Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36909-Z
Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 4/23/2012 CERTIFICATE OF OCCUPANCY No: 35555 Date: 4/23/2012 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ADDITION/ALTERATION 435 Lupton Point Rd, Mattituck, Sec/Block/Lot: 115.-11-1 Filed Map No. conforms substantially to thc Application for Building Permit heretofore 5/14/2008 pursuant to which Building Permit No. Lot No. filed in this officed dated 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 Diffiey (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3/7/12 87431 4/8/05 GENCO Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36909 Permission is hereby granted to: GERARD & KAREN DIFFLEY 435 LUPTON POINT ROAD MATTITUCK, NY 11952 Date: 116/2012 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 To expire on 7/6/2013. Fees: 5/14~2008 and approved by the Building Inspector. PERMIT RENEWAL Total: $200.00 $200.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PEP. MIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33902 Z Date MAY 14, 2008 Permission is hereby granted to: GERARD E DIFFLEY 435 LUPTON POINT ROAD MATTITUCK,NY 11952 for : ADDITIONS & ALTERATIONSTO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA # 5431.THIS PERMIT REPLACES EXPIRED BP # 29892 at pre, rises located at 435 LUPTON PT RD MATTITUCK County T~x Map No. 473889 Section 115 Block 0011 Lot No. 001 pursuant to application dated MAY 14, 2008 and approved by the FeeBUilding$ Inspector400.00to expireon NOVEMBER/~~/,///~//~_~//..14' 20~/' ~ ~~ed Sig~_ 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 A/qD 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 Fee $ 537.60 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Tbis 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 rearm-es. 2. Filial Approval from Health Dept. of water supply aud 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 amhitect or engineer responsible for the building. 6. Submit Planniug Board Approval of completed site plan requirements. Bo For existing buildings (prior to April 9, 1957) noa-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. Ifa Certificate of Occupancy is denied, tile Building Inspector shall state tile reasons therefor in writing to the applicant. C. Fees Certificate of Occupaucy - 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 Occupaucy - Resideutial $15.00, Commercial $15.00 New Construction: Location of Property: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Su6division Old or Pre-existing Building: House No. S{reet (check one) Hamlet Block ] I Lot I Permit No. ~b~l~ Health Dept. Approval: Planning Board Approval: Filed Map. Lot: Date of Permit. Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: * ,~'/ ~:','0t~ (~6'~1 Final Certificate: (check one) '- licant Signature Apr 20 12 01:08p Electrical Inspection Ser (631) 286-6683 p.1 Issue Date 4/812005 Issued To: Street: Village: Section: Contractorz Electrical Inspection Certificate Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, NY 11772 (63t) 286-6642 Karen & Jerry Diffley 435 Lipton Point Road Matt/tuck Zip: 11952 Town: Southold Block: Lot: F. M. Electric (L) License Holder: Fred Malave Was examined and found ~o be in compliance with the Residential and Building Code of New Y~k. Application Number 87431 Suffolk Lic #: 4099-E ~] Commercial ~ Indoor ~ 1st Floor [] AffJc/3rd L_ Pool ~ Survey ~/~ Residential I~ Outdoor ~ 2nd Floor [] ~asement ~ Hot Tub [] CSST Bond J 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 Oven/Amps Dishwash/Ampe X 1/30 Microwave/Am ps Washer/Amps Dryer/Amps Hydro Tub/Amps Meter/Amps Phase 1 20 1 30 1/20 Photovoltaie Systems UG I OH Size: , - Panels: Inverters: Bldg. Permit: 369029 Other Equipment 2 20/120V specially outlets 2 30~220V ate disconnect Grace A. Surd/ President Rough Inspection: 5/6/2004 Inspector: John Mc Mahon ','~',~ ~, -' ~'![" ~'~k:~'m;~ ;/----. i Final inspection; 4/7/2005 Inspector: John Mc Mahon This ce[filicete must not be altered in any manner. From: Gen¢oPJumbing~)aol,com Subject: Solder Certlfl,~a~e Date: M=rc~ 7, 2012 3:26:~0 PM EST To: cbo~dsen ~optonline.net ~' 1 Attachment, 447 KB MAR I 6 2O]2 BLDG DEPT. TOWN OF SOUTHO[D Town Hell, 53095 Main RoKd P,O,Box Soull~old, New Yo~k Tale,~hoee (6,.3~) BUILDINO DBPARTiv/F. NT TOWN OF 8OUTHOLD Dat~: l cm~:ify that the solde_,r used in the water supply system contaius less than 2/I 0 of J% lead. Sworn to be£orcm¢ tbJs ~ 765-t 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [h~:IOUGH PLBG. [ ] ~JNDATION 2ND [ ]INSULATION [~/FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION_ REMARKS· ~//~,~-~-//1~/~--,- lYq~ 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING [ ] ROUGH PLBG. [ ] INSULATION [~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. DATE IN ION [ ~OUGH [ ]F/~DAT~D [ ]INSULATION ['~] FRAMINGS___// [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _.~ ./'~/~.~ ~______~-~,,,~L~__ , ~'~ DATE ~"-//' /// INSPECTOR~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~LATION [ ] FRAMING/STRAPPING !,,.~'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL(ROUGH) REMARKS: ¢~/~/rJ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION /~FINAL ~; [ ] FIRE SAFETY INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHQLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20 Disapproved a/c _ Expiration ~ /I BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 3 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: 'b Phone: ?PLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 63 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 trtonths. 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. Signature of applicant or na~n'e, if a c[rporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section o / oo o Subdivision (Name) Hamlet Block / / ~" - ~t Lot o / Filed Map No: Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructiom a. Existing use and occupancy f~e ~ ,oa'uc~ b. Intended use and occupancy_ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 41 ts-o~ 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories $ Dimensions of entire new construction: Front ~ Rear De~th Height Number of Stories Rear 9. Size oflot: Front Z~z. ~' Rear ~-~-'~. '}B .Depth 10. Date of Purchase ~ tq ~ ~ Name of Former Owner ~. 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO × 13. Will lot be re-graded? YES__ NO ~o Will excess fill be removed from premises? YES __ NO 14. Names of Owner of premises '1> ~ ¢~L-"~ Name of Architect Name of Contractor Ck,-,t,4 g~,.-~-~_- -_ Address 't' 5 ~" c,~4-~ or Phone No. Address Phone No Address c~t,ts t_,, *a~ttm,~- Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES__ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO )c 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) COUNTYs: ~l/...d-D ~ .-"~, ~/"0~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contra4t) above named, tS)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 ink,he manner set forth in the application filed therewith. Sworn to before me this ,,.~d~__day of ~_Q~. _20 (~ . ~ROBIN ~ KENNA Nmar7 Public, State ~ N~ N0. 01MC5083606 ~ Oual~f~ in Su~ k ~un~ mmissio: ~ires August Signature of Applicant APPEALS BOARD MEMBERS Gerard P. Goehringer Lydia A. Tortora George Homing Ruth D. Oliva, Ghairwoman Vincent Orlando Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (631) 765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 23, 2003 Appl. No. 5431 - Gerard and Karen Diffley Property Location: 432 Lupron 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 1, 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. Diffiey 115-11-I 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. Lupron 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-B, 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/e Chairman),/~oehringer, and Horning. Absent were Ruth Oliva (Chairwoman) and ,l(,lemb~ Toj;t6~ ~lue t~ illness). This Resolution was duly adopted (3-0). .~_~_~_~/~_~ Vincen{ Orian'do, ~-Chairr~'~-- II I"~/03 Approved for Filing Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF I~OUTHOLD MAY 2nd ,2006 Gerard E. Diffiey 435 Lupton Point Rd. Mattituck, NY 11952 RE: 435 Lupton Pt. Road.. S.C.T.M.# 115 0011 001 Dear Mr. Diffiey, Please be advised that your Building Permit # 29892 issued Dec. 1st, 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 Town Hall, 53095 Main Road P,O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 10th, 2007 Gerard & Karen Diffiey 435 Lupton Point Road Mattituck, N.Y. 11952 2N° NOTICE RE: 435 Lupton Point Rd. (Addition/Alteration) 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. Town Hall, 53095 Main Road P.O. Box I 179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTIIOLD April 30th, 2008 FINAL NOTICE Gerald & Karen biffley 435 Lupron Point Road Mattituck, N.Y. 11952 RE: 435 Lupron Pt, Rd. (Addition/Alterations) 5CTM # 11§.-11-1 Dear Mr. & Mrs. biffley, Please be advised that your Building Permit # 29892 issued becember 1s* 2003 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit o fee of $400.00; at that time we con schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, 50UTHOLD TOWN BUILbING bEPT. Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 115.-11-1 Permit #: 33902 Permit Date: 5/14/2008 Expiration Date: 11/14/2009 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Applicant: Location: Work Description: Dated: 1/3/2012 6ERARb & KAREN bIFFLEY 435 LUPTON POINT ROAD Abb TT'r;.ON/ AL TERA'rZON AbDIT'~ON$ & ALTERATZONSTO AN EXIST'LNG SINGLE FAMILY bWELLTN6 A5 APPLIEb FOR PER ZBA # 5431. A FEE OF $200.00 I5 REC~UIRED TO RENEW TH~5 BUZLDIN~ PERMIT. Owner: Address: GERARD & KAREN bIFFLEY 435 LUPTON POINT ROAD MATTLTUCK, NY 11952 The permit listed above has expired. Please contact a~r office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. ?ggB g~Sg ggg~ 73~ ~B~ THANK YOU, $OUTHOLD TOWN BUTLDTN6 DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765- 1802 Fax (631 ) 765-9502 March 1,2012 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD 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: ~Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) ,: 't/' A fee of $50.00 __ Final Health Department Approval. -? r~''/' 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 - Additions/Alterations Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 March 19, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD 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 # 76§-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 I:ROPERTY RECORD CARD RES.~.~ SEAS. IMP. FARM TOTAL DATE / ' BUILDING CONDITIOb VL LAND AGE NEW NORMAL Farm Acre Tillable 1 Tillable 2 Tillable 3 Wcodlond Swampland BrushJand House Plot Tata I !VILLAGE BELOW Value. Per Acre W COMM. I IND. REMARKS DISTRICT .... ACREAGE TYPE OF BUILDING LOT CB. IMIsc' I ABOVE Value M. Bldg. Extension Extension Extension Bath Floors Interior Finish Foundation Basement Ext. Walls Fire Place Po ch Porch Patio Driveway Heart Attic Rooms 1st Floor Breezeway Rooms 2nd Floor Garage O.B. BUILDING PERMIT EXAMINER CHECKLIST AP PLI CANT: ~o_~ c~'"'~ x~---~-,,~ SCTM# DISTRICT: 1,000, SECTION: {[~ ,BLOCK: II , LOT: ADDRESS:ZInC k.Uf>r-0~.5 ~ ['5 CITY: ~~c.~L~ZONING DISTRICT: __ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y~RN BP -Z / C/0 Z- , INFO //BP BP -Z / C/0 Z- INFO / / BP SINGLE & SEPARATE CERTIFICATION-REQUIRED DATE REVIEWED: II/k /03 DATE SUBMITTED: II SUBDIVISION: ~ CONFORNIING? -Z / C/0 Z- , INFO -Z / C/0 Z- , INFO 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: Q/0,ooo ACT. LOT SIZE:/4.?X~ REQ. LOT COV. ~-~, ACT. LOT COV. REQ. FRONT ~'~.F PROP. FRONT / REQ SIDE tc~/7'~- ACT. SDE / REQ. REAR ,g ~ PROP. REA]~, r .'~ :_~,,, I~Q,,I~I,EIGHT PR®. ~Ig~HT PROJECT DESCRIPTION: ~bB;/ic~.7-q ESTmATED PROJECT COST: {5-0 ARCHITECT~ ~o,'~ WATER FRONT? ,,9/0 DESCRIPTION: --------' PAN P;L-~ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES c~BED #): __ DTE: / / TOWN SEPTIC RECEIPT: Y NEW YORK STATE DEC: PR£-DEC 9a/75 YES o~ DTE: / / SOUTHOLD TOWN TRUS~ YESo~ DTE: / / TOWN ZONING BOARD APPROVA~C~cA- oq?~ DTE: / / TOWN PLAN. BOARD APPROVAl: YES 0~ DTE: / / TOWN HISTORICAL PRE (SPLIA). YES NEW YORK STATE CODE COMPLIANCE (SEE PA~r NO NOTES: FLOOD ZONE: PERMIT #: PERMIT #: PERMIT #: PERMIT #: 5-q3 ~ PERMIT #: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF 1NIT OTHER TOTAL: SF FEE FEE 1.(=,)icl~ _SF)-( <6to SF)= /,p_q~ SFX$ 3o =$ ,~>}'~ ~2 +$ ~Cc, +$ =$ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- (_ _SF)= _SF X $ =$ +$ +$ : $ TOTAL FEE FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Weathering: Severe__ Design Temp:ll__ Frost Depth: 36" __ Ice Shield Underlay: YES __ USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCR~TIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YfN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: YfN WINDOW AND DOOR SCHEDULE: 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) Wind Speed: 120MPH__ Seismic Design Category: B Termite: M-H __ Decay: S-M Flood Hazards: GIRDERS: Y/N ROOF RAFTERS: YfN WIND: Y/N MECcheck Compliance Report New York State Energy £.onservat~on £,onst~ uctton £ode MECc~leck Sofm'are Version 3.3 Release lc Dala filename: D:\-UPDATE L[_021120'~'lECcheck\diffie3~)31103.cck TITLE: Diffley. Suffolk Cot nB', N% Checked Bi ;Dalc COUNTY: Suffolk STATE: New York HDD: 5750 CONSIRUCT1ON T'/TE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 11/10/03 DATE OF PLANS: 1 l/3/t 3 COMPAR~~ [NTORIVlATION: Giamtotli ,'~ COMPLIANCE: Passes Ma,'~_mm UA -- 92 Your Home = 84 8.7% Beuer Than Code Gloss Glazing Mea o~ Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Tress 628 30.0 0.0 22 Wall l: Wood Frmne, 16" o c. 576 19.0 0.0 28 Window 1: Woo? Fnnne, Double Pane with Lou-E 105 0.320 34 COMPLIANC~ STATEMEiXrr: The proposed building represented in this docmnent is oonsislent with the building plans, specifications, and olher calcnlations submiRcd with this pem~it application. The proposed syslems have been designed to meet lite New York Slate Energy Co~ksen,ttion Constn clmn Code requirements. When a Registered Design Professional has stamped and signed INs page. they are aUestmg Ihat to the best of lds/her knowledge, belief, and professional judgmenl, such plans or specifications are in compliar~ce ~ ith this Cede. Builder/Designer DiRe OROUND SNOW LOAD WIND SP~-,~ ' SEISMIC DESION CATEGORY WEATHERING FROST ~ Dm'~H TF.I~'i~ INIm_.STATION WINTI~t DF3I. ON IEMPERATURE ICE ~ .n UNDEP. LAYMENT FLOOD ZONE Ft~OR LOADS o~wnqo AnP. AS). FLOOR LOADS .(.ql .~ING AREAS) A'rr,C ROOF TABLE R301.2(!) CLIIvL~TIC AND OEOORAPH]C DES1OI~ DATA 45 P.S,F. 120 {v[P.I~ C MODERATE TO HEAVY 11 DECuq{~-~ F REQUIRED PER F. EM.A. / N.F.I.P. ST~U~ D,~SmN I,OAoS 40 P.S.F. LIVE, 10 P.S.F. DEAD 30 P.8.F. LIVE, 10 P.S.F. DEAD 20 P..q F. LIVE, 10 P.&F. DEAD 45 P.S.F, GROUND, I0 P.8.F. DEAD DEFLECI]ON: L/'360 DEFI.,ECrlON: L/360 DEFLECTION: 13180 DEFLECIION: L/240 · ffley · s dence Mattimck, Long Island APPROVED AS NOTED . ~ ~ rI}LLDING DEP~ AT -1~02 8AM TO 4PM qWING INSPECT~: i N~ATION - ~O ~ POURED .GN :LATION ,~L - CONSTR~T~ 5~ ~OMPLETE FOb ~,O. ~.:3UlRFMENTS ~E ~ YORK STATE NOT RES~N~ DESIGN OR CONSTRUCT~ ALL CONSTRUCTION l MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTION8 REQUIRED. COMP~ y WITH CHAPT'~ r t. OO[ )AMA GE PREVENTIO~II DFF/(F cOMPLY WITH ALL cODES OF W YoRK STATE & TOWN CODERS_ ~RmU,.EO ~.o coNomo"s o~ - ' ~RS CERIIFBA~* REQUIRED IX:) NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PL UMBER CERTIFICATION 0,',! L ~-AD CONTENT BEFORE CE,'~ 7//-/CA TE OF OCCUPANCY ,q~ ~; P~ R USED IN WATER ..... rr-M CANNOT l ..... ; I%LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING SEFORE COVERING OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY Hugo Giannotti & Associates 308 Station Road Bellport, New York 11713 SITE PLAN: 28020' NOTE: INFORMA~ON CONTAINED 1N THE PLOT PLAN HAS BEEN TRANSFORMED I I MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE) USE IVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 psf 10 psf DECKS 40 psf 10 psf PASSENGER VEHICLE GARAGES 50 psf os per plon ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf ATTICS wilH STOTAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf SLEEFING ROOMS ,bO psf 10 psf STAIRS 40 psf 10 psf GUARDRAILS AND HANDRAILS 200 lbs 10 psf ROOF LOADING (LIVE = GROUND SNOW LOAD 12 psf for atUc ADJUSTMENTS AS PER TABLE Rd01.S OF THE 45 psf 15 psf for RESIDENTIAL CODE OF NEW YORK STAR) Doth ALtOWABL[ STRUCTURAL MEMBER DEFLECTION RAFTERS HAVING SLOPES GREATER THAN ,b ON 12 WITH NO FINISHED CEILING ATTACHED L/180 TO RAFTERS INTERIOR WALLS AND PARTITIONS H/lBO FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 FINISH EXTERIOR WALLS - WIND LOADS ~BTH L/240 BRITTLE FINIBHES EXTERIOR WALLS - WIND LOADS ~VITH L/120 FLEXIBLE FINISHES NOTE: L--SPAN LENGTH, H-SPAN HEIGHT o THE WlNO LOAD SHALL BE PERMITTED TO BE TAKEN AS 0 7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETAINTNS DEFLECTION EIMITS HEREIN, .¢ (EDGE ZONE) ) DOWN NAILING & STRAPPING ~, EXTERIOR WtNDOW/ DOOR HEADER FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING 0N ACCORDANCE WITH WOOF) FRAME --ROUOH~'~'"~?TATION A B C D E F 2'-0" 2 (1) 2"x4" 1 1 1 1 4'-0" 4 (1) 2"x4" 2 2 2 2 6' O" 6 ( 2?1 ~2 '2x~4;'6 -° r (2) 2"~2" 8'-0" 8 (il 2 ×6 3 3 3 3 10'-0" 10 (2) 2"x6" 4 4 4 4 12'-0" 12 (2) 2"x6" 5 4 5 4 A- NUMBER OF 8d NAILS O EA, END OF STRAPPINGS (TABLE 6 7, P, 157) & (TABLE 6A P 316) B- NUMBER OF SILL STUDS (ON FLAT~ (DOES NOT APPLY TO DOORS) (TABLE 5 238, P 193) C- NUMBER OF FULL HEIGHT KING STUDS ~ EA SIDE OF HEADER (TABLE 3 23C, P 193) D- NUMBER OF lsd NAILS END-NAILED THROUGH ADJACENT KING STUD TO END Of HEADER @ EA, SIDE (TABLE 37, P, 157) & (TABLE 6A P 316) E- NUMBER OF JACK STUDS ~ EA. ENO OF HEADERS (TABLE 3,22F, P 191) ASSUME DBL HDR. F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUBS TO END OF SILL(S) ~ EA, SIDE (DOES NOT APPLY TO DOORS) (TABLE 38, P 157) & (TABLE 6A PAGE 316) SPLICING OF THE PLATE TOP PLATE ~rSPLICE LENGTH I TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO TOP-PLATE CONNECTtONS USING 2-1§d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PRO'DE AN EQUIVALENT NUMBER OF NAILS 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B 2 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOR OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALE BE MULTIPLIED BY H/8 4, TOP PLATES SHALL BE A MINIMUM Of STUD GRADE MATERIAL (F ! ) LENOTH (PT) (FT,) LENDTM (FT) ROOF CONSTRUCTION BLOCKING RISER DIAGRAM TYPICAL WALL CONSTRUCTION QTYPICAL SOFFIT DETAIL SCALE' 1"= 1'-0" TYP, ROOF CONSTRUCTION 12" TYP I --VINYL SOFFIT VENTED OUTRIGGER ALUMINUM CLAD FASCIA BOARD W/ lx2 ALUMINUM CLAD SHINGLE MOULDING SOFFIT IMINUM CLAD FRIEZE BD SIDING OR WOOD ROOF 2ND FLOOR Jl I I I VENT __iIi__THRU .DOE I -T2 I t I ----12. I/2" 1ST FLOOR EXISTING 11/2" 11/2" TO EXIST SANITARY SYSTEM ( TYP. SOFFIT DETAIL @ GABLE END SCALE~ 1" = 1' 0" '~MPSON" HDO8 "StMPSON' PHO6 'SIMPSON' HDC8 '~MPSON' PHD6 S. SEE caNelRUCTION O£TAIL tNAIUNa ANa STRA~PINa) & ,ETAIL IHO~DO~ & NAILING SCHEDULE Connection Location Fastening _.J 1 Joist to sill or girder toenail 3 - 8d 2 Bridging to joist toenoil each end 2 - 8d 3 1" x 6" subfloor ar less to each joist face hall 2 - 8d 4 wider than f. x 6" subfloor to eoch joist face nail 3 - 8d 5 2" subfloor to joist or girder )lind and face noll 2 - 16d I 6 Sole plote to ~oist or blocking ;~ical face noil 16d at 15" D.C. I Sole plate to ,joist or blocking at brace woll panel )raced wall panels 3 - 16d ot 16" j 7 Top plate to stud ;nd nail 2 - 16d · 8 Stud to sole plate )enail 4 - 8d Stud to sole plate md nail 2 - l§d g Double studs race nell 16d at 24" D.C. Double top plates ~icol race nail 1Ed at 16" o.c. 10 )ouble top plates Dp splice 8 - 16d 11 )locking between joist or rafters to top plate [oenoiI 3 - 8d 12 tim joist to top plate toenoil 8d at 6" D.C. --,m 13 fop plate lops at intersections [ace nail 2 - 16d _ 14 3onDnuous header, two pieces 16" o.c, along edge 16d 15 :ailing joisl lo plate toenoil i3 - 8d_.. 16 ;ontinuous headers to studs toenail - 8d 17 2,ailing joist, laps aver parUUons (See code table 2308.10.4.1) taco nall - 16d min. __ 18 Ceiling joist to parallel rafters (See code table 2308.10.4.1) tace nail - IBd min. 19 Ralter to plo~e (See Code Table 2308,10,1) toenail - 8d I 20 I" diagonal brace to each stud and plate face nail - 8d 21 I" x P" sheathing to each bearing wall face noil - 8d ----, 22 Wider ;hah 1" x 8" sheathing to each beoring wall face noil - 8d 23 Built-up corner studs 4"o.c. 16d foce nail at top on bottom Z0d at 32" o,c. j staggered at opposite sides 24 Built-up girder and beams lace nail at ends and at - 20d each splice J 25 2" plonks ot eoch bearing 16d 26 Collar tie to rafter face nail - 10d j Jack rafter to hip oenoil - 10d 27 Jack rafter to hip foce nail - 16d Roof rafter to 2-by ridge beam toenail - 16d 28 Roof rafter to 2-by ridge beam face nail - 16d 29 Joist to bond joist foce nail - 16d 30 Ledger strip face nail - 16d 1/2" ond less 6d Wood structurd ponel ond particle board. Subfloor. roof Grid wall ! sheothbg (fo framing) 19/32" to 3/4" 8d or 6d 31 7/8" 1o 1" 8d .... 1/8" to 1 1/4" 10d or 8d .-- 3/4" and leas 6d Single Floor (combinotion subfloor-undeda~,ment to framing) 7/8" to 1" 8d _~~ 1/8" to 1 1/4" 10d or 8d 32 Panel siding (to framing) 1/2" or less 6d ___ 518' 8d ...... 33 Fiberboard sheathing :/2" No. I1 roofing nall .... ?5/82" 6d or No. I1 roofing na~ 34 Interior poneling I/4" 4d __._ ~/8" 6d Slope of roof 4/12 5/12 7/12 9/12 12 Rafter spacing D.C. 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" Width up to 20' 6 9 5 7 4 5 .3 4 5 Width up to 28' 8 12 7 10 5 7 4 6 3I4 Width up to d§' 11 16 9 15 6 9 5 7 4i 6 LEGEND & SYMBOLS: NEW WALL CONSTUCTION EXIST. WALL CONSTUCTION GATT INSULATION POURED CONCRETE WOOD POST or BUiLT-UP 2x WOOD STUD POST DRAWING SECTION SYMBOL; SECTION REFERENCE NUMBER DRAWING REFERENCE NUMBER ~)RAWlN~ ELEVATION SYMBOL; DETAIL REFERENCE NUMBER DRAWING REFERENCE NUMBER DOOR SYMBOL: DOOR SIZE = 2'-4" x 6'-8" S Sd Sf S3 S4 ~cu NEW DUPLEX ELEC. OUTLET NEW QUAD ELEC. OUTLET NEW GROUND FAULT CIRCUIT INTERRUPTER OUTLET NEW DECK MOUNTED OUTLET SWITCH SW1TCH WITH DIMMER FAN CONTROL SWITCH ,b WAY SWITCH 4 WAY SWITCH CEILING MOUNTED DUPLEX ELEC, OUTLET SMOKE DETECTOR INTERCONNECTED PENDANT TYPE LIGHT OR CHANDLER RECESSED LIGHT FIXTURE HUGO GIANNOTTI AN[::) A5 5 (:::) (::~ I ATE 5 30~ ~taEmon R~ad Bet¥or~, N~w York DIFFLEY P ESIDENCE SCHEDULE5 ¢ DETAIL5 15T FLOOR G E N E P-..AL CON DITION... ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CON DUCTED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: NEW YORK STATE BUILDING AND FIRE PREVENTION CODE, NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, NEW YORK STATE HEATING AND PLUMBING CODES. WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN WORK. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES THE CONTRACTOR OR OWNER SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMP LETE THIS CONTRACT HE/SHE SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF APPROVAL ISSUED BY THESE VARIOUS AGENCIES. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS, THE DIS- CRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES WHERE NECESSARY. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL REPAIRED AND/OR REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE CONTRACTOR'S EXPENSE. BE 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ADJA- CENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALE BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROP- ERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUF- FICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREE MENTS BETWEEN OWNER AND CONTRACTOR. 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES, ALL SUPPLY, WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. 1.3. 14, 15, 16. 17. 18 19. 20, 21. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFEC- TIVE SHALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT AND AS PER S~TE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP. OF BAYPORT, MN, OR EQUAL. ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS WINDOW QLAZINO SHALL BE HIGH PERFORMANCE OR "E" TYPE OLAZtNG FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABrLITY ARISING THEREFROM, GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. DRIVEWAY PAVING AND BASE IF REQUIRED IN THIS PROJECT SHALL BE AS PER LOCAL MUNICIPALITY PAVING REGULATIONS DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. GENERAL NOTE.S: 1 CONTRACTORS SHALL CHECK SITE, EXISTING GRADS AND SURVEY, AND UTILITIES AND SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE SITE. ALL DISCREPANCIES SHALL BE REPORTED TO THE OWNER BEFORE PROCEEDING WITH THE WORK. 2. ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM TO ALL RULES, REGULATIONS AND ORDINANCES OF ALL FEDERAL, STATE, AND LOCAL OCCUPATIONAL SAFETY AND HEALTH ACT 5. CONTRACTORS SHALL INCLUDE ALL LABOR MATERIALS AND EQUIPMENT FOR ALL WORK SHOWN OR SPECIFIED INCLUDING TEMPORARY FACILITIES EXCEPT NOTED. 4. CONTRACTORS SHALL KEEP THE PREMISES FREE FROM ACCUMULATION AND RUBBISH, IMPLEMENTS AND SURPLUS MATERIALS AND SHALL LEAVE THE BUILDING BROOM-CLEAN. 5. DO NOT SCALE DRAWINGS USE FIGURED DIMENSIONS. 6. IT IS THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION OF A RESIDENCE INCLUDING EVERY ITEM AS SHOWER REASONABLY IMPLIED OR REQUIRED TO COMPLETE ALL WORK. 7. THE DRAWINGS AND NOTES ARE INTENDIED TO BE COMPLETE, SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, NECESSARY' TO THE PROPER CONSTRUCTION OF THE WORK, HEREIN DESCRIBED IT SHAEL BE THIE DUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT. 8. GLAZING IN DOORS, SHOWER DOORS ANID ENCLOSURES, ADJOINING DOORS AND BATHTUB DOORS AND ENCLOSURES, SHALL BE SO SIZED, CONSTRUCTED, TREATED, OR COMBINED WITH OTHER MATERIALS AS TO IMINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS CRACKED OR BROKEN. 9 THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES OF THE NATIONAL ELECTRIC CODE, THE LONG ISLAND POWER AUTHORITY LOCAL MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS, 10 AT LEAST ONE SINGLE-STATION SMOKE-DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTION 721.1 SHALL BE PROVIDED ADJACENT TO SLEEPING SPACES ON EACH FLOOR LEVEL AN SHALL BE LOCATED ON OR NEAR THE CEILING 11. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE NYS CODE, CAST IRON PIPE SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS. WITH APPROVED JOINTS, 12. ALL GUTTERS TO BE SEAMLESS ALUMINUM 1.5. ALL CLOSETS TO RECEIVE WOOD SHELVES OTHERWISE NOTED. 14. THE ARCHITECT HAS NOT BEEN RETAINED VENTILATING OR PLUMBING SYSTEMS. PIPE SUPPORTS AND CLEANOUTS, WITH BAKED ENAMEL FINISH. AND HANG RODS TYPICAL UNLESS FOR DESION OF ELECTRICAL, HEATING, 15. ALL WALLS AND CEILING SHALE BE FINIISHED WITH 1/2" GYPSUM WALLBOARD EXCEPT AS INDICTED OTHERWISE ON BRAWLINGS. USE WATERPROOF TYPE IN AREAS OF MOISTURE, ALL CORNERS TO BE TAPED AND SPACKLED WITH "BEAD-X" STEEL CORNER. 16. PROVIDE ALL 26 GAUGE ALUMINUM FLASHING FOR ALL WINDOWS AT THE HEADS PROVIDE 15 LB FELT FLASHING FOR WINDOW SILL JAMBS. ROOFING SHALL BE ASPHALT 5 TAB STRIP SHINGLES 255 LBS PER SQUARE COLOR SELECTED BY OWNER STRIP SHINGLES SHALL BE PLACED OVER 15 LB. FELT. 17. PROVIDE ALUMINUM GUTTERS AND LEADERS WITH ALL ACCESSORIES SUCH AS STRAINERS. 18. PROVIDE EAVE VENT MAD OUT OF COP'PER INSECT SCREENING. 19. REGARDLESS OF WINDOWS INDICATED fin DRAWINGS, PROVIDE AT LEAST ONE WINDOW IN EACH SPACE EXCEPT KITCHEN AND BA1FHROOM FOR EMERGENCY EXITS, MINIMUM OPERABLE ARE 4 SQUARE FEET WITH A MAXIMUM CLEAR OPENING OF 18" AND WINDOW SILL AT MAXIMUM OF .5'-6" ABOVE THE FLOOR AT ABOVE GRADE TOTAL LOCATION AND 4'-6" IN BASEMENT AND CELLARS ABOVE GRADE. MINIMUM AREA WINDOWS SKYLIGHTS SHALL BE 8% OF EXTERIOR WALL AREA. 20. PROVIDE ALL ROUGH FINISH GRADING STORE AND LATER REDISTRI~3UTE THE TOP SOlE (AT DWNER'B DIREOTION). CARFENTRY NOTED: 1. ALL WOOD FRAMING, INCLUDING JOISTS, RAFTERS, BEAMS, POSTS STUDS, ETC.., ARE TO BE HEM FIR #2, Fb -- 12OO P. SI. OR BETTER. 2. DOUBLE STUDS AT ALL OPENINGS IN EXTERIOR WALLS AND BEARING PARTITIONS, ALL LUMBER MUST BE CODE MARKED. 5. DOUBLE ALL JOISTS, HEADERS, AND TRIMMERS AROUND OPENINGS AND UNDER ALL PARTITIONS. USE TECO OR APPROVED EQUAL HANGERS OR CONNECTORS, PROVIDE METAL OR WOOD CROSS-BRIDGING MAX. 8' O' O.C. AND CONTINUOUS FROM WALL TO WALL , WHERE POSSIBLE. 4. ALL HEADERS TO BE (2) 2"X8" UNLESS OTHERWISE NOTED. 5. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE AND SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED A, GENCY. 6. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB LEVEL AND TRUE, WELL SPIKED, BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKING THROUGHOUT. UNLESS OTHERWISE NOTED ON THE PLAN, ALL FRAMING MEMBERS TO BE 16" OC.. 7. FIRE STOP ALL CONCEALED SPACES AS REQUIRED BY STATE CODE SECTION 717.4. 8. iNTERIOR BEARING WALLS TO BE BLOCKED @ 4'-0' O.C.. 9. ALL SHEATHING TO BE EXTERIOR GRADE COX. 10. ALL PLYWOOD SUBFEOORING SHALL BE B-C 11. PROVIDE WOOD BASE MOULDING OF #1 PINE. 12, PROVIDE WINDOW TRIM MOULDING OF #1 PINE. SHALL BE W/ INSULATED BACKING TO BE CHOSEN GRADE, GOOD SIDE UP. EXTERIOR SIDING BY OWNER. PERIMETER SILL SEAL, 1.5. PROVIDE ADEQUATE TERMITE PROTECTION. USE C,C A. OR WOLMANIZED SILLS, TERMITE SHIELDS AND GROUND POISONING. 14, ALL LUMBER MUST BE GRADE STAMPED AND CODE MARKED, CONCRETE ¢ MASONRY NOTE,.5: 1 ALL CONCRETE (FC) SHALL BE 2500 P.S.I. (6i, 28 DAYS, WITH A MAXIMUM OF 7 GALILONS OF WATER PER SACK OF CEMENT. ALL INTERIOR SLABS TO HAVE STEEL TROWELED FINISH. DO NOT BACK FILL AGAINST FOUNDATION WALLS IN EXCAVATED AREAS UNTIL FIRST FLOOR FRAMING IS COMPLETE. 2. SILL ANCHORS IN ALL FOUNDATION WALLS TO BE 5/8" ¢, 18" LONG, WITH METAL WASHERS UNDER NUTS, LOCATED 12" MAX. FROM EACH CORNER OF THE SILL AND 8'-0" MAX. O.C., 2 ANCHORS MfN. PER SILL PIECE. .5. FOOTINGS SHALL BEAR ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 2 ~WO) TONS PER SQUARE FOOT, UNDISTURBED VIRGIN SOIL STEP FOOTINGS, WHERE ELEVATION CHANGES, 1 VERTICAL TO 2 HORIZONTAL EXTERIOR FOOTINGS TO BE .5'-0" MIN. BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 4. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM A615-60 REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82. 5. FOUNDATIONS WILL BE 8", 10", 12", OR 16" POURED CONCRETE AS NOTED WITH 4" CONCRETE FLOOR SLAB ON 4" POROUS FILL. CELLAR FLOOR TO HAVE SMOOTH STEEL TROWEL FINISH. CRAWL SPACES TO HAVE WOOD FLOAT FINISH. FOUNDATION WALLS TO BE DAMP PROOFED FROM BOTTOM OF FOOTING TO WITHIN 1" OF GRADE WITH TROWEL COAT BITUMINOUS MASTIC. 6. SLAB ON GRADE TO BE 4" CONCRETE WITH 6X6-10/10 WWF MILL POLY VAPOR BARRIER AND 2" RIGID PERIMETER INSULATION. REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB. SLABS ON GRADE TO BE POURED ON 4" OF COMPACTED POROUS FILL. 7. ALL NEW BRICK WORK TO BE LAID UP IN CEMENT-LINE MORTAR, 1:3 MiX, AS PER TYPE S OR N OF ASTM SPECIFICATION #C270-1964, BRICK (COMMON) SHALL BE USED FOR FIREPLACE AS SHOWN ON PLANS (COLOR SELECTED BY OWNER). 8. FOR BRICK VENEER ON EXTERIOR STUD WALLS, PROVIDE BRICK TIES @ 16" O.C. VERTICALLY AND HORIZONTALLY, 30 LB FELT BASED FLASHING, AND WEEP HOLES @ 24" O.C. 9. PROVIDE TERRA COTTA FLUE LININGS AND CONCRETE CHIMNEY CAP. PLUMBING ¢ HEATING NOTE.5 1, PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO ALL LOCAL, COUNTY & TOWN REQUI- REMENTS AND THE REQUIREMENTS OF THE STATE OF NEW YORK. 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. ALL HYDRON1C HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. 4. HEATING SYSTEM SHALL BE EITHER OIL OR GAS FIRED HYDRONIC BASEBOARD ENERGY CONSERVING TYPE SUITABLE FOR COMFORT HFATINO IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. PLUMBING FIXTURES SHALL BE SELECTED BY THE OWNER 6. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED FOR HIS WORK, ELECTRICAL NOTE5 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE, THE LOCAL POWER CO. AND ALL APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF TBE FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY UPON COMPLETION. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. .5. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. Al5 D REVI ATI 0 NS: A.F.F. above finished floor M.C. medicine cabinet A.D, area drain MBR. master bedroom ALUM. aluminum MECH. mechanical BSMT. basement MFR, manufacturer B.M. bench mark MIN. minimum BETW. between ML microlam BLDG. building M.O. masonry opening BR bedroom MTL metal BRO. bearing N,I.C. not in contract CANT. cantilever N,T.S. not to scale C.B. catch basin O.C. on center CJ. ceiling joist O.D. outside diameter CL, closet OPP. opposite CLR. clear PC. poured concrete CLG, ceiling PLT, plate COL. column PLYWD. plywood CONC. concrete PTD. pointed CMU concrete masonry unit P,S.F, pounds per square foot CONT. continuous P.S.I. pounds per square inch CONT JT, control joint P,S.L porallam CT. ceramic tile P.S.L parallel stranded lumber D. dryer PVC. polyvln yl chloride DIA. diameter PT. point DIM. dimension REF. refrigerator DJ. deck joist REQ'D. required DN down R,D. roof drain D.O. door opening RM, room D.R. dining room R.O. rough opening DWO. drawing R.R. roof rafter EA. each SF. or SQFT. square foot EL, elevaHon SHT. sheet ELEC. electric SIM. similar EQ. equal SPEC. specifications EXISTG. existing EXP. JT. expansion joint SW. square EXT. exterior S.S. OR ST. STL stainless steel STL steel F.B.O, furnished by others T/B to be FIN. FLR. finished floor T&G tongue and groove FIN. CLG. finished ceiling T.O, top of F J. floor joist T.O,F, top of footing FTG. footing T.O.S. top of steel GA. gouge TEL. telephone 0LULAM glue laminated beam TEMP. tempered GYP. BD, gypsum board THK, thick HDR. header TP. truss point HGR, hanger T.O.S. top of steel HORIZ, horizontol T.V. television HT. or HGT, height TYP. typical I.D, inside diameter V.B. vapor border INSUL insulation VCT. vinyl composition tile tNT. interior VERT. vertical INV. invert VIF, verify in field JST. joist VLTD. vaulted JT. joint W, washing mochine LAM. Iomlnated WD. wood L.C. lead coated WOW. window LGWT. light weight W.I.C. walk-in closet L.R. living room W,W.M. welded wire mesh L.V,L. Iominoted veneer lumber W/ with MAX. moximum W.O. window opening HUGO GIANNOTTI AND AS.~OC I ATI~.~ 308 ~t~l;ion I~oad tSdl?oN:, New York I I 7 ~ 3 DIFFLEY P-.ESIDENCE GENERAL NOTE5 15TFLOOR 25APRO3 AD NOTED A-OF' G 5FCOND FLOOR PLAN COUNTy' Suffolk STATE' New Yolk CONSTRUCTION TYPE Dclached 1 or 2 Fairly [~ATING ~E. Non-Electric ' DATE OF PLANS l 1/3413 COMPL ANCE, Pa~cs 8.7%Beilcr Than Code ~ernneter _~Value ~-V, duc g-Factor ~ 028 3o 0 0 0 22 Btuldct/Dcs]gner ~'C~ ~M]C DESIGN CATEGORY WI~'FHm~mG FROST ~ DBI'{ii ~ INFltSTATION IC~ ~'tT~ n IJI~EIU..AyMENT FIX)OD ZONE "l~OOI~ ~OAD$ 6Jvma AlL.S) TABLE R301.2(I) CLIMATIC AND OI{O({RAPItlC DIllON DATA 45 P,S.F. 120 MpH. C nnVEl~ MODERA~fl TO IIP-.AVY I 1 DI]GR~n F PF.J{ F.~.M.A. / N.F.I.P. ~0 P.8.F. LIVE, I0 P.$.F. D~J> DEI~E~ION: I~O 20 P,S.F. LIV~ I0 P.S.F. DEAD DEFLECTION: L/180 45 P.S,F. GROUND. 10 P,S.F. D~AD DEFLHCHOIq: [.'240 KdTCHEN GARAGE od GFIRST FLOOR PLAN SCALE: 1/4" = ILO' DINING ROOM PANIRY II ~'.,o' c~' II ~2 z- ',~ I ,:. FO~R/5tTrlNG RM I [I L IDhSGGO LIVING ROOM EXIbTING CON5RTUCTION NEW CONSTPdJCTION _ _ EXISTING TO DE - R[MOVED HUGO GIANNOTTI AND A55 DC I ATI~5 308 Station Road [3ell?or~, New York I I 7 DIFFLEY RESIDENCE FLOOR PLAN5 25ApIR03 ~5 NOTED ASPHALT ROOF SHINGLES TV?. ,°l 12 SECOND FLOOR FIRST FLOOR CEDAR 5HAICE~ FIDERGLASS COLUM ENCLOSUP--~ G 50UTH ELEVATION SCALE' 114"-- ILO'' SECOND FLOOR FIRST FLOOR WEST ELEVATION SCALE: 1/4" = I'-0" ~ /~ "~ ASPHALT ROOF CEDAR ~HINGLE5 HUGO GIANNOTTI 308, 5~a~on Road E~ell?ore, New York I I 7 DIFFLEY RESIDENCE SOUTH ¢ WEST ELEV. 15TFLOOR 25Al~R03 A~ NOTED '- SECOND FLOOR FIRST FLOOR ASPHALT ROOF SHINGLE5 TYP. ~CEDAR SHAKE 0 NO~TH ELEVATION 5CAI2~ 1/4" = I'0~ 5[COND FLOOR FIRST FLOOR EAST ELEVATION SCALE: 1/4'~: TO" 12 7.5 CEDAR 5HAKE~ ~HINGLE5 HUGO GIANNOTT! AND ADDOCIATED 30t5 5tat:ion Road b¢llrort, New York I I 7 I .:3 DIFFLEY RESIDENCE NORTH ¢ EAST ELEVATION ,,.,~,,. ,,,,. ,^,, RY. 15TFLOOR 16MAY02 AS NOTED III ASPHALT SHINGLED OVER /2" GYP VENTED 5OFFIT ' BATT INSULAr ION 12" CD× PLYWOOD BASE PLATE (2) 2X4 TOP PLATE U2" GYP lSD. I BATT tNSUb~,TION 2XIO ROOF @ I 6" O.C. INSULATION 2X I 0 CEILING JOIDT5 @ t 6" O.C. S I/2" PLt'WOOD SUB FLOOR ~_2X I 0 FLOOR JOIST5 @ I 6" O.C. SAW CUT ~XIST, 5LA[~ FOR NEW GARAGE DOOR OPENING L EXISTING FOUNDATION WALL TO REMAIN ~XIST 5LA~, ON GI~ADE 7 /, INFILL E,~IST. FOUNDATION WALL QFOUNDATION PLAN SCALE' I/4"= ILO" L D(IDTING FOUNDATION WALL TO I~:MAIN · · L__J r-- 1 E(3)2xio ~--3 L _ _J L _ J --4-$ L J d d © NOTE: ALL EXIDT. I ST FLOOR FRAMING TO P~MAIN CEDAR 5HINGLd5 OVER I 5# FElT FRAMING @ I G" O.C. GYP. GRADE - DAMP PROOFING FOUNDATION WALL 5XIG CONC, FOOTING WALL SECTION HUGO GIANNOTTI AND A550CIATE5 BsIIporb, New York I I 7 1 3 DI~L~Y REDID~NC~ "'~'WALL SECTION/FOUNDATION P~N ~.Y. 15TFLOOR ,*MAY02 ~NOTED A--~G Table 3.3. Nailing Schedule DSPISSPISPISPHIRSP4 Stud Plate Ties SP1,2, 3 and SPS' drive one stud nail at an angle through the stud into [he plate to achieve the fable road (see illustration) Allowable loads have been mcrea sod 33% and 60% for earthquake or wind loading, no further fncrease allowed Reduce where other loads govern Typical SP5 installed (1) Typical RSP4 Stud to Single Bottom Plate U S. Patent 5,697,725 Typical SP2 Installation 10dxl~'~filLS I ¢.~CH ~DE OF ST~D Ft F2 Typical SPH4 Stud to ~ Single Bottom Plate . " (2) Typical RSP4 Stud to Doubple Top Plate f LSTA and MSTA (pilot holes not shown) LTP4/A341A35 Framing Angles & Plates The LTP4 Lateral Tie Plate transtsm shear forces for top plal~to-dm joist or blocking connections Nail holes are spaced to prevent wood spliffing for single and double top plate applications, May be installed over plywood sheathing The A35 ancber's exclusive bending slot allows ihstant; accurate field bends for afl twin and three-way ties, Balanced, completely revemibie design perroits the A35 te secure a great vadeb/of MATERIAL: LTP4-20 gauge; all others-18 gauge FINISH: Galvanized. Some products available in stainless steel or Z MAX, see Corroslofi_thfor_mation · Use all specified fasteners See C-~0eral N_otes · A34~Jse 8-8dxl 1/2" nails · A35-Use 9-fidxl 1/2" nails for connection types Al, E, Cl · LTP~-Use 12~dx%1/2" nails. CODES: See Code Listing Key_Chart. CS/C:MST Coiled Straps LTP4 CMSTC prowdes nail slots for easy installation and coined edges for safe handling CS are continuous utility straps which can be cut to length on the iob site Packaged in ~ghtweight (about 40 pounds) c~rtons FINISH Galvanized. Some products available in Z4VlAX, contact factory INSTALLATION. Use all specified fasteners. See General Notes · Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. · Refer to the applicable code for mln[rnum nail penetration and minimum wood edge and end distances. · The table shows the maximum allowable loads and the nails required to obtafn them. Fewer nails may be used; reduce the althwable load by the code lateral load for each nail subtracted from each end · CMST only-Use every other tdangle hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing waod does not tend to split. · For lap slice info.alien, ~quest Technical Bulletin T~MST, CODES- See Co.de L]sfi_n~ey Chad filcdel Te~ion Load~ CMSTC16 ! CS16 ; CS20-R ~2 clear spa~ + 1~ 14-Bd I/t'"l,? Il ttZ I¢'f A34 A35 JGauge stamped on part for eesy Identification Typical CS Installation as · Floor-to-Fleor Tie (CMST requires minimum 2~2x ~tuds) 1}',," ] 341. I 1~7 LTS/MTS/HTS Twist Straps Twist straps provide a tension connection between two wood members. They resist uplift at the heel of a truss economically. The 3" bend section eliminates Interferer~ce at the transition points between wood members. MATERIAL' LTS~18 gauge; MTSo16 gauge, HTS-14 gauge. FINISH. Galvanized. Some products available in stainless steel and Z-MAX; see Corrosion Information. INSTALLATION: Use all specified fasteners. See General Note~s. CODES: See Code Lis_tth~fiLKey C_ha~. LTS12 (other sizes and MTS similar) MTS30 i~'-'~ ~'~ 'i~---~- 720 ~--86S Bl~l~ 12~4-1~ 14-1~1~ 3116 .1~ J~ 1~ ~0 J7~ e6oi ~_~l~ ~14-1~ 1~1~1~ 3116 1~ , ~ t~ ~o 7~ ~ 3,41.128 M]S2O ~j14-t0d 14-10~ 3116 t0~ ~ I~ ~0 7~ ;~' 2~14-1~ ~4,1~ 3116 ~ ~ZO 1~ ~0 mS~4 ~-1~ ~4-t~I~ 4~ 't~. 14~ I~ 1245 15, MTS30C