PLATE " a } ' 2' X 6" CT 16'OC R-30 INSULATION 4- 8' CT 16-OC 2' X 10' RR 16'OC 2' X �a k 90 Q w o It I�s Q n C LL W Q O Q aQ ? o w w to rn Q NEW SECOND FL p I ly R-19 INSULATION 2' X 6' STUD WALL ID O Lo m o 3/4' SUB FL z I'- v GPI65 11 7/8 WI FJ @ cr m M 16'OC 2" X 6' SHOE C7 m NEW DBL 2'-4' TOP PLATE Q z o R-36 INSULATION Z n v L�-' ONE LAYER OF FIRE PROVIDERS 16-6 USP oHrzeza RATED 5/8' SHEET STRAP to ROCK ON THE WALLS 2-2' X 6" STRAPPED AND TWO LAYERS ON TO THE EXISTING STUD THE CEILING WALL AND TOP PLATE EXISTING GARAGE EXISTING STUD WALL S—I co w Iw— Z w r� z Z 0 O J LL z Z Q EXISTING FOUNDATION w WALL AND FOOTING2 ^^ O 1"x'1 V o � SECTION - A ��YII��,�� r K,i. _;. '.q cC, t'T' LU SCALE 3/8" = 1 '-0" O\) 'OV ° m � L'SS�O�� . N w W W p !7 RIDGE VENT PROVIDE USP RS 16-R 21' CONNECTOR O 2-1 3/4' X 16' LVL RIDGE R-30 INSUALTION m n d N u > w w - z 12 3 w R N R P9 12 ,P 9 �-2' X 8' CT 16' OG.1 LL o � wo C) Unwmm PROVIDE USP RT) Al - - SOFFIT T CONNECTOR (TYPJ �N rl VENTED d o w IT v v R-19 INSULATION 2ND F.F. (v NEW 2' X 6' STUD WALL C7 co PROVIDE RSIG-6 USP STRAPPINGO z o 1ST FL CEILIN FROM ESWALL ALL TOEXISn Z REMOVE EXISTING 2' X 4' ST ALL REPLACE WITH 2" X 6' STUD W L @ 161O L0 L L L 13- [01 LL- �i EJ II =11 LLLLL x LLLLL 0 EXISTING 2' X 8' FJ @ 16'OC EXISTING 2' X 10' GIRDER z L -- R-38 OEXISTING CRAWL SPACE O INSULATION LL �--1 z z EXISTING 8' CONC, BLOCKED FOUNDATION WALL +"I 2 ^� O_ !� PROVIDE VAPOR BARRIER W/ 1" EXISTING 4' STRUCTUFAL COLUMN GRAVEL BENEATH AND ABOVE oFpl`°W��o BARRIER EXISTING CONC, PAD FOOTING �y3� SECTI ❑ N B - 13 � o, ib w ' r -13'�e'— �;', w SCALES 3/8„ = 1,_0„ "Fopr� z °' o ,RQ�ES O m w w w w w o x O � a i _ CD O a O O w Z 7. N O x N m CD - PROVIDE USP z w JUS26 CONNECTOR a a 2' X 6• i 2' X 10'1 RIDGE 2-2' X 10' GIRDER RR 16'OC TECO BETWEEN 2' X 4' STUDS BRACING o w p 2-2' X 8' HEADER ¢ z > PROVIDE 2-2, X 8 H DER LL o p RT7 USP z 2 W O CONNECTOR = o a I 'o �N 2-2' X 8' HEADER w W fn rn m 1/2' CDX PLYWOOD 2" X 8' RR 16'OC PROVIDE RT7 CONNECTOR ARCHITECTUAL 2' X 6' LEDGER ASPHALT SHINGLES 2' X 6' SHOE O ,n a o 1' X 6' FACT Nr�2' X 8' CJ 16'OGT z uj Iqn AZEK 2-2' X 6' TOP w rn 5/4' X 6' BLOCK BETWEEN FJ 2-1 3/4" X 9 1/2' BEADBOARD PL8TEX 6' HEADER (7 1 m TOP DECKING AND WI AZEK TRIM LVL } o 2' X 10' FJ SISTER TO WI FJ 16'OC v, 2' X 10' RIM FJ IS 5' OUTSIDE AND z JOIST 10' INSIDE z m EXISTING 2' X 4" STUD WALL 5/4" X 6" DECKING PROVIDE USPPAU44 r2' X 6' FJ 16'OG.a EXISTING FJ Q� CD SERIE=S CONNECTOR 2-2' '.X 8' GIRDER BOLTED TO FW 4'-4' POST W/ 1/2' CARRIAGE BOLT 2' X 8" BOLTS LEDGER RI }-� w 4" X 4" POST 1/2' CARRIAGE ii O BOLTS EXISTING '� O FOUNDATION z 8' SONOTUBE WALL O O J LL �--1 D 25,5' BIG FOOT 0 w ^Q) O En I"-i SECTI ❑ N D - D � NEWy c `r SCALE SECTION C - C 3 /8 ' y4F my f 7 LL m o SCALE: 3/8 " w w w o x w GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1.The Information on this set of construction documents is to relate basic design 1.All walls,2x4 and 24, to be stud grade or better 16"o/c. All other framing material TABLE 3.1, INCLUDING 3.3 AND 3 s intent and framing details. They are Intended as a construction aid, not a substitute to be#2 douglas fir or better. 11995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION M ANUAL for generally accepted good building practice and compliance with current New York r OINT DESCRIPTION stale building codes. The general contractor is responsible for providing standard 2.All wood framing In contact with concrete or masonry to be pressure treated. NAIL O U A L ITY NAIL SPACING construction details and procedures to ensure a professionally finished,structurally AMING sound, and weatherproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless TO TOP P LATE TOE NAILED dl J e'-0•• WALL: 3-ed PER RAFTER otherwise specified 10'-0• WALL 4 -d PER RAFTER Z ~ JOIST TO TOP PLATE TOE NAILED 2.General Contractor to ceordinale all sub contractors, scheduling of work,and B'-0•• WALL 3-6d PER JOIST F. O interaction between trades. 4 Provide x-bracing or solid blocking at a maximum of V-0"o/c for all dimensional JOIST TO PARALLEL RAFTER FACE NAILED 10'-0" WALL 4-ad PER JOISTlumber floor joists. JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP U0BEE TABLE 3 7 EACH LAP IL3.The general contractor is responsible for ensuring that all work and construction TIE TO RAFTER ,FACE NAILED SEE TABLE 3.4 PER TIEmeets or exceeds current federal, state,antl local codes,ordinances andreulabons, 5.Floor construction.%"ton ue and move I wood subfloor. Finished material to be G TO RAFTER TOE NAILED U n O O 9 9 9 PY 2-8tl EACH ENORD TO RAFTER END NAILED In O Q etc. These codes are to he considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists 2-1sd EACH E N p and should be adhered to even if they are In vanance with the plan. MALL FRAMING 6.All window and door headers to be minimum(2)2x10 unless Olhemise specified. TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT 4. Dimensions shall take precedent over scale drawings(d0 not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. TrOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SmE _z S{TDD TO STUD FACE NAILED 2-16tl 24" OIC W HEADER TO HEADER FACE NAILED 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full soled blocking under all bearing walls. 116 1 B" OIC ALONG EDGES responsibilityfor construction coordinating with these plans, nor responsibility for TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2x4 STUD Of UQ } construction means, methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified 3-16d PER 2x6 STUD ' to q IP4 precautions and programs in connection with the Work. There are no warranties for a BIOTTOM PLATE TO FLOOR JOIST, 4-16d PER 2x8 STUD specific use expressed or implied in the use of these plans. 9.All flush beam and joist Intersections to have galvanized hangers. BIANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-1" PER FOOT 6. Refer to floor plans,exterior elevations,and window schedule for FILOOR FRAMING P types and sizes of 10.Typical extenorwalls and roof with grade plywood Or J01STT0 SILL, TOP PLATE, OR GIRDER TOE NAILED 4-Bd PER JOIST Q Z windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1.APA rated. Plywood t0 span over all plates and BRIDGING TO JOIST TOE NA ILEOz-etl EACH END D W 0 Deadens. BLOCKING TO JOIST TOE NAILED 2-ed EACH END Q Z CL 7. Door and WlOdOW headers t0 align unless otherwise noted BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED U > D 11. Provide insulation baffles a[eave vents between rafters 3-16d EACH JOIST U- > B.General contractor is to ensure that masonry and prefabricated fireplace MOIST ON LEDGER TO BEAM TOE NAILED a-ed PER JOIST C3 F- BIAND JOIST TO JOIST ''END NAILED 3-16d PER JOIST Of construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all Connections between mofs,walls, BI AND JOIST TO SILL OR TOP PLATE TOE NAILED Z Q N chimneys,projections,and penetrations as required by approved constructlon 2-16d PER FOOT U Z � 9.General contractor to consult and coordinate with the owner and the plans for all practices. ROOF SHEATHING W 0 � O built In Items such as bookcases,shelving,pantry,closets,etc. STRUCTURAL PANELS q' PERIMETER EDGE ZONE 16" OIC - 6" AT PANEL LU W ro 0 13.General contractor to provide adequate attic ventilation and roof vents. EDGES AND AT INTERMEDIATE SUPPORTS IN THE 01 10. Provide hardwired smoke detectors,With battery backup, on all floors and In each 51B" 8d PANEL FIELD INTERIOR ZONE - 16" OIC -6" AT PANEL EDGES AND 12" bedroom,venfy with local code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs. ea AT INTERMEDIATESU IC -6" INTHEP EDGESNEL ELO Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES FIOR ROOF SHEATHING WITHIN 4'-D" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" NT EACH SIDE OF THE ROOF PEAK, THE 4'-D" PIERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhenng to all applicable code and cIEUING SHEpTNING safety requirements. GIYPSUM WALLBOARD OARD � cD 5d COOLERS 7" EDGE ! 10" FIELD 1.General contractor t0 review plans,elevations,and details to determine intended WI ALL SHEATHING O heights of finished floor(s)above typical grade LD 2. If wall plates or joists are cut duringthe installation of plumbing fixtures or STRUCTURAL PANELSEL equipment provide bracing to be framing back together. ed 4' EDGE ZONE - 16" OIC -6•• AT PANEL EDGES AND 12" Z n 2.All footings to rest on undisturbed soil '519 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD W eh r` ed INTERIOR ZONE - 16•• OIC - 6" AT PANEL EDGES AND 12" LD V GENERAL HVAC SYSTEM NOTES AT IN TERM EDTA TE SUPPORTS IN THE PANEL FIELD It G M 3. Provide%"expansion joint material between all concrete slabs and abutting FIIBERBOARD PANELS ]lib" 6d 3'• EDGE I6" FIELD oI (p concrete Or masonry walls occumng in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhenng to all applicable codes and 25!32" 8d 3" EDGE 16•' F IE LO G'VPSUM WALLBOARD 5d COOLERS 7" EDGE 110" FIELD or safety requirements 8d 4- EDGE ZONE - 16. O/C - 6" AT PANEL EDGES AND I2" aZCD 4. Concrete slab on 4"sanddg6mil.11mimmed polyethylene vapor barrier. reinforcing. HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O O Interior slabs 10 be placed On 6 mil.stabilized polyethylene vapor harder. 2. HVAC subcontractor to fully Coordinate all system data and requirements with the equipment supplier I T A B L E 3 .7 Z 5. Provide crew)space venlilalion per local code requirements. 15995 SBC HIGH WIND EDITION WO OD FRAME 3 HVAC r,owner,and q provide final system nal re drawing and submit it to general C O N S T R U C TIO N M A N U A L rq 6 General contractor to Install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval R A F T E R S P A C I N G 1 6 " O /C between all wood surfaces that are exposed to concrete or masonry surfaces R 00 F PITC H IR 00F S PAN 7. Dampproof exterior of foundation with a bituminous coating as per code and soil 1 2 2 0 2 8 3 s conditions. 3 1 2 5 B 11 1 4 GENERAL FLOOR PLAN NOTES GENERAL WIND PROTECTION CONNECTION NOTES 4 : 1 2 4 6 8 1 e Adapted from Standard for Hurricane Resistant Residential Construction, SSTD A-99 5 1 2 3 5 1.Dimensions shall lake precedent over scale drawings(do not scale drawings). and 1995 SBC High Wind Edition Wood Frame Construction 7- 1 2 3 4 5 6 Fasteners and Connectors for Wood Frame Construction -9-12 2 3 3 4 5 2 1 2 3 3 3 4 float, Tape,float,and sand(3 coats). floors, 2.All ltwalls to be covered With%"gypsum board with metal comer reinforcing. 1.A continuous load path between footings,foundations walls, studs and roof framing shall be provided. T Ak B L E 3 .4 /t 1 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board 'i19295 SBC HIGH WIND EDITION W DOD = SLIGHT D GEOGRAPHIC DESIGN CRITERIA V/ at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber 2.Approved connectors,anchors and other fastening devices not included in the 'I F R AME CONSTRUCTION MANUAL W requires 2 layers of 5/8",fire rated gypsum board. Standard Building Code,Table 2306 1 shall be installed in accordance with R A F T E R SPACING 16" o I C SEVERE 1- Z manu acWrer's recommendations. ,1200 mph FASTEST W IN DSPEED TH 3'-0" UJ MODERATE TO HEAVY U re4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or R O O F ROOF NUMBER (9 resistant gypsum board,or Wall file set on wonderboard or equal. subject to salt corrosion in costal areas,shall be stainless steel or hot dipped SLIGHT TO MODERATE Z galvanized. PP IP ITCH SPAN (ft) OF NAILS TEMP. t1 O DESIGN LOAD CALCULATIONS 4 12 16 12 a ICE SHIELD UNDER- AS PER MANUFACTURER'S p fr ming an windows and doomwnnecto ishan be prodded at the panel sheathings cripping, 24 a LAYMENT REQUIRED SPECIFICATIONS / STATE CODE LL framing anchors or connectors shall be provided at the top and bottom of cripple 1� MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) studs, header studs,and at least one stud at each side of opening. 28 7 FLOOD HAZARDS O EXTERIOR BALCONIES 60 32 8 Z DECKS 40 5. Ridge straps shall be attached t0 each pair of opposing rafters except where collar 36 Q ATTICS WITHOUT STORAGE 30 ties of l x6 or 2x4 lumber is located In upper third of attic space and attach to each pair 5:12 12 3 cJ; W ATTICS -WITH T9-A-STORAGE 40 of rafters. 16 4 O ROOMS (OTHERTHAN EPING RO SLEOMS) 40 6. Uplift connectors shall be provided at each rafter hearing. 20 4 VJ _ SLEEPING ROOMS 30 24 5 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 7. Floor to floor hold-downs to he provided every 48,and every 16"within 4'of exterior 28 6 USE DuWEWNG UNfT,SOT CHOLA 310-310.2 CRITERIA FOR CALCULATION OF DEAD LOAD corners. 32 7 2HEIGHT TL ACTUAL WEIGHTS OF MATERIALS RE FE REN ED TO A.I.A 36 7 FIRE AREA(s� ARCHITECTURAL GRAPHIC STANDARDS 8 Sill Plate to Foundation Anchorage: Sill plate shall be anchored t0 the foundation 6 12 12 3 3 TYPE OF CONSTRUCTION WOOD FRAME CONS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 16 3 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN ylOPl WFCM 5 N O W minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 2 a 5 5 FRAMING ELEMENTS SEE FLOOR PLANS GROUND SNOW LOAD 45 Its. each plate. Anchor bolts shall have a minimum embedment of 7 inches In concrete/ 2 e 5 5 DESIGN ELEOAD CALCULATIONS SEE PG 6 8 7 c;, masonry foundations. Anchor bolts shall be located within 12 Inches of comers and at 3 2 5 6 DESIGN W AND DOOR SCHEDULE E SEE PG 9 S E IS M IC spacing not exceeding 4 feet on center. 36 7 8LMEPATH SEEPG687 DESIGN CATEGORY B 7 12-12:12 12 2 9 NAILING SCFEDJLE SEE PGB ._,.3h7y, L.h„ LL 1 6 3 10 EGRESS SEE PG 9 - %±«e'>+'° r�� O WIND THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 20 4 _ WIND SPEED 120 mph SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 24 4 it PLUMBING PoSER DIAGRAM INA p O EXPOSURE CATEGORY GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 28 8 12 FIRE PROTECTION WA OF St 1 e GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 13 TRUSS DESIGN DRAWINGS WA w 361 6 14 ENERGY CALCl1LA HUNS SEE ATTACHED w o i � STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION ; WINDOW AND DOOR SCHEDULE FOR WALL OPENING PROTECTION OF120 MPH 1SECONO WHO GUSTS (MMIMUM MEAN ROOF HEIGHT']5) III O MULTIPLE SECTION ASSEMBLY' 1/4" �I THICK BOLTS @ 2'OC QI ' u- A LL' lo 1 , B ED C 0.n ' lo' Id D w a Iw- ,cT' irni Ini ',m to z HIGH PERFORMANCE OR APPROVED EQUAL 1¢I �z IIS ALL WINDOWS TO BE ANDERSEN I� w � It Qi ,CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. 0 al WI i'- p I�' z =)COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS w 'Io 5 O TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. u3iliw W Tn w I CUSTOM GRILLES - SEE ELEVATIONS �'II WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16" O/C, FASTENERS \_ FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" - #8 AT 12" O/C. TABLE 301 .2.1 .2 m O o D. o TALL NARROLINE WINDOWS MUST USE: w d 1/2 "HEIGHT SILL STOP (OR STOOL) AND THE ADDITIONOFA 1/2" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" LIE SHUTTER ASSEMBLY HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) c7 N.T.S. FOR PANEL SPANS:O<4'-0"WIDE SPAN p TABLE 1609.1.4 O z o 23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") K t` z n v USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Q LABEL ACCORDING TO LOCATION. ASSEMBLY ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING #10 TEE NUTS ATTACHED TO BLDG.W/#10x 1 i2"(W/WASHERS)MACHINE BOLT @ 12"O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901hs. SHUTTER ASSEMBLY N.T.S. ^ W FOR PANEL SPANS:4'-0"OR WIDER SPAN � 1 J � z SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. Lij U NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24"OC 1 z 1� 0 ASSEMBLY 0 1).PREASSEMBLE PLYWOOD TO 2x4'5.#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL UL WOOD SCREW @ 12"O C. ALTERNATIVE FOR OPENING PROTECTION rl w WOOD STRUCTURAL PANELS WITH AMINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 6'4y" O SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. /1 (REFER TO SECTION 1009.14 AND 1609 6 5 AND TABLE 1609.1.4) H TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ,,..OF FASTENER SPACING INCHES �('� PJEty'yy;; PANEL SPAN c2'SPANSPAN <PANEL 4'-0"<PANEL <PANEL DEE^ S FASTENER TYPE 0" SPAN<4'-0" SPAN<6'-0" BPANc6'-0' �� &�-C,"r�c 2112" ilB WOOD SCREWS 16 18 12 9 Il,x til 21/2" 96 WOOD SCREWS 16 15 16 12 m ( _t°LT '� ;? _ LLQ ATHIS TABLE IS BASED ONAMAXIMUM WINO SPEED(3SECOND GUST)OF 130 MPH AND MEAN ROOF XER ' HEIGHT OF 33'-W OR LESS SQA . OTR P� F B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL S� W C] C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE gOFES ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL S CAPACITY OF 490 LBS RIDGE -- O RAFTER J. USP RS250 AT 21 Q'I m a lz. ry Iw, l�, 10 , 0 Iuailli�Io' ¢ A ,RAFTER/RIDGE/RAFTER WITH CT =' w KING STUDS �1 c+ Ia� rI RAFTER IgIIVI� glial, RIDGE -- - - RAFTER --- - Q STUD - - -- - - _ RAFTER - -- r' USP RT16 OR(2)RT7---- _ p 2I TOP PLATE -- -) TOP PLATE - HEADER - rJ J USP RS250 AT 21 Z, > ii _ USP RT3 _ _ _ _.F-� I�� Iwl 1<1 � USP LS OR TMU IES -- USP RT20-- - - - USP R5250 AT 18" - - - p, all OI WALL SND - - %I � WALL STUD t) USP RS250 AT 12" - - - x IH iO CONNECTION USP PRODUCT NUMBER BACK STUDS ---- Q A RAFTER/RIDGE/RAFTER WITH CT RS250 21" wI i7I O, RAFTERlRIDGEIRAFTER WITHOUT CT R5250 21"+LSSH99 U) i B RAFTER/PLATE/STUD RT20 pal W I(q U) - ' - RAFTEWPLATE RT16 or(2)RT] I II -- _ PLATE/STUD RS250 i6" Al ,RAFTER/RIDG_ E/RAFTER Wio_cT B_ RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD RT3 — - C ,HEADER/STUD HEADER/JACK — - - - -- HEADER/JACK STUD R525012" -- D FLOOR TO FLOOR KLFTA or RS250 36" 00E STUD/PLATE/SILL ~ � 85250 36" STUD/PLATE RS250 16 a_ O PLATE/SILL MP6F Z r` F ANCHOR BOLTS STBi6 W V V G POSTANCHOR FOR DECKS PZ SERIES POSTANCHOR FOR COVERED PORCHES CBE SERIES U) '1XB OR 2X4-16"OIC COLLAR TIES MIN. } O O 0 Z O n Z r Q � POST USP CBE P.C.FOOTING-- —q - 2ND.FLOOR WALL STUD Q 2ND.FLOOR WALL STUD 1ST,FLOOR WALL STUD -- ij 1ST.FLOOR WALL STUD- - W U) 2ND.FLOOR PLATE 2ND.FLOOR PLATE W SUBFLOOR --- - SUBFLOOR ----- G POST ANCHOR FOR COVERED PORCHES �--i ~ RI - - - �) RIM BOARD RIMBOARD-- 1ST.FLOOR PLATE E) 1ST.FLOOR PLATE SUBFLOOR -- �'9 U SUBFLOOR USP KLFTA -- i LLI USP RS250 AT 36" --- - USP RS250 AT 36" -- I USP RS250 AT 16" _Z 1ST.FLOOR TOP PLATES . --- 1ST.FLOOR TOP PLATES - RIM BOARD RIM BOARD - X POST C 1 DOUBLE SILL PLATE DOUBLE SILL PLATE -- O USP MP6F - - - --- 1 LL IST FLOOR WALL STUD E! IST FLOOR WALL STUD -Q FOUNDATION WALL - -- .U FOUNDATION WALL - - - I-) aZ USP PAU -- - E.� W P.C.FOOTING =Q p D— FLOOR TO FLOOR D FLOOR TO FLOOR E-__,STUD/PLATE/SILLE- STUD/PLATE - PLATE/SILL- G - _ POST ANC - O -_ --_ ___ - - - - FNE , l ui � LL pgOFE 10Np F w w w o x ti c' v ` 1 I�- I-�J.LL�._I .. L` - L '�i_.1 L 1T� J'7L.,L! ' .1�L.- -t.i..._1i�� 'LL��LI . 11—��I-� [ r-..4'Lc1—L--� T �L, - - ��]�]-�_ Lu �-�� hL,J I -1 J ,1 I j 1 6 OL I � I I . j 3 1 1 1r1., _( � 1 1 l I 'Y I �,_I I .- . r ' IIN$a I I }T r "� it i , I J , -� J— A L I'J [ - �� r - 1 a 1 .a Li� LIr� LII'I1 —I L [ 1_-. I I i I II JII+rI II Ijil 1' k 1 f d _ -I_I'� J. L�. J1 l l_ 1 Ii !LL. I I I l i II -- .. .I_Il Ill 11 l% i— i.i l Illi IIL _ II I-rr - II I -i1 I , y r J' I I II f 1 _,L I` 1J 1 RPL_ f l 1�Ifi .T .1.�� ? � '1 -1 I�' I� L l ' :C L_f '- l LrCl ,J 1 -- TTT II l it II 11. U h { —i� JIi11 I I I11�: e} Il ll T- T h jT ' I -III : � � I III ill I III I . I. i _ I L I__1 1 li 1 7 r r J r II it �1rI I FRONT ELEVATION APP 0 ED AS NOTED SCALE: 14" = I '-0' I T —1 0 DATE: 2 B.PW c3/aa �f � 7F _ _ I I�,. _ it - �I.�1 ' IJI II f TI T t l_ I l l_rT l l IFEE r I a l r y NOTIFY BUILDING DEPARTMENT AT PLUMBER CERTIFICATION - - ' I ' ` z ALL CONSTRUCTION SHALL 7e5-11302 8 AM TO 4 PM FOR THE ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY MEETTHEREQUIREMENTSOFTHE — i j I FOLLOWING INSPECTIONS: - , ! : CODES OFNEWYORKSTATE. L L_I I L11 1. FOUNDATION - TWO REQUIRED SOLDER USED IN WATER L i 1 ! 1 1 FOR POURED CONCRETE ' ' 2. ROUGH - FRAMING 8 PLUMBING SUPPLYSVSTEMCANNOT I 1 a. INSULATION EXCEED 2110.OF 1%LEAD. 1 -, ! � I' W Y 4. FINAL - CONcTRUCi ON MUST �- - L i I ,I II - li j 1 i l J k 1 ` I, IL-i" - ' r' - I-I ' 11 II CERTIFICATION T �l1�§ I - r '. ,.i `T f 1 I i il- f NAILING & CONNEC 1 '" i BE COMPLETE FOR ;.0. I S ALL CONSTRUCTION SHALL MEET THE t 1-- ,. ,.� l 1 - _i � I [ J_ ] r, m _ _ REQUIREMENTS OF THE CODES OF NEW REQUIRED, 1- - - L __r,�� , it- [ r j, - : I 1 _ r I ! J o LL YORK STATE. NOT RESPONSIBLE FOR r� 'I r i IT DESIGN OR CONSTRUCTION ERRORS. UNDERWRITERS CERTIFICATE - I j I'I [All I_L_ I I I- I _ L I I1 ' RIF REQUIRED I o i , I , �� - l�_ -- — 000UPANCY OR '� I ' III I �' !J- ! �goFEss NP LY WITH USE IS UNLAWFUL I �„ 11_- 1 I. -I I' I�_ r, � I�_i� iI w COMP HALL CODES OF I ( - 1-Ll� l I r i_-II !L., ! C_l ! 'LII > 11 � _ NEW YORK STATE & TOWNCODES WITHOUT C TIFICATE I 1 I � ' - AS REQUIRED AND CONDITIONS OF i I I I III I "I � .— I- _III ! ! I-� .I. fI ,T1I " I U i j ILL OF`OGCU 'A D F� I r l ; III -I soeTHoLoTowNZBA I. L I -L:_ >-, I J_I 1, I I , fa y 1L I ; I ' II l'Y '1 r SOL- TOWN PLANNING BOARD -L I U J, d�J �IF SII ! N.Y.S.DEC — Ill J I. I_ . _ 1-. - 1 _.r / SOUTNOJLTUWNTRUSTEES I II j+[ I I I '' � I �I I � 1a I 11 I I I _ I� 11 III 1 L ;1 ' I , � . LI PLUMB �. ALL PLUMBING WASTE &WATER LINES MEED yud TESTING BEFORE COVERING - ��1-?- _ _ 'l�'-I - , ....Ili Iir I . I .1 i:1I � �L � � I' 1 � � � ti„ rF is d"r. r S.''- ><L_I I J -f I_I.I Ll .�1' CAi"i:t-c' 'LT' -I L _1��-.1� [1..''ll-.11,JJ 11I _ I. ll1!I!'_ . 11f_ll. I �. 1_ I I: ,J. ' fl' L , ccjj >I LI 11 1 _ 1 1L 1 -- if li.L_il LH h!P_l l I ' I I_I a 111 _:'1I a l l 1 I ' FLOOD ZONE I h i J _ i _ _ T • I. JI -.COMPLY WITH CHARTER 416, _ - - .i FLOOD DAMAGE PREVitNTIOM:. SOUTHOLD TONIN GODE. - _— o. t r �:i't,•, �, 14 i _ r_ "Fh i P` . Y', L ,q!'sp; o- ry • , ,, ,t ! _ _ k` r i. '3i✓�, - PY , . , Iv..; u ' , v_. - . �rv. � i ,.. n. .:r � s :' r'%�i,. „i..y{! [,ix, �'.° ..v P f'�-..,5 •x, � �-,,. v[ �,: ,i: -'y,�Lq I ''y - �',Y ,.qty L..✓ .'.C'& 1- r.. c, x "'x :r ,.:`„ s . .. ,1:4 :i da 'tg. mv • .. 11 rv. 5 tY^ ..: 'M : ..!r i}+' ,Y ,.I�nv'h 'd ' . � : :,, :.,( m,.. l .,,:. .i-.:' . . �. � � ,. a Yv` - 4 , e : "1 u, ',h . nr 'd' .,.. VEL . .,'�. . .. �.e: , , ., n ., v. ,•. : i. .,I. :.' 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X G° DSL ro>y PLATE ( � f��f� 1. 2 X 14NG7 I�6''OC ?, ., T 2° X 6DCT I RR Guoc 6 dC �� - t, - - I X i0 I I a 2 - I � • I, O,� i�I i Itj - -- INEW 5ECOND FL 11 R- ! @INSULATION I . _ -. _ - .... I --'-- -._. .._..•_� f I i- 2" X G" STUD WALL F- m 3/4" 5UE1 FL Z a GPIG5 1 1 7/5 WI FJ @ LU - _ Ike z X G 5NOE `oo` - 161100 rf rf � ,r 0 >. � o � i R-34 �5U�IO� NEW PBL 2"-4" TOP PLATE ❑ } f i it - ', - w � a a ONE LAYER OF FIRE PROVIDE RS 1 G-G USP '*- i I RATED 3/8j15HEET STRAP M ROCK ON THE WALLS 2-211 X G" STRAPPED TO _ i. I• - L �. . _ I 1 I-- I _i j - AND TWO LAYERS ON THE EXISTING STUD - THE CEILING WALL AND TOP PLATE EXXISTING GARAGE F�CISTING STUD WALL I � I r� i Luz \Z - S ell EXISTING FOUNDATION 4 SOP w - WALE. AND FOOTING O z 5F T ` r - qq 8 C? - - - RIDGE VENT - PROVIDE USP RS IG-R 21 " CONNECTOR 2- 1 3/4" X 1 G" LVL RIDGE I " I to l iF l i IN51-JALTIONm r n I lowli ij> i oll `IXGCTIG" OC .? 12 _ _I -r ' Iii lal 1 i 1 �. II r O,. � r � � I � to lulna�ral 1 � I , IIII II 1 1II1 ' I ' a, J oI l I10j`l - U -ji I 1 I zl ( IU �IL [1 r IWIr�� UI 11-r1 it it PROVIDE U5PRT7 --- _ i�O CONNECTOR P. %EDI m'I I _ IJEFT ' I ' II I I II - N I F � 2ND � I ,III O N 1 � � I II - R- 1 9 INSULATION I I� �I I I � a o i II I -� N��W 2? X' G" $TUD4L Z - it Wv I d I I V i II. o � m 15T FL CEILING II II -- - iL _ -PROVID�C 57 p o EA PI INCy;'FR¢w11NEWSTUD � ¢ Z Q REMOVE EXISTING 2" X 4" STUD ALL REPLACE - -I iWALL TO EXVSTINIG�E4T O i WA -- I L}4 L I � WITH 2 X G" STUD WALL I II II IIIA - @ 6'OC I ¢ V N co I - a I jl II p II ® II III I i e I I I I I III I I I L II III ' . l I I I �II it II J I -_ - EXI TI - w I I ; � i II' , III f ;. R-38 - EXISTING-2" X 10" GIRDER 2 X 6" li t-^I Z — I, EpF HE ^ ?�'-•1i U INSULATION ACE a - - - - "- '- ` �P�g� fgY0 C7 ! EXISTING CRAWL SP Z DE do RE O 0 EXISTING 8" CONIC. BLOCKED - m 3 LL FOUNDATION WAIF Q ��3SIOCb �' w PROVIDE VAPOR BARRIER W! I " - -�� - EXISTING 4" 5TRUCTUAL - T GRAVEL BENEATH AND ABOVE - - COLUMNPLIIII - BARkIER E3 - 6 j r�* EXI5Ti'NG CONIC. PAD FOOTING 5 E,C 1T ( O N E3- 6 cQi{ ✓5.�f�LL 3SF ✓° a M 1 11 I, II I - ii 11 j1 II ! j I jl , ibl PRQVIDE USP 1 1 d I� 1 II 10 JU52G ,S' I iia I Im Io m I� 2" X 10" CONNECTOR RIDGE � I Iq 2" X G" 1 2-2' X 10" GIRDER - 'n f a RR I G"OCTECO BETWEEN 2" X 4.. I I I ' STUDS BRACING I 'I 2-2" X 8" HEADER Q I ' �j PROVIDE 2-2" X 8' HEADER II[ -1I1 _ _ .1 T .i RT7 USP. C'r~,NNECTOR - w 2-2" X 8" HEADER LLlLu pli a 0 1µ,1.¢: ' �m� , LUQ • 112" CDX PLYWOOD O a 2" X 8" RR 16"OC PROVIDE RT7 C 1 6 CONNECTOR �"� � S, ARCHITECTUAL 2" X 0 LEDGER i ASPHALT 5HINGLE5 2" X 6" SHOE S/4' X G" TOP DECKING BLOCK BETWEEN FJ I " )X G" FACIA ' a ='', I _ � I i� �� ' � - I (`2" X 8" CJ 16"OC .T -- I : , .Il � ;, AND WI 2-2" X 4" TOP PLATE 2XKI TRIM A2EK I ---. -- 2- 11 314" X 9 112" BEADBOARD 2-2" X G" HEADER 2" X 10" FJ SISTER TO WI FJ I G"OC J015T LVCI a o 2" X 8" CLR. BOLT BRACKET TO GIRDER W/ 1/2" I w CEDAR GIRDER CARRIAGE BOLTS PROVIDE RT7 STRUCTUAL BRACKETS (CLR (�7 U5P CONNECTOR CEDAR) BOLT BRACKET TO EXISTING HOUSE W/ 112'. CARRIAGE BOLTS O Z EXISTING 2" X 4" STUD WALL Z M W 5M" X G>" DECKING = PR)VIDE U5PPAUJ44 G FJ I 'OC a EXISTING FJ SE;IES CONNECTOR -- 2-2 X 8" GIRDER I BOLTED TO 4"-4" BOLT 2" X 8" —_— POT W/ 112" CARZPIAGE BOLTS LEDGER W/ 112" 4" X 4" POST CARRIAGE BOLTS EXISTING 8" 50NOTUBE— FOUNDATION F WALL Z W Z 255.5" BIG FOOTLL � 5EICT1# ON D — D . � SS)oA� • . _SCALE: . . - . � s 318" = 1 -O" 5C LF; o .� r4 CQNSTI3UCTION'NOTES GE ER& MING NOTES C The iniptmatlnrl don Qtly set of are(nl8ndedlee menta is to ra lata,basic desi94 1.All xalle,2x4 and ax6;to be stud 9mtld tot boner 16"alc. All other framing material aBr hbeten NA141NIG 6C.H EDULE [d ylysrxetaarl;fleoabuliGing pplatleeaMt,coin liance Coit eurrenfNuvrYorkt - They construction aid,not agbsMuta g s baiGlm oodea:;Th tope a2 dou fa ,�...L�ayndham 9 details. _ � ra el:E-is:i wDL"uowO, 3.a ANo Ss tfr'•m� niral pplltMClgr fa fa 1 2.All wood framing{n aantactwfm CtlrlCrete,or masonry to be preasPre treated. 1SS5.S IC NIGH WINO "Ep ITION w,60 FRAME CONe TRUC TION MANUAL, '" - _ i i , edlmd,and weatherproof eo aporia tile fpr pwvdmgspptlarrl ce Wotlon detatis and probedures-lP-enaurc a prgfesednally finished;structirretiy -JOINT DESCRIPTION 1 mpieted product: "' 3.Provide double floor Joists under all wall$parallel W floor Dist span direction unless ' Otherwise speciflede g 101 R60P FI RTa TOP PLATE - 10.s QUALITY NAIL SPACING ! 1 NAIL IIII,^. J ora,scheduling of work,and - - TOE NAILED- . ' PER RAFTER 0" WALL J_Ee PER mberfloorjotstn. /c for all dimensional CEILINGIJOIST TO TOP PLATE" WALL 4-stl RAFTER _ Z I' FI Irderar06onbetween trades. _ flCpall' nary{Conbeolor lO Ogprdblata all sup Conlrect - NAILED x'.0' WALL 3-xd PEA JOIST �A'-- 3.. e. .natal cbnnaCWrIB enldble foranaud [het all Work and construction i. Provide X•brecm or solid blocking at of 6'-0°U LEILINGI_JOIST TO PARA11 LLEL RAFTER FACE NAILED tSEE TA ELLE_J.1 d" EPER JOIST _ - IQ Ile I II The Q eiP Shearing CEU-INO IJOI$T LAPS OVER,PARTITIO Ns 1W I � I mead'of exceeds current federal;state,And local codes,ordinances;and regdlgtlone, 5.Floor Construction '/."tongue and groove plywood subgppc Finished material to he UFAICE E NAILED 5 E E TABLE ] ] E A C N L P COLLAR t TIE TO RAFTER - O' end'ahose,ufd atlhare t toevensidereey arelW of t a sp'ecificaonE for this bu9dfng applied war subfloor.-Glue and screw plywood decking to floorjoists. SLOCKUIWG TO RAFTER -- - IFACE NAILED SEE TABLE 3.4 PER TIE - - - 2 be red as part of tri ! Ce With the plat. RIM BOAARD TO"RAFTER . :TOE NAILED 2-Old _ EACH ENO_ _ - , II I z 4 Rimenelonsaha8 take precadertoYer scale drawings 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. " E N o_N A IL E b- z Bd _ PER FOOT Iq efo. These codes are to be considered _ - (O �$V , _ 2 1dd _ _ EACH EN'D kq 'Q L� s(do not sceledrawings), TOP PLAATE TO TOP PLATE _- FFACE NAILED -ACE NAILED 2-180 S--frq dg0i9q(!f)18Y,not been!{fl��yp��'for CA08WCf10n a11paN1$lon and 8$$umBa no 711 Provide full sold blocking undef allbearingwalls.& QQIRad. ST -to i0 HE AAT INTERSECTIONS DE RRS EC TIONS F^cE NAILED' ", - - , -- , - 2O"i OIC 'E qCH SIDE p -lid cwt "ub11Pn oCGryINPGng with Greve plans,nor responsibility for FACE NAILED - - - - n B B All beams to have adequate bearing TOP OR BOTTOM PLATE ENiD'N"AILEG 1etl iB O/C ALONG EDGES - YhDpptglbBllT far P dY - . . - - - _ - aanafrt ptip lne ria;thelhotls, techniques,sequences,or procedures,or for safety gat each end or &pec fled. 2-ted PER 2X6 STUD grwpflohaaMtifogiameiri,ponnectionwiththe work. There are no"mantles fora a-iso PER 2xs STUD 9.All flush beam and joist intersections to have galvanized hangers. eo Tro Mn PLATE TO FLOOR JOIST, - a4ea PER 2xB srd0 spedflpuseaxjlraltntlarimpliedIntheuseofthesaplans. j 9 BANDJOHST, END JOIST, OR BLOCKING -FACE NAILED - _ 2-1 Bd - _ PER FOOT 6.It®69fSa IlporpdrM,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and mot to be sheathed with'A"exterior grade Plywood or FLOOR 1P R A N IN G - III wind,4WPL, Ap windows to be Andersen high performance quality or approved equal. 7116"OSB plywood,group 1,APA rated. Plywood to span over all plates and JO IS T TGO BILL, TOP PLATE 0 R GIRDER ,10E NAILED 4 .d _ PER JOIST - 1 BRIDGINiG TO JOIST' 2-3d EACH END 11. Provide insulation baffles at eave vents between refers. LEDGEgt STRIP'"TO T ,FOE NAILED E - _ _ - . headers. aLOCNINNG rD JOIS - M 7.Door andvnndown headar.to align unless otherwise noted. at060UNG TO-SILL OR TOP PLATE TOE NAILED -2A d EACH, END 'BEAM FACE NAILED - EACH ".LOCK JO IBTONN LE OPER TO BEAM TOE NAILED '- ]'ted EACH JOIST ntlprefabncdtetlflreplace RAND J66FST ro JOIST - - - - a.ea PER JOINT _ S.Gitudidhly, :Mhoaoaure thgtmecturi 'ENE NAILED - - - ' I 1101 oonativCflpn meels:ar,exaed.all manuFictiJrer'e Specifications and applicable codes. 12.Extedprfleshing to be correctly installed at all connections between roofs,wells, a A ND roti Is T To SILL-OR TDP"PLATE 'TOE NAILED B-9 s e PER R Jo is T u. �Z I Iii chimneys,projections,and penetrations as required by approved construction z-ted PER FOOT 1LLt =I 9.General contractor to Consult and wordinale with the owner and the plans for all practices. Roof pHx EArxlNc - ERI NF 9TRUd TLDRAL PANELS - .Z,I 'bulli in hems such as bookcases,shelving,pantry,closets,etc. d PERIMETER "E O G E ZONE - 19' OIC - 6" AT PANEL DJ 1 01 13. General contractor to provide adequate attic ventilation and mof vents EDGES AND qT INTERMEDIATE SUPPORTS IN THE 7 ' 'irn 10.Provide hardwired smoke detectors,with battery backup, on all floors and in each e d PANEL F IE L D bedmom,verify With local code requirements as per Section R317, New York State 14 Provide appropriate soffit ventilation at Overhangs IRIE RIO R fO N E - 1 B• OIC - e^ A T PANEL E o G E s A N° 1 s° Bd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ „ Residential Construction Code Install carbon monoxide detector$as per code. FORROOOF SHEATHING W ITTA HM NT THE PERIMETER EDGE OF THE ROOF, INCLUDING A•-B" ON EACH SIDE Of THE ROOF PEAK, THE A•-U" GENERAL PLUMBING NOTES PE RIMETTER EDGE LONE ATTACHMENT REOVIREMENT9 SHALL BE USED GENERALFOUN�ATION NOTES 1.Plumbingsubcontractor to be responsible for achenn to all applicable code and CEILING SHEATHING P 9 PP GYPSUMA WALLBOARD 5tl COOLERS 7" EDGE 110" FIELD sataty requirements. W ALL SHHEATHING 1.General contractor to review plans,elevations,and details to determine intended _ _ _ I^ 00 helghts of finished floor(s)above typical grade 2. If wall plates or joists are out during the Installation Of plumbing fixtures or STREC TUU RAL PANELS ad 4'FDGE ZONE - ix" OIC - E" AT PANEL EDGES AND 12" 0 ID AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD equipment provide bracing taBnframing back together. ed INTERIOR ZONE - 15" OIC - A" AT PANEL EDGES AND 12" Z n Zi Allhmtings to.rest On undisturbed SOIL FIBEH90)ARD PANELS i7lte" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Uj n GENERAL HVAC SYSTEM NOTES s d _ 3' EDGE l a" FIELD aT 3.Provide YV expansion joint material between all concrete slabs and abutting GYPSUMM WALLBOARD 35132 Ad _ 3" EDGE IB' FIELD LU ad COOLERS ]' EDGE 110" FIELD r• M concrete or masonry walls Occurring in exterior or unheated interior areas. 1. Mechanical subcontractor I$responsible for adhering to all applicable codes and (,9 ,- ad 4'EDGE ZONE - 16" OIC - 6" AT PANEL EDGES AND 12- safety 98fety requirementa .. AT INTERMEDIATE RM EDIq TE 9_UPPORTS IN THE PANEL FIELD 4.Concrete on 4"sand or gravel fill minimum,with 6x6- 10/10 wins mesh reinforcing. _1 - TAA E337 -- - -' -- p Z Z) 5. Provide crawl space venhtaponefior slabs to be placed on 6 ilpertalbllized ocel code)req lrenatapor bonier3.2. HVAC subcontractor to fully HV AC`b supplier, rltractorwpmvitle finale all system layout datandand sutmhit toh the eneml - t � CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ¢ Z' .�q. WEATHERING _ SEVERE 0 o FROST LINE DEPTH 3'-0" '- 9 9 WTERSPAdfb 18'ITC TERMITE MODERATE TO HEAVY Z 6. Generalcontractor to install co r-tee or copper)sheet metal remits shields contractor,Owner,and p- ( equipment supplier for final review and approval �� , DECAY SLIGHT TO MODERATE ¢ T' between all wood surfaces that are exposed to concrete or masonry surfaces. ROCF AI �Il� WINTER DESIGN TEMP. 11 DO 7. Dempproof extanorof foundation with a bituminous coating as per code and soil NEW ay CODE _T _ _ 1 ICE SHIELD UNDER- _ _ _AS PER MANUFACTURER'S conditions !GENERAL WIND PROTECTION CONNECTION NOTES 111 31 8 11 1 LAYMENT REQUIRED SPECIFICATIONS l STATE CODE Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10.99 4:1 11 FLOOD HAZARDS and 1995 SBC High Wind Edition Wood Frame Construction I 5.12 GENERAL FLOOR PLAN NOTES Fasteners and Connectors fpr Wood Frame Construction 7:1 1.Dimensions shall take precedent over scale drawings(do not scale drawings) 1.A Continuous load path between footings,foundations walls, floors, studs and roof 31 3 SOUTHOLD BUILDING DEPARTMENT CRITERIA framing shall be provided. 1212 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y,S. 2.All interiorwalls to be covered with'4"gypsum board With metal corner reinforcing. USE DWELLING UNIT-SECTION 310-310.2 Tape,Bost,and sand (3 coats). 2.Approved connectors,anchors and other fastening devices not included in the (TABLE 13.4', 2 HEIGHT TOTAL!28'-S' 4-4 n , Standard Building Code,Table 2306.1 shall be installed In accordance with 1195 SOC I HIGH WIND EDITioN w000 - FIRE AREA s W fn 3.Walls common.to garage and house to have a layer of 518",fire rated gypsum board menufacturels recommendations. ( f) 2ND FU850 SQ FT W FRAME ccoNsrnucnDN MANUAL 3TYFE OF CONSTRUCTION WOOD FRAME�CO , (RUCTION r,Q lij etgpiage sins Cott 5'-0"rpfum,ph adjacent wells and Pelting. Manufactured lumber RArYEIi ssp"ACING Ts^-1)iC - reg Y need board.- 3.Metal plates,connectors,screws,bolts,and nails exposed directly to the Weather or ilo mvn FFA STE ST vin LNo5pEEn '- _ j 4 DESIGN CRDERIA PRESCWPTNE D 5iG =1995 HIGH WIND EDITION WFCM Z uirss;2la era 4f "..'fire olein gYp>t+h1 subject to salt corroNon In costs[areas,shall be stainless steel or hot dipped - - " - 5 FRAMING ELEMENTS SEE FLOOR PIANS AND SECTIONS U 4.NI bath andfohpt area wells and callings adjacent to wed areas to have water galvanized. ROOFF ---R-0-0F NUMBER 6 DESIGNLOAq CALCULATIONS SEE PG 8,9,10 rebfetam gypsum tfoand,or wall tile seGM'J Wggdel'b,Palp or equal PITCHd SPAN (fl) OF NAILS 7WINDOW AND DOOR SCHEDULE SEE PG I2 4,Where windows and doors interrupt wood structural panel sheath�ng.....ding, 44:12 12 3 8 LOAD PATH SEE PG 8,9,10 D E S IG N L • C A L C UL T WIN S framing anchors or connectors shall be provided at the top and bottom Of cripple I _ -- -__-_ 16 - p 9 NAILING SCHEDULE SEE PG 11 f....� Q studs, header studs,and at feast one stud at each s;de of opening. _ Z4 _ 5 10 EGRESS - SEE PG 11 O NI BAL C O N"IE S I ll E C FV E LOADS'S bn �0 6. Ridge straps shall be attached to each pair of opposing rgRers except where coBor _ -- _ se - 7 11 PLUMBING RISER DWGRAM SEE PG I2 qF W U. g P 32 - -- s 12 FIRE PROTECTION NSA 40 ties of 1x8 or 2x4 lumber Is located in upper third of attic apses and attach to each'pair _ _ __ _ -_ P DEE /�+I A 71 }T 'OUT ST RAGE 30 of rafters. 55.12 12 - 13 TRUSS DESIGN DRAWINGS NIA 4. int ll�f A TE V STORAGE ', 40 B. Uplift connecters*hall be ptofGded at each rafter bearing. , ' - -1e - - 4 14 ENERGY CALCULATIONS SEE ATTACHED i��yl W 'T R THAN SLEEPING, ROOMS 4 ' 74 every every 4 ' E4 .. S m2 'T. 30 7. Floor to floor hold-0owne lobe provided ova 48 end 1B WBRIR4,pfpxledor _ � 4 � �J z � . A.I.A. '6.$III Plate to Founciddn ..poli main roe 518"abed 3"z 3 A fAI"kasha "2e - s . - A - ._ ._ _ 32 - __ , 7 tp� - ry �2 TA m deed tolhi fpilpdatlpp as .-, "7 Ado�O, 0T2gU A d IAI each plate, Anchor bona$hall have a,M c 1 At DR 'Nfik1 ' S A' ^ minimum of one annhlw baltlaMlY$8 be Provdewhhm 8 to 72 inches A es 1 is a - - ROFESSIONP With. ngrage: $III I sttalibe-a0ph Chia Ott ewit P1' d enChPr bens h, V n nlmum'emasdmentot7 inehea in almoratal - � � 20 - 4 mason foundations Anchorboltg anal be located within 121nches of comers antler -- z4 $ - 2B s _ _ �spacing- not exOeedinp4feat on•c -. . f -, "- '� -s A 1 T .0 EG R S _ _ _ _ _ _._ _ ____ G OUND NOW LO'A" S lbs. . 3$ - .. ? 1QXS 12 _ THESE NOTESARC`GEN RAL GOh15TRUCITON NOTES. THEY ARCAOT: "ts 3 M 0111, h GE -20 ..-' 4 _ 1 SPECIFICAL YWt'tiTYEN'FOR'THfB PLAN,'THEVA TQ BE CONSID,EREDAS - - ,,'24 -- -4 - - _ A R' GEfJig RAL GUIDFF IN bNjt:Y 9HO,�lLD BE DISCf)S$1=A 1ifhYkYQUR' PJ6f''fAJ.D14NT1CTd138P4IRE COh{STRl1CTfON$EGIA(S. - - az .. -e - N -- _7 f`RWCTURAI_VV000PANEI FOR WALL 4PBN1NQ PRpT#4RON OFI MMM"E04ND1MNDGUMGUr -„ .._, .`,,f .- -. .. _ .! 'I ,I ) II IMAxIMBM MEANRODF HEAPR:4R) ,_ _. s--- MULTtPLE.SECTION ASSEMBLY. 1/4" A TW2B4tp' TILT-W'ASH DBL HUNG 5.81 _ 70.45 20 ' FOUR/FIVE 24.T 3p l �„ THICK BOLTS�2'OC S TNV 208119 " TILT-WASH OBL HUNG ' 3.07 6.26 10 FOUR/FIVE " 25.9 -34.7 30 ID j{ 2'•8' X 4'-4" O gg C TW2032 TILT-WASH DBL HUNG 2,47 4.21 10 FOUR/FIVE 26;9 -34.7 30 D TW2882 TILT-WASH"DBL HUNG,EI 5.88 1p 48 20 FOUR/FIVE 24.7 •32.4 30 3'-2' k b'-8" ,O�uj:Z - E TW21.0310 TILT-WASH DBL HUNG 4.48 8.03 10 FOUR/FIVE 25.6 -34.7 30 FOU 3'-4" XRIF, 4'-4' pw, II" lm y= ! O„ FWDHT18,27 LRI HT ANSO , Eft 16.31 2758 2p FQUR/F�E 25.9 - "34.7 65 N' �I� !offal I H .I'iH -2Sip TRAS M 1.2b 1-0 FOUR/FIVE 25,6 -34.7 " g5 DHT2A1p ° TRANSOMS 1p FOUR/FIVE .25.8' . -34.7 85 - IIi - RLL-WINDOWS TO BE ANDERSEN HIGH P.ERFORMANCCE OR "PROVED EQUAL i � EFFICIENT C_IENT S O WITH INDO mP 8 SEC W NO SPEEDSI AS PER - _ �E _ 'MEETS NAVE DP UP6Rj�51t Y STATE EGRESS REQUIREMENTS [TABLE R 301 2 NEW YORK_STATE BUILDING CODE',. T- _FOR HABITABLE_S PACE, --REQUIREMENTS- - "1 17j� IILCULATI , . C N1NG 1NCLUDINGIW4NOO WINDOWS DOORS .SHA LL BE Pftb I' iWAL OP - - (CUSTOM GRILLES SEE ELEVATI j - E S W -„ . ._I „- TECTE_D__ WITH REMOVEABLE 518' WOOD STRUCTURAL PANELS - WITH MAXIMUM OF 8 0 SPAN FASTENERS FOR SPAINS UP TO 8'-0 SHALLBE 2 112 - # 8_WOOD SCREWS AT I6 OIC- FASTENERS IFOR SPANS UP TOB 0 SHALL BE 2-112"' #8 AT 12'I TABLE 301 2-1.2- 7 j it li� O IA LL NARROLINE WINDOW$ MUST USE - - - - - - __ _ 1 IID _. . . 4' t - ._ I�aI� 1!2 HEIG HT SILL STOP (OR JTOOL) AfJD TFFE ADDITION! OFA 112 X 3/4'DP UPGRADE SILL STOP (SILL STOPS TOTAL A 1-11 I - - cN I '© ;HEIGHT AND REQUIRE THE INSTALLATION OF A SPEC6IAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT - - I !n _rweuL w1Mo"w r11L d,Imow ' I1t LCUAI 1E66En ASI" n R IF(s „ .n ntI@N LFG 1 -V -L(xl I"1,AMF ARCLI -- p I QUAL L I(GI 0 BASF I FGS f Ill HIJI I R. I co -""-- FI I X1 I RAMS ARCH - -- LOIJV LEGGED LASE ] I /16 LEG E EL Q 'I FI EX1 IIAME AKII Hl FRON fh 1'-( )/V,' 4"0 ROOF VENT LU SHUTTER ASSEMBLY III O7 FOR PANEL SPANS:0<4'-0"WIDE SPAN TABLE 1609.1A 4 O T o 23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 41.) I O ZOf o USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. 1 114 11/4,1 1 112 Z a A LABEL ACCORDING TO LOCATION. L __ ASSEMBLY: LAV - ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING Wl#8x3"(w/WASHERS)GALVINIZED OR 911 R STAINLESS STEEL WOOD SCREW @ 18"O.C.OR BETTER 2ND FL OR BATH C-- ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING. #10 TEE NUTS ATTACHED TO BLDG.wl#10x 1 )s"(Wl WASHERS)MACHINE BOLT W 12"0 C. 2'J WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED l1114., UTILIZING VIBRATION RESISTANT ANCHORS HAWING A MINIMUM WITHDRAWL CAPACITY OF 49010x. C.O. II-- L I 3, SHUTTER ASSEMBLY N.T.S. - vco FOR PANEL SPANS:4'1 OR WIDER SPAN ____ frw SPECIFICATIONS AND ASSEMBLY IDENTICAL TO O<4'-0"SPAN. W NOTE ADDITIONS: U 11/4 11/4 11/2 5 1114 t6 2x48TRONG.BAGKS®24"OC _ I_J_ Z• -_ 1-._� SINK 1ie ASSEMBLY: _ LL 1). PREASSEMBLE PLYWOOD TO 2x4'S'#10x3"(W!WASHERS)GALVINIZED OR STAINLESS STEEL BHOyJERw W C6I �r----- O.W. F- - -{ 3" OO WOOD SCREW @ 12"O.0 O 2 ATH y FA.L 1y� J AtTiNATIVE FOR OPENING PROTECTION Z - Ll 1 114 2W p"1 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7110"AND MAXIMUM PANEL SPAN OF PA" C.O. ` - C.O. Cr NEbV ,(REALER TO RECUT TOEOOVE L GLAZED 0 5 OPENINGS ING N I H TTA TWO STORY BUILDINGS PANELS SHALL B6:PENMITTED FOR OPENING.PROTECTION _ l SHALL BE ND 6WITH ATTACHMENT HARDWARE PROVIDED 3--- -1 _ // P� Fk{]kC'�ir x TABLE 18011A4) CD ZQ. ON TABLE 1809.1.4 rlt � lt' M1`r -y -- --------- I I6 PRQTE6TION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS, -- --CT4---.-_ u 1 WIn DBGRNE DEER _ _ -- - - u C9 FASTENER SPACING IINCHES1 � � A�J� `� 1 PANEL SPAN <22'-0'e PANEL 4'11 PANEL 16'-0' PANEL 4CI. `'�- TO o P, }' FASTENER TYPE. 0" SPAN s 4'1. SPAN < 6'0" SPAN'r4' . SLOPE" 114" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM - TRAP 2 till" N0 WOOD SCREWS 16 14 12 O PLUMBING SCHEMATIC "' 21/2° - 00'WOOOSCREWS 16 10 16 12. ' LL n LL A,THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF N T.S. N NEMIFF OF SS•,p^.Ok LESS . N 'B•SF7},RT#J!$�j §MA-L'L Ole-IN,STA44EU'A?QPPOSINa ENO'8bfn,.7HE WOOD STRUCTURAL PA91�1 - - - C,.'t17fl6RBBC #ARS'AF'fACHED tQ MA§9NRY OR MASONRY.Y'SiUDatl.THEY SHALL Be ,X"A(Web IITICGINQ'VIBRATION RESISTANT ANCHORS HAVINVQ'A MINIMUM WITHDRAWL �'� Ci . ARAGTtY'6F 420 LS6., r " - I i i ; li1 i i I 1101 RIDGE_---- F 10 I RAFTER G � I U 11� '1 it I) I'I USP RS250 AT 21 ` i� '; p I Z Ilo I�S ; �u t- ! li4 l ; A RAFTER/RIDGE/RAFTER WITH CT - - _ -_ .-- r KING STUDS r 1I - --(D RAFTER - �'I -"-"——__ _. RIDGE---__ ____ — RAFTER STUD USP RTIS OR(2)RT7_-_ - --__ HEADER - -_ _ ggq LATE USP LSMAT21 IES - USP RT20 - -__- L . ._ USPRSM1Dr {I _ USP RT3 -__-_ - _ - (l__-- I I i1 i ,=i1 — 01 Uw WALL STUD - - - -' - --Ci WALL STUD - ---- - --- F) USPRS250AT12" - - LLP. =j iZh Di CONNECTION USP PRODUCT NUMBER N ,,Z 1 : 10 JACK STUDS - Fj A RAFTER/RIOGE/RAFTERWfIHCT• z RS250 2P• RAFTERIRNGE/HAFIERWITHOUTCT RS250 21'+LSSH179 B RAFTEWPLATE/STUD RT20 RAFTER/PLATE RT16 or(2)RT] Al RAFTER/RIDGE/RAFTERmCT B RAFTER/PLATE/STUD B .RAFTER/PLATE PLATE/STUJD PATE/STUD RS250 181- C 6^C HEADER/STUD HEADERMACK C HEADER/STUD - - - - - - '- - - - HEADERIJACK STUD RS250 12" F. D FLOOR TO FLOOR KLFTA0r RS250 36" O E S1LA UD/PTE/SILL O RS250 WD- STUOPLA E 85250 16" Z n PLATEISILL MP6F � W F ANCHOR BOLTSLLJ G POST ANCHOR FOR DECKS CAUSERIE- (� T POST ANCHOR FOR COVERED PORCHES CBE SERIES -- ------ --_,_-__ 1X60R 241.-16"O/C COLARTIES MIN Q Z O _Z r POST USP CBE P C.FOOTING 2ND.FLOOR WALL STUD--- i 2ND.FLOOR WALT,STUD - 19 IST FLOOR WALLSTUD-- --@ 1 1ST.FLOOR WALL STUD 2ND.FLOOR PLATE - - 2N0.FLOOR PLATE --- SUBpl.00R--- --- SUBFLOOR 1ST.FLOOR PLATE- -- ,) G POST ANCHOR FOR COVEREOPORCHEs RIM BOARD--'—_ RIM BOARD --- -- _ 1STFL00RPLATE - - USPALhTA _—__--_ SUSFLOOR-__-_._. SUEFLOOR USP RS250 AT 38' -- F- USPRS250AT307 - USP RS250 AT 16" -- Z 1ST.FLOOR TOP PLATES--- IST FLOOR TOP PLATES--- RIM BOARD -- ULj RIM BOARD _ "�. U _. DOUBLE SILL PLATE - DOUBLE SILL PLATE-- :SP:AU ¢ 01ST FLOOR WALL STUD----- 1STFLOORWALLSTUD- C-� USP MP6FFOUNDATION W/W, FOUNDATION WALL __.. _p) - - __ - r' w 0 LL P.C.FOOTING LU d. \ D FLOOR TO FLOOR „ _-© - )FL - - „-- - - G _' POSTANCHORSFonoEeKs zFLOCR5SESTUD/PLATE_ PLATEISILL r 0 a