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HomeMy WebLinkAbout36746-Z Qgu FF ate Town of Southold Annex 11/26/2012 P.O.Box 1179 54375 Main Road -vir Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36056 Date: 11/26/2012 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 2855 Laurel Trail, Laurel, SCTM#: 473889 Sec/Block/Lot: 125.-4-24.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/20/2011 pursuant to which Building Permit No. 36746 dated 10/11/2011 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: accessory nonhabitable pool house as applied for per ZBA#7457, dated 4/20/11. The certificate is issued to Mowdy,James&Mowdy,Karen (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36746 11/21/12 PLUMBERS CERTIFICATION DATED r- Authorized Signature ram. TOWN OF SOUTHOLD g�1FFOl,�po moo �y BUILDING DEPARTMENT y a 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#: 36746 Date: 10/11/2011 Permission is hereby granted to: Mowdy, James & Mowdy, Karen PO BOX 1357 Jamesport, NY 11947 To: construct a pool house per ZBA decision #6457 as applied for At premises located at: 2855 Laurel Trail, Laurel SCTM #473889 Sec/Block/Lot# 125.-4-24.9 Pursuant to application dated 9/20/2011 and approved by the Building Inspector. To expire on 4/11/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $229.60 CO -ACCESSORY BUILDING $50.00 Total: $279.60 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This.application must be filled in by typewriter or ink and submitted to the Building Department with the following: & For new building or new use: 1. Final survey of property with accurate-location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. 'Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 19S.7) non-conforming uses,or buildings and"pre-existing" lind uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certif cafe of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool$50.00,Accessory building$50.00,Additions.to accessory building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $1.5.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: I (check one) Location of Property: s House No. Street Hamlet ' Owner or Owners of Property: [-�_eu�- N\��w Suffolk County Tax Map No 1000, Section Block 4 Loi Subdivision Filed Map. Lot: Permit No. La--) Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sign ure O��OF SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 o roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 �` a couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jim Dowdy Address: 2855 Laurel Trail City: Laurel St: NY Zip: 11948 Building Permit#: 36746 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hubbard Electric License No: 4709-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt. 7 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel 1-10 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches Fi Twist Lock Exit Fixtures TVSS Other Equipment: POOL HOUSE, 1-paddle fan, 1-exhaust fan, 2-GFCI circuit breakers Notes: Inspector Signature: ,� Date: Nov 21 2012 81-Cert Electrical Compliance Form.xls �Of SObjy -- � O �0 • �O Comm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NPECTIONS [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � 4 DATE �'� INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �3 a3 Z INSPECTOR_y2f � pF SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.� -,�: ' . [ ] FOUNDATION 1 ST . [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] E CTRICAL (FINAL) REMARKS: /Vi4- i DATE INSPECTOR pf SOUIyo� - - H UOUHi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 1( 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE G Z% INSPECTOR r=D.[NSPzCTXox REP�DRTr COMMENTS. FOUNDATION(1Sr � �rYMNNM*1Y' rwrwr� YY�/Y ' FOUNDATION(2ND)M3 • obi cn. • ROUG$ &. U � PLU1NO .: .. . . .mil INSULATION PER N.�'o >' � H STATE ENERGY CODE. . FINAL . ADDITIONAL.COMMENTS . O im z rn ' - 9 d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. 7�° Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application fifi Flood Permit Examined 20JL_ Single&Separate Storm-Water Assessment Form Contact: Approved 0 I ,20_ 2011 Mail to: M�,f2�K �'c Disapproved a/c SEF 2 _ BLDG.DEPT. Phone: �d Expiration 20 TOWN F SOU OLD J Building Inspector APPLICATION FOR BUILDING PERMIT Date 0 7 o , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or ih ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No buildin'&'shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every.building permit shall,expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,-in writing;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lesse , agent, architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises iti to '"l (As on the tax roll or latest , ed), If applicant is a corporation, signature of duly authorized officer (Name and.title of corporate officer) Builders License No: Plumbers License'No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: c_& vie C L IL_ 4 L House Number Street Hamlet i County Tax Map No. 1000 Section Z 5- Block 0 Lot Z , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro osed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures if an Front ."Rear Depth Height Number of Stories- ..-,_.__...�.___,_ . e Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ear Depth _5"e C —TOP v 10. Date of Purchase Name o Former Owner 11. Zone or use district in which premises are situated 4- 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOZWill excess fill be removed from premises? YES X NO 14. Names of Owner of premises 0 W n y Address Zd'.Tf C-lu 2!aP�ne No 04-1 Name of Architect YC 1�t.�f3'!'L f z Address Phone No rpi Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEYEQUIRED. 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 svf'rOL C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the 1eG Y�e Notary Public,State of New York (Contractor, Agent, Corpora e Officer, etc.) o ejs6W0 Qualified in Suffolk County: Commission Expires April 1 kv of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file-Tiffs application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi ,• ,�— '1 day of .20 U . 0"VIP Notary Public Sig i tur of Applicant BOARD MEMBERS 4F SO(/ Southold Town Hall Leslie Kanes Weisman,Chairperson �� Ty0 53095 Main Road •P.O.Box 1 179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer CA Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Ken Schneider lyCOU Southold,NY 11971 RECEIVED http://southoIdtown.northfork.net ZONING BOARD OF APPEALS , 5 2011 rt TOWN OF SOUTHOLD Qy ' ' Tel. (631)765-1809•Fax(631)765-9064 $Ouch I TTo vvn Cierk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20,2011 ZBA FILE# 6457 NAME OF APPLICANT: James and Karen Mowdy PROPERTY LOCATION: 2855 Laurel Trail Laurel,NY SCTM#1000-125-4-24.9 SE .RA 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. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a one-story framed house with attached garage. It contains 28,325 sq. ft. and has 137.34' of frontage on Laurel Trail, 191.17' along the north east property line, 176.64' along the rear property line and 180.00' on the south west property line as shown on the survey prepared by Peconic Surveyors last dated Feb.9,2011. BASIS OF APPLICATION: - Request for Variance from Art. XXIII Code Section 280-124 and the Building Inspector's December 16, 2010 Notice of Disapproval based on an application for building permit to construct accessory in-ground swimming pool and pool house at; lot coverage of more than the code required 20%. RELIEF REQUESTED: The applicant proposes to construct an in-ground swimming pool and accessory pool house in conforming locations requiring relief from lot coverage of 23.4%where 20%is permitted per code. ADDITIONAL INFORMATION: At the Public Hearing the Board asked the architect for the applicant to submit a survey showing the proposed location of a drywell and mechanical equipment for the pool and a determination from the Building Department indicating if the equipment would increase the proposed lot coverage or not. In a letter dated April 18, 2011 the agent states that they spoke with the building department's Chief Inspector and that if the pool mechanical equipment was to be enclosed in a structure that it would increase the amount of non- conforming lot coverage. The applicant submitted an alternative design shown on a plan to reduce the noise without increasing the proposed non-conforming lot coverage date stamped received April 18, 2011 and in a location that would be the most suitable. Also submitted was a survey altered by Mark Schwartz, Architect dated stamped received April 18,2011 showing the location of the pool mechanicals and the drywell. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2011, 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 and makes the following findings: Page 2—April 20,2011 ZBA File46457 CTtvl: 1000-125-4-24.9 1. Town Law &267-b(3)(b)(1). Grant of the variance of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of similar sized single-family homes. In-ground swimming pools and accessory pool houses are customary structures in residential areas. 2. Town Law §267-b(3)( )(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house was constructed in accordance with standards required by a declaration of covenants and restrictions which measure the size of the structure differently from what is required in the town code. 3. Town Law §267-b(3)(b)(3). The variance granted herein is substantial representing a 17% increase in the permitted lot coverage of 20%. However, the square footage of the house was dictated by the minimum size requirements set forth in the covenants and restrictions which do not include unheated spaces such as the garage and decks. These restrictions coupled with the relatively small size of the building lots leave little room for customary accessory structures such as sheds and swimming pools. 4. Town Law 6267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The neighborhood consists of large homes all built according to the same restrictions. The impact to the environment will be minimal due mainly to the fact that the development is surrounded by a golf course 5. Town Law §267-b(3)(b)(5). The difficulty has not been self-created but is a direct result of the covenants and restrictions of the development. 6.Town Law 267-b. Grant of this variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a swimming pool and pool house—while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to; GRANT, the variance as applied for, and shown on the Survey prepared 02/09/2011 by Peconic Surveyors and the survey altered by Mark Schwartz, Architect dated stamped received April 18, 2011 showing the location of the pool mechanicals and the drywell. 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 given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps, 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. Vote of the Board.- Ayes: Members Weisman (Chairperson), Horning, Goehringer, Dinizio, Schneider. This Re ition wa duly adop ed(5-0). Leslie Kanes Weisman, Aairperson Approved for filing �f-/�/ /2011 Town of Southold: Erosion, Sedimentation & S#orm-Water Run- . ,b off ASSESSMENT FORM PROPERTY L.O_CA�TiON: QS-.C.T.M.#. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Rl strict a eo�c " 1 ` .7 CERTIF EQ BY A GOING'DRAINAGE AND EROSION C NTROL PLAN DESIGN PROFESSIO AL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENNT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project Retain Aft Stonn-Watier Run-Off the Scope of work for Proposed Con*UCt10n) Z 8 3 Z S ' Generated by a TwI Inch RZainfall on Site? b. What is the Total Area of Land Clew (�f�a) (This.item Will include all run off created by site clearing and/or Constrtdion activiftes.as weft as all and/or Ground DisWrbance for the proposed L Oct f f Site Improvements and the permanent creation of construction actfvfty? impervious surfaces.) (�rAaes) i PROVIDE BRIEF PROJECT DESCRIPTION (r'mvwa Addtlanat Paso as tveeaeal 2 Does the Site Plan and/or Survey Shaw AU Proposed Drainage Structures indicating Size&Location?This Item p Include all Proposed Grade Changes and �L SlopesControllin Surface Water Flow. El 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to _ E l control slYe erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. I 4 Will thl; Project Require any Land'Filling,Grading dr � Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand nILI (5,000 S.F.)Square Feet of Ground Surface? 1 �. 6 Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100)feet of a Weiland or. tt Submission of a SWPPP is required for all construction activities involving sea Beach? 0 disturbances of one(1)or more acres; including disturbances of less than one acre that I are part of a larger common plan that will ultimately disturb one or more acres of land; .7 Will there be Site preparation on Existing Grade Slopes / including Construction actNitim involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical RISE to D ✓ the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizbntal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 WiII'Driveways,Parking Areas or other Impervious for Storm Water bischarges from Construction activity-Permit No.GP-0-i0L0o1.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shag be prepared prior to the submittal of the Not.The hot shell be into and/or in the direction of a Town right-of-way? v 'submftted to fhe Department prior tc the commencement of constuclion actively 2 The SWPPP shag descn'be the erosion and sediment control practices and where 9 Will this Project Require the Placement ofMaterial, required,post-construction storm water management practices that will be used and/or Removal of Vegetation.andlor the Construction of any 'constructed to reduce the pollutants in storm water discharges and to assure Iterrt Within the Town Ri9ht o�Wa y compliance with the terms and conditions of this permit In addgbit,the SWPPP.shati or Road Shoulder — _ Identiy.potentbl sources of pollution which may reasonably be expected to affect the Area?Rhea Rom WIN Nor inchwe tit Imtallation orDriveway Aprora.) quardyof storm water discharges. NOTE. If Any Answer to'4►estiona.Oria through Nirre b Answered with a Check Mark 3.Ali SWPPPs that require the postconstruction storm water management practice in a Box and the coatruction aft disturbance is between 5.000-S.F.a 1 Acre in area, f component shag be prepared by a qualified Design Professional Licensed in New York a Storm-Water,GradI Drainage a Erosion Control Plan Is Required by the Town W that is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PermIL (NOTE A Check Made(J)andror Ansvrer I-each Question is Required for a Complete Apprxation) STATE OF NEWYOCOUNTY O Notary Public,State of New York CO3JN'I'Y OF..f(� l F� _ . 2 No.01 BU6185050 , i � .TC Qualified in Suffolk County '' • " r� ....being drily sworn,deposes and sa C matt i p lfiat I............... Na o irMduai.... ...........................� Pce �at ti sgshon•E�Ires,i&it.t' �. C�(_d— i rig rg Document) Ys G e is a app of Pertrnt, And that he/she is the ....................................... ..��... ,.. ...�. .. (Owner,Contractor. co,pc,a »........»...............................»................. ��etc, ........... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to i make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and ! r that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; o'Zt) rn�1 day of e_.._ ,20Q. Notary ryPublic- ................................... I ( i a •Applicant) FORM - 06/10 Town Halt Annex Telephone(631)765-1802 "V5b mRoad Q� P.O Box 1179 roAer.flu lgQu 0fE1 r1V uS Southold,NY 11971-0959 BUHMINGDEPART19M TOWN OF$OUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ���, \AL.) OCA Date: - Company Name: Name: License No.: Address: 8 N v 13 hone No.: 6.2 1 Lf JOBSITE INFORMATION: (*Indicates required infonnadon) *Name: , *Address: *Cross Street *Phone No.: Permit NG.: `7i 4cp Tax-Map District: 1000 Section: Block: Lot; *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ ?®Z) (Please Circle Aff That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp CerWicate: YES NO Temp formation(If needed] *Service Sias: 9 Phase 3Phase 100 150 200 300 350 400 . Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Irifonnation: RA--YM_ENI.DUE WITH APPLICATION B24ReWest for tnspecdon Form pF SOUryo Town Hall Annex l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 6, 2012 James & Karen Mowdy PO Box 1357 Jamesport, NY 11947 Re: 2855 Laurel Trail, Laurel 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) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire.lnspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36746 — Pool House V l:f 1 v_L _L 1 tj v -L .v i W -& y SAID rt4P OR COPIES BEAR Ti-E IMPRESSED SEAL OC TF£S1,Rv>-t'p�� A T MA T TI T UCK `�E SIGWTLRE `EARS �CREON TOWN . -OF SOUTIIOLD SUFFOLK COUNTY, NEW YORK 10.00-125-04-24.9 SCALE 1 "=3'0' OPEN SPACE / JAN. 24, 2002 PARCEL 401 FEB. 22, 2002 (CER TIFICA TION) A 60 STK. DUNE 17, 2002 (PROP. HSE.) 200 00 SEPT 18, 2002 (PROP HSE.) = DEC. 9, 2002 (FOUNDA.Tl'ON) L = 116 . 16 60 DEC. --13, 2002- (CERTIFICA TION) 836 . -NOV. 21, 2003 (FINAL)h 4- h Dec. 1.� 2010 (lol coverage) , Jan. '34 T1O1( (POOL d POOL'HOUSE STAKEOUT] Feb. 9, 2011 (L 0 T CO VERAGE) " PROPosm P°°c o rrou 48. Z 1• (O N� Pool t6.3 Equ1PMENT r'1 A DECK � ON p/►u —1 1 a.5'm 18.3 m 21.7' 0 o —i CERTIFIED TO: t`f� °p JAMES MO`IND Y 'D. °o HSE. GAR. — i'fz o P_ D R-(W E KAREN MOWD Y `' STY �' o pc(i Poo L, 13 4 C K wR S r-+ FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK S39LeZ00 Z 5.3' JPMORGAN CHASE BANK = cA 9. D' 0 16.1' a %D Fh .-. Z 3.8 O V t# �• - o :xm. LOT COVERAGE 35.9 BRICK BRICK & 0 STONE 5 x HOUSE, DECKS. 4. S..T0OPS .= 5305_-sq../.l, 5305/28325 - IP.7% POOL & POOL HOUSE = 1316 sq,ll. �� m. . ._ p ', 6621 sq.fl. 9 6621128325 = 23.4 90.. ©ro m m I t o r Ln OD x = LATH 1 PLxsTIC STK. THG(�5 r5URVE, I-M STONE It '!(i/"'2(El NO—OTE S STONE WALL L=137.34' �9 l,v h l Cfj I am familiar with the STANDARDS FOR APPROVAL 60' WALL TER METER WALL " ;`'F +' R�'8521 Sic. R= 656. vA WALL AND CONSTRUCTION OF SUBSURFACE SEWAGE VALVE DISPOSAL .SYSTEMS..FOR-SINGLE-FAMILY RESIDENCES PLASTIC u IN and will. abide by the conditions set forth therein and � s x DRA TRAIL �" lr on the permit to construct. Call ll ;,nr A4 LAUREL �: UNDER CONSTRUCTION � LTC 'N[);.:4 18 The location of wells and cesspools shown hereon are ROAD VR R IN STREET from field observations and or data obtained rrom otiners. PUBLIC CONIC SURV - -FL;,-: (631) 765 - 50270 FAX.f C6_� 765-1797 Elevations are referenced to an assumed oaturn T X 909 123a TRAVELER STREET I .�'�'-'��:�RC . ^ter• -- ;� . �. ,�;- .1,�J, P. 0. BO AREA=28,325 S.F, r:•J= REVISIONS — - - - — - — - — - — - — - — - — - - — --~-=Y _ — - — - — - — - — - — - l I� U ti _ I7TLD Ll ri O O •`�Cv,,' =-=`-�.`' ,l' -�_ -`�":`'!.-- � M 1�:./' � - �'�' S0. �..�'_ � ,•-.(�,�� :(-X� �.,; ---._,i / .� Lam'_'�;•y�!.�:;}� .., FT FRONT ELEVATION LE ELEVATI 0N SCALE: 1/4" = 1' SCALE: 1/4" = 1' 0 � z � o O ,d O W a W Q Q 0 • � a O - - - - — - — - - - - - - _-- - - - - - - - - - - - - - - - -------- ----- _ APPROVED AS NOTED -.- T B P �- 'C� 11 II #EE: By — ------ -----`---�—`----� OTIFY BUILDING DEPAPTM N' I- 65-1802 8 AM TO 4 PM FOR T,rik J ©LLOWING IiNSRECTI{)NS FOUNDATION - TWO PF41,WEj? FOR POURED CONCRLT,I J Z. ROUGH =Zi N1�G. 'xU"1nttiG. � W -I STRAPPING -ELE�'R{CAL CAI "`rG -w - —___ _ ------- fNSULATION 0 Q ,•e»..,,; �n,.h...,�-•,. n -- .,�5 ♦ ♦ ♦ ..me,,. J TINAL-CQNSfR UCTO+v V;I'+.•'A- 1�'`I� „ J yp MUST BE COLPLE P "' J. 00 LL CONSTRUCTM S�VkLL VF-Frl T+4E N ! _ REGUIREMENTS DE T-+f ODES .c NEW OT•R ^� .,. t \, ORK STATE. NES'lQN'llet oR 777 Ali -r r �-�, i �, �_. �� '`e..). - `-...J .!.y-_ i� )�._ ♦ ,; !l �r;% >f . ♦ t'; > '� LONSTRUCT"ERROR& RIGHT ELEVATION REAR ELEVATION f� a� SCALE: 1/4" = 1' . k DRAWN: MH/MS SCALE: 1/4" = 1 ELECT�1CAL � g: SCALE: 1/4"=1'-0" INSPECTION REQUIRED JOB 4: September 07,2011 SHFU NUMBER: UNLAWFUL HOUT CERTIFICATE A-. I 0 n g I♦� L HA- AIFY AL PAINTER T PRIME A A iFl A I M 1 T A ORS I L VE L TT11 `` N ER O R E AND PAINT ALL DOOR EDGES TO MAINTAIN COISCRACCOR SHALL N T1FY ARCHITE F ANV DtSC0.EpANC1E5 BETWEEN THE DRAWINGS THE SPECIfiCATI NS AND THE FlELD CONDITIONS AND SH LL RE UEST CLAR < T ON BEFORE CO MENC NG WORK.CON R (CT A CON AGT TO GOOR INA M ING WITH OWN_R5 FORA � ROYA OF AL AL"GD AC�DR= E 1•fESPONSIBL FO A BUI DING ARTMENT INSP GTIONS O CT O O Q .sENER L TR OR D TE EET P L L .3ENER � p4 B E R LL L E MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEFMOCKING °QNC?SF!g1.1_`.,g '..l9f�E fHWGL b+11+41OR TO RECEIVING FINAL PAYM FROM OWNERS. REVISIONS , B ' 32' 8" cg©o o©c� till 7'-4" 18' 0" 7'-4" B r , '-31/2" 6'-81/2" 9'-0" op 1" 2'-9" 2'-81/2" 5' 3" 6'-41/2" 01 ------------------------------------ --- ------- -------- o r 2'-6„ ------------ ------ { � O O • N � r~ 1 , 1 � ; '`-4 -0 8 -10 Co `-4 -0 I 1 l _ , - ---'--oo "- GING zxs u _ —i _ HA I —=cv —~ ao STORAGE v e ----- ------------------ v 00 i (\j l-] m l6"OC .D 1 , f .•,� [V _ - .� 1 I f DC •� . • D 0 �C •o . i t I 1 rc+ ,-i zx zx6c - �d 1 c , ----------------- c , 1 1: K w �t6 -/ —i I Z ! r - ----- -r t ------ v I ✓ f i 1 1 Ve �d •� OrJ __ <_y- � 1 of , 1 �• , , � O , 1 O` , 1 I - -- - -1------1-- --------- -- \ -L ��. o� s 1 rs .-------- _ 14"DIA.FGCOLUMN �! ------ 1 1 + -- --------- --- --------- x \ , fill , ♦ / ill �.• I 1 _ _ , I I t� vl 1 fill , w/6X6 ACQ PO , , y , , „ �,F - llll a, ' A 4 -7" 8 -10 4 -7 1 , If 1 _ ' . 1 fill , /fill �A.' 1 I ��I ' I 10 ,Linn , .. I . I , nn La ' , i ( , nn A + �� i L OVER P TI _ _i_ Iln ',.. _CATHEDRAL CE LING — ,nl t-(' _ N r- + fill cv 'hlnl ' I ' ' fill \yLS /� . •� 'it'9a ; ' 1111 ' t t- - l { ' fill 11 l l x � I ( _ -- t'- +m I111 ' `• 1.1-, .-- l- � r ' 1111 fi a `- � i r 1 1 I - ; 4'-7" 8'—loll 4'-7" ' - fill ' M1 - ��._` - 1 1 O J. { s O -,..��L ! , -- T=/r�===--'_-=-_�_---__----==T __ ; ---- {L t t f 1 i `s« ��^Y 4'� �, n '�. R-,fin I / I i t, (3)1-3/4XII-7/8 ML GIRDER , I ' ----------- - ----- ; ` a , BUILD UP CONC.BLOCK UNDER Z —is-0 1 - 2 -71/2'1 - 8 -11 1 - '2'-71/2 1 - I 1 -0 Q ' COLUMNS(V1F)VERIFY DIMS. + - 'f - - ,' i f F ; AND ADJUST FOR CULTURED ; W - , „ , „-f 1— 5 —91/2 — 8 7 5 —91/2 i ; STONE.FOOTING TO BE MIN. ' 5'-3"X2'-S"XI'-C"w/#5 REBAR ' —I -- — T f , AT it"oc EACH WAY ^ l , ,. PATIO , ------------ =) 1 VJ I 11 q 1 , i t — I !'1 -'At 5t _4 ir� �1 1 1 1 r 6'-0" I 6,-0„ , 1 l 1 I l A n A Q I 4).1X6 T&G VJ VERT.CL.CEDAR SIDING AT WALL 1).FOUNDATION FOR BUILDING TO BE 8"POURED CONCRETE. �� J z FLOOR PLAN. 1).2X4 DF#2 STUD WALL®16"OC (ABOVE COUNTER)UNDER COVERED AREA. FOUNDATION ���� WALLS TO HAVE 16"XS"CONC-FOOTING wJ(2)#5 REBAR.ALL OTHER EXTERIOR WALLS TO BE BEVELED � (j 2).(2)2XB DF#2 HEADER AT OPENINGS CEDAR SIDING.INSTALL OVER 30#FELT. 2).ALTERNATIVE FOUNDATION;MONOLITHIC POUR SLAB 0 D Ix SCALE. 1/4�� - 11 3).1/2"CDX SHEATHING.LOWER SECTION FOR 5)-CULTURED STONE AND CAPPING AS SELECTED SCALE. 1/4" = 1� FOUNDATION.16"DEEP,12"WIDE AT BASE w/(2)#5 REBAR. J Q CULTURED STONE TO BE CEMENT BOARD. BY OWNERS.INSTALL PER MANUFACTURER'S 3).4"CONCRETE SLAB AT BUILDING AND PATIO BASE.REINFORCE � J INSTRUCTIONS. SLAB WITH 10/10 WMM OVER 6"CRUSHED STONE OVER I00 0 COMPACTED SOIL.PITCH SLAB AWAY FROM BUILDING&POOL. N 4).STONE PAVERS TO BE DETERMINED BY OWNERS,VERIFY IN FIELD. a � � g * q401, w DRAWN: MH/MS f SCALE: 1/4"=1'-0" JOB#: �Np « '- September 07,2011 SHEET NUMBER: is MINTER TO PRIME AND MINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONITRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING.AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 1.3/4X11-7/8 ML RIDGE o b v. 12 o© _CEILING O r� BUILD UP 2X6 WALL OVE 3)( 11 7/8 ML GIRDER L 14"DIA. F.G. I 6X6 ACQ POST w H w COLUMN ¢ I 1 1 li .( 1 ��jPOPOPO{{{ 1 1 I� 1 li 1 I � v --------------._---------- --- --------------------- ----, ----------------------------- -- ------------ 12 AVERS AS SELECTED BYOWNERS° -( ----- --- --- ------------ �Q — - - — f + - 4"CONC.SLAB.REINFORCED ^ -;-------`��o ' �-}°�—------- ' ' OVER 6"CRUSH STONE OVER ; IQ COMPACTED SOIL(TYPICAL) , , , ; w -------------------- ------------- I •--------------- ----------------------- ------ pa SECTION A—A A " 11-7/8 ML RIDGE " A O °d SCALE: 1/4" = V 1 I ' O c 1-3/4XI1-7/8 - - - - - - - - - - - - - - - - ML RIDGE 12 a r� 12 J--- --- -------- -------------------- -------- O �t13 i 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. O 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND — r DIRECTLY TO THE DECK ALONG EAVES. -------------- � r 1 Roos PLAN 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 1 1 1 MI r 14"FG COLUMN ' 1 1 4).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING SCALE: 1/4" = 1 i MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. i 6X6 ACQ POST 46 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE J 1 1 1 1 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ' COMPLETE. 1 1 1 1 --_ 5).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 7 J z USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT W J ✓" I � w V -� �_) — LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. �)COUNTER LAYOUT TO BE � )t, USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT O lDETERMINED IN FIELD wl'�"' CUTTING INTO SHINGLE SURFACE.s OWNERS _I_ Q PAVERS J r 0�0 T 4"CONC.SLAB,REINFORCED -j 8"CONC.BLOCK 8"CONC.WALL (�P) 6"THICK CRUSHED STONE - COMPACTED FILL 16"X8" 32"X63"Xl2" CONC.FTG. CONC.FTG. y � �••',r�+ � ��► (2)#5 REBAR #5 REBAR Q11"OC e.w. y !I i•.r'� t'�i DRAWN: MH/MS SCALE: 1/4"=1'-0" SECTION B—B '{b'.:ry y ° �'<�: � JOB#: September 07,2011 SCALE: 1/4�� - 1 -011 SHEET NUMBER: "fit. a'.%;4'C• ,="?.. . PAINTER TO PRIME AND PAINT At I.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE TiHE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 4" ® e / ® / 0 4" #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ /n I 1 e I 1 I I I a WASHERS @ 12"O.C. IlI 1 I / II II 1 I I I I I 12"O.C. _ 12" 11 OGEE GUTTER STANDARD 511 NOTES: ROOF AREA: 427 SQ. FT. 1). EXECUTION: 1/2^APA RATED 5HEA7HING I I I I A), DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. GRADE PLYWOOD _ J 1 ` (ALTERNATrOVE:7/16"O.S.B.) AT 100% WATER RUNOFF: 72.0 CU. FT. 2). PREPARATION: o 1/2"APA RATED SHEATHING A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I GRADE PLYWOOD N (ALTERNATIVIVE:7/16"O.S,B.) B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. U PROVIDE (1) 8 DIA. X 2 DEEP DRYWELLS C) PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH bISSIMILAR a m M #10 STAINLESS STEEL (' I ' I METALS WITH PROTECTIVE BACKING PAINT. °rN' J (OR EQUAL CAPACITY) OR GALVANIZED WOOD SCREWS W/ I , { , ! 1 O( 3. INSTALLATION: x o Z WASHERS 12"O.0 f 1 \ / 1 8 FT X 2 -- 84 CU. FT. A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, v� •F p ; WINDOW SILL 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. R I On1 11 TYPICAL WINDOW OPENING 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. l i III ( i r (LESS THAN 4'-0X8'-0"OPENING) a). COPPER/LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. v B).ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT o CONNECTORS. a TYPICAL DOOR OPENING 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL (LESS THAN 4'-OX8'-O"OPENING) CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL F 24"OC 4" COMPLETION. W z e o e e e 4„ O Z t t GUTTERS DOWNSPOUTS DRAIN PIPE ' GUTTEER 512E ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE ' cc1/8"SLOPE GPM 1/4"SLOPE GPM W ® ) e I ) + e I ) e I /) e (1MCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ. FT. GPM DIAMETER O < I I I I 3 340 480 2 1088 46 3 1644 68 2320 96 3 O 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 5 1250 1760 3 3220 134 5 6680 278 1 9440 1 392 Q O 6 1920 2720 4 6920 288 6 10700 1 444 1 15100 j 628 F�-1 rt I 12"OC � e I e e o e f I •I _ I f I f o l 3/4"APA PLYWOOD SHE \1 SHEATHING GEINERAL: DR.Y WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE AR S16,NIFICANT RISK FOP.BASEMENT SEEPAGE OR FLOODING,CAUSE SURFKIAL W FLCJODtNG OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE WJ A I I I SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1 1 1 DR'.Y WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WIILt NOT COMPACT THE SOILS 8ELOW THE DRY WELL FINALLY,A DRY WELL C I I I SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THIE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH e ( ® 1 I C.co F I e WAITER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY I( I I II I DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. 2XSTUDS ( II rI ( I FORDRYCELLS, J( j/ FOIR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 1 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. ( PRIIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE !j I( r CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS e e tee e e/ FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, ,J PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE Q #10 STAINLESS STEEL LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OR GALVANIZED BE I IP OUTSIDE THE LIMITS OF THE DRY WELL. Z W000 SCREWS W/ TOi HELPELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, J WASHERS 9 12"D.C. DWY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION LU J e e ® e e SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEWPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS w LLI MULTIPLE PLYWOOD ASSEMBLIES DEILAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON O Z OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT Q 2-2X4 DF#2 STUDS CONNECTED AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, J TOGETHER WITH STAINLESS STEEL Q USE:OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE OR GALVINIZED BOLTS W/WASHERS UNAVOIDABLE.EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ...1 AND NUTS @ T-0"O.C. Z FIEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE co TYPICAL MULTIPLE OPENINGS SUSIGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND (MORE THAN 4'-0X8'^0"OPENING) DRAINAGE AREA STABILIZED. IF ORY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT d BE IREMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA DRY WELLS TO BE 10' MIN. IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE /� [ COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. AWAY FROM H2O,I�lS �C{"' •� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PRETREATMENT: i11 ; . P,. .�;�, AS(WITH ALL OTHER BEST MANAGEMENT PRACTICES.PRETREATMENT CAN EXTEND THE �, ti+ �•Yx"L �' q DRAWN: MH/M5 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF SCALE: 1/4"=F-0" RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND O a p ' ,� r �= •�i ORGANIC MATTER AND.DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. Q JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 16" THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH O D / CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER Q /,' ��;.. s' September 07,2011 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO r �• PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES ti7 / �; ,''rjx,�,.l COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL THAT CAN ENTER THE DRY WELL. IS 1;R., SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. $ - 4 �, _yti. �y k' ,psi• REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • RAFTER WALL STUD • ENDWALL CRIPPLE STUD o • BOTTOM PLATE '• a3e • HEADER RIDGE LEDGER BATHTUB C.!©on, •r Go HEADER DOUBLE JOIST 0 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CCIINECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN LOTH 90T. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.2ND. ADS5 4LL OPENINGS LSTA72 1-1/4"x12" logo. STRAP APPLY TO EACH JACV. STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OJER RIDGE TO EACH R,4FTE 2x6^2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH kAFTER LEDGER O N ANCHOR PLATES OF 7ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. 4LL OPENINGS RT3 OR R17 T,IDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC N U WALL STUD m H m THROUGH-ROOF EXHAUST •��+ �] VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP in VENTILATION CHANNEL U 4- 2 °p RIM BOARD AS REQUIRED •" O o� RAFTER SILL PLATE(S) RAFTERSTAI U • • '• • • '• • •• • • ` ;.- VENTILATION JOIST s a.. Utt N FOUNDATION ' ' ' TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING ^+ 2x4 SOFFIT JOIST 0 STARRING L IN ATTACHED TO WALL STUDS STUDS ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA MINIMUM NET FREE VEfJT1LATING AREA FLOOR JOIST DEPTH USP 14UNIBER DESCRIPTION APPLICATION NALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER 4ij INSTALL 4'0" O.C. �♦ SHALL BE COVERED WITH CORROSION- '•� 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT ON ALL OPENINGS i� - OPENINGS OF Y INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTIOIN APPLICATION SOFFITFD EAVE 8" - 14" LST.43D 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / . 4" - 6" RAFTER RTtO 10-3/4" x 18ga. TYD)0'NN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND rT1 ` ,` INSTALL 4'0" O.C. CONVECT TO OVER BEARING WALLS AND HEADERS 14" - 16* LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYD)OWN ANCHOR EACH RAFTER ON ALL OPENINGS 214D. FLOOR 'HALL i O RAFTER \/ LF WOOD JOIST o Q o O TOP PLATE E--' GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST F AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD Fn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION CA `Z INSTALL 4'0" D.C. O C) 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONIIECT EACH ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH r'1 INSTALL 4'0" O.C. RAFTER/PLATE RT15 TY'DOWJ ANCHOR RAFTER TO PLATE THE PROPER, STEEL CONNECTOR. IF ABLE o , SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ya. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR _ PLATES TO EACH STUD 1"•"� DBL. SILL PLATE I TERMITE SHIELD <i SILL GASKET i • ITYP. CONC. FOUNDATION CONC.( MIL. POLE V ~^`% t DAMPPROOF EXTERIOR GRANULAR FILL V 6MIL POLY ON EXTERIOR • V � STEEL COLUMN I � ' • 1'° � ' `� � f a C s • • \ �4 e ` CONC_ SLAB I ° G• r v // III`\ 4 e•• ( A 1•° ` •° V COMPACT FILL -*r _• ( �` KEYWAY FOOTING a V P • • G 3 ° ~ A ` It ° •.a Lt CONC. FTG. ° A% L e' --I • _ ;O ANCHOR BOLT CONNECTION USE WITH 3z3 SQUARE WASHERS 4` • � ((USP LBPS58 OR BP583) C1 REINFCRCIIIG BAR FOUNDATI 5 -' I I I DRAIN TILE �p ANCHOR BOLT CONNECTION Q M DIM. ANCHOR BOLT } UPPORTINC,> MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC '- W .J (CRAWL SPACEOR FOUNDATION I W TYPICAL CONC. FOUNDATION_ APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24'•xl2" CONC. FTG. CRAWL SPACE OR FOUNDATION Q WALL BOTTOM PLATE TO FOUNDATION _j 'SLAB-ON-GR ADE 1-2 STORIEES 57" CC I SUBFLOOR co CONC. SLAB N 6X6 10/10 W'MA DOOR FRAME COMPACT FILL I DOOR JOIST --- � I USE 2X8 STEEL BEAM FOR BLOCKOUT SLAB W/ 6X6 WMM SLOPE '• •• •• P.T. PLATE • *"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ; ". • �` < < • • 1 2-, (WITH A NAILING PLATE IF NEEDED) ,TI �q • �°' 4 •` •° •' s• •� ' TO BE APROX. 1/2" OR HIGHER THAN �Wt STEEL• r. O • • • (PROVIDE BTRAPPIN EAM D ALLOW R G TO KEEP JOISTS ALI N ' ex6 W.WM. DRAWN: MH/M$ ° OR12 SCALF,: 1/4"=l'-0" MIN. ai1� s� • ° A'° �' • •.e • 1 — 1 y.,.;t„-. .;REINFORCING BAR 'o O � REINFORCING BAR e•• 4 ; • ' DRAIN TILE Iwo so JOB : .• i !• O �O • — :c -EL BEA yrrfzp,:-X`.!•+'t+.3^''7F $e tember07,2011 t2" .1 PT. (B FF Ey4M SHEET NUMBER: TYPICAL CONE, MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • • s s`: REINFORCE FOOTING NTH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT3) ' ' °r"'''• ' �%.4a+o-+iF��•y W•,•Ttt _•_REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES MAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-ad COMMON EACH TOE-NAIL BUILDING HEIGHT ( ) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ-FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10,WALL:4-Bd COMMON JOIST ' g Y P g g P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCPA-SBC LAP NAIL EXT,BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TO RAFTER WFCT-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SlEEPlNG (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ( ) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under '- construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 �+ It, C DESIGNED FOR CAT. ) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( � m TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMO TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION nj F-7 ^� m • anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all �„� �. 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE Z. w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that mason or refabracted fireplaces meets 5).TYPE t EXTERIOR SHEARWALL CONNECTIONS: '1' P P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 4. or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO P PP P STUD O.C. NAIL Sym-: O attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS u gypsum P 16d1 COMMON SMOKE&CO2 DETECTORS AIL .Y such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shalt be in accordance with the length requirements Specified HEADER ALONG EDGES N U r in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL F ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: s FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL 2-16d COMMO BAND JOIST, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WiND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS; FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO P J g JOIST TO: PER TOE 3 .Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2,4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: w Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-ad COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION NOTES be installed with ifs re-bar,18"long at 12"o.c..Use approved epoxy far installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE �! p .Unless otherwise noted,all slabs on rode to be ire h r Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6'O.0 Bd COMMON 6"O.C. SEE NOTES.1.3 O g P• TO JOIST END NAIL @ C° poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE ad COMMON @ 6'O.0 8d COMMON 12"O.C. ( ) ►.r.{ P tY 3 16d COMMO @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 Sd COMMON @ 4"O.C. SEE NOTES:1.3 W 6).Crawl spaces to be provided with a minimum 18N24"access opening.Install one 3- 16d COMMO (- attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER TO BEAM JOIST NAIL NOTES C) O z DECK AND COVERED PORCH NOTES: 3••SdCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be ill ACQ pressure treated lumber. BAND JOIST PER END �^q � 0 the below grade portion of exterior walls prior to backfflling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMO JOIST NAIL F-� F_ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak, U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMO PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. /1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 4 FOOT SEE NOTE:1 For Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. W v� For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL O O 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION T, SPACING U Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8'long anchor bolt with washers and nuts.Footings Shall be 3 ft. Q 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2}.Unless otherwise noted,all framing and structural wood material to be if2+BTR. W below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d PIER -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. A ODouglas Fir. 4}.Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE _J SHEATHING LOCATION NOTES w 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL AT PANEL EDGES SUPPORTS iN THE PANEL FIELD ^^ � otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT, 4'EDGE ZONE 8d COMMON @ 6" SPACING O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3 (BOTH FIELDS) h� EDGE NOTE:2 FOR PANEL FIELD O.C.4}.Unless otherwise noted,all bearing wail headers to be(2)2x10 if2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" INTERIOR ZONE Sd COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and B'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 5 .All flush beams/headers to be installed with he d alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL fid COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall heavy duty g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6d COMMO 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. J on plans. WALLBOARD 10"O.C.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Q >- other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: z 3).If wall studs,plates or joists are cutout during installation for any plumbing related work, NAIL NAIL � J provide adequate bracing and later to protect and secure the structure.Vert with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING � W J where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CON DITiONS. MINIMUM 3000# CAPACITY. W W 1"OR LESS 8d COMMO 12"O.C.FIELD D � 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0 a..1 Q under all bearing walls. NOTES: 2).USE SiMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. J 1 Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. LO 10.Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. LC) ) g THESE NOTES ARE ONLY TO BE REFERRED TO IF 00 needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES;ONLY. Section R602.8-FIREBLOCKING REQUIRED N equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireb►ocking shall be provided in wood-frame construction in the following locations- 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I ood subfloor Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higher ,. P shear capacities,nailing uirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor -w" ;� 'F adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed P g re q levels.Concealed horizontal furred s ELECTRICAL NOTES: members shall be doubled,or altennate connectors, paces shalt also be fireblocked at intervals not exceeding 10 over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shalt be approved by a qualified Underwriter. d. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ) (1..1 DRAWN: MH/MS to be reduced tol-16d nail per foot.. drop ceilings and cove ceilings. Lxr `" i�A „_ , , 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 P '- SCALE: 1/4 -1-0' 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. a`"_`.f•.: fi F 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces t� **+PrTr=" JOB#: approved equal.Flat roofs shalt be applied with a Fiberglas base sheet with an EPDM torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. l 'y. September 07,2011 SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of # ` ;.: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. ' •� .r.:� s`, _.:'; ',, 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S. Residential Code. A-6