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HomeMy WebLinkAbout36793-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/24/2012 CERTIFICATE OF OCCUPANCY No: 35843 Date: 7/24/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 280 Pinewood Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 110.-2-15 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/21/2011 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of tlae law. The occupancy for which this certificate is issued is: alterations and additions, including first and second floor decks and first floor covered porch, to an existing dwelling as applied for. Lot No. filed in this ofliced dated 36793 dated 11/2/2011 The certificate is issued to Kotylak, Dorothy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 7/12/12 36793 7/23/12 Walter Marczewski Authoiqzed Signature Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/30/2012 No: 35849 Date: 7/30/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 280 Pinewood Rd, Cutchogue, SCTM #: 473889 Sec/Block/Lot: 110.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/21/2011 pursuant to which Building Permit No. 36793 dated 11/2/2011 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: addition to existing unheated accessory garage as applied for per ZBA 6529, dated 1/19/12. The certificate is issued to Kotylak, Dorothy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36793 7/23/12 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 #: 36793 Date: 1112/2011 Permission is hereby granted to: Kotylak, Dorothy PO BOX 184 Cutchogue, NY 11935 To: construct additions & alterations to an existing dwelling as applied for At premises located at: 280 Pinewood Rd, Cutchogue SCTM # 473889 Sec/Block/Lot # 110.-2-15 Pursuant to application dated To expire on 513/2013. Fees: 10/21/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLiNG - ADDITION OR ALTERATION CO - ADDITION TO DWELLiNG Total: $1,247.60 $50.00 $1,297.60 Building Inspector Form No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPA~NCy This' application must be filled in by typewriter or ink and submitted to the Building Department with the folhisving: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, propon'y lines, streets, and unusual natura} or topographic featutes. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0fFire Underwriters. 4. 'aw.om statement from plumber ce~fying that the solder used in system contains less than 2/10 of 1% lead. 5. Commer~al building, industrial building, m~ltiple residences and similar buildings and installations, a certificate of Code Compliatme'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) ~ion-conforming us~, or buildings and "pre~existing" land uses." 1. Accurate survey of property showing all property lines, streets, building and unuswil natural or topographic features. 2. A properly ogmpleted appiicati0n 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. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swinuni~g PO01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. ce[tifieate of Occupancy on Pre-existing Building - $100.00 3_ Copy of Certificate of Occupmacy- $:25 · 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate et-Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: D.~'O House No. Owner or Owners of Property: ~ 0i2._O Suffolk County Tax Map No 1000, Section Subdivision ~ ~ P~mit No. Henlth I)~pt. Approval: Planning Board Approval: Request for: Old or Pre-existing Building: Street Temporary Certificate Date of Permit. Date. (check one) Block .2_ Filed Map, Applicant:. Underw~em Approval: Final Certificate: ~/ Hamlet Let (check one) Foe Submi,ed: $ ',.~- ~ J ~'pplicani ~tff. ata'ture Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, richert~town southo d ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kotylak Address: 280 Pinewood Road City: Cutchogue St: NY Zip: 11935 Building Permit #: 36793 Section: 1 10 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc LicenseNo: 3677-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Bacement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service I ph 2~200aI Heat Service 3 ph ~ Hot Water Main Panel NC Condenser Sub Panel AJC Blower Transformer Appliances Disconnect Switches Other Equipment: INVENTORY GFCI Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock Ceiling Fixtures ~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~_~ Pumps Emergency Fixtures~J Time Clocks Exit Fixtures [~ TVSS 200a overhead service, 4-exhaust fans, 1-paddle fan, 3-ARC fault circuit breakers 1-steam room-30a Notes: Inspector Signature: Date: July 23 2012 61-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF 8OUTHOI,~ CERTIFICATION Date: Building Permit No. Owner: Plumber: (Please print) (Please print) · I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of ~ L~0. ~ , - Notary Public, State of New York NO. 01T06190696 Qualified n Suffo k Counb? Commissioe Expires lul¥ ?? 'm[ ~. Notary Public, ~ t~ ~ I {~Jounty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~]~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FO/UN/DATION 1ST [ ]ROUGH PLBG. [ [ /,,]/FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ 1 FIRE RESISTANT CONSTRUCTION [ 1 FIRE R~IT~ PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL~IR'iCA). (FIN-AI~ REMARKS.- ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION --~[ ~RAMING~~-~ [ ] F,NAL ~ [ ] F,REPLA & C~.~JlNE~ [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ~_///~//~ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONS[RUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [- R~ouGN PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION []ELECTRICAL(ROUGH) []ELECTRICAL(FINAL) REMARKS: / ~/~~~;~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~UNDATION 2ND [ ] INSULATION ~~ING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]F~ERE.STANTCONSTRUCT~N [ ]~RERES~ANTPENETRAT~N REMARKS: /~~ ~ / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.t 802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ~ ~¥'~- ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [Y~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ~)(~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ROUGH PLBG. INSULATION FINAL [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ?~-/~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '[ ] ELECTRICAL (FINAL) REMARKS: DATE ~' f/~ "'"/"~'- __INSPECTOR__~rT~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR~SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [i/~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R._.OUGH) [ ] ELECTRICAL (FINAL) REMARKS:~ DATE 0~/~/~//~--- INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) DATE '~ ~-'~- /~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~=J. ECTRICAL (FINAL) REMARKS: DATE I NSPECTO _F~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROU/~ PLBG. FOUNDATION 2ND [ ]//INSULATION FRAMING/STRAPPING [/] FINAL FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ( ) ELECTRICAL (FINAL) REMARKS:~___/_~. DATE ~"")/!~'/ INSPECTOR · TOWN OF SOUTHOLD BIJI LD.~NG DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net PERMIT NO. _ff (~ 7? 3 E×anlined /f/L. ,2otl Approved Disapproved a/c [~xpiration Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: ~,pa'~' Ig_.o~ Mail to: APPLICATION FOR BUILDING PERMIT Date OCT'- )..o .20 tk INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to tile Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of bnildings on premises, relationship to adjoining premises or public streets or al'cas, 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 tile applicant. Such a permit shall be kept on tbe 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 tbe date of issuance or bas not been completed wlthin 18 months from socb date. If no zoning amendments or other regulations affectiug the property have been enacted in the interim, the Building Inspector may antborize, 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 tile issuance ora Building Permit pursuant to tile Building Zone Ordinance of the Town of Southold, Sufl'olk 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. Tile 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 fbr necessary inspections, '-(Sigii~ure ofapplic~ or name, ifa corporation) (Mailing addres~of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 2Po dly -- (As on the tax roll or atest If applicant is a corporation, signature of duly attthorized officer (Name and title of corporate officer) Builders License No. MS'~3 0 ~ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop, osed work will be done: House Number Street HamleM County Tax Map No. 1000 Section //O Block ~ Lot Subdivision ~ ~ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~t~,,¢c~: C--q'w~ (z~.~O'Ja'~ b. Intended use and occupancy 5J~m,~' 3. Nature of work (check which applicable): New' Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of d~velling units t( If garage, number of cars ~.- ~ Addition Other Work Fee t.,/" Alteratk)n ~ (Description) (To be paid on filing this applicatiou) 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 8. Dimensions of entire new construction: Front Rear .Depth Height Number of Stories Rear 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 1 l. 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 NOI/Will excess fill be removed from premises? YES ~,,/NO 14. Names of Owner of premises Name of Architect Name of Contractor gr4h~Address Address Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshxvater xvetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below', must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) S"/~-WI~P~- ~.4/~ }~t'~ beingduly sworn, deposes and says that (s,he is the applicant (Name of individual s~gning contract) above named, (S)He is the Ol,{/t'/¢,lr" (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 aud file this application: that all statements contained in tbis application are tree to the best of his knowledge and belief: and that the work will be perfbrmed in the manner set tbrth in the application filed therewith. Sworn to before me tiffs N~, day of ~> ,,~x.~.- 20 ALICIA WAL~R qZ;~x,..~.~s,~ Notary Public ~uali~ ~mi~ - ~ SignatCf Applicant w Town Of Southold  Erosion, Sedimentation & Storm.Water Run.off ASSESSMENT FOR~" F~R~ERTY LOCATION~. S~ O~WO~ ~~ ~~} · ~.~) ~~. · 4 ~b~ ~e ~ng ~ ~, ~ C~ic Ya~s of Material ~in-~y E~an~ ~ ~ ~F~e ~ S~? Is ~ ~ ~n ~eT~te~j~ DEC ~PP~ d~ (I)~ ~; 1.~~s~.~ Su~ ~ ~ ~ Di~ ~W~ R~ V , ~.A~ o~o~ co~ ~ ~t h~she ~ ~or ~t ~ ~ S~m to ~forc me ~s; N~bhc: ~ ~- ~ . .. FORM - ~R/1 ,x Public, New York No. 0lWA6153064 Qualified in S~ffoik County Commi~en Expires Sept. 25, -~ ~.,A BUILDING DEPARTMENT APPUCATION FOR ELECTRICAL INSPECTION JOI~fTE tNFORMATfON: (*fneticates require~ information) 1000 8eallon: ,,I,t o Lot: ~ Vau a~e¢ a Terr~ C, eflffimte: Date: To: Re: JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 October 27, 2011 Town of Southold Building Dept Septic Inspection Kotylak 280 Pinewood Rd. Cutchogue, NY 11935 To Whom it May Concern: This letter certifies that the existing Septic System is consisted ofa precast 1000Gallon Septic tank and 2- 8' x 6' precast leacl~ basins. The system is in good working order and functions properly. Any question~to call. J~------~/Deerkoski P.E. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 16, 2011 TO: Stefan Kotylak P O Box 104 Cutchogue, NY 11935 Please take notice that your application dated November 9, 2011 For a permit for an accessory garage addition at Location of property: 280 Pine Wood, Cutchogue, NY County Tax Map No. 1000 - Section 110 Block 2 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed accessory garage addition is not permitted pursuant to Article III, 280-15 which states: "In the case AC District & Low Density Residential R80 .... Districts, accessory buildings & structures or other accessory uses shall be located in the required rear yard, subject to ...' C Such buildings shall not exceed 660 sq. fi. on lots containing up to 20,000 sq.fi. The site plan indicates the proposed addition to an accessory garage measures 848 sq. ft. BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard R Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 19, 2012 ZBA FILE: 6529 NAME OF APPLICANT: Dorothy and Stefan Kotylak PROPERTY LOCATION: 280 Pine Wood, Cutchogue NY SCTM# 1000-110-2-15 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel contains 14,929.5 sq. ft. and is improved with a single family dwelling and an accessory one car garage. It has 100.00 feet of frontage on Pine Wood Road, 150.00 feet along the southern property line, 100.08 feet along the western property line and 147.23 feet along the northern property line as shown on the site plan dated November 9, 2011 prepared by MCH Design Services. BASIS OF APPLICATION: Request for Variance from Article III, Code Section 280-15, and the Building Inspector's November 16, 2011 Notice of Disapproval, based on a building permit application to construct an addition to an accessory garage, at: 1) more than the code required maximum square footage of 660 sq. ft. on lots up to 20,000 sq. fi. RELIEF REQUESTED: The applicant proposes to construct addition and alteration to the existing accessory garage with a total square footage of 848 sq. ft. where the code allows a maximum of 660 sq. ft. on lots up to 20,000 sq. ft. FINDiNGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 5, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be tree and relevant and makes the following findings: 1. Town Law §267-b{3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new enlarged garage will match the architectural character of the existing residence and is in keeping, in both size and appearance, with other homes with detached garages in the neighborhood. Page 2 of 3- January 19, 2012 ZBA File#6529 - Koiylak CTM: 1000-110-2-15 2. Town Law §267~b(3)(b)(2}. The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant seeks to expand an existing detached garage with a modest addition in order to allow room for another bay to park a car and store some lawn equipment. If the applicant were to be made to comply with the existing code requirements he could build a completely separate building in a conforming location of his property and keep the existing garage. 3. Town Law §267-bO)(b)(3). The variance granted herein is mathematically substantial, representing 28.5% relief from the code. However, if the applicant were to construct an additional building in a conforming location of the lot the result would be that a major portion of the rear yard would be devoted to driveway space to allow for the ingress and egress of any vehicle using this new structure. The board agrees with the applicant that the current location of the garage with the proposed addition would allow for better use of the rear yard. 4. Town Law §26%bO)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant will be required to maintain drainage on site as per code 5. Town Law §267-b(3)(b}(5). The difficulty has been self-created, in so far as the applicant is requesting to increase the size of the existing accessory garage beyond the maximum permitted by code for his lot size. However, granting the variance as applied for would eliminate the need for an additional building on the property. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT, the variance as applied for, and shown on the site plan dated November 9, 2011 prepared by MCH Design Services and architectural drawings labeled sheets 2-4 dated November 9, 2011 prepared by MCH Design Services. Subject to the following conditions: Conditions: 1. Garage shall remain unheated. 2. Garage shall only contain the utility of electric. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Page 3 of 3- Jantla~ 19, 2012 ZBA File#6529 - Kotylak CTM: 1000-110-2-15 Vote of the Board: Ayes: Members Weisman (Chairperson}, Goehringer, Schneider, Dinizio, Homing. This Resolution was duly adopted (5-0). Leslie Kaneg Weisman, Chairperson Approved for filin~/o~d /2012 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, N Y 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 10, 2012 Dorothy Kotylak PO Box 104 Cutchogue, NY 11935 Re: 280 Pinewood Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Itema Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ~ ~:~;trical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. / J Plumbers Solder Certificate. (All permits involving plumbing after4/~7 ' ,~ ~ ~' Trustees Certificate of Compliance. (Town Trustees # 7§5-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36793 - Addition/Alterations II ~q TE FA.N 'K OT"r' LAK -O'= I" OTTO ~4 ~ H 6311298-2250 N 65°40'10" E 147230' ' - C / SEE DECISION ~ D~WN BY: MH  ~o~.~ '*~q ~ S~LE: SEE P~N 1" = 20' N 65°40'10" E 147230' D STY 220' S 65°40'4" W 150.OOO' M P, H 4;/ '', ~...~~~~ k ~ ~ ~: FRONT EL~ATION ~ ~ove ~r 00~ 2011 SHEET NO: RIGHT EL~ATION ~Cfi: 1/8" = 1'-0" M ~ H (631 ) 298-225(] O ~EA~ ELEVATION ~'~ ~ ~ ~ s~LE~ ~8,,: ~,-o,, <~ D~WN BY: HH ~ ' Nove ~r 00, 2011 m - S~LE: SEE P~N SHEET NO: LE~ ELEVA~ON S~: 1/8'* = 28'-0" ---~--~, M r: H ~ ~ (631 ) 29~2250 ' 5 ' ' o " ! ,~ ~ I [ , ~ ..... ~~ . m ' ~ ~ Nove ~r 09, 2011 , ~ .... , _, = S~LE: SEE P~ 5 ,' ,'_ _~~ ~ ~,~ ~z-o" .~ SC~k[: 1/4"= 1'-0" N 65°4010" E 147.230' 8'dia, X 6'deep DRYWELL >' - ~ ' 36.5' D '~ lo.o' ( i PORCH ,',,. - 28.O' ~ ~, ¢ 1 5TORY GAUGE .~ , ADDI/ION o~ ~, DR~ELL ' ''"'" ,I ASPHALT DRIVEWAY PLUMBING ALL CONSTRUCTIO~ bdAL MF~Tol~'L phone: (631) 298-2250 e-malE S 65°40'4'' W 150.OOO' RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. \ SITE PLAN SCALE: 1" = 10' P[ROPERTY: 14929 5 SC~ E)XiSTING HOUSE; 968.0 SO` F~ 6,5% HIOUSE ADDITION: 1833 8Q F~ P, IEAR DECK/PORCH~ ~ FT ~1~ FI~ONT PORCHr 253 SO. FT D,2% E)XISTING GARAGE: 450,0 SO. Fl ~o% 3~ARAGE ADDITION: 3980 SO. F% )-,7% TOTAL: 2376.6 SC~ FT 16.O% OCCUPANCY OR USE IS UNLAWFUL WITHOf. Il' CF~T!F. CAT~ uF £,u,L:, E', ,,'.,:.-'~ O DRAWN BY: MH October 0,,3, 2011 SCALE: 1 = 10' SHEET NO: PLUMBER CERTIFIC~A TION -00 ~ ONLEADU' ';' '- ~EFORE I ~"~ CERTIFic; ~ 7,- C;, ~r:,udPANCY ~ ELECTRICAL ~ O INSPECTION R~QUIRED ' -- ~T~ sUI~ING DEP~mENT AT 765-1802 8~ TO 4 PM FOR THE FRONT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" M r, H wv~v.mchdesianservices.gOll phone: (631) 298-2250 e-mail: mlchael@mchdesignser~ices.com Z © DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" SHEET NO: REAR ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION SCALE: 1/4": 1'-0" M r, H phone: 63i) 298-2250 e-mail: michael@mchdesignservlces.com Z 0 DRAWN BY: MH Jctober 03, 2011 SCALE: 1/4" = 1'-0" SHEET NO: 28'-0" bt B H FOUNDATION PLAN -~ ~-0" SCALE: i/4" 12'-O" 24'-4" b 7'-10" T-8" 7-10" 6II 5,_7~£,, flYPICAL) EXISTING BILCO TO BE REMOVED NEW COLUMN'F ~ ........ i w/3OX3OX12 FTG~Gt ~ ........ { EX {~) 2X8 GiRDeR , , , ~TYPICAL) NEW COLUMNI w/~ox]ox~,~ ~....., 5'-11" EX, (3) 2XB GIRDER NEW COLUMN 30X3oX12 FTG, 16'-10" I I NEW BILCO [VIF) esi erv' S.CO phone: (631) 298-2250 e-mall: mlchael@mchdeslgnservices,com Z 0 0 DRAWN BY: MH 28'-0" 6'-O" 6'-O" 12'-O" 1ST. FLOOR PLAN SCALE: 1/4" = 1LO'' (2) 1-3/4X9 1/2 ML HEADER D T~V3046-2 REPLACE EXISTING STOOP ADD OVERHANG 6'-2" 5'-10" 25'-4" u DECK POST FJ @16"OC COVERED PORCH LNDRY. RM, PANTRY. 7'-5Y~" (2) 1-3/4X9-1/2 ML HEADER KITCHEF 11'-7Y~" (2) 1-3/4X9 1/2 ML HEADER. Z O ,/ M B H Design Services phone: (631) 298-2250 Z 0 0 DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" SHEET NO: M B H ,< 36'-0" 32'-0" · 3'-10~,~'' · 2'-3" , 2'-8" SAUNA 5 11'-6" f 7'-6~/4'' f 4'-1Y2' 2OU5,, 3oX3o DECK EX~ ^CQ POST---~_---_-:_-=.~-_~_~,~.~-:_~_---_-:_~_---_~_---~ ~ ~ ........ \ \ ~AREA 2u8" ~ 14 ML HEADER / / / BEDROOM No. 4 3EDROOM No, 3l 5'-2y?~ TW3046-2 [, 4'-0" 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" 12'-6" 36'-0" .~ 4'-O" 8'-O" / × phone: (631) 296-2250 e-mall: Z 0 DRAWN BY: MH October 03, 2011 M P, H www.mchdesla nservi~,gQm al/ 831) 298-2250 e-mail: mlchael@mchdesignservlces,com ' STORM WATER MANAGEMENT DETAILS Z (1) 8'dia., 4'deep D~ELL (169 cu. ~.) HOUSE ROOF AREA SQ. ~.:: 1449.9 SQ. ~, , ~ ¢/ (1) 8'dia., 6'deep DR~ELL (253.5 cu. ff.) ~o~o ~ ~ , SIGH'FrONT Rink FOR ~EMENT SEEPAGE OR FLOODING, ~USE SUR~AL ' ~~1~1 ~~~=/'¢~ ~AO FLOODING OF GROUNDWATER, OR INTERFERE W~H THE OPE'~ON OF SUBSURFACE ~ *' '' ~ ' 0 DRY WEL~ MUST BE LO~D AND CON~GUREB WHE~ THEIR 60N~AU~ON ~ ~ I I ~ t2 '~ FO' DRY WEL~, PROTE~ON OF 'E 'UBG~DE SO'~ ~0" COMPA~ON BY ROOF -- CORDONED OFFTO PR~ENT CONSTRU~ON mUIPNE~ AND ~OCKPILED HATEm~ S~LE 1/4" = FRO~ COMPA~NG THE SUBG~DE 50I~, DU~NG DRY WELL CON~U~ON, : ~_, BE P~CED OUTSIDE THE LIM~S OF ~E DRY WEL~ TEMPO~LYORPERMANENTLYD~NTOTHEDRYWELLA~AB]~ED.~m OGEE GU~ER - STANDARD 5" ~ CHIMNEY AND ~R~L~O~GE DURING OTHERS~ECON~RU~ONA~V~,SIMI~RLY~ 1). ~ECU'O"',~: ~ ~'/ D~WN BY: MH ACCUMU~TED SEDIMENT ~N ~EN BE REMOVED W~HO~ DI~RBING THE A). CLaN SU~ACE ~OAOUGHLY P~OR TO IN,ALan:ON. ~F ~Ry W~L~ CO,STRU~ON ~NOT,E ~YE~ U,~L ~ ~AG~ ~R~ ~S ~A~S ~H ,~OTE~ ~C~ ,~,T. ~"OC ~ONE .LL AGGRE~TE SHOULD BE P~CED IN ~S AND CONPA~D USING P~TE a),COPPEE/L.D:F~HANDSOLDERG~E~TO~WNS~UTSAND F.N~ONAL ~FE OP A DRY WELL WH'LE GE~LLY NOT A S'GN'F[~N' SOUR6E OF 60NNE~ON WATER~GHT. : : BOXED IN [[ ,,~ O (631) 298-2250 'I I ~o e-mal~: , i ! michael@mchdesignservlces.com ~AL B __5_/~I'I D_~I(IN~? OVEJ~ ~' AC SH~THING ~ ~ ~1 ,' II II II II II II II II II II II IIII ~ I1~,~ ~oF - u ~ I I II II II II II IIIII1~' ~~s~s~, s,~,,~s~s~. J .' . II II II II II I1~ ~ Z ~x, ~.~ ~.,,,o~ ~ ~ ~ ...... .. (ALT Pq ', ~"x]~"xu" ~ I/I ~ I,%-I .................. ] ~~ SE~IO~ A-A -'"'- ~ ED IN) ~ I SECTION B-B S~k~: 1/4" = 1'-0" ~'~ ~ -- , O~ober 0~, 2011 ~ ~ SC~kfi: 1/4"= SHEET NO: PLUNB]NG SCHENAT[C ~"x~" co~c ,.-. SECTION C-C ,~,,~ ~,~ S~LE: Z/~" = ~'-0" NYS ENERGY COMPLIANCE NOTES 9/INDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: PLUMBING AND ELECTRICAL: HEATING, VENTILATION AND AIR-CONDITIONING {NVAC) FOUNDATION: FRAMING: INSULATION: ,Generated by REScheck-Web Software Co,mpliance C,ertificate 4 2010 He~ ~ert Em~j~ CeasLqva6ae Cm~sbuMion Cede $ul~k Coup(y, New York Flo~r: ~-W~xl Jeld~ Ova~ ur, e~n~. ~ lla;~ ~.,B g.'B '6 R,a~x't a,a~: IB53i'1 ! M r, H Design Services phone: (631) 298-2250 Z © DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" SHEET NOt JOIST DETAILS EXTERIOR DECK ATTACHMENT WEB STIFFENER ATFACHMENT Top rlan~e BEARING AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP-LOADEDII BEAMS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES orH2) ELEVATEDCOLUMN COLUMNBASE BASE INSTALLATION TiPS Use BI or B2 at load bearing orshear This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES - TJI Joists Table A - End Support E SIZE ,o I,:~::1 ,:~:1 ,'-o:1 ,:~::1 ,I~iJ'mi.r~.'iiI I i.I I r I i:~:l ml~4imi~ ~I~I~,l'~ill~'-oImh4:~I? II I I Intermediate or Cantilever Support HOLE SIZE ...o I,,J,,~,,l~,~,,l~,J,~!,,,.oJ,.,,I I I I,,.o,,[,,~.l~,J,,~,,I,.,,I,,,.o.,,.~,, ALLOWABLE HOLES - Beams and Headers _ _ TJI JOIST A~rACHMENT at BEARING Squash BIock~ to TJI Joist (Load bearing wall above) Rim to tJI Joist BEAM ATTACHMENT at BEARING DO NOT allow workers to walk on Joists unE, I braced. INJURY MAY RESULT, WARNING M C H phone: (631) 298-2250 e-mall: Z O - rtl 0 DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U6E THE FOLLOLUIN~ AP~IO~/ED U6P METAL ~ONNE~TO~I6 FOR PROPER ~IND RE616TANT a ~OOD ~ON6T~U~TION. FOLLO~ MANUFACTURe'6 RECOMMENDED IN6TALL~TION IN6TRU~TION5 TO A~WIEYE MAXIMUM UPLIFT LO~O ~APACITY, KING STUDS ~ ~ ~ ' ~ ~FTER ~ WALL STUD - ~ ~.mchdesionse~ices.com ~ --ENDWALL CRIPPLE STUD ~~-~ BOSOM P~TE ) ,hone: ~~~ ~ . / mlchael~mchdeslgnse~ices.mm SIDEWALL~~ _ RAFTER JACK STUDS ~ ~LO0~ USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OZSTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION .OCATION USP NUMBER DESCRIPTION APPLICATION ~FTER SIZE USP NUMBER DESCRIPTION APPUCATION SUPPORT EACH ~ALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT, PLATE OF 2ND FLOOR AND TOP ~O~ST DIRECTION W~TH (2) ~OZSTS, UNDER WALL. 2ND. ADS5 ANCHOR P~TES OF 1ST, FLOOR. CONNECT THROUGH ~LL OPENINGS LSTA12 1-1/4"x12" 2Oga. STRAF APPLY TO EACH JACK STUD ROOF LST~4 1-1/4"x24" 20ga. ST~F APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER &PPLY TO EACH RAFTER / LEDGER FOR ~O[ST NOT D[RECTLY UNDER PARALLEL ~ALLS, PROVZDE THE FLOORS TO EACH OTHER W/THREADED ROD, ALL OPENINGS RT3 OR RT7 ~DOWN ANCHOR APPLY TO ~CH CRIPPLE STUu 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER BLOCKZNG WALL STUB ~ ~~ THROUGH-ROOF EXHAUST VENTS SELECTED AND ~ / ~~O~T[D gY ~ONTRA~TOR METAL STRAP ~ CRICKET AT TOP-SIDE OF VENTI~TION ~HANNEL SILL PLATE(S) ()~, WALL SHEATHING R~FTER6 H~NTAIN ~ ~ ~ VENTI~TION WOOD JOIST ~ STAPP~NG TO BE ATTACHED TO WALL STUDS ~4g"O~ ~ / / AT ~ALL -- HA[~TA~N GAP ATTIC SHALL BE PROV[DED ~H A ' ~ FASC~ AND ALL WINDOW/DOOR OPENING ~ACK STUDS ~ /~/ BETWEEN WALL FZN,SH AND H,NZHUH NET FREE VENTZ.TZNG AREA FLOOR JOIST DEPTH USp NUMBER DESCRIPTION APPLICATION //, / /~/ ROOFING TO AVOID SOA~[NG WALL STUD THENOT LESS THAN ~/ASO Of THEAREA OFSpACE VENTILATED All OPENINGS ~.~_ - -u'er WOOD GiRDER~ 4" - 8" lSTA24 1-1/4"x24" 20ga. ST~P AND JACK STUDS ON ALL OPENINGS ~ ~ / /~ / PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ........................... ' ~ / // /~ / FLASHING TO FOIRH CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF ~ INCH [N D~HENS[ON. 50FFITED E~¥E INSTALL 4'0" O.C. ~/ /~/~ ~ AND SO AS TO H~NTA[N AIR CONNECT TO 8,,. 14, LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ~ ~ / // '..~~ GAP TO PREVEN~ CAP~L~RY 4,, _ 6,, ~FTER RTl 0 10-3/4" x 18ga. ~DOWN ANCHOR EACH ~FTER PROVIDE ~LOCK[NG BETWEEN ~O[STS THAT ARE SP[CED AND ON ALL OPENINGS 14" - 16" LSTA36 1-1/4"x36" 18ga. ST~P AND JACK STUDS 8" - 12" ~FTER RT20 ~1-1/8" x 20ga. ~DOWN ANCHOR EACH ~FTER 50FFITED LAME DETAIL ON ALL OPENINGS G N~LS OUT ~FTER ~ ~ ~/ ~ BASE FLASHING ~RAPS CORNERS, RIDGE CAP OF SAME HATER~L AS ROOIFZNG ~ TOP PLATE - GIR - SIDE 4LL FLASNIN 1 ST. FLOOR WALL STAPPZNG TO BE ATTACHED TO WALL STUDS ~4g"OC FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKE~ -- pROVIDE NEMM~ EDGE5 60 INSTALL 4'0" O.C. A5 TO FOR~ DRAINAge CHANNEL5 AND ~/ 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS pRE~ENT CAp[LLART ACTION LOCATION USP NUMBER DESCRIPTION CONNEcTAPPLICATIONEAcH R~DGEPRE-HANUFACTUREDvENT FOLDS FRoHKEEP SHEATHZN~pEAK TO ALLOwH~N' t-t/2"FREE ALL ~OZSTS CONNECTEDTHE PROPERTO A FLUSHsTEELHEADERcoNNECToR.TO BE SUPPORTED ~TH ON ALL OPENINGS ~FTE~PLATE RTl 5 ~DOWN ANCHOR RAFTER TO P~TE OVER R~DGE TO AIR PASSAGE ZF ABLE, SET F~R ~O~STS APROX. [/2 HIGHER THAN LVL HEADERS INSTALL 4'0" D.C. CONNECT OVER CONFORH TO SLOPE TO ALLOW FOR SHRINKAGE. ~ REDUCE BUHP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. ST~F AND JACK STUDS P~TE/WALL SPTH4 STUD P~TE ANCHOR ~TES TO ~CH STUB OF ROOF ON ALl OPENINGS~ ~ CONC. S~ ~ V; ' ' ~OLTED TO 5TELL B~H ~IT~ ~P. CONC. FOUNDATION 6 MIL POLY ~ ~ ~, ~ ~ CONC. SLAB ~ ~. ~~1 ~:~ N ~ ~ ~ ~ KEYWAY FOOTING '> ~ CONC. FTG. - '~ ' ~'~ ' / >' -~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SZDES AND TOP , ~/2Il ~ , : ~ (USP LBPS58 OR BP583) ~ II .O,T ¢ ¢ (C~WL SPACE OR FOUNDATION) 1 STORY 72" DC TT~lO~L BE~M DETAIL SILL P~TE TO FOUNDATION 2 STORIES 36" DC-- % STEEL / ~OTTO~ WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOSOM P~TE TO FOUNDATION (S~B-ON-G~DE) 1-2STORIES 57"OC ROOF JACk5 ~ ~ENT5 DETAIL I I ~ -DO0~ f~A~[ I, ,I . I //// D WN BY: HH COMPACT FILL ~~ /'~ ~00~'/// USE 2X¢ ',, 4" i rD..CookOUT = / X . ' O ober 03, ion ~ P,T, P~TE-- '~ ~~ 4"DRIY~A~ NOTCH ~OIST AND AO~UST HEIGHT AT END AND , ~ ,~ '. , ~ {WITH A N~LING P~TE If NEEDED} · , , , ', ', S LE:i/4"= ~~,~ ~ _>,~ ~ '>' ~., ;.; STEELBEA, TO ALLOW FOR SHR'NKAGE 12" ~ > ,~ '> >~ ~ - ~,~ ~'~ ~'~ 4'/~ ' ~ NOTCH BEAN FOR HUDSZLL ZF REGUZRED -- ' ?:[ 4 ~ REINFORCING BAR ~ :: NOTCH EQUALS I/, BEPTH OF BEAH [~ . _ ~ . ¢ REINFORCING BAR ~ SHEET HETAL / 30~ FELT UNDER BEAN AT POINT = STEEL BEA~ REINFORCE FOOTING WITH (2) e4 REINFORCING BARS. -- 3'BEA~MINIMUMpocKETSEARING SURFACE FOR WOOD BLAH GARAGE DOOR 5LOCKOUT ~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOBING OR APPf~OVED USP METAL CONNECTOR5 FOR P~OPE~. BIND ~ESISTANT CONSTR[UCTION, FOLLOUJ i'1ANUFACTU~E'5 ~ECOMMENDED INSTALLATION INSTI~UCTION~ TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, WOOD JOIST-- ~~. MAXIMUM ~TAIFR t~~ HANDRATLS 1-1/2" SPACE MINIMUM RIDGE-TO-RAFTER CONNECTION BALUSTERS HANDRAIL CONNECTION 4" D~A. MAXIMUM ~DECKIPO~CN f~AILIN~ CEILING JOIST TO BLDG, CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" D~A, BOLTS @16"OC WTFH WASHERS FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM ]OIST / BD. FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW 1/2" DIA, LAG BOLTS W/WASHERS @16" CC 2x JOISTS DECK/PORCH LEDGER CONNECTION LOCATION USP NUMBER ,D,.ES,C. RIPTION APPLICATION RAFTER TOP PLATE WALLSTUD RAFTER TO PLATE/STUD CONNECTION B LOCATION 4" - 6" RAFTER "- 12" RAFTER JSP NUMBER DESCRIPTION APPLICATION ~ CONNEC'r TO EACH RAFTER JOIST RTl0 10-3/q" x 1Sga, TYDOWN ANCHOR I CONNECT TO ET20 21-1/8" x 20ga. TYDOWN ANCHO~ EACH RAFTER SPLICED JOISTS OVER HEADER/GIRDER WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL IOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE~ SET FIR .10[STS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRZNKAGE. BLOCKING SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOC~NG BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTLO TYDOWN ANCHORS WOOD GIRDER LEDGER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING d/2" D~A. BOLTS @16"OC WITH WASHERS RAFTER SIZE USP NUMBER DESCRIPTION APPLZCATION 2x6-2x8 LS26 18ga. SLOPE HANGER, APPLY TO EACH RAFTER / LEDGER 2X10 L~210 LEga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD PLATE/WALL JSP NUMBER RTl5 SFTH4 DESCRIPTION APPLICATION CONNECT EACH TYDOWN ANCHOR RAFTER TO PLATE STUD PLATE ANCHOR PLATESCONNECT TO EACH OVER STUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTiON APPLICATION ~x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR ~,PPLY TO EACH COLUMi~ 5x6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR kPPLY TO EACH COLUMh HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR ~PPLY TO EACH COLUMi~ 5~P~NG PLATE DOUBLE2x (MINIMUM) FOR HEADER OR BEAM ROD FOR STU )--THREADED ROD -- CNW COUPLER NUT MINIMUM . o END DISTANCE ', ..',. .... NCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MAN UFACTURE'S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATiON USP NUMBER ALL OPENINGS LSTAi2 ALL OPENING5 RT3 OR RT7 DESCRIPTION APPLICATiON 1-1/4"x12" 20ga. STRAp APPLY TO EACH 3ACK STUD TYDOWN ANCHOR APPLY TO EACH CRZPPLE STUD POST- RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN. (2) 1/2 D[A. GALV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION EAU P4";"";EEL pOST?SS2;5;LoR BEAMS PAU66 ORWE66 POST/BEAM ANCHOR APPLICATION APPLYTOEACH PIER APPLYTOEACH PIER POST DECK POST FTG. CONNECTION CONCRETE FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLICATION APPLY TO EACH FOOTING APPLY TO EACH FOOTiNG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED IRS ES. I ,2g I s / SBVE. I BFT. I . I NONE I ' I DECK AND COVERED PORCH NOTES: Unless otherwise no{ed, all framing material to be #1 AGO pressure treated lumber. ~, hangers and anchors to be galvin]zed or stainless steel. Girders for deck joista to be bolted or anchored to each post or pier with washers and nuts. piers shaft be anchored with proper steel connectors anchored nto concrete w~lh a minimum 1/2" die x 7" long anchor bolt with washers and nuts, ~), Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts, Footings Shall ~e 3 R. below grade. ~,). Deck joists to have blocking at 8'0 C.C.. i), Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building wgh 1/2" dla, bolts with washers md nuts at 18" o.c 5), Concrete piers shall be a mlnlmum 6" above grade, r), All joists to be suppoded wilh hangers and anchom, Each Joist shall also be anchored :o girder(s). Covered Roofs shall be assembled and anchored the same manner as a typical building. All metal connections and fasteners in direct contact with ACQ shal~ have the proper Mectlve coating from the manufacture, NAILING SCHEDULE ROOF SHEATHING: JOINT DESCRIPTION (~-~. S p~IiLN G NOTES ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTIOt, QTY, 3PACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-Bd COMMOh RAFTER rOE-NAIL CEILING JOIST I' WALL: 3-8d COMMON EACH TOTOP PLATE 10'WALL:4-Bd COMMOh JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPE AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAp NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 1 Sd COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16" O.C, FACE HEADER 1BdCOMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: -"LOOR JOIST, BAND JOIS7 2- 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES JOIST TO: PER TOE 3ILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: ]- 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP t - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL PER EF ~l~ BANDTo JOIsTJOIST ~ - 16d COMMON JOIST NAIE BAND JOIST TO: PER SILL OR TOP PLATE .~ - 16d COMMON FOOT TOE H vcww. mchdesionservices corn phone: (631) 298-2250 michael@mchdeslgnservices,com Z © DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0' SHEET NO[ ENEf ,L NOTE,5 CONSTRUCTION NOTES: · The information within this set of construction documents Is related to basic design 'raining details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ora nances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. · Dimensions shall take r scaled drawings. · esponslbllity for construction coordinating with these plans, nor responsibility for ~'onstrucfion means, methods, techniques, sequences, or procedures, or for safety programs in connection with the work· There are no warranties for a ~pecific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings, The General Contractor is to ensure that masonry or prefabractsd fireplaces meets nanufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all buig-in items ;, shelving, pantry, closets, trims, etc. I. Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1), The General Contractor and Mason to review plans, elevations, details and notes to deform ne ntended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) sail. (MIN. SOIL STRENGTH AT 2000psi) 3). Provide 1 I2" expansion joint material between concrete slabs and abuftlng concrete or masonry walls occudng in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" o.c,. Use approved epoxy for Installation. 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i., Concrete to be poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs o be m n mum 3-1/2 ach th ck. A f to be compacted to 95% relative dens~ with S" maximum lifts (layers), 3). Crawl spaces to be provided with a minimum 18"x24" access opening. Instafl one ~xl 6 cast iran foundation vent for every 150 sq. ft. of area. ?). Dampproof exterior of foundation with bituminous coating as per g.Y.S. Residential Construction Code. A 6-mil polyethylene film shall Pe applied over :he below grade portion of exterior walls prior to backfilling, ]), Drainage as per town and N.Y.S. Residential Construction Code. FRAMING NOTES 1 ). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. Floors, walls, ceilings and rafters to be spaced at 16 inches C.C. unless noted Unless otherwise noted, all bearing wall headers to be (2) 2x10 ~ + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers te be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 3). Double up floor joists under walls that run parallel to the floor oist and under bathtubs, Floors o have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. · Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists ' g walls. J S)_Provide insulation baffles at eave vents between rafters· Install draft blocking as g).needeCLunless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers· 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantsch plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfioor as per manutacture's instructions. 11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock, Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock· All wails to be taped and finished, 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal, Flat roofs shaft be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES 1). R DGE-TO-RAFTER ASSEMBLY: 1-1/4' x 20 gauge strap shall be attached to each pair of rafters in accordance o ab e 3.4. @hen a collar tie Is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connecgons for rafter, ceiling or truss to top plate shall be ir accordance to table 3,3. When a rafter or truss do not fall in line with studs below, rafters 3r trusses shall be attached to the wall top plate and the wall top plate shall be attached to :he to the wall stud with uplift connections. Roofs overhanging the rake side of the building ~hall be connected with uplift connections in accordance with table 3.3c. WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with upflft connecfions in accordance with table 3.3b, When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors Jn accordance wflh table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, still plate, or bottom plate with uplift connectors. Steel straps shaft have a minimum embednnent of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. Whe~n steel straps are lapped under the bottom plate, 3 inch square washes shall be used with tlhe anchor bolts, Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear wails with a minimum of 7/16 inch wood strustural panel on the exterior attached with 8d common nails at 6" C.C. at the pane~ edges and 12" o,c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel ~dges and 10" C.C. In the field sha~l be in accordance with the length requirements specified in table 3,15a-b. 3). TYPE II EXTERIOR SHEARWALL CONNECTIONS: rype IJ exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate ength adjustment factors in tabte 3.16. INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shaft be attached with uplift connections in accordance with table 3.5, Window sill plates shall be have steel connectors ia accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be affached to each rafter-to-ridge along the open ceiling part of the building, Connections bo the ridge and wall shall be be attached wSh the above requirements. DECK AND COVERED PORCH NOTES: ~ ~1 ACQ prass~ ~, haagers and anchors to be galvinized or stainless steel. . Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. [). Girders for deck joists to be boltsd to each post with washers and nuts. ,~irders on concrete piers shall be anchored with proper steel connectors anchored nta concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts, 3). Posts supporting girders shall be anchored to a 12"xl:2"x12" thick concrete footing. Jse a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ff, )eJow grade. Pomhes with covered roofs shall have 12" dia. concrete piers for the girders. 1). Deck joists to have blocking at 8'0 C.c.. A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with iwashers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. E~ach Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1 ). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code, 2). Verify septic system with the Engineer for Suffolk County Health Department approval. l). If wall studs, plates or joists are cut out during installation for any plumbing related work ~rovide adequate bracing and plates to protect and secure the structure. Verify with the tats code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES · Mechanical subcontractor is responsible for adheadng to all applicable codes and safety Jttements. 2). HVAC subcontractor Is to fully coordinate all system data and requirements with the equipmen supplier. ~ystem layout drawing and submit it to the General ~ and approval. ELECTRICAL NOTES: . All electrical to be installed as per N.Y.S. Residential Construction Code, All electrical work shall be approved by a qualified Underwriter. 3). Instsll Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S, Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES RAFTER TO g' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SSC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL SLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMOt, FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BO'FrOM -~ - 16d COMMOh PER 2x4 STUD END PLATE TO STUD ~ - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: --LOOR JOIST, BAND JOIST .~ - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT ,~EE NOTE: 1,2 JOINT DESCRIPTION NAIL NAIL QTY. SPACIN( NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3-16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILLOR TOP PLATE -~- 16d COMMON FOOT 3EE NOTE: FLOOR FRAMING: JOINT DE~ ;CRIPTION Joia r TO: SILL, TOP PLA rE OR GIRDER 4- t BRIC 3lNG TO ~ 31ST 2 - E BLO( KING TO J 31ST 2 - ~ BLOCK NG TO; SILL OR 'r SP PLATE 3 - 1~ LEDGE STRIP TO E RAM 3 - 1~ JOIST OJ~ LEDGER 3 8 TO E RAM ' BAND JOIST TO J )IST ~ - 1~ BAND J( ~lST TO: SILL OR T )P PLATE -~ - 1( ROOF SHEATHING: JOINT DESCRIPTION QTY. SPACING AS PER TABLE 3 8 CEILING SHEATHIN . NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM , 7" C.C. EDGE WALLBOARD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERS 10" O.C, FIELD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTy, I .SPACING I Igd gTRUCTURAL PANELS 1" OR LESS NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). Nailing requirements are based on waft sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacl0es, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall fie used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of sails shall be permitted to be reduced th1 - 16d nail per fooC PL ,N CONTENT : OccUpANCy CLAS~IFICA~TIC'N f~3 I~E$IDENTIAL ESLJILDING USE RESIDENTIAL DWELLING E~UlLDING HEIGNT CLIMATIC & GEOGRAPHI( DESIGN CR TER A IGROUNDI WIND I SEISMIC I I FROSTI IWINTERI ICESHIELD I SNOW SPEED DESIGN WEATHERING LIME TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH MODERATE SLGHTTO TEMP. REQUIRED HAZARDS 120LBS' / 110 I B I SEVERE I 3FT' ITOHEAVY MODERATE/ 111 NONE /" ROOFSHEATHING REQUIRE MENTS FOR WIND LOADS: ' SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FrELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" C.C. , INTERIOR ZONE 8d COMMGN 6" O C 8d CO ,, ; =EE ~ @ · MMON @ 12 C.C. I NO~ GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O,C. I NO'TES THESE NOTES ARE ONLY TO BE REFERRED TO IF MIENTIONED IN SCHEDULE NOTES ONLY, 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shalll be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49· For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing ltd rafter / truss framing members w th G>0 49, For framing members with 0.42<G<0.49, the nail spacing shalll be reduced to 3 inches c.c. . WALL SHEATHING REQUIREMENTS FOR WIND LOADS. SHEATHING LOCATION SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMGN @ 6" O·C 8d COMMON @ 12" C.C. SEE NOTES: I ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O,C. SEE NOTES: 1,3 rNAIL SPACING INAIL SPACING AT INTERMEDIATEI NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE fid COMMON (~ 6" O C Sd COMM~3N r~ ~" r~ c~ SEE NOTES; 1,3 BOTH F ELDS) ~ , ............ '~ ...... NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6' O.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTE S THESE NOTES ARE ONLY TO BE REFERRED TO IF r~VlENTIONED IN SCHEDULE NOTES ONLY. 1 ). For wall sheathing within 4 feet of the corners, the 4 float edge zone attachment requirements shall be used. 2), Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shaft be reduced to 6 inches C.c. 3). For exterior panel siding, galvinized box nails shall be, permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL 'TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPI~ING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS· 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SiV/IOKE ALARMS PER FLOOR, FIREBLOCKING REQUIRED Fireblocking shaft be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space, Fireblocking shall be provided In wood-frame construction~ In the following locations, 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels, Concealed horizontal furred spaces shall also be 'fireblocked at intervals not exceeding 10 feet. Ba~ or blankets of mineral or glass fiber shall be lallowed as greblocklng in walls cons~ucted using parallel rows of studs or staggered studs. 2). At all interconnec~ions between concealed vertical andl horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringem at the top~ and bottom of ~he run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and duCts at ceiling alnd floor level, to resist the flee passage of flame and products of combusUon, 5), For the fireblocking of chimneys and fireplaces, refer t~ N.Y.S. Residential Code. M B H desi se ' es. 298-2250 a-mail: michael@mchdesignservlces.com Z © DRAWN BY: MH October 03, 2011 SCALE: 1/4" = 1'-0" SHEET NOI