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HomeMy WebLinkAbout36909-Z �% fFOt4 a Town of Southold Annex 4/23/2012 �o Gy P.O.Box 1179 y 54375 Main Road o • It Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35555 Date: 4/23/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 435 Lupton Point Rd,Mattituck, SCTM#: 473889 Sec/Block/Lot: 115.41-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/14/2008 pursuant to which Building Permit No. 36909 dated 1/6/2012 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: alteration and addition, including one car garage, to an existing one family dwelling as applied for per ZBA#5431 dated 10/23/03. The certificate is issued to Gerard&Karen Diffley (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 87431 4/8/05 PLUMBERS CERTIFICATION DATED 3/7/12 GENCO Authorized Signature o�gUFFot,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS . UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36909 Date: 1/612012 Permission is hereby granted to: GERARD & KAREN DIFFLEY 435 LUPTON POINT ROAD MATTITUCK, NY 11952 To: ADDITIONS & ALTERATIONSTO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA# 5431.REPACES EXPIRED B.P. # 33902 At premises located at: 435 LUPTON POINT ROAD SCTM # 473889 Sec/Block/Lot# 115.-11-1 Pursuant to application dated 5/14/2008 and approved by the Building Inspector. "To expire on 7/6/2013. Fees: PERMIT RENEWAL $200.00 Total: $200.00 Building Inspector 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. 33902 Z Date MAY 14, 2008 Permission is hereby granted to: GERARD E DIFFLEY 435 LUPTON POINT ROAD MATTITUCK,NY 11952 for ADDITIONS & ALTERATIONSTO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA # 5431.THIS PERMIT REPLACES EXPIRED BP # 29892 at premises located at 435 LUPTON PT RD MATTITUCK County Tax Map No. 473889 Section 115 Block 0011 Lot No. 001 pursuant to application dated MAY 14, 2008 and approved by the Building Inspector to expire on NOVEMBER 14, 20 Fee $ 400 . 00 ut r' ed j g ature ORIGINAL Rev. 5/8/02 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. 29892 Z Date DECEMBER 1, 2003 Permission is hereby granted to: GERARD E DIFFLEY 435 LUPTON POINT ROAD MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5431 at premises located at 435 LUPTON PT RD MATTITUCK County Tax Map No. 473889 Section 115 Block 0011 Lot No. 001 pursuant to application dated NOVEMBER 13 , 2003 and approved by the Building Inspector to expire on JUNE 1, ,i i Fee $ 537 . 60 f ut rize Signatur ORIGINAL Rev. 5/8/02 Form No.60 TOWN OF SOUTHOLD MAR�_7 BUILDING DEPARTMENT TOWN HALL . 765-1802 BLDG. DEPT. _ - TOWN OF SOUTHOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees .1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section l '� Block ( Lot 56division 22 Filed Map. Lot: Permit No. J D� .Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $a/ b 0-ZG4RI _' r pplicant Signature Apr 2012 01:08p Electrical Inspection Ser (631)286-6683 p.1 Electrical Inspection Certificate Electrical Inspection Service, Inc. Issue Date 375 Dunton Avenue Application Number 418/2005 East Patchogue, NY 11772 87431 (631)286-6642 Issued To: Karen &Jerry Diffley Street: 435 Lipton Point Road Village: Mattituck Zip: 11952 Town: Southold ' Section: Block: Lot: Contractor. F. M. Electric (L) Suffolk Lic#: 4099-E License Holder. Fred Malave Was examined and found to be in compliance with the Residential and Building Code of New York. ❑ Commercial Fv-�] Indoor _� 1st Floor 0 Attic/3rd �- Pool ❑Survey [�] Residential 1�e; Outdoor F l 2nd Floor V Basement [ Hot Sub ❑ CSST Bond _'I New Bldg [: Renovation ❑ Addition ❑ Out Bldg. [ No Visual Defects Switches Receptacles Fixtures GFI Fans Smoke Detector CO/Combo CAC 50 65 63 7 3 7 1 2 Furnace Oil Gas Circulators Heaters Range/Amps OvenlAmps Dishwash/Amps X 1130 Microwave/Amps Washer/Amps DryerlAmps Hydro Tub/Amps Meter/Amps Phase 1 20 1 30 1/20 Photovoltaic Systems UG l OH Size: '_- Panels: Inverters: Bldg. Permit: 369029 Other Equipment specialty 2 3W20V a/c disconnect Grace A. Surdi President Rough Inspection: &6/2004 Inspector: John Mc Mahon!ll ✓Final Inspection: 41712005 Inspector: John McMahon III This certificate must not be altered in any manner. C E V E D , From: GencoPlumbing@aol.com SubJeet: Solder Certificate MAR 1 6 2012 Date: March 7,2012 3:26 10 PM EST To: ebordsen®optonlin9.net 1 Attachment,447 KS BLDG.DEPT. TOWN Of SOUTH D„ .Town Hel4 53095 Mein Road P.O..Box 1179 y� �� 'Pax(631)765.9502 Southold,New York 11971.0959 0.( � �� Tslephooa(631)765,1802 BUILDING DEPARTMENT TOWN OF SOUT11OLD CERTIFICATI-ON Date: 7 y I311ildilig Pen-nil:No. 3 G 11 0 9 Owner: 'D F � (Please print) Plumber: N trD a5 2-tr'►'i F (Please print) lead. I certify that the solder used iii the water supply systeill contains less than 2110 of.t% �APNum nature Sworn to before the this day of trG , 20jjE �� YOAI Notary Public,�S-U:GLt County t �� 7ss-1 sos BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ "Hl PLBG. [ ] FO DATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , u V r v DATE /� � INSPECTOR �j 765.,802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G�`'"�'t�Nl DATE �� �� �� INSPECTOR ass-is02 UILDING DE IN S ECTIOWN [ ] FOUNDATION 1ST [ 'ROUGH PLBG(! [ ] F DATIO D [ ] INSULATION [ FRAMING/ I `�/ [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:�LSL!'� CA) An DATEStl INSPECTOR oF so�Tyo o�yco ,� TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 2-1 DATE / J; INSPECTOR pF SOUlyolo TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPINGFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE °� ��Z l� INSPECTOR ' F,LD.INSMCTION M.ORT . DATE CONIlYIQITS _ - . FOUNDATION OSI) .4 C FOUNDATION(M) z 19 el/ 7 Co 'ROUGHUFRnA yM,�I�!7G l' 3llY _ �.+ Yj- -n INSULATION PER N.Y. - STATE ZNI RGY CODE ,41 FINAL �.�a.crG� �'_' •' Jam^- ' ADDITIONAL COMIVIE�TTS 0,3 .:.... .. •• .. •tom �Cyy TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN•HALI� Board of Health SOU THQLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 c/ Survey www. northfork.net/Southold/ PERMIT NO. C�-� b °� Check Septic Form N.Y.S.D.E.C. f 2 � Trustees Examined 20 Contact: Approved Z f ,20__ Mail to: 'D t F FL r`4 Disapproved a/c `t-3 S L....e40,.S at M.AM ILt-U, L Oid 1 Phone: 2-� F `P 3 S 3 Expiration 20 it mg 2Inspector PLICATION FOR BUILDING PERMIT �u knn ay I i'A' r-rav- - Date J 1 7 20 03 "' �'` �' INSTRUCTIONS Tow•i OF `�i !T H01_Q 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 kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. C�_e- . Signature of applicant or name,if a c rporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0 w w/E le Name of owner of premises G t eaiz-u ,r"D K p a*7,.1 ey (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. �-1R- f`I�e- Plumbers License No. , Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 'f 3 5 (-t t P ro..t S 17o i.1'r 1►�(h-T T 11-LLcle— House Number Street Hamlet County Tax Map No. 1000 Section o/o o 0 Block .Lot'f Subdivision Filed Map No: ' ( Lots.' Name) i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:, a. Existing use and occupancy Re s 10"C_c b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1 So , n o o 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 �! ,1, % ��b 8. Dimensions of entire new construction: Front �'`^'� Rear De�3th Height Number of Stories 9. Size of lot: Front Rear 'I 5 5 5 3 Depth ' `E' °' `E' k 10. Date of Purchase-* i4 9 S Name of Former Owner S• G��s N�►w 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO )15 Will excess fill be removed from premises? YES NO 14.Names of Owner of premises D Address Pr Phone No. :�A k `1. 11% Name of Architect Address Phone No Name of Contractor Gb.a,( s Address Lz, wtAirm"&_Phone No. zA& r z-z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 OFSUfVVJ� 6CLALD E . Ff being duly sworn;deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the eA— ` (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 13/� day of 20 Notary Public ��pp Signature of Applicant Notary Po06 StateEoNf New York No.O 1 MC5083606 Qualified in Suffolk County CommISS101: Expires August 18,20 APPEALS BOARD MEMBERS o��S0FF011r Southold Town Hall Gerard P. Goehringer,: c 53095 Main Road Lydia A.Tortora ,? P.O. Box 1179 'George Horning j, • �`F Southold,New York 11971-0959 Ruth D. Oliva , Chairwoman 4 ZBA Fax(631) 765-9064 Vincent Orlando Telephone(631)765-1809 -- http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FI)NDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 23, 2003 Appl No. 5431 —Gerard and Karen Diffley Property Location: 432 Lupton Point Road, Mattituck; 115-11-1. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's16,988 sq. ft. parcel (described land) is a triangular shaped lot with 262.15 ft. frontage along Lupton Point Road and lot depth of 140.48 feet along the easterly side property line. The property is improved with a two-story frame dwelling set back 30+-feet from the front property line. BASIS OF APPLICATION: Building Department's August'l, 2003 Notice of Disapproval, amended September 3, 2003, citing Sections 100-242A and 100-244 in its denial of a building permit to construct a second-story addition to the existing dwelling at less than 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 23, 2003, 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: Applicants wish to construct a second-story addition over the existing dwelling with alterations to the existing garage area, all within the existing 31 ft. front yard setback of the house,as shown on the site and design plans prepared by Hugo V. Giannotti dated April 25, 2003, and survey dated May 12, 2003 prepared by Michael K. Wicks, L.S REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Applicants propose a second- story addition to their existing two-story home. This addition is simply a fill-in of the area above the garage which is the only area that is not.two-story on the existing home. Applicants informed the Board that the expansion is only a part of the entire renovation Page 2—October 23,2003 Appl. No. 5431 —G.and K. Diffley 115-11-1 at Mattituck of the home which is in the foot print of the existing two story structure, maintaining the same 31 ft. front yard setback. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Applicants' home has existing front yard setback variables of 31 feet and 30 feet. The code requirement is 35 feet, and the applicants' plight is a reduction of four feet from the code requirement. Applicants have no other alternative but to request a variance because the dwelling is existing and the addition is over the existing footprint that has existed for many years. 3. The difficulty was self-created when the home was placed in its existing location many years ago with a nonconforming setback from the front property line. 4. There is no evidence that the grant of the relief requested will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. Lupton Point is an area of substandard size lots with fairly large homes. For the record it seems prudent of the applicants not to expand the footprint of the existing home and to utilize was exists in this plan for proposed renovations and alterations. 5. Grant of the area variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-story over the existing footprint of the applicant's dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Vice Chairman Orlando, and duly carried, to GRANT the variance as applied for, as shown on the plans prepared by Hugo V. Giannotti dated April 25, 2003, and survey dated May 12, 2003 prepared by Michael K. Wicks, L.S 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 Orlando (Vic Chairman), oehringer, and Horning. Absent were Ruth Oliva (Chairwoman) and embe To ue 1p illness). This Resolution was duly adopted (3-0). Vincen Orlando, V46e Chairman 11 /.3/03 Approved for Filing r 0 Town Hall,53095 Main Road to Z Fax(631)765-9502 P.O.Box 1179 �?, Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2nd ,2006 Gerard E. Diffley 435 Lupton Point Rd. Mattituck ,NY 11952 RE: 435 Lupton Pt. Road.. S.C.T.M. # 115 0011 001 Dear Mr. Diffley, Please be advised that your Building Permit#29892 issued Dec. lst, 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$537.60 At that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. K. Miller Clerk Typist SO!/r�ol . o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD October 10th, 2007 Gerard& Karen Diffley 435 Lupton Point Road Mattituck,N.Y. 11952 RE: 435 Lupton Point Rd. (Addition/Alteration) 2ND NOTICE SCTM# 115 11 1 Dear Mr. &Mrs. Diffley, Please be advised that your Building Permit#29892 issued December 1 st 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 537.60; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. oF so�ryol 0 Town Hall,53095 Main Road Fax(631)765-9502 CA P.O.Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 a BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE April 30th, 2008 Gerald & Karen Diff ley 435 Lupton Point Road Mattituck, N.Y. 11952 RE: 435 Lupton Pt, Rd. (Addition/Alterations) SCTM # 115.-11-1 Dear Mr. & Mrs. Diff ley, Please be advised that your Building Permit# 29892 issued December lst 2003 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $400.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectful ly, SOUTHOLD TOWN BUILDING DEPT. VF04 Southold Town Building Department c�G� 54375 Main Road Permit#: 33902 y Southold,New York 11971 Permit Date: 5/14/2008 o (631)765-1802 4,1 f, Expiration Date: 11/14/2009 Parcel ID: 115.41-1 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 1/3/2012 Applicant: GERARD & KAREN DIFFLEY Location: 435 LUPTON POINT ROAD Work Description: ADDITION/ALTERATION ADDITIONS & ALTERATION5TO AN EXI5TING SINGLE FAMILY DWELLING A5 APPLIED FOR PER ZBA # 5431. A FEE OF $200.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: GERARD & KAREN DIFFLEY Address: 435 LUPTON POINT ROAD MATTITUCK, NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. - ❑150 .0��2?316.6286 ' --- THANK YOU, SOUTHOLD TOWN BUILDING DEPT. pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 aQ �y14UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 1, 2012 Gerard Diffley 435 Lupton Point Rd Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Orl"'Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) Ut/_., A fee of$50.00 Final Health Department Approval. v�Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36909 —Add itions/Alterations o��OF SOI/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �Q �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 19, 2012 Gerard Diffley 435 Lupton Point Rd Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupanc Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance.(Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36909 —Addition/Alterations TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET LIa VILLAGE DISTRICT SHB- LOT E. �e 1 c 1 � �•�.. r .- /�, /� L fit✓ � 0 1/G ski' /�� FORMER OWNERN�^^ �f�f E ACREAGE �.Ff / ��, Fr..'.• Jc. ^--,_ 1316 - W TYPE.OF BUILDING RES.., SEAS. VL. f FARM comm. IND. I CB. I MISC. f. _ LAND IMP. TOTAL DATE REMARKS f I h x f AGE BUILDING CONDITION / //6/77 NEW NORMAL BELOW ABOVE "/7 C , � ^;: DP/ gN . s v 7 ' vSHAw Farm Acre Value Per Acre Value -7 4o 1119-3—LuG3&p " 41 Tillable 1 Tillable 2 ,2��- ' Tillable 3 Woodland Swampland Brushland House Plot Tota I i 7 z Its 3 �M f57lRii I M. Bldg. I D v SaO Foundation G Both Extension 6— _ 8 Basement J Floors S v 3 ,z Extension o-)9 Ext. Walls Interior Finish Extension W)q 4 L Fire Place Heat - X 1 Z- Porch Attic Porch Rooms ]st Flog Breezeway, Patio Rooms 2nd Floor Garage �( Driveway O. B. ._ - - � � - Tc7Tn✓ .#r SSe, ,�e� u � do S.H 6'/ ,a19�e. / .e _,f-o o /,r�.g -y. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: _U_/LSiO3 APPLICANT: DATE SUBMITTED: j/a/03 SCTM#DISTRICT: 1,000, SECTION: ram, BLOCK: , LOT: I _SUBDIVISION: ADDRESS:y-gS LUp-(-bfJ e D CITY: M iLtjz ZONING DISTRICT: CONFORMING? IVO BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y R N BP -Z/C/0 Z- , INFO /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.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: o ono ACT. LOT SIZE: REQ. LOT COV.<=>>® ACT. LOT COV. REQ. FRONT 3S PROP. FRONT % REQ SIDE ACT. SIDE -/� REQ. REAR PROP. REAR �IGHT PROP. HEIGHT PROJECT DESCRIPTION: kbb,7/Pt33 ESTIMATED PROJECT COST: ARCHITECT GINS WATERFRONT? DESCRIPTION: PANEL - FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES 1V , BED #): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y 00�) NEW YORK STATE DEC: PRE-DEC 9/1/75 YES 0 DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE_ / /_ PERMIT#: TOWN ZONING BOARD APPROVA � E pc+ a3 DTE: I /_ PERMIT#: �3 TOWN PLAN. BOARD APPROVAL: YES DTE / / PFRMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PA �YES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE L ) q SF - `6;o SF = 6a 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ _$ +$ +$ =$ FINAL TOTAL: $ 5-3 q G l 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: r MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: 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? Y/N (RETURN TO PAGE ONE) MECcheck Compliance Report Checked B%.Datc New Fork State Energy Conservation Construction Code IVIECcheck Sof fare Version 3.3 Release lc Data filename: D:1—UPDATE_LI 021120`AIECchecktdiffley031103.cck TITLE:Diffley, Suffolk Count}•,NYW COUNTY: Suffolk STATE:New York HDD: i 7i0 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 1 li 10/03 DATE OF PLANS: 11/3/03 COMPANY IN-FORUNTION: Giaiuiotti C010PLIANCE:Passes Maximum.UA=92 Your Home= 84 8.7%Better Than Code Gross GIazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 628 30.0 0.0 22 Wall 1: Wood Frame., 16"o.c. 576 19.0 0.0 28 Window 1: Woo r1~rame,Double Pane tyith Lo�v-E 10i 0.320 34 COMPLIANC''STATEMENT: The proposed building represented in this document is consistent«•ith the building plans, specifications. and other calculations submitted isith this permit application. The proposed systems have been designed to meet the New York State Enern,Consenation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of lusher knoNvIedge,belief. and professional_judgment, such plans or specifications are in compliance«ith this Code. Builder/Designer Date TABLE R301.2(1) CLIMATIC AND GEOGRAMC DESIgKD DATA GROUND SNOW LOAD 45 P.S.F. WIND SPED 120 M.P.H. SEISMIC DESIGN CATEGORY C WEATHERING SEVERE FROST LINE DEPTH 3 FEET TERMITE INFESTATION MODERATE TO HEAVY WINTER DESIGN TEMPERATURE 11 DEGREES F ICE.SHIELD UNDERLAYMENT REQUIRED FLOOD ZONE PER F E.M.A/N.F.I.P. RKMEML PESIQN LOADS FLOOR LOADS (LIVING AREAS) . 40 P.S.F.LIVE, 10 P.S.F.DEAD DEFLECnON:Lr360 FLOOR LOADS.(SLEEPING AREAS) 30 P.S.F.LIVE, 10 P.S.F.DEAD DEFLECTION:L860 ATTIC 20 P.S.F.LIVE, 10 P.S.F.DEAD DEFLECTION:VISO ROOF 45 P.S.F.GROUND, 16 P,S.F,DEAD DEFLECTION:L/240 i Aft Aft APPROVED AS NOTED - COMPLY WI ALL CODES OF r)ATE: Ial 13 B.P.# q 692 W YORK STATE &TOWN COD O` BY: i iL _ AS REQUIRED AND CONDITIONS ky Y BUILDING DEPARTMENT AT 40OLD f0Y"aZBA --1802 8 AM TO 4 PM FOR THE �•••- ' OWING INSPECTIONS: SOUTNOLDTO t'.'�PIA���4lt'�3SO�fD 77 UNDATION - TWO REQUIRED SQOLDTO'�.'NDS • ® R POURED CONCRETE UGH - FRAMING & PLUMBING UNDERWRITERS CERTIFICATE _' 'CATION REQUIRED at °,�. - CONSTRUCTION MUST SE .:OMPLETE FOR C.O. d, 1111WMENW9 I e on s ALL CONS1 RUCTION SHALL MEET THE DO NOT PROCEED WITH FuIREMENTS OF THE CODESOF NEW FRAMING 9YORK STATE.ATE. NOT RESPONSIBLE FOR OF FOUNDATION LOCATION DESIGN OR CONSTRUCTION ERRORS. HAS BEEN APPROVED. + t ALL CONSTRUCTION SHALL PI"UMBER CERTIFICATION (FEET THE REQUIREMENTS OF THE ON•L�AD CONTENT BEFORE CODES OF NEW YORK STATE. CE,,T l iGATE OF OCCUPANCY - _ SIB, p17R USED IN WATER �"rTrM CANNOT CERTIFICATION OF 1- ----. 1% LEAD. NAILING & CONNECTION REQUIRED. PLUMBING ALL PLUMBING WASTE - & WATER LINES NEED -- TESTING BEFORE COVERING _ FLUOR ZONE IV//A --_ _ - COMPI Y WITH CHAPTEI"d OCCUPANCY OR - -OU I hJLD TOWN CODE. USE I'S UNLAWFUL '�{VITH+OUT CERTIFICATE I OF OCCUPANCY �0� 11T Ilm-ull "g LA_] ,� lit 7t :J HU60 cilux-a-lott-1 m � & e I Associates 308 Station _r -oad eliportorlic 11713 I SITE PLAN : (2� .911 . _ . — . — . — . _ . — . — . — �N78'47' 10"E — — — — — — — — — To M 280.20' o� I ?iyp gpp��pGbR I y�pRy S I sF R c.� 7 tom'= co \/L/661 t`�CT()� L o I / 111-/7rI1p �L � Ro �/ q0 �' KC cc,�� �G �P- t�U- �C�IIL`Tx)C�9 NOTE: I INFORMATION CONTAINED IN THE aS510 PLOT PLAN HAS BEEN TRANSFORMED I �► { FROM SURVEY PREPARED BY Z,c RODERICK VAN TUYL, P.C. • . G C� TW. STRUCTURAL MEMBER ALLOWABLE NAILING SCHEDULE MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS DEFLECTION F 1 (REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE) RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH NO FINISHED CEILING ATTACHED L/180 4-�_,� Connection Location Fastening USE LIVE LOAD DEAD LOAD TO RAFTERS "SIMPSON" HDQS "SIMPSON" PHD6 2-16d COMMON NAILS 1 Joist t0 SIII Of girder toenail 3 - 8d PLYWOOD SHEATHING 8d @ 6" ox. FOR FULL EXTERIOR BALCONIES 60 psf 10 psf INTERIOR WALLS AND PARTITIONS H/180 I I I COMMON NAILS 0 6" o.c_ LENGTH OF STUD 2 Bridging to joist toenail each end 2 - 8d I I EDGE & FIELD 3 1" x 6" subfloor or less to each joist face nail 2 - Sd DECKS 40 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 I I I 4 Wider than 1" x 6" subfloor to each joist face Waif 3 - 8d PASSENGER VEHICLE GARAGES 50 psf as per plan ALL OTHER STRUCTURAL MEMBERS L/240 I Li I I I BLOCKING ® 5 2" subfloor to joist or girder blind and face nail 2 - 16d ATTICS WITHOUT STORAGE (ROOF BELLOW 3 PITCH) 10 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 I ENDWALL 4 Sole plate to joist or blockin typical face nail 16d at 16" o.c. FINISH o I 6 ATTICS WITH STOTAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf A' Sole plate to joist or blockingat brace wall panel braced wall panels 3 - 16d at 16" ' EXTERIOR WALLS - WIND LOADS WITH L/240 I II I ; II I „ 7 Top plate to stud end nail 2 - 16d ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf BRITTLE FINISHES II I I HOLD DOWN ,`0, I 8 Stud to sole plate toenail 4 - 8d 30 psf 10 psf EXTERIOR WALLS - WIND LOADS WITH L/120 - FLEXIBLE FINISHES Stud to sole plate end naiil 2 - 16d SLEEPING ROOMS 9 Double studs face nail 16d at 24" o.c. STAIRS 40 psf 10 psf NOTE: L=SPAN LENGTH, H=SPAN HEIGHT *; °� ZOO IbS 10 psf a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE o� �A ® INTERIOR ZONE: �T_TT 11 10 Double top plates typical face nail 16d at 16" O.C. GUARDRAILS AND HANDRAILS p COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 'SIMPSON" HDQS Double top plates lop splice 8 - 16d , 12 psf for DETAINING DEFLECTION LIMITS HEREIN. 'SIMPSON" PHD6 ROOF LOADING (LIVE = GROUND SNOW LOAD ® PERIMETER ZOINE 11 Blocking between joist or rafters to top plate toenail 3 - 8d attic 12 Rim Joist to top plate toenail 8d at 6 ADJUSTMENTS AS PER TABLE R301.53 OF THE 45 psf 15 psf for o.c. ; RESIDENTIAL CODE OF NEW YORK STFAE) cath GABLE WALL 13 Top plate laps at intersections face nail 2 - 16d (EDGE ZONE) NOTE: 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S), WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO 14 Continuous header, two pieces 16" O.C. along edge 16d TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON 15 Ceiling Dist to plate toenail 3 - 8d _ NAILS 0 6"o.c. EDGE & FIELD NAILING & STRAPPING @ EXTERIOR WINDOW/ FASTENING SCHEDULE B 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE 16 Continuous headers to studs toenail 4 - 8d UNLESS OTHERWISE NOTED. � DOOR HEADER ROUGH OPENING FRAMING 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & 17 Ceiling joist, laps over partitions (See code table 2308.10.4.1) face nail 3 - 16d min. I DETAIL HOLDOWN & CONN . 18 Ceiling joist to parallel rafters (See code table 2308.10.4.1) face nail 3 - 16d min. -1 REQUIREMENTS FOR WINDOW OPENING SPLICING OF THE PLATE 19 Rafter to plate (See Code Table 2308.10.1) toenail 3 - 8d (IN ACCORDANCE WITH WOOD FRAME 20 1" diagonal brace to each stud and plate face nail 2 - 8d C0 NS_TRLLC_L10N MAN,IIAI 9001 FDITI()N) TOP PLATE SPLICE LENGTH 21 1" x R" sheathing to each bearing wall face nail 2 - 8d " NOTATION 1 22 Wider tho^ 1" x 8" sheathing to each bearing wall face nail 3 - 8d A ROUGH A B C D E F OPNS TOP' PLATE SPLICE REQUIERMENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR 23 Built-up corner studs 24"o.c. 16d 1 2'-p" I 2 (1) 2"X4" RIND - EXPOSURES B&C- ONE STORY WIND - EXPOSURES B&C- ONE ALL 1 1 1 1 EE SLAB ON GRADE OTHER CASES face nail at top an bottom » ID E3IYI_.DING DIMENSION MINIMUM SPLICE BUILDING DIMENSION MINIMUM SPLICE 20d a, 32 o.c. 4'-O" _ 4 (1) 2"X4" 2 2 2 2 (FT.) LENGTH (FT.) (FT.) LENGTH (FT.) staggered at opposite sides B E 6'-p" 6 (21 22 z6"or 3 3 3 3JLJL— 12'-0" 3'-0" 12'-0" 2'-0" 24 JBuiii-up girder and beams IC 8'-0" 8 (2 2 x4' or 3 3 3 3 16'-0" 4'-0" 16'-0" 3'-0" 1 2"xs" face nail at ends and at '_ _ 1 p "X6" 4 4 4 4 20'-0" 5'-0" 20'-0" 4'-0" 2 - 20d 10'-0" (2) 2 _ each splice IF 12'-0" 12 2 2"x6" 5 4 5 4 24'-0" s'-o" 24'-0" 4'-0" --� 28'-0" 7'-0" 28'-0" 5'-D" 25 2" planks of each bearing 16d 26 Collar tie to rafter face nolil 3 - 1. TABULATED SPLICE LENGTHS ASSUME TOP 32'-0" 8'-0" 32'-0" 6'-0" A- NUMBER OF 8d NAILS 0 EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) PLATE-TO-TOP-PLATE CONNECTIONS USING 2-16d NAILS PER Jack rafter to hip toenail 3 - 10d FOOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING SHALL " 27 B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.236, P.193) BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF 36-0 9 -0' 36 -0 7-0 Jack rafter to hip face nail 2 - 16d C- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (TABLE 3.23C, P.193) NAILS 40'-0" 11'-0" 40'-0$' 8'-0" Roof rafter to 2-b ride beam toenail 2 - 16d D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 50'-0" 13'-0" 50,-0" 10'-0" 28 ® EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) EXPOSURE B Roof rafter to 2-b ridge beam face nail 2 - 16d E- NUMBER OF JACK STUDS 0 EA. END OF HEADERS (TABLE 3.22F, P.191) ASSUME DBL. HDR. 2. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 16'-0" 60'-0" 12'-0" 29 Joist to band joist face noiil 3 - 16d F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) HEIGHTS FOR OTHER HEIGHTS, H THE TABULATED UNIT LATERAL 70'-0" 19'-0" 70'-0" 14'-0" 30 Ledger strip face nail 3 - 16d ® EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.8, P. 157) & (TABLE 6A PAGE 316) LOADS SHALL BE MULTIPLIED BY H/8 80'-0" 22'-0" 80'-0" 16'-0" 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 1/2" and less 6d N Wood structural panel and particle board. Subfloor, roof and wall sheathing (to framing) 19/32" to 3/4" 8d or 6d 31 7/8" tIo 1" 8d 1 1/8" to 1 1/4" 10d or 8d N, 3/4" and less 6d iM Single Floor (combination sub floor-underloyment to framing) 7 8" tIo 1" Bd -° 1 1 8" to 1 1 4" 10d or 8d 32 Panel siding (to framing) 1/2" oir less 6d 5/8" 8d ----" 33 Fiberbo_a_rd sheathing 1/2" No. 11 roofing nail TYPICAL ROOF 25 32" 6d or No. 11 roofing nc"� CONSTRUCTION 34 Interior paneling 11/4" 4d 3/8" 16d 2x BLOCKING Slope of roof 4 12 5 12 7 12 9 12 12 12 Rafter spacing o.c. 16" 24" 16" 24" 16" 2.4" 16" 24" 16" 24" - - ------ RISER DIAGRAM Width up to 20' 6 9 5 7 4 5 3 4 3 3 Width up to 28' 8 12 7 10 5 -7 4 6 31 4 Width up to 36' 1 11 16 1 9 13 1 6 !9 1 5 7 4 6 3" VENT VINYL SOFFIT ROOF JiL THRU ROOF TYPICAL WALL VENTED CONSTRUCTION 1 I z r- - + - � 2 - - -I_ _ _ � _ _ - _ LEC=ND & SYMBOLS: I I I 2" 2~ -T 2.. — _ — 2"1 1 1 I 1 1 1 1 2" == NEW WALL CONSTUCTION NEW DUPLEX ELEC. OUTLET I I I I I I I 1 + NEW QUAD ELEC. OUTLET I LAv I WC I We I LAv LAV I 1 0-0 EXIST. WALL CONSTUCTION TUB � 1 a TUB 1 NEW GROUND FAULT CIRCUIT 2ND FLOOR I SHR 5���� BATT INSULATION 6Fl INTERRUPTER OUTLET TYPICAL S 0 FFI T DETAIL 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2~ 1 1/2" 1 1/2 I -- - [7M NEW DECK MOUNTED OUTLET 1 SCALE: 3" I 3 POURED CONCRETE S SWITCH • : �? WOOD POST or BUILT-UP Sd SWITCH NVITH DIMMER _ — 2x WOOD STUD POST Sf FAN CONTROL SWITCH 2» — " 3 DRAWING SECTION SYMBOL: S 3 WAY SWITCH a I 1 2 2 A SECTION REFERENCE NUMBER `su TYP. fR00F CONSTRUCTION 1 1 1 WD A-06 DRAWING REFERENCE NUMBER S 4 4 WAY SWITCH0 CEILING 2X4 OUTRIGGER WC a LAv SINK 1 1/2° cM DUPLEX EEC. ODUTLET • - 2x6 ALUMINUM CLAD FASCIA DRAWING ELEVATION SYMBOL: BOARD W/ 1x2 ALUMINUM CLAD 2 DETAIL REFERENCE NUMBER OSp INTERCONNECTED R "► !'' SHINGLE MOULDING 1 ST FLOOR A-04 DRAWING REFERENCE NUMBER t VINYL SOFFIT EXISTING 1 1/2" 1 1/2" Pend. ORN CHANDLER DANT E LIGHT yo , 2a4``itia 3" 1 1/2 DOOR SYMBOL: �Y RECESSED LIGHT FIXTURE Ted S —i—ALUMINUM CLAD FRIEZE BD. za68 DOOR SIZE = 2'-4" x 6'-8" FAi VINYL SIDING TO EXIST. SANITARY OR WOOD SYSTEM H UGC GIAN NOTTI AN C7 P.SSOC I P.T1=S 12" TYP, 305 Station Road Bellport, New York 1 1713 JV rFOJECT: DIFFLEY RE5IDENCE 2 Is; SOFFIT DETAIL Q GABLE END SCALE. 1 - 1 0 TIT": SCHEDULES � DETAILS DRAWN BY: FILLS: DATE: SCALE: DWG.NO. RY 1ST FLOOR 25APRO3 I M'1= I'-0" A—0 I GENERAL CCDND1T1CDNE5 GENERAL NOTE5 : ABBREVIATION5 : 1, ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CON- " A.F.F. above finished floor M.C. medicine cabinet DUCTED IN ACCORDANCE WITH APPLIICABLE FEDERAL, STATE AND 1. CONTRACTORS SHALL CHECK SITE, EXISTING GRADS AND SURVEY, AND UTILITIES AND 8. INTERIOR BEARING WALLS TO BE BLOCKED ® 4 -0 O.C.. A.D. area drain MBR. master bedroom LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE SITE. ALUM. aluminum MECH. mechanical FOLLOWING: ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH 9. ALL SHEATHING TO BE EXTERIOR GRADE CDX. THE WORK BSMT. basement MFR, manufacturer . NEW YORK STATE BUILDING AND FIRE PREVENTION CODE, 10. ALL PLYWOOD SUBFLOORING SHALL BE B-C GRADE, GOOD SIDE UP. B.M. bench mark MIN. minimum NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, 2. ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM TO ALL BETW. between ML microlom NEW YORK STATE HEATING AND PLUMBING CODES. RULES, REGULATIONS AND ORDINANCES OF ALL FEDERAL, STATE, AND LOCAL 11. PROiVIDE WOOD BASE MOULDING OF #1 PINE. BLDG. building M.O. masonry opening WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.). BR bedroom MTL. metal APPLY. 12. PROVIDE WINDOW TRIM MOULDING OF #1 PINE. EXTERIOR SIDING BRG. bearing N.I.C. not in contract 3. CONTRACTORS SHALL INCLUDE ALL LABOR MATERIALS AND EQUIPMENT FOR ALL WORK SHALL BE W/ INSULATED BACKING TO BE CHOSEN BY OWNER. CANT. cantilever N.T.S. not to scale 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SHOWN OR SPECIFIED INCLUDING TEMPORARY FACILITIES EXCEPT NOTED. C.B. catch basin O.C. on center WORK WITH ALL TRADES SO THAT N(0 CONFLICT OR DEFICIENCY 13. PROVIDE ADEQUATE TERMITE PROTECTION. USE PERIMETER SILL SEAL, CJ. ceiling joist O.D. outside diameter RESULTS IN WORK. 4. CONTRACTORS SHALL KEEP THE PREMISES FREE FROM ACCUMULATION AND RUBBISH, IMPLEMENTS AND SURPLUS MATERIALS AND SHALL LEAVE THE BUILDING BROOM-CLEAN. C.C.A. OR WOLMANIZED SILLS, TERMITE SHIELDS AND GROUND POISONING. rt OPP. opposite CLR. clear 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION PC. poured concrete OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION 5. DO NOT SCALE DRAWINGS USE FIGURED DIMENSIONS, 14. ALL LUMBER MUST BE GRADE STAMPED AND CODE MARKED. CLG. ceiling PLT. plate ACTIVITIES. COL. column PLYWD. plywood 6. IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION OF CONC. concrete PTD. painted 4. THE CONTRACTOR OR OWNER SHALL OBTAIN, PRESENT EVIDENCE OF, AND A RESIDENCE INCLUDING EVERY ITEM AS SHOWER REASONABLY IMPLIED OR REQUIRED /� CMU concrete masonry unit P.S.F. pounds per square foot PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMP- TO COMPLETE ALL WORK. CONCRETE * M A50 N R 1p�/ NOTE5 : CONT. continuous P.S.I. pounds per square inch LETE THIS CONTRACT. HE/SHE SHALL OBTAIN THE BUILDING PERMIT AND CONT JT, control joint om CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK 7. THE DRAWINGS AND NOTES ARE INTENDED TO BE COMPLETE, SHOULD ANYTHING BE J P.S.L. parallel SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS D. ceramic file P.S.L. parallel stranded lumber OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE 1. ALL (CONCRETE (FC) SHALL BE 2500 P.S.I. (6i, 28 DAYS, WITH A MAXIMUM OF 7 GALLONS D. dryer p AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING OF WATIER PER SACK OF CEMENT. ALL INTERIOR SLABS TO HAVE STEEL TROWELED FINISH. PVC. polyvinyl chloride WORK, HEREIN DESCRIBED. IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY P Y�' YI JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR DIA. diameter PT. point THE ARCHITECT. DO NOT BACK FILL AGAINST FOUNDATION WALLS IN EXCAVATED AREAS UNTIL FIRST FLOOR IN THIS CONTRACT, AND BEFORE FINIAL PAYMENT SHALL BE MADE, THE DIM. dimension REF. refrigerator CONTRACTOR SHALL FURNISH THE OIWNER WITH ANY NECESSARY 8. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS AND ,.,FRAMIN IS COMPLETE. DJ. joist oist REQ'D. required CERTIFICATES OF APPROVAL ISSUED BY THESE VARIOUS AGENCIES. BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TREATED, OR 2. SILL ANCHORS IN ALL FOUNDATION WALLS TO BE 5/8" 0, 18" LONG, WITH METAL WASHERS DN down R.D. roof drain 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND COMBINED WITH OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF UNDER NUTS, LOCATED 12" MAX. FROM EACH CORNER OF THE SILL AND 8'-0" MAX. O.C., D.O. door opening RM. room SUBJECT TO REVISION AS PER ACTUTAL FIELD CONDITIONS, THE DIS- INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. 2 ANCHIORS MIN. PER SILL PIECE. D.R, dining room R.O. rough opening CRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE DWG. drawing R.R. roof rafter ARCHITECT. 9. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES OF 3. FOOTINGS SHALL BEAR ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF EA. each S or SOFT. square foot THE NATIONAL ELECTRIC CODE, THE LONG ISLAND POWER AUTHORITY LOCAL 2 %*TWO;) TONS PER SQUARE FOOT, UNDISTURBED VIRGIN SOIL STEP FOOTINGS, WHERE EL. elevation F.SHT. sheet 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS, ELEVATiiJN CHANGES, 1 VERTICAL TO 2 HORIZONTAL EXTERIOR FOOTINGS TO BE 3'-0" MIN. ELEC. electric SIM. similar WITH ALL APPLICABLE SAFETY STANIDARDS. BELOW IFINISHED GRADE UNLESS OTHERWISE NOTED. EQ. equal THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE 10, AT LEAST ONE SINGLE-STATION SMOKE-DETECTING ALARM DEVICE INSTALLED IN EXISTG. existing SPEC. specifications EFFECTS OF WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. CONFORMITY WITH SECTION 721.1 SHALL BE PROVIDED ADJACENT TO SLEEPING SPACES 4. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING �XP. SW. square JT, expansion joint ON EACH FLOOR LEVEL AN SHALL BE LOCATED ON OR NEAR THE CEILING. TO ASTM S.S. OR ST. STL. stainless steel M A615-60. REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82. EXT. exterior STL. steel 7. THE CONTRACTOR SHALL ASSUME AILL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES WHERE NECESSARY. F.B.O. furnished b others 11. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS 5. FOUI��DATIONS WILL BE 8", 10", 12", OR 16" POURED CONCRETE AS NOTED WITH 4" y T/B to be REQUIRED BY THE NYS CODE, CAST IRON PIPE SHALL CONFORM WITH THE LOCAL FIN. FLR, finished floor 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE CONCRETE FLOOR SLAB ON 4" POROUS FILL. CELLAR FLOOR TO HAVE SMOOTH STEEL FIN. CLG. finished ceiling T&G tongue and groove CODE REQUIREMENTS. WITH APPROVED JOINTS PIPE SUPPORTS AND CLEANOUTS. TROWEL. FINISH. CRAWL SPACES TO HAVE WOOD FLOAT FINISH. FOUNDATION WALLS TO BE T.O. to of REPAIRED AND/OR REPLACED TO THE SATISFACTION OF THE OWNER FJ. floor joist p AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S DAMP PROOFED FROM BOTTOM OF FOOTING TO WITHIN 1 OF GRADE WITH TROWEL COAT T.O.F. top of footing EXPENSE. 12. ALL GUTTERS TO BE SEAMLESS ALUMINUM WITH BAKED ENAMEL FINISH. BITUMINIOUS MASTIC. FTG. footing T.O.S. top of steel 13. ALL CLOSETS TO RECEIVE WOOD SHELVES AND HANG RODS TYPICAL UNLESS GA. gauge TEL. telephone 9. THE CONTRACTOR SHALL CONDUCT ,ALL WORK IN SUCH A MANNER SO AS 6. SLAB3 ON GRADE TO BE 4 CONCRETE WITH 6X6-10/10 WWF MILL POLY VAPOR BARRIER GLULAM glue laminated beam TEMP. tempered TO NOT IMPAIR THE STRUCTURAL INITEGRITY OR STABILITY OF ADJA- OTHERWISE NOTED. AND 2" RIGID PERIMETER INSULATION. REMOVE TOPSOIL AND OTHER MATERIALS BEFORE GYP. BD. gypsum board THK. thickp CENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR 14. THE ARCHITECT HAS NOT BEEN RETAINED FOR DESIGN OF ELECTRICAL, HEATING, POURING SLAB. SLABS ON GRADE TO BE POURED ON 4" OF COMPACTED POROUS FILL. HDR. header TP. truss point AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY VENTILATING OR PLUMBING SYSTEMS. 7. ALL NEW BRICK WORK TO BE LAID UP IN CEMENT-LINE MORTAR, 1: 3 MIX, AS PER TYPE HGR. hanger T.O.S. top of steel AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS ,. HORIZ. horizontal T.V. television TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 15. ALL WALLS AND CEILING SHALL BE FINISHED WITH 1/2 GYPSUM WALLBOARD S OR IV. OF ASTM SPECIFICATION #C270-1964. BRICK (COMMON) SHALL BE USED FOR EXCEPT AS INDICTED OTHERWISE ON DRAWINGS. USE WATERPROOF TYPE IN AREAS FIREPLACE AS SHOWN ON PLANS (COLOR SELECTED BY OWNER). HT. or HGT. height TYP. typical 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROP- OF MOISTURE. ALL CORNERS TO BE TAPED AND SPACKLED WITH "BEAD-X" STEEL CORNER. I.D. inside diameter V.B. vapor barrier ERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. 8. FOR BRICK VENEER ON EXTERIOR STUD WALLS, PROVIDE BRICK TIES ® 16" O.C. INSUL. insulation VCT. vinyl composition tile 16. PROVIDE ALL 26 GAUGE ALUMINUM FLASHING FOR ALL WINDOWS AT THE HEADS VERTICALLY AND HORIZONTALLY, 30 LB FELT BASED FLASHING, AND WEEP HOLES 24" O.C. INT. interior VERT. vertical 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUF- PROVIDE 15 LB FELT FLASHING FOR WINDOW SILL JAMBS. ROOFING SHALL BE INV, invert VIF. verify in field FICE AS THE CONTRACTOR'S ACCEP-TANCE OF THE TERMS SPECIFIED ASPHALT 3 TAB STRIP SHINGLES 235 LBS PER SQUARE COLOR SELECTED BY OWNER 9. PROWIDE TERRA COTTA FLUE LININGS AND CONCRETE CHIMNEY CAP. JST. joist VLTD. vaulted HEREIN, AND SHALL BE INCORPORAIFED INTO ANY AND ALL AGREE- STRIP SHINGLES SHALL BE PLACED OVER 15 LB. FELT. JT. joint W. washing machine MENTS BETWEEN OWNER AND CONTRACTOR. _ LAM. laminated WD. wood 12. THE CONTRACTOR SHALL DETERMINE: AND/OR VERIFY THE ACTUAL 17, PROVIDE ALUMINUM GUTTERS AND LEADERS WITH ALL ACCESSORIES SUCH AS PLUMBING � HEATING NOTE5 L.C. lead coated WDW. window LOCATION OF ANY AND ALL UTILITIES, ALL SUPPLY, WASTE AND STRAINERS. LGWT. light weight W.I.C. walk-in closet HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF 18. PROVIDE EAVE VENT MAD OUT OF COPPER INSECT SCREENING. 1. PLUMIBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER L.R. living room W.W.M. welded wire mesh WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE PIPING SHALL CONFORM TO ALL LOCAL, COUNTY & TOWN REQUI- L.V.L. laminated veneer lumber W/ with CONTRACTOR. 19. REGARDLESS OF WINDOWS INDICATED IN DRAWINGS, PROVIDE AT LEAST ONE WINDOW REMENTTS AND THE REQUIREMENTS OF THE STATE OF NEW YORK. MAX. maximum W.O. window opening 13. THE CONTRACTOR SHALL, AT ALL TIIMES, PROVIDE CONVENIENT IN EACH SPACE EXCEPT KITCHEN AND BATHROOM FOR EMERGENCY EXITS, MINIMUM ACCESS AND SAFE AND PROPER FACILITIES FOR THE INSPECTION OF OPERABLE ARE 4 SQUARE FEET WITH A MAXIMUM CLEAR OPENING OF 18" AND WINDOW 2. THE IUSE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY ALL PARTS OF THE WORK, SILL AT MAXIMUM OF 3'-6" ABOVE THE FLOOR AT ABOVE GRADE TOTAL LOCATION AND PROHIBIITED UNDER LAW. 4'-6" IN BASEMENT AND CELLARS ABOVE GRADE. MINIMUM AREA WINDOWS SKYLIGHTS 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFEC- SHALL BE 8% OF EXTERIOR WALL AREA. ALL EHYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL B TIVE SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS BE INSIULATED. INSPECTIONS. 20. PROVIDE ALL ROUGH FINISH GRADING. STORE AND LATER REDISTRIBUTE THE TOP SOIL (AT OWNER'S DIRECTION). 4. HEATfING SYSTEM SHALL BE EITHER OIL OR GAS FIRED HYDRONIC 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, BASEBOARD ENERGY CONSERVING TYPE SUITABLE FOR COMFORT DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS HEATIN(G IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER CARPENTRY NOTE5 : NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE (CARTED TO APPROVED LAND FILL 1. ALL WOOD FRAMING, INCLUDING JOISTS, RAFTERS, BEAMS, POSTS 5. PLUMIBING FIXTURES SHALL BE SELECTED BY THE OWNER. SITE BY LICENSED CARTERS. 16, ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY STUDS, ETC.., ARE TO BE HEM FIR #2, Fb = 1200 P.S.I. OR BETTER, 6. THE IPLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND ANDERSEN CORP. OF BAYPORT, MN, OR EQUAL. ALL WINDOW TYPES 2. DOUBLE STUDS AT ALL OPENINGS IN EXTERIOR WALLS AND BEARING PAY ALL FEES REQUIRED FOR HIS WORK. AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. PARTITIONS, ALL LUMBER MUST BE CODE MARKED. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR "E TYPE GLAZING. ELECTRICAL NOTE5 FURNISH FIBERGLASS INSECT SCREEINS WITH ALL NEW WINDOWS. 3. DOUBLE ALL JOISTS, HEADERS, AND TRIMMERS AROUND OPENINGS 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE AND UNDER ALL PARTITIONS. USE TECO OR APPROVED EQUAL HANGERS 1. ALL IELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE OR CONNECTORS. PROVIDE METAL OR WOOD CROSS-BRIDGING MAX. NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ,� LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AGREE WITH SAME. 8 -0 O.C. AND CONTINUOUS FROM WALL TO WALL , WHERE POSSIBLE. AND PAY FEES REQUIRED FOR HIS WORK, THE CONTRACTOR SHALL HAVE 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS 4. ALL HEADERS TO BE (2) 2"X8" UNLESS OTHERWISE NOTED. THE INSTALLATION INSPECTED AND APPROVED BY AN INSPECTION AGENCY WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, OF TfIE: FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE a THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE OF FINAL APPROVAL BY THE INSPECTION AGENCY UPON COMPLETION. 4��✓�ss+oti SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. Cdgti� T P WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY 2. SVIWE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ARISING THEREFROM. COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES OF PLYWOOD ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM AND BE SO IDENTIFIED BY AN APPROVED AGENCY. AND ELECTRICAL CODES. .. HOUSE AND BLEND INTO EXISTING. 6. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB LEVEL AND 3. ALL IELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTIED BY THE OWNER. 20. DRIVEWAY PAVING AND BASE IF REQUIRED IN THIS PROJECT SHALL BE TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A AS PER LOCAL MUNICIPALITY PAVIN(G REGULATIONS. RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING 21. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE THROUGHOUT. UNLESS OTHERWISE NOTED ON THE PLAN, ALL FRAMING k SCALED DIMENSIONS. MEMBERS TO BE 16" O.C.. 7. FIRE STOP ALL CONCEALED SPACES AS REQUIRED BY STATE CODE (V GO GIANNOTTI SECTION 717.4. AN O ASSC:)C I ATI~S 308 Station Road Bellport, New York 1 1713 PROJECT: DI FFLEY RE5IDENCE I TRLE: GENERAL NOTE5 DRAWN DY: FILE: DATP: 5CALE: DWG.NO. /� R.Y. 15T FLOOR 25APRO3 A5 NOTED A--0 2 A"E� Celledf C011110hance Report Cliechied 13.%,;I)jjIc 311 New Fork State Energy Conservation ('oliql-ticlion Code 41-20 1 31-01 1 TI 5-0' N-TECcheckSoffivare Version 3.3 Re]' ease lc Data filename:D:%-UPDATE LI Q I I 2()',l"fECC]Ieck-,(IiffleA-031103.ccl: TITLE: Difflej,. SlIffoll, C0tIlltN T — — — -I - IDH3660 IDH3660 I: I O I-)u 00 COUNTY: SufTolk STATE:New York W.I.C. i JIDD: 5 50 1 II CONSTRUCTION TYPE: Detached I or 2 Family Zoe M ITER HEATING TYPE: Non-Electric :-1- 0 I I PITH0� BEDROOM #I DATE-' I U1010.3 C) C; 2'-2Z ZI 181-0. — = m 11 1 DATE OF PLANS: 11/3/03 MASTER1 BED ROOM I I Cosa 11 L L_ — — -_ COIVIPANTY IINTORNIATION: T__ L Gialulotti L L? W.I.C. I ro 1 GI-91 G'J COMPLIANCE:Passes 71-11 1­0 UA�92 F--- D 1E E_ Your Home=84 DN I I 8,7%Better Than Code Gross Glazing Area or C�IN-ity Colit. or Door Ln C\j — — — — — — — Z\.j ue U-Factor IyA -- — — — — — — — — — — — Ceiling 1:Flat Ceiling or Scissor Tniss 628 30.0 0.0 W1111 1: \�Vood Frame. 16",0 C. _22 19.0 0.0 28 Window 1: Wood Fume.Double P,11)e with Low-E 76 10i 0.32o 34 15-9 "A COMPLIANCESTATENIENrT: The proposed building represented in flifs document is consistent ivitli III CtANPI F1 building plans, specifications. ind other Calculations submilted wit], this permiplicitio The propos.- have been designed to meet the Nejj�York State Friergy Conservation Coll sil-11C.1 ion C.d. n' Registered Design P requirements Professional has and signed this Imp. they are atte -A. knowledge,belief.c1lild 111I I attesting to the best of N !]I judgment. slicil plill oi-spe OPEN TO BEDROOM #213 cification, are in compliance Mill this C k. ':A 2 BEDROOM # 3 BELOW I I I I Builder/Designer Date-/ No. 2 0 tiE F I HE TA13LE P,301.2(11) IDH3660-2 IDH3G60-2 IT-9' 5' 2 10` 77 7_777-7-7-73 GROUND SNOW LOAD WIND SPEED ' 45 P.SF. IDI­13660 IDN3 60L_j 7-1' G147 5_0` SEISMIC DESIGN CATEGORY 120 M.P.1L WEATHERING SEWERE 2- 5_01 T-0` 3-1 4'-0- FROST LINE DEPTH 4'- 3 FEET TERMITE Dff-STATION MODERATE To HEAVY 2 1'-2' WINTER DESIGN TEMPERATURE 11 DEGREES F ICE SHIELD UNDERLAYMENT REQUIRED FLOOD ZONE 2ND FLOOR ADDITION EXISTING 2ND rLOOR PER.F E.M.A./N.F.I.P. • 0WQEAj&L_pESIGNJLOAj? FLOOR LOADS (LIVING AREAS) 40 P.S.F.LIVE, 10 P.S.F.DEAD, DEFLECTION:W60 SECOND FL00 R PLAN FLOOR LOADS.(SLEEPING AREAS) 30 P.S.F.LIVE, 10 P.S.F.DEAD DEFLECTION:L/360 ATTIC 20 P.S.F.LIVE 10 P.S.F.DEAD DEFLECTION:U180 ROOF 45 P.S.F.GROUND, 16 RST,DEAD DEFLECTION:W40 2'-G' 2'-0- 7-11- dN ,t � �N O III —1N I I I I u� 13'1 20'-1 P BATH KITCHEN ;? L I I DINING ROOM -:Ij ELJ EI L LAUNDRY ..... ..... Ll u ;l 0 L 4- — —14 -1 )D ED FI - - - - - - - - - - - - - - - - - - - - TI TI PANTRY 0? G-9- 4-0" 1 G'I LIVING ROOM GARAGE UP fOYM51TTING RM 7 cli O b EX15TING CSSI 0 x CON5RTUCTION 4f IDH3G60 I L IIDH3GGO NEW CONSTRUCTION EXISTING TO BE IDH3G60 IDH3000 REMOVED 7 2'�1 -fa =2'-13. 2'.1 3'-0" TI 4 31 2' 4' 4 HUGOG. IANNOTTI p.NED 1^1—1 1-5 C)C__I ff 1-15 308 Station Road Dellport, New York 1 1713 f I P\5T FLOOR PLAN PROJECT: SCALE: 114" = 1'-0" DIff LEY RESIDENCE TITLE: FLOOR PLANS DRAWN BY: FILE: DATE: 5CAtr: DWG.NO. R.Y. 15T FLOOK 25APP,03 AS NOTED ASPHALT ROOF 5HINGLE5 TYP. 12 10 CEDAR SHAKE Tfl C 5HINGLE5 LJJ L SECOND FLOOR jj� 09 llu FIRST FLOOR FIBERGLA55 COLUM ENCL05URE 50UTH ELEVATION I SCALE: 114" = P-0" _ A5PHALT ROOF SHINGLES TYP. 12 10 � CEDAR 5HAKE� 5HINGLE5 r �sS51 SECOND FLOOR r4; '� 0 FIRST FLOOR -- --- -- - . . - -- LLLLLLLH UGO GIAN NOTTI AND P.SSOCIATE� 308 Station Road Bellport, New York 1 1713 PROJECT: DIFFLEY RESIDENCE WEST ELEVATION 2 . 10 T'T"� SOUTH t WEST ELEV. SCALE. I/4 DRAWN BY: FILE: DATE: 5CALE: DWG.NO. /� R.Y. 15T FLOOR 25APR03 A5 NOTED A-0-4 s® ASPHALT ROOF SHINGLES TYP. k!, TIT 1CDAR SHAKE SHINGLES, r SECOND FLOOf: a I Lu lljl� i T UT FIRST FLOOR - NORTH ELEVATION i 12 7.51 SECOND FLOOR * iON — _..�. Z �J I R a z , lb CEDAR SHAKE ` SHINGLES FIRST FLOOR_ _ HUGO GIANNOTTI 308 Station Road Bellport, New York 1 1713 PROJECT: EAST ELEVATION DIFFLEY RESIDENCE 2 SCALE: 1/4" = 1'-0'7 TITLE: NORTH � EAST ELEVATION DRAWN BY: FILE: DATE: SCALE: DWG.NO. �� R.Y. 15T FLOOR 18MAY02 AS NOTED 0 ASPHALT SHINGLES OVER 15# FELT 2X 10 ROOF RAFTERS @ I G" O.C. 1/2" CDX PLYWOOD R-30 INSULATION scor,r, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — X I 0 CEILING JOIST 2S @ 16" O.C. I ,...:...:.�....,,...�..�;.�::��.�..y...,.�....,.:......W..:,....�.._..,�_..��..4..,�.:....�...�_�a.w�: �..�.w.�...u..�.�.� _.�_�..�... h.� .,�,�.;�:a..,,_— —�-�-�— — — —_.�_ —�,..�,.;�..— — ..� .�.�o— --— — - — — — — — — — — — — — — — — — — I/2" GYP BD - - - - - - - � — - - - - - - - - - —1 EXISTING FOUNDATION EXISTING FOUNDATION i I I WALL TO REMAIN I I WALL TO REMAIN VENTED SOFFIT I I I I 1 0o I 1 � I I o � i i w � � I i _j I 1 I I I o ^ I I I X � I 1 I I I I N I I I I R- 1 9 BATT INSULATION I I I I I I I I i E (3) 2X 10 GIRDER 4- } e_._ — — _ _ _ - - _ _ - - - - - L I � _ J L _ J L _ J L _ J I I I I I I I NOTE: 1 I I ALL EX15T. 15T FLOOR 5AW CUT EXIST. SLAB I I I V FRAMING TO REMAIN I Zu,�ST. o1/2" CDX PLYWOOD FOR NEW GARAGE DOOR I SLAB ON GRADE i i N O OPENING, 1 2XG BASE PLATE I I i i uw U 1/2" PLYWOOD SUB FLOOR LU z sczo�r 3 I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 17 pill III - - - - - - - - - - - - - - - - - - • 2X 10 FLOOR J015T5 (2) 2X4 TOP PLATE I INFILL EXIST. I/2" GYP BD. @ 1 6 O.C. 1 I FOUNDATION WALL X L - - - - - - - - - - - -- - - - -4- - - .J R — e — J U - I I BATT INSULw- ION FOUNDATIOIN PLAN I 5CALLE: 114" CEDAR 5HINGLE5 OVER 1 5# FELT 2X4 FRAMING @ 16" O.C. I/2" GYP. BD. GRADE - RM 8" FOUNDATICI`•1 WALL ��Ess,q CA A DAMP PROOFING 8X I G CONC. FOOTING q S1 HUGO GIANNOTTI AND ASSOCIP.TI=S I WALL SECTION 308 Station Road CBellport, New York 1 1 713 PPPAWNBY: DIFFLEY RESIDENCE WALL SECTION/FOUNDATION PLAT FILE: DATE: SCALE: DWG.NU.. . 15T FLOOR 18MAY02 A5 NOTED A-- / . Table 3.1 Nailing Schedule LTP4/A34/A35 Framing Angles & Plates F Joint Description Number of Nails Nail Spacing -i.. '-""'.' '-+"•tea.. •••aL - -y-.,hi ++.,... ut�'�"'.'4��+,»•,,"-wi.wwi.�'' 'a,,,1.-.i..t" .:,,;.-"��i ,.��....."'y�-ra,. •,� ,.ac.+r- .,�*,.i�..a' "'-r•...:rv:� (+�,Aw ••.a.-..,t;iµW.,s..."+,:�. r'.'.�^a.!vr-„'-"""r•'eb e'•'•r t^..'-+•Y++.. �'w..e„'-,';`o--.'."�`.M1.,,y�n.:--�,,.�h:..'�+b,: .. ^�.L3`�41'LYi Yf.J,," �;";w'''.u„w:;x °�«.:^.+w.• "�'�4 The LTP4 Lateral Tie Plate-transfers shear forces for top plate-to-rim joist Rafter to Top Plate (Toe-nailed) (see Table 3.3A) per rafter or blocking connections. Nail holes are spaced to prevent wood splitting enter--friendly version of this pie Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.3A) per joist for single and double top plate applications. May be installed over Ceiling Joist top overallel Rafter (s (Face nailed) (see Table 3.7) each lap wood sheathing. The A35 anchor's-exclusive-bending slot allows- Collar Tie to aft over Partitions (Face-nailed) (see Table 3.7) each lap ply g g Collar Tie to Rafter (Face-nailed) (see Table 3.4) per tie instant; try° Blocking to Rafter(Toe-nailed) 2-8d each end accurate field bends for all two-and three-way ties. Balanced, completely Rim Board to Rafter(End-nailed) 2-16d each end reversible design permits the A35 to secure a great variety of " ,,,` a,,..,'.v� `.:e ��"�`':,�"'n''�a.•�rw`".'";"'•"'""•�+�r,.t','.'`n••- al^,�i' 'd•�r+..d`�` """-"•'••'�i:...,, '�i-o.+f•'e`�,`,"'Y=•r.,*.r""-""�'�^^va'.s"'':,:;_,_ connections. '??'r ;:, Top Plate to Top Plate (Face nailed) 2-1 6d' per foot ;. Top Plates at Intersections (Face-nailed) 4-1 6d joints-each side MATERIAL: LTP4-20 gauge; all others-18 gauge i yn =';; ;,v 2 1.,2- Studto Stud (Face-nailed) 2-1 6d 24"o_c. Header to Header(Face-nailed) 16d 16"o.c.along edges FINISH: Galvanized. Some products available in stainless steel or Z- Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud 3-16d per 2x6 stud MAX;see Corrosion Information. 4-1 6d per 2x8 stud INSTALLATION, A34 Bottom Plate to Floorjoist,Banjoist,Endjoist orBlocking (Face-nailed) 2-1 6d',' per foot } - ;•s�"y�.,, y{[ :.� -, + -►.r _ «p. u>sif(. "�'::-'r a'�':',�'t,_�1_y,,,,•�,�-»;,•« ,.:»�� wt..s:4,t^�!F� - r.M.y„•,.4.N,'d'1i'.,_l-,. �.�.•.rbhflr..a."-`1."`wY:.,.._•_wL:••'•'Y'j"�"N,..;., x!•aY �y• fl.+ •1M.w _r"„•f�::._. �a.'ya,,.��M.t .R"*, • Use all specified fasteners. See General Notes. ,r>;�j'�_ Joistto Sin, Top Plate or Girder (Toe-nailed) 4-8d per joist • A34-Use 8-8dxl-1/2" nails. 11r 1 � r -3 Bridging to Joist (Toe-nailed) 2-8d each end • A35-Use 12-8dxl-1/2"nails. 1:;; f j Blocking to Joist(Toe-nailed) 2-8d each end • A35-Use 9-8dxl-1/2" nails for connection es Al, E, C1. Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block types e� `sr,+:.; Ledger Strip to Beam(Faces-nailed) 3-I 6d each joist • LTP4-Use 12-8dx1-1/2"nails. r- Zvi %`'`'=''`' Joist on Lodger toBeam(Toe-nailed) 3-8d perjoist Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-1 6d' per foot CODES; See CodeListin Key Chart. 9--- {` .:•�,r.:.- ,,3'fi.� `;r�,�s;�Yf'r.�: s`�f" „''_y�g4s' Wit,' k'•«.yy,y�*�: s .. ��'c!.'+� •Afx�'. _ •% ':Ts'1.^' +' �,f �r; 'N'.3 ,,�LF.f; ,! 4 1 'r ''� .. q.^,+.. •„"Y"'�'-.,'"+_Y,,.�4� ,^<•SJ',M` ';F,C`- ��1t" fi�„a`'u.,,a•�•�,"y'�.. � ��, ., -TL,.�avy+!§'���.��-` f& Structural Panels 8d (see Table 3.8) �4- :Jx^'u''-;<"'�"'' Diagonal Board Sheathing �..,,..;.. 2-8d 1"r6"or 1"x8" per support 1"x10"or wider 3-8d per support y',�:. •.,, :•'I�':rF.✓:, _ ' 1, w�•. ' '+"•"!•s`k..'-"' r' ",-•:,..• n. a..,, '+iav?' �i•,��,,yy��i::.. _ - -'�`�f�l,.`' ' '. ;,Yy�F.v. „F'M' ='r "' i w4 -Y, :«. .: 'v• "iaT k `%�+ - � ,a.n,.• Msa .:'�.`�'„"�ar�z'.'Z3z;,,.. .., ,d:, !e,�.,.. -�,. Sw.o•.n_-..:- a .''a.+•.,,:,. ;t 1 Gypsum Wallboard i 5d coolers 7"edge/1 field ,''/y,//,��'',;:j :•1"•gr;i:r It 1i4-' � •.„.- - ..a7•rs�4 1 '..,,c��tw.."�'���^�c�+';•.4''�__-�'•..{{��y, ...,,+,-N,,;`y'.. "f`"'^"p`(„�``' j _ `�:'' L '.9: "'z��:;'l! '� ,,�kH°?:- �•k 'i ! rr'� �7+,:. _'L,+aw -`^,_t..�T�^',..-_'-'bw'4.�� •�,.!•.yu�.�� _?:":'4oa-�..'!4..a.. hr"'�'. �y,,,, y -w' ', ;:,'��'_ , �" � Structural P� • y # a iF 8d (see Table3.9).. Fiberboard Panels '< �, 7/16" 6d 3"edge/6"field The BP$'aS uses SDSLa x 1!z screws to provide lateral resistance when sill holens are ovetdrilled " 'fi F" A35 I -. 25/32" i 8d 3"edge/6"field r b.. i % and 1300 lbs. 1339%, for D(L. ?'ti` 1' r ,;', (screws are provided).The slmar capacity is 9751 s ( 00 } ( ) � , a>'% -; ;, 1�= ±' ' r ,?;K ;t 1 'r'" GYPsum Wallboard Sd coolers 7"edge/10"field Bearing Plates give greater bearing surface than standard cut washers,and hellp distribute ''="yr' ..: •• a BP die load at tliese critical connections.BP BearingPlates are designed to meet City cof Los Angeles (L8P similar) ,,.,;.;`:; Hardboard 8d i (see Table 3.9) 4 Y 9 LTP4 Particleboard Panels 8d sceTable3.9) requirements for sill late anchors and holdown stud anchors. 't t ."` `'' `"`e'"s je'" MATERIAL:See table i""' ''��" �', 'o- ,.;r�;,,.,..,. , :`ry,tf_::,�t�...'�. Diagonal Board Sheathing I FINISH:LBP— alvanized/Z-MAX;BP—HDG ' w .I 1"x6"or 1"x8" 2-8d per support ' INSTALLATION:See General Notes. , Typical Bps LBPS �' CODES;S "n: )t r for r:.;cln L ;nnq Key Ch%rtt. �r Installed with �; 1. '�llowreb+':!,'cds are for one 1"x 10"or wider 3-8d per support a Halled tt4xx Bp ancttlor.When anchors are - 1 ' and SSTB ^/yT , ;K eactht side of the joist,the W Structural Panr� T -',ti- 1 �...� �? n. "- `"' Model}' nt)ck-. Ditherisions Bolt _t'erle '•„ Anchor Bolt ��� _ ° Typical truhllmum jr+.ist►hidcnss is 3", 1"orless 8d 6"edge/12"field No. ness W' L.:: Dia. . Ref. '. 'x-. BP greater than 1" 10d 6"edge/6"field n, :.jrt^.$"r'I�,.M'visa',T;�:• 7- J LRr { 2 2 s n': q ', t`'"1"" MINIM Installed 2. bads loads are 1ted of floor o II_ 's;��$' lJM Diagonal g LOP . I 2 2 !' 1RU J ,; W f with a y 1"x6"or 1"x8" 8d per support •.';hG� '� � EMBEDMQ•rT ,� � oritersa unless b other gonal Board Sheathing 2 s rt LBPS' 3 3' ( M1. ''t" Mudsill - 1"x10"orwider P PP 3. SomTe illustrations shoyv 3-8d per support LBPS5, /;. 3 3' " Anchor a conmectionsthat could cause — : E°'• Bolt & erosss gralrrtension or Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.Jf wall sheathing is nailed 3"on-center at the panel edge BP �. 2 2 y._97 �,'�' to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates, BP "Z 2 2 170 The BP%SKT is used when sill i shall be used to maintain the load path. BPY,SKT 90 3 a 4 2 t 7t! k• bolt holes are overdritled f ' When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per BPS 2, 2, foot. BPI. rr,,.. 3 3.' %" I BPI o` 1.SP`ieSKT sold asakit. CS/CMST Coiled Straps LTSIMTS/HTS Twist Straps CMSTG provides nail slots for easy installation and coined Printer-friendly version of this page Twist straps provide a tension connection between two Printer-friendly version of this page edges wood members. They resist uplift at the heel of a truss for safe handling. economically. The 3" bend section eliminates interference at the transition points between wood members. CS are continuous utility straps which can be cut to length on DS PISS P/SP/SPH/RSP4 Stud Plate Ties the job site. Packaged in lightweight(about 40 pounds) cartons. Gauge stamped MATERIAL: LTS-18 gauge; MTS-16 gauge; HTS-14 on partiforeasY gauge. i' . ._-.__..-..-,,.__ FINISH: Galvanized. Some products available in Z-MAX >;•.: ,,T-:� itJ" _ 1dQntifBcatforr Dlatenslonts Tastene.rs y t-...iil[IJtwablett111Ut.L aL1s,; / Ip contact factory. F •,t Nlodel _.__ _- _. I.- F rS1' ,_ I FINISH: Galvanized. Some products available in stainless r: 01 _ _ __ NO { 1N I t F Sttxi' l 171^rta [lit , t"O., _ steel and Z-MAX;see Corrosion Information. r _ vyn+.live,s 7S. �, ('133' {1E30f t-311t,,c INSTALLATION: -�_ - j SP1 _'X `;�fr< : F-, ! - t .. 85G' 565 = = ' -- } . Use all specified fasteners. See -- -- -- --=_----C�d 4 1 a f 1 SE5 ii---- ---- ---- - t' 39, INSTALLATION SP2 3Y 6f 6-10d I 6-1Od-- 3300 i 800 1065 s I ^' '-« I • N General Notes. _ j��_- `- _ Use all specified fasteners. See General Notes. ��t ' i;U1 =' L SP3 4ya 6i' 6-lod 3-10d 3467 , 893 106 I_,;: t C. 15J . Wood shrinkage after strap installation across horizontal I SP4 3 7ri a f-1C'dx1,r _ =Q17 73w 885 +t -3 ' ' i.4Cf. 7T 1 wood members may cause strap to buckle outward. ` �� ;e ' CODES: See Code Listing Key_Chart. _ f :: - I_SP5 4' 5Xe. 6-10d -'I 4-10d 1 fro qs 5 A'us- -1r:�i � • Refer to the applicable code for minimum nail penetration -- 't - ----- -�-r- -- - and minimum wood edge and end distances. r �C'6 5r• '"' +6-10t1x1'f-t- - 2917 17..S 885J , t - i 7.:10 177 • The table shows- - s o the maximum allowable loads and the SPA 7`,, 8r� - 6-10dxl r 2a17 1 7 5 085 ; t�.?t) (U i' err %,r: e }, ..__..,_..... .,_,- ;j-•; nails required to obtain them. Fewer nails may be used; 10-10dx1 r 3 93 , ' . °124L�: 1>_0, I i:i..•�' / --. tr " reduce the allowable load b the code lateral load for t SPI•l�i �a Sfa.t---- - --- Y 4 t ?_•lrJ .x706041'136.9 £i each nail subtracted from each end. . •„ `" " 10-10dx1 Y, 3993 _'!,24 1240 TOGS- 06,t r � • CMST only-Use every other triangle hole if the woodV!S -_ --1- 12-10IJO -=— 4_470 tom_�::1 0 3,'r7s : 't° .r0:l tends to split. R_ _ Use round and triangle holes for SPHti 7� B 10-1t)dxi l�„ - - 3993 112 (7 .-1;240. f: %i. F_8 :� lid"--- .- comparable MST loads, providing wood does not tend to � LTS 4.: , pi}I hY 4470 1_� i_3ftt3_ i" w: ---- slit. `; G 12(other _4 _ �3 _ 4 +i•£�tx1,1, �4 S;fx� iO3� 315 315 L - - • For lap slice information, request Technical Bulletin Prar4e, trxt. = '^ sizes and MTS R,.°4(1) " _ - -- t "�' `}5 cn r..� ' I 1 t.4 r''� A F,39- T-CMST. yip anaststance similar) 2 4�' ? 4,$dx1Y-, 4 8Ctx1 14450�450a70 '- u -_ # fa CSatatlST _ -- ---_ _ _ 'ti;' Ervar aannber of =ri MTS30 CODES: See Code Listing Key Chart. sv pUta1�- �s '`'' MT630C 1. SP1,2,3 and SP5:drive one stud nail at an angle through the stud into the plate to achieve the table load(see ` f Fasterlersl l00' t tr><aroif S rule-P`r -F►r illustration). �I (, .... 2. Allowable loads have been increased 33%and 60%for earrthquake or wind loading;no further increase allowed. ; ; -- --- Typical CS[Installation -model Ay O'�4'AC1 b.U(Jlift�. �:`. Al • ble Upl'Ift Ld� Reduce where other loads govern. <'; as a Flour-tm-Floor Tie I t 'lt111 _ y„ r. 3. RSP4-see Installation details(1)and(2)for reference. •( q �- ' 1QiX'1, 1Ji' 1t1cLr1 4. RSP4 F2 is 280 Ibs(installation 1)and 305 Ibs(installation:2).F1 load is 210 ibs for both installations. >`•' minimum $-1x.3tUdS CMST requires 10d 5. Maximum load for SPH in Southern Yellow Pine is 1490 Ibss. :;)'ft _.. ....,_. _..._. . 6. When cross-grain bending or cross-grain tension cannot be:avoided,mechanical reinforcement to resist such forces ____ _ _ _ _ 2-10a 12-10dx1 -- '--- ------ T LTS 12 1�. 1 _ should be considered. `- ._- r----------- ; -•------•-------- - ------------- ---- ------ -• ------ --_-- ._._ ,_.,..-._.,. __..... ....,_. _. Total Allawallje Nail -� � 2 0 72t1 66 fi20 62iJ # t i ; is 16 12.10d -12-10dxiy 7 __..._ _,- 620 3 1 LT 2383 775 720 I20 665 F20 t hlom End t 'Fastners _ _ d L Tealsion tom 3pocicr, ; Ctirle' ..__ Cut Length ._.--- ._,_..._,___._._ ' _RNA_ 18 ,1 12.1od ,2-10dx1y 23a3 _ 775 _ 720 720 665 620 1, t320 " > a. No. -n4ll) L o o I I ` 1 _� 14dx1 y., 2383 775 720 720 665- 520E 620 _ 1p17) (1921116t7 {CnacRall) _.,. ....."f..... .- of Ra LTS20 0d 1� _-_#....._ _.�....-_... ___._...... -"._..... I �15' ; clear s, n +9`3' 100-16d (7230 9�0 3'.�1` MTS1'2 12 114-10d 14-l0dX,l K 3118 _:.;it?00 --- _ - - --860 --- -_ _ _ _ 340.. 1{l00 1360 730 _860 © r 1 Cr.)ST12 40' --- -I 12 -----___.- N --- --- — - -.� ( �"�'! ' MT.1>5 1f •14-10d 14-tDdxi t 311_8 . 'it7Ci0,' '.'`:$4t1'.: ' : $60 730 Sf(? `V. . :rc: t t rn _ i 105 i clears)arl +213 11S-lod _7230 r1540 1.4 3,41, 1 -_�w_.. _ _. -. - ;'- i'i..3. «. ' I 1 r,r- - t 3 41.128 i „. a -t1 �, 9T FrlTS19 18 14'-t0d 1410dx1/ ,3116 tiia0' `itA 1. ji7E1Q 860 ?30 860 , ,;1; ..,..".. _,.. span +71 74=iCw a095 b/..5 Wr1 _ "� - „ ~�•�4 i clear _.I r'��1' %".F•a L3 t Jf::uY'i ..f•rr .r(,'f.:,�;- t — - ,,. 1 �: I _ 0 8�. 4 1 d 0dx $ 1 �: d• t7f3 860 -9T 2C 1 0 1 1 1 311 4;' 'f ij' 3tl 880 s c1 I Y P :,.�'' .r--., ;.!'`S"ir, �, ,..,r'.: `-.�¢'' •�..1°' I r" dear "l 1 �" ��loll vO..S ';J795 -n.. 1 30 114 d 32 '9 D r T:S30 N `t .3 64 sinkers 3520 469 � chars,an -I Ott`s c t .Ba ( t 1 t: .�j .•• Ott I e'•ilwl t70 cv s 1' � _ .. 0 Oaf. CCtd�TC 6 MTS 4 14 1 1 x 3116 �100 ,�s /1,- 60 3t1 -8 0 ' 1 2 2 0d Od 1 ago e 7 s 1 i rl c�,I 4�1;r' 10`i" E_415d•sinkers �520 46fii0_ _.3" - - - - ;. t r clear span + i _ i 4 10d i 1 " e ! Sib lsttr 1'I' i clear s}11 +31" Z8 Sd 1235 1t 50 b11 C 2B 14-10d x 311G 1000 �40 logo 86t? 73rJ 8E0 170 t ,,., (1)TYPical RSP4 Stud to tr -.. .-. c 1 - 3, 1 MT,S30G .X 14" _ 14-10dx1 311 1000 840 i t • � :.��. � k- _..�. _ �E � ___ _ . 10d s �oaa visa� 73'a-� $ag- n: �; ?:", •>'fi ti�:„,-.- *. Single Bottom Plate CS €3 25' 11 clear start +25 2c-1y 1235 iva0 I i�'GSit 16 -16 fOd i6�ltJdxl 4430 µ12B0;:. 1 Q . 1'fSD:: ii385 885 990 �,� "- .•r: ;i`;',v::.,,. -'�'•;, ,.f• t. -' „�,,'� "i:'.{n. •'T,;'n.�.,.. <..y'� '' -- �-.� - -..� r-----_-_.—. n ,. � --Jz _ 1 r: CS1SS -10()' _11" clearsl1,,��n +�6 22-8d �x.r, % t ''.1*• ,:r,s r.i;.:._ i M'" r - fI [1T..�3 202010d 10dx1 4430 i54 14t . .to 1245 1245. 1.245 �'kl' f i !7 �., ,�;,, , • .�_:, e, U.S. Patent �- I i + , ----- -- — « 950 12 0 1. .. _ • ; GS18 -�- 2rJ0' 9"- ; tl3 clear +21 �1�•1{?<I � .., # t �- ` i I___.____. �--------_-___�__-- � 127 HT5�.4 24 20-10d ?_4-10ttx1,� 4430 : ;.'i450' . �145(?`: 345t� 1245 1245t 1245 Typical SP5 Installed - -�� YP Typical SP2 Installatiom , "'�? i- - i CSI8,R 2'5, E `�" I clear s> rl r 21" 18-iC YP 10dF1 fi"Pfi.S i , ---- 20-f Od __ _ __ _ _ _5 _ _ L _ HTS2'8 28 E 2440dx1yo 44-T .144 0 14 D 1450 12_4_5 1245112d5 r F2 :' rS?© ?.50' E 9" s clear spay +21- _750 -1c�1?5- - -_..1-.___..,_-__... 4 L` 1{TS ,- 1 EACH AFST1l1? F1 }.,,.• y' ; r n 1301 _1Od 24-10( 4430 -14.r�0 1+o -4dSO,"{1245 12,45�w1245 Typical SPH4 Stud to -�,- 4"__, CS2rJ, - 15' !" 1 clear s(xttl +1?" 14-10d ?5t7 1005 ` ._ -- - --- %>" "Y;^';',j5*"- I -(-- -€ }. 3, 1 t I I E �4-` E o 14501 1245 1245 t 2-45 Single Bottom Plate v i �� IT.Y3�tr 33 2fJ-10d L hOdxi 4430 1450 14 0 9 r✓522 310 t 7' clear srt7 1 1/ t i� 8tl 620 1 625 ft 1 25' i 5s '" Clears n +irj � 'i i 1. LTS12 thru LTS20 MTS16 through MTS30 HTS24 through HTS30C(except HTS30 have additional nail f flSSlp,><';�' CS21._.. � �'�._._. tl-itf9 620 � Ol":; � I 9 9 ) watb' N `. 2. Insitall half of the fasteners on each end of strap to achieve full loads. 2�r4 v �♦ ��, 1. Allowable loads 100%value is the maximum capacity and may not be 3. Loads have been increased 33%and 60%for earthquake or wind loading;no further increase allowed; • ;.1;� ,..•t 7 increased for other bad durations unless otherwise indicated. reduce where-other toads govern. 2. 133%and 160%value may be used for earthquake or wind loading, 4. All straps except the MTS30 and HTS30 have the twist in the center of the strap. M 3: Use half of the nails in each member being connected to achieve the listed loads- 5.' Twiststraps tiff nnthave to be w[appedover the truss to achieve the load. R nntionni nail holpc are nrovided on snore strans (2)Typical RSP4 Stud to LSTA and MSTA 4 (pilot holes not shown) qS1 Doubple Top Plate ?>S o Ul - i