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Home My WebLink About36177-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 1/23/2012 CERTIFICATE OF OCCUPANCY No: 35407 Date: 1/23/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 1065 SALTAIRE WAY MATTITUCK, Sec/Block/Lot: 100.-1-23 Filed Map No. Lot No. filed in this ofliced dated dated 2/14/2011 conforms substantially to the Application for Building Permit heretofore 2/14/2010 pursuant to which Building Permit No. 36177 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: alterations and additions, includin~ covered porch, to an existing one family dwelling as applied for per ZBA #5243, dated 4/3/O3. The certificate is issued to RORY & JENNIE L FORRESTAL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1 / 16/12 R10-09-0036 1/5/12 120420 11/23/11 Mattituck Plumbing &/Heating Issue Date 11/23/20t t Electrical Inspection Certificate Issued To: Street: Village: Section: 100 Block: 0001 Contractor: Greenfield Electric Electrical Inspection Service, Inc. 375 Dunton Avenue East Patchogue, NY 11772 (631) 286-6642 Rory and Jennie Forrestal t065 Saltaire Way Mattituck Zip: 11952 Lot: 023 Application Number 120420 Town: Southold Suffolk Lic #: 4862-E Was examined and found to be in compliance with the Residential and Building Code of New York. ~ Commercial ~, Indoor [ ~ 1st Floor Atticl3rd [~ Pool ~ , Survey :Vi Residential i',/i Outdoor !¢I 2nd Floor ! Basement I Hot Tub I i CSST Bond i New Bldg ! ! Renovation r',/'I Addition I i Out Bldg. i No Visual Defects Switches Receptacles Fixtures GFI Fans Smoke Detector CO/Combo CAC 14 35 28 2 1 5 Furnace Oil Gas Circulators Heaters Range/Amps Oven/Amps DishwashlAmps Microwave/Amps Washer/Amps Dryer/Amps Hydro Tub/Amps Meter/Amps Phase 1 20 1 200 1 Photovoltaic Systems UG / OH Size: ~ ~ [~ Panels: Inverters: Bldg. Permit: 33337Z Other Equipment 1~ Sub Panel / 13- 20A SP CB Grace A. Surdi President Rough Inspection: 11/28/2007 Inspector: John Mc Mahon III Final Inspection: 11/22/2011 Inspector: John Mc Mahon III This certificate must not be altered in any manner. Town Hall Annex 54375 Main Road P.O. Box 1179 Sou~hold, New York l 1971-0959 Telephone (63 I) 765~ 1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOI,n CERTIFICATION Date: I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this - (} d be/s Signature) DEN!SE KING Notary Publ c, State of New York Re§isttaBon #01KI604t 757 Qualified in Suffolk County My Commission Expires May 15. Notary Public, ~c~.~ / (,'~ County 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 tile Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings mid iustallations, a certificate of Code Compliance from architect or engineer responsible for tile building. 6. Submit Planuing Board Approval ofco~mpleted site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showiug all property lines, streets, building aud unusual natural or topographic features. 2. A properly completed application aud consent to inspect sigued by the applicant. Ifa Certificate of Occupaucy is denied, the Building Inspector shall state tile reasons therefor in writing to tile applicaut. C. Fees I. Cedificate of Occupancy - New dwelliug $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory buildiug $50.00, Businesses $50.00. 2. Certificate of Occupaucy oil Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy - $50.00 5. Tenlporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Coustruction: Location of Property: ~6 House No. Owuer or Owners of Property: ~i. c. Suffolk County Tax Map No I000, Section Sufidivision PcrmitNo..~ / -?)7 ~ Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date. ,/- ,~-Ti /'/ Old or Pre-existing Building: .~ /t-&-F,x.,tL~ Street ,, ~_. ,a Block Filed Map. Applicant: Underwriters Approval: dAIq 20 2012 BLDG 0EH. TOWN OF SOUIHOtD (check one) .'27~c-.~-2, ~ /~1~ / Lot Hamlet Lot: /' (check one) ipplicaut 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 #: 36177 Date: 2/14/2011 Permission is hereby granted to: RORY & JENNIE L FORRESTAL 1065 SALTAIRE WAY MATTITUCk, NY 11952 To: ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION # 5243.THIS PERMIT REPLACES BP# 33337 At premises located at: 1065 SALTAIRE WAY MATTITUCK SCTM # 473889 Sec/Block/Lot # 100.-1-23 Pursuant to application dated To expire on 1/1/1900. Fees: 2/14/2010 and approved by the Building Inspector. PERMIT RENEWAL Total: $150.00 $150.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33337 Z Date AUGUST 22, 2007 Permission is hereby granted to: RORY & JENNIE L FORRESTAL 1065 SALTAIRE WAY MATTITUCK,NY 11952 for : ALTERATION & ADDITION TO Aiq EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION # 5243.THIS PERMIT REPLACES BP# 31280 at premises located at County Tax Map No. 473889 Section 100 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY 1065 SALTAIRE WAY MATTITUCK Block 0001 Lot No. 023 22, 2007 and approved by the 22, 2009. Fee $ 150.00 Authorized Signature Rev. 5/8/02 ORIGINAL FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31280 Z Date JULY 14, 2005 Permission is hereby granted to: RORY & JENNIE L FORRESTAL 1065 SALTAIRE WAY MATTITUCK,NY 11952 for : ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA DECISION #5243 at premises located at County Tax Map No. 473889 Section 100 pursuant to application dated JULY Building Inspector to expire on JAiqUARY 1065 SALTAIRE WAY MATTITUCK Block 0001 Lot No. 023 6, 2005 and approved by the 14, 2007. Fee $ 150.00 ~ Au~h~rizv Signature Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / S~T~R~PING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~G. [ ] FOUNDATION 2ND ~- ', [/~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,-,,( INSPECTION [ ] FIRE RESISTANT CONSTRUCnON [ ] fiRE RESlSTAKI' FENETRATION REMARKS: DATE /--~Z~) 7' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPP~#G [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: [~ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] fiRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PF. NEllMTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: __INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] IN~J~ATION [ ] FRAMING/STRAPPING [j/]"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COIlS[RUCTION[ ] RRE RESISTANT PENETRATION [ ] ELECTRI.CAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR FIELD INSPECTION REPORT i DATE i COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) INSULATION PER N. Y. STATE ENERGY CODE /l~l/~ ~~ I-5-1~ ~ ~DITION~ COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. 3//¢q(0 ~ Examined Approved Disapproved a/c Expiration I/J~ ,200 7 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 Contact: Mail to: ~OZ)/ /~'~}(~- Phone: ~ ~;~r~,~.~ Building Inspector APPLICATION FOR BUILDING PERMIT Date ,73~o¢ ., 200~' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in 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 building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permgt for an addition six montks. Thereafter, a new permit ~hall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuan6e of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and o~her 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. (Sign~ applicant oYaame, if a corporation) ~Mailing address of aplSlicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Ma~No. 1000 Subdivision (Name) Section /019. ~0t9 Block O ~. ~O Lot t9 2. J' 4~'¢ V'/~"~t' Filed Map No. /~ ~ ~t ~ ,~ State existing use and occupancy of premises and intended u~occtltpancy of proposed construction: a. Existing use and occupancy '~,.~,~.~.~ b. Intended use and occupancy ~'~ror,,~,~/i~ '-'~ ~ ,'~.~.~ ¢~. 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars ~o/~1 Alteration Addition Other Work Fee (To be paid on filing this application) Number of dwelling units on each floor (Description) 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 ~'/ Rear Depth c/~ (r? ~*t.~ Height ,¢.'f Number of Stories ~. 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front foe Rear ~'O o .Depth 10. Date of Purchase ~'/~ ~ Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOr-~ 13. Will lot be re-graded? YES__ NO~< Will excess fill be removed from premises? YES NO ~ 14. Names of Owner of premises~ddress/o~C',f~¢,7~ O,~-y" Phone No. ~) ~,} t/~ Name of Architect ~-,~ ~>ot?~¢.~ Address ?-~',o6{~ Phone No ,~,aC-~ ~ z~ 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 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 I 0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY O ~)S: ~'- ~.,,~ ~/'~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~ing contract) above named, is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 "~ day of ~-~'"*'e'-- 20 Notary Public 3ENNIFE~q A. ROB~ NOTARY PUBLff ' ~ OF NEW YORK TERM EXPIRES SEPT. 18, Signature et ~ppncant APi~EALS BOARD MEMBERS Lydia A. Tor~ora, Chairwoman Gerard P. Goel~inger George Homing Ruth D. Oliva Xrmcsnt Orlando BOARD OF APPEALS TOWN OF SOUTHOLD Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 ZBA Fax (631) 765-9064 Telephone (631) 765-1809 http rose ut holdtown.nordffork.aet RECEIVED r~-~' FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 3, 2003 ,~P[~ 8 ~003 Property Location: 1065 SaRaire Way, Mattituck; County Parcel 1000-100-1-2~J~ 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 ti category of the State's List of Actions, without an adverse effect on the environment if the project is Implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 20.560 sq. fl.'parcel has 100 ff. of frontage along the west side of Salteire Way and 207.21 ft. of lot depth along the south property line. The property is improved with a 1-1/2 story frama-btick dwelling with attached two-car garage and accessory playhouse structure behind the dwelling, as shown on the March 10, 1989 survey prepared by William P,. Simmons, Jr., LB, for the applicants, BASIS OF APPLICATION: Building Department's October 2, 2002 Notice of Disapproval, amended December 9, 2002, citing Section 100-244B, in its denial of a building permit to construct a second-story addition to the existing dwelling proposed within the code's 35 ft. minimum setback for both (total) side yards and less than 15 ff, setback remaining on a single side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public heating on this application on March20, 2003, at which time written and oral evidence were eresente(L Basea upon all testimony, documentation, personal inseaction of the property, and other evidence, the Zoning Board find~ the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a second-story addition with a nonconforming total side yards of 33 feet, including the existing 13 ft. setback from the south property line (and 20 ft. from the opposite side yard), as detailed on the plans dated 5/2002, Job #02-19, by Peter T. Pedlas, A.I.A. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and Dereonal inspections the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The neighborhood is a well- established subdivision situated on about one-half acre lots. The property is a non- ~.~ Page 2 - April 3, 2003 Appl. No. 5243 - R. and J. Forrestal 100-1-23 at Matffiuck conforming 20,560 square foot lot in an R-40 zone containing a 1 *~ story house with garage and decks. The applicants pmpcee to convert a potfion of the dwelling and eXisting two-cari garage into a garage .with a two-story structure for a master bedroom suite and to enlarge the other bedrooms. The ~equired [otal side yarc se~fy,~s are 35 feet, the applicant with the,additions and alterations will maintain a total Side yard setba~ of 33 feet. 2. The benefit sought by the applicants cannot be achieved by some o~er means other than a varihnce. The house met the side yard mquiremants before the code was chartged In. 1989~ when the total side yard ~equiremant was 25 I~eef- The applicants are bailding over an eXisting structure and not ehlarging the original footprint of the house. 3. The difficulty was self-created when the applicants decided to enlarge the dwelling. 4. The Vadance is not substantial as the total setbacks will be 33 feet instead of the resuired 35 feel Total lot coverage is 15%. The variance will not have an adverse effect or impact on the pnysical or en~irdnmental conditions in the naighborheed or distdcL No evidence has been sub~mitted to suggest that ti~ s variance will have an adveme impact on the physical or environmental conditions in the neighborhood. 6. Grant of this requested variance is the m~nimum necessary for the applicant to enjoy a secood-story addition over the existing garage for a new master bedroom suite. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law, motion was offered by Member Oliva, seconded by Chairwoman Tortora, and duly carried, to GRANT the variance as applied for and shown on the plan dated 5/2002, Job ~,K)2-19, by Peter T. Podlas, A.I.A. 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 Cede, other than such uses, - / . TOWN OF SOUTHOLD PROPERTY RECORD CARD [0o -Z~o- /'~3 OWNER STREET /~6_ff VILLAGE DIST. SUB. LOT ~:ORM~ER OWNER N I~ 'ACR. ' ~. ~ -b~.n~ ~~ . ~ 7~ ~_. _~_ ,,~- -- ' W ~PE OF BUILDING RES~ S~S. VL. FARM CO~. CB. MICS, ~N D IMP.. TOTAL DATE R~RKS = ~}O7 i~ ~ I 1, / ~ ~e~ ~ /z FARM Acre Value Per Value Tillobl~ ~RONTAGE ON WATER W~lond FRONTAGE ON ROAD MeadoWl~d DEPTH House Plot BULKH~D Tot=~ ~ ~ ~ DOCK COLOR M. Bldg. Exteneion Extension Extension Porch Porch tx? '%. z~/'q~' = 2- I& Foundation Ext. Walls/~ 75 ' Fire Place ~'(F )fpe Roofi Recreotion Room / O O ~rmer Bath Floors Inferior Fihish Heat ~,/ Rooms 1st Floor Rooms 2nd Floor Driveway i~inette DR. BR. FIN. B Town Hall, 53095 Main Road P.O. Box 1179 Southold. New York 11971-0959 Fax ~631 ) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTItOLD August 2nd, 2007 Rory & Jennie Forrestal 1065 Saltaire Way Mattimck, N.Y. 11952 RE: 1065 Saltaire Way (alterations/additions) SCTM# 100 1 23 Dear Mr. & Mrs. Forrestal, Please be advised that your Building Permit # 31280 issued July 14th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town tlall Annex 54B75 Main Road P.O. Box 1179 SoutJ~old, NY l 1971-09,59 Telephone ((;31) 7G,3-1802 Fax ((331) 76.5-9,502 BI 5ILDIN(; I)ISPARTMF;NT TOWN OF SOUTHOLD ,Tanuary 28th, 2011 FIRST NOTICE Rory & Jennie Forrestal 1065 Saltaire Way N~attituck, N.Y, 11952 RE: 1065 5altaire Way (ALTERATIONIADDJ. ~ ~ON) 5CTM: #1000-100.-1-23 Dear Mr. & Mrs. Forrestal, Please be advised that your Building Permit # 33337 issued August 22nd, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $150.00; at that time, we can schedule an inspection by one of our Building Inspectors. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. ON SL~VEY, ~ FOR A ~ U~E O1'~.¥, AND ~ NOT ~E ~ FOR ? FILE NO. /~-~,/~'..~ SURVEYED /I~.~=~A/' ~ WILLIAM R. S~'~,,.MON~ P/O BOX 377 JAMESPORT, g I., N. Y, PAGE 2,..~ C.~IIO SU,V~¥ED FOR:- ~:>O~'y' '~ ,,/E','J,<-//~ Z, ~~ . TOWN OF ~~ LOCATE~ AT ~C~ /m LOT ~ ' / ~ CO. CLK. NO. ~ BLK. ~ LOT ~.~ ~ CON~UCTION O~ F~C~ · SUFFOLK COUNTY N.Y, FILED ~C~. SURVEYED *4~C:M /0~ 1 9~5'~ BY WILLIAM R. SIMMONS JR. PlO BOX 377 JAMESPORT, El., N.Y 11947 SEPTIC SYSTEM DETAILS: SITE PLAN S~LE: 1" = 40'-0' FROM S£PTI( FROM SEPTIC JSCTM # 1000-31-16-2.2 TEST HOLE DATA DATA SUPPLIED BY: Mc~NALD GEOSCIENCE 6OX 10~, SOUTHOLD, NY [1791 (631) 765-3677 REVISIONS: S-1 EXISTING SEPTIC REMOVED AND L~/ITH CLEAN SAND N APROXIMATE LOCATION EXI~'I'ING SEPTIC SYSTEM EXt~I'ING DECK '$ J$CTM # 1000-31-16-2.2 SEPTIC SYSTEM DETAILS: SYM.: DESCR.~PT]ON: LOCATION LOCATION FROM "A": FROM "B": ST 1500 GAL. 23.1' 57.7' SEFq'IC TANK 8' DL~. X 8' DEEP LP I 38.1' 65.7' LEACHING POOL 8' DIA. X 8' DEEP LP 2 33.8' 73.0' LEACH]NG POOL PARTIAL SITE PLAN SCALE: 1"= 20'-0' REVISIONS: S-2 Pemait Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoiware Version 3.6 Release 1 Data fllenamc: Untitled.mk PROJECT TITLE: Mr. Ropy Forrestal COUNIY: Suffolk STATE: New York HI)D: 5750 CONSTRUC'FION TYPE: Detached I or 2 Family HEATING TYPE: Non-Elee~ic WIIqDOW / WALL RATIO; 0.0~ DATE: 07/14/05 DATE OF PLANS: 6/14/05 DESIGNER/CONTRACTOR: Peter Podlas Architect PC COMPLIANCE: Pas~s Max[mum UA = 106 Your Home UA ~- 68 35.8% Better Than Code (UA) Gro~ Olaziag Area or Cavity COnL or Door ~ ~ ~ U-Factor Ce{llng 1: Flat Ceiling or Scissor Truss Sl~light 1: Wood Frame:Double Pane with Low-E Wall 1: Wood Frame, 16' o.c. Window l: Wood Frame:Double Pane with Low-E 518 19.0 0.0 26 4 0.035 0 716 19.0 0.0 40 55 0.035 2 COMPLIANCE 5TATEMEI~: The pn~po~d building rcpre.~ted in this documen! is consistcmt with the building plans, specifications, and other calculations submitted with this l~rmit applicatiun, The proposed sl~t~n~ have designed ~ mcct the New York S~scrvafion Cons~'uction Code requir~menls. When a Registered Desi8~ Professional has stamp~_an~.~t~.'l~, t~"N~e attesting that to thc best of his/bet knowledge, b~lief, .nd professional judgmepi"~l~isl~ili~eei~fl~'t~ns a~.in compliance with this Code. GENERAL 5PECIFIC, ATION5 1.00 2.00 2.01 2.02 2,03 ~.00 ~.01 3.02 5.04 3.06 5LJRVEY Burvey data taken from survey dated, 311016':(, P~llllam Bimmona JR. OITE ~ORK Excavation shall be su~clent to provide full design dimensions or to allou~ for forming as required. Ail footings to Pear on virgin aoiJ, pressure assumed bearing cap 2 TBF. Backfill and compaction - usa dean earth containing no organic matter, wsli graded. Fill beneath structure shall be compacted to q5% denalb.J as per ASTM D 1551 Method D, Backfill shall not be placed agalnst the existing foundation walls until the concrete is of a suf~ctant strength and the walls am braced at both top and bottom by framing lumber or tempora~ bracing, Drainage at footings - as required 4" diam. perforated plastic pipe to d~ wall if soil conditions require it. Backfill shall not be placed against the existing foundation walls until the concrete is of a suE~clent stNngth and the walls ars braced at both top and bottom by framing lumber or temporary bracing. OONCRETB Concrete work shall conform to American Concrete Institute Btandard. Concrete shall be a min, 3000 psi class ~ 23 days unless noted othen,ulse. Porches steps, steps, garage floor to ba 3500 psi. Ralnfoming Rods - ^BTM A-305:bi6 x10/10 I.'bNF ABTM A-135. Reinforcing in footings only where variation in soil conditions ragu[m, and where soil does not provide 2,500 psi or noted othartuiss. Formwork shall ba well braced true to dimension, level and plumb and foundation has Peen designed for grades less than 5%. VaporBarrler4mil, polyethylenesheattapalledgesb"' Membmnewatarproofing shall be installed on all sub-surface exterior foundation walls, Footings at different levels shall Pe stepped and the stap rise and run shali be a maximum slope of 1 vertical to 2 horizontal. 4.00 4.01 4.02 5.00 5.01 3.02 MASONRY Concrete Mesonr~ Units shall meet ABTH C-qO grade A; solid block ASTM C-145 grade B, Shapes es mqulmd; 23 days old before Installation, Minimum net compressive strength of block to be 2300 psi. Purging - 1 coat Portland cement purging on above grade CMU. 5pangs finish ¼" at mesonnd wails below grade. METAL5 Anchor bolts shall be 5/6" diameter embedded '/" in poured concmte sad 15" in unit masonnJ. Mia (2) anchor bolts par section of plate, 12" from each sad with inter- mediate bolts as per chart on sset A-2.. Metei'Jol~t HangaN ahd T~DO. uns shall b,e used at all Joists with direct bearing. 16 SA,galvanized steel, Uss all n~lls provided bg ~nanufacturer, By Blmpaon or equal. All framing to receive hurricane clips and tie-downs ss per sheet A-2, Nails - number and ~Jpe for each application as called for in the 5BCGI (see sheet A.2), 6.00 6.01 6.02 6.03 6.04 b.05 6.06 6.01 6.03 6.10 6.11 b.12 6.13 1.00 1.01 '1.02 T.03 '1.04 l,'tOOD 5III Plate - ACGI traatad to meet American Wood Pmaerven Institute standard. Floor, ceiling Joist, roof refers and girdeN - same grade and construction as for structural lumber noted above (b.02). Bddglng - wood cross bridging - as required by code. 6'-0" 0.¢. Roof Trusses - designed and menuPactumd to meet all applicable codes. Provide shop drawings sealed b~ a Professional Engineer; Fabrication certified by engineer prior to installation. Floor Deck - 3/3" pk~[uood, standard C-D.X DFPA, direct bearing at edges. Provide %" plL~uood finish underiayment belouJ all vinyl flooring or equal. G~ue to Joists. Roof Deck - W' pl~tuood C-D-X DFPA, exterior glue. Oheathing - 1/2" pl~uood C-D-X DFPA, exterior glue Wall Btuds - 2 x 6, 5es framing and plans For spacing, All structural lumber shall have 1100 fe bending stress; I ,bO0,O00 modulus of elesticib.J and max lq% moisture content, Doug Fir No. 2 unless noted otheruJIse, K, lood Siding - applied aver 15 lb. felt or Tyvek, Pl~,uood - all pl~uood used atructurally shall meet the pen'ormance standards and all other requimmenta of applicable UO CommsmJal Standards for the ~pe, grade and species of plL~good and shall be so IdentiAed by an approved testing ageno..J. Provide double Joists under all parallel partitions. Provide (2) 2" x 10" headers mia, over any window, door opening or any opening with double uprights, q'-O" and over with triple uprights, unless otherwise noted. 5es Header Ochedule A-2 All pm-engineered lumber shall be Georgia Pacific CPI series wood I-beams and LVL products or equal All Joist, girders and headem shall have bearing stiffeners Installed as per manufacturers recommendations. Web stl~nen shall be required at all load and bearing points at a minimum. Handling, storage and erection of components shall Ds as par manufactumr'a recommendations. THERMAL AND MOIBTURE PROTBCTION Dampprooflng, brush apply one coat of asphalt emulsion to exterior of all bst~u grade wails. Also add vapor barrier as per 8.05. Bill 5eat - W' x 3 1/2" compmsslbla fiberglass beneath all ex[er[or sill platas. Insulation .floor-b" Bart, R-lq Insulation. Kraf~ paper face vapor barrler Ceilings and room - fiberglass, b" Bart R-I~ Kraf~ paper faced or as noted othertuise. All u~alls to be R- lq, b" Bart Insulation. Roofing - ~5 yr, Arch. shingles . Apply over 15 lbs felt or as noted othe~lse, Provide b ~estaneN per shingle. '1.05 '1,06 '1.0'/ 3.00 3.01 ~.02 3.03 3.04 4,00 q.01 10.00 10.01 11.00 11.01 11.02 11 11 12,00 12,01 12.02 12.03 12,04 13.00 13.01 13,02 13.03 13.04 13.05 14,00 14.01 14,02 14.03 14.04 15.00 15.01 16.00 16,01 16.02 Fleshing - Aluminum flashing, lead coated, flash ell wail penetrations, Flash all comers. Flash ail valleys, ridges, wlndo, us, door heads, and joints of dissimilar materials. Caulklng/Bealant - as, selected Py Builder. Gutters and Leaders - .032" prefinishsd aluminum gutters. leaders. Color - white. To d~.uells If required. .024" preflnlshed aluminum DOOR5 AND IAIIND~OWO Openings for emerg~enod use shall Include doors or operable parts of windows located as to provide unobatlructed egress to legal open spaces. Such openings shall not Impede egress In anl emergenoJ, shall have a minimum area of 3.'1 ad. ff, with a rain, height of 24" end a ~'nln. width of 20" with bottom of openings no higher than 44" above finished floor in all albova grade stories. All glesa within 16" of floor to be s~e~ glass. ~mde floor open[ngls should have a min. nat clear opening of 5 sq, fi, Minimum window re~qulrsments per room is 3% o~ floor area for light and 4% for ventilation. Doors and windows to be Insulated glass. Entrance doors to c(onform to NYB Energy Code. FINISHED Dr~.uall - W' tapere~l edge gypsum board, applied, taped and finished es. per U5 Gypsum Company rrecommsndatlons. Usa water raalatant ~pe as substrata for ceiling as per NY5 I~ulldlng Code. CAST-IN-PLACE CONCRETE All reinforced concrete shall Pe furnished and Installed In accordance with the current ACI-313 "Bu41dlng Code Requlramente far Reinforced Concrete." FOUNDATION NOI'EO The presumptive soil beefing capesl~d is assumed to be (2) TSF for all footings. Filled aubgmde bel<0LU Aoor and footings shall be compacted to be 45% of the modified proctor. Provisions must be taken to protect afl concrete work from frost damage with special attention paid to ~oc~tlngs and other on grade prior to backfilling and enclosing the building. The maximum vsrtllcal distance measured from the top of a basement floor slab to outside finished gnarls shall not exceed the following. Type of Wall 3" block wi#5 rods I~ 43" c.c. 6" block wi#3 rods ~ 40" c.c. 3" concrete (unNlnt~orced) 10" ~ncmta (unmllnforce~) Height '1~. '1~, 4E. MASONEY Concrete mesonna ~unlts (CMU) to ADTM C-40, Minimum net compressive strength shall be 2,000 psi. Mortar to be ~pe "N". compressive strength to be 2,000 psi. Provide "Dur-o-wal~l" standard gauge or equal in all wafts over b counss high. STRUCTURAL 5T EEL NOTE5 Steelwork in general aha, conform to the current specifications for the design, fabrication and sanction of structural steal for buildings adopted by the AIOC. All structural steel ~shall be In accordance with the ASTM specifications, A36 u4th a strength of 3Bb,000 pst. All connections exccept aa noted on plans and details shall have bolted or welded connections as In' the latest edition of the AIBC manual. 5hop drawings to tbs submitted to structural engineer for approval prior to tabrication. Erector shaft provl~da adequate tampom~ bracing for lateral stablllb-J until stud walls, plt.J, uood, roof trus.'ses, and sheathing ars in place. ELECTRICAL 5hail conform to t~he latest revision of the National Electric Code, the Local Fower Company and ali applicable local regulations. Provide clock ~p~ day]night thermostat Provide smoke d~tecton as per NY5 building code. Kitchen and bath Itc have exhaust ~an as per N¥5 building code, WATER AND OAt'NITAR¥ 5YBTEM Betuage disposal ~system and fresh water supply shall be designed and built In accordance w[tt~h Suffolk Coun'0d Department of Health. MISCELLANEOU!I5 Extreme ears and~ proper measures shall De used so as not to damage, bulge or tip walls due to amysuperlmpossd pressure, shoring, bracing, ate,, shall ba employed , until the full dead Icad of the building Is on the wall. Do not backfill against foundation wails until floor su~Jstem installation Is complete. Whsm drawings mrs In conflict with other drawings or detalia, the contractor shall noti&J the architect for cWarlflcatlon. Do not scale drawingS. 16.03 16.03a. 16.03b. 16.04 16.05 1'1.00 1'1.01 1'1.02 11.03 1'/,04 1'1,03 1'1.06 1'1.0'1 11.03 1'1.0q 11.10 11.11 11,12 1'1.13 11.14 The architect will not hays control or charge of end will not ba responsible for construction means, methods, techniques, sequences and programs or for safat~ precautions and programs In connection with the work. The contractor shall give all notices and comply ~ufih ail laws, ordinances, rules, regulations and lau.~'u[ ordure of any public authority beefing the performance of the u~ork and shall promptly noti~J the architect If the dra. ulngs and specifications are at variance hero~ulth. Owner and contractor shall Indsmnlfi.j and hold harmless the architect and their agents and employees from all claims, damages, losses and expenses including but not limited to attorney fees arising out of or resulting from the performance of the work provided that any such claim, damage, loss or expense (1) la ettfibutabls to bodily InJun.J, sickness, disease or death or to inJu~ to destruction of tangible property tother than the work ItsslF) Including the loss of use msulltrng there from and (2) Is caused In while or In part by any negligent sci or omission OF the contractor,, any sub- contractor, anyone directly or Indirectly employed by any of them or anyone for whose acts any of them ma.J be unable, regardless whether or not it Is caused In pert by s par'~d indemnlAed hereunder. Architect Is not engaged for supervision In any capacity unless othertulse noted, Contractor to obtain all permits and insurance necessary to protect the architect and the owner. Architect to be notified In writing ofall changes prior to and during con- structlan. This draining is an Instrument prepared to facilitate construction and shall not be construed as a contract between the builder and the owner, Federal, Brats and Local zoning and building code compliance shall be the responslbillt~ of the contractor. NEI~ CODE CHANGED All envelope su~tams shall bs In accordance with the NYC Energy Conservation Code. Fireplace construction shall Pa In conformance with Dec. R1001. Air leakage with glass enclosure and doom outside air supply shall be provided as per N1101.3.3. Guard mils are only required where the difference In grade is more than 30". (R91b.1) Ot~snlng in guard rails to be 4" max, (516.2). Handrails am required on stain with 2 or mom risen The new code describes the height of a building as the distance fi`om the average grade t~ the average height of the highest roof surface; Individual Jurisdictions may still redefine it differmntl[j in their zoning codes. If wall Is greater than 6 f~. above grade then It is considered a sto,.J. Attic access openings must be a minimum of 22" x 30" with a min. of 30" unobatructad headroom above (R60'1.1) Otairway Illumination (R:~03.4~, All interior and exterior staims to bs provided with Ilium[hellion, including landings and treads. Interior stain fight source to be in immediate vlcinltt.J of each stal,.ua~ tending or directly over each ateJn, uay section (minimum 10 foot candies). Extafior atalm light source to be Immediate vicinlty of top landing of stai~uay (bottom landing for basement staktuays~. Light activation devlcas to be located at both top and bottom of interior stairs; located u.,4thln the dwelling unit for extafior staln (continuously illuminatad or automatically contmltsd a[so permlted). Extefior dscks u4th staircases fight su4toh at top and bottom of ataim. Pihsnaver an alteration is made to a residence, the entire residence has to have hardwlrad smoke detectoN Installed (R~1'1,1.1). Ex[efior flame LuaI~s require a rating of 1 hour for fire separation distance of Ises than 5 E. Lendings are required at exit doom other than the required exit door If them are more them 2 fisem (R312.1,2); landings can not bs more than 1 1/2" below door threshold for exit doors. Light, Ventilation and Heating (R503,1) Habitable mom to be provided with aggragata glazing area of at least 3 percent of the floor area of the rooms. Exterior glazing not re4ulred in rooms with artificial light capable of avg. illumination of b ~. candies at 30" above the Outdoor openings for ve.~tll~t on .1~ ~hab[!ab~le rooms to be at least 4 percent of the floor arena of the rooms, Openings ~ihe-~rlor nor required Luhem aachen[cat ventilation is pray dad n accordance u4th providing .33 air change per hour oi' a u/sole house mech. - 1 ~cu/PJmlnute per occupant. Ceiling Heights (I~,05.1) Minimum ceiling height of-/'-b" to the lowest projection required for habitable rooms. Minimum ceiling helght of '1 ~, permitted for: hallways, bathrooms, laund~ moms, etc, Habitable bessments areas, with reduction to 6'-3" at beams, ducts and other obstructions. Minimum height of 6'-6" permitted In nonhabltabla ames OF besements, with reduction to 6'~" at beams, duc~, 5ani~tion (~06 and ~03). Toilet, bath and sho~r spaces to be provided with fl~um clearances and clear floor space es sh~n In Fig. ~01.2. 5h~r compa~men~ ~ haw nonabsorbent suites ~o a minimum helgh~ OF ~ ~. above the Hazardous Locations (Section ~05,4 ~1-~5) 5pedAc hazardous laotians set ~ In IRC ~hem glazing to comply ~ith provisions for human impact Io~s: Glazing In side-hinged s~ln~lng doom (other than Jalousies) ~lazlng In fixed and slldlng panels of sliding door assemblies. Cia=ed panels in sliding and bi. Id closet door essemblles. ~lazing In s~rm doom. Grazing in un~amed s~inglng doan. ~lazlng in doan and enclosures ~r hot tubs, steam moms, saunas, ~hlfipools, bathtubs and sheen. ~hem any pa~ ~ building ~all encloses such compa~men~, glazing ~lthlrn 60" radically above standing or ~alklng su~ ~ be regulatad. (5 R, rule - 5 R. above ~alklmg su~ce, 5 ~, horizon~ll~ Hesardo~s Locations (~0~.4 ~-~, 5petite hazardous locations set foKh in iRC ~h~m glazing to compl~ ~lth provisions ~r human Impact loads: Glazed panels adjacent to a door ~he~m: nearest ve~ical edge ~lthin 24" arc ~ door in closed position, and bo~m edge in ~th[n 10" ve~kca~l~ of~alking su~ca. Exception for pe~endlcu~ar ~alls and limited depth closets. Pmvlowsl~ regul~ed ~hem glazing ~lthln 16" of door ~lth no height crltefia. Larged glazed panels ~here ~our' conditions exist, exposed ama o~ Individual p~eds ~ ~ ~., and ~Eom edge ~fihln 1~" ve~lcall~ OF ~oor, All b. met befem s~etU UNLAWFU '%C TIF "ATEIODATE: Z/r ~; B.P.*/ WITh FEE: ~ BY:~ 7~1~ 8~ TO 4PM FO~ TH~ ~ING IN~ECTIONS: Architectural Revie oard ~. ~- ~o REQU'~ED Roof - Arch. Roof 5hlngle OUGH - & PLUMBING 51ding - ood shingle Siding to match exisfln ~. FFF~AL - CONSTRUCT~N Fascia - Pine - l, Nhlte K'IindoLus - Andersen - u hlte w/grilles, Otorm uard 0Brles ~E COMPLE'~ r-3R C.O. AL~ CON£T~UC~I, N SHALL MEET THE R;~QUIREMENT: , ~F CODESCr NEW YORK STATE, r ;=SPCNSI~LE FOR DESIGN OR CON3inJCTION ERRORS. The Contractor t~rrant~ to the Ar~hlto~t that he possesses the pa~lcular competence and skill In ~onstru~tlon he,asSail to build,this proJs¢~ u4thout full e~slneerlng and architectural servlce~, and, 1'1,15 1'1.13 1'1.1'1 11.1~ 1'1.1~ 11.20 11.21 11.22 1'1.23 Landings (R312) Otal~ua~s - a floor or landing to be provided at top and bottom - No landing required at top of an Interior steinway provided door does not swing over stain. Extafior doors - a floor or landing Is redulmd on each side of an exterior door - At other than the required exit door, a landing la not required on the exterior side of a door having two or fewer riseN. All doan - a floor or landing shall not be more than 1 1/2 in, lower than the top of the threshold - At other than the required exit door, the elevation different below the threshold of an ex[efior door Is Ilmlted to 3 1/4", pravlded the door does not su4ng over the landlng (not applicable to storm EmergsnoJ Escape and Rescue Openings (310). BIIco enclosures u~lth direct exterior access permitted If In compliance with minimum net clear opening requirements. Otalrway Treads and Risen (l~gl 4.2) Maximum riser height to be ~ 1/4". M~nimum tread depth to be :1". (R514.1) 5tal~uag width - stalru~ajs to baa minimum of 3b" In w~dth at points above the permitted handrail height. Handrails may project s maximum of 4 1/2" on one or both sides of stairtuaya. Minimum clear stalrtuay width at and belou~ the handrail height, including treads and and landings, to be'. 31 1/2" with handrail on cna side only, 2'1" u4th handrails on both sides. K, lJthln each flight, maximum vaflatlon of Sl~" between greatest and smallest riser heights, l, Nlthln each flight, maximum vafiance of 313" between greatest and smatlest tread depths, 5ta[Ituays with sofld fisen to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not mqulmd for treads at least 11" In depth. (Open risen cannot permit the thru passage of a 4" sphere,) Btairtuay Height (R314.3) Min. headroom of b'-6" for staln.uays and landings - Headroom height measured vertically from sloped plane adjoining tread nosing or from floor surface of landing to any obstruction above. Accessible space under stain to receive 1/2" guJb. Opeclal Stairways (R514.4, R514.5 and R314.q). VNindsn to have minimum tread depth of 6". Tread depth to be at least 10" at any polar more than 12" from the narrow side. Brooke Alarms (R51'1) ~lhem multiple smoke alarms are mdulmd, Interconnectipn Is mclulmd. Omoke alarms to be located, in each sleeping room, outside of each separate sleeping area In the Immediate vlcinl~ of the bedrooms, on each additional ato~J of the dwelling, Including basements and cellam, on each level In sprit level dLUafllngs t~hers an intarven]ng door Is located be'0.ueen the adjacent levels. An alarm located only on the upper level Is permitted where there Is no Intarvenlng door between the adjacent levels and the lower level is less than one full sto~ below the upper level. Handrails 51za (~315.2) Two methods proscribed with option ofaccapting handrail with equivalent gmspablllb.j. Type 1 rails - If clmular cross.section, diameter of 1 1/4" to 2"; If nonclmular mil, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II mils - pefimeter dimension exceeding & 1/4", graspable finger recess to be provided on both sides of mil, with speclAc dimensional criteria set forth in coda. Handralls(SectionR315.1) Locatadat34"vertlcallyabovanosingoftmads, MIn. of ona handrail required for stain of two or more dasH. Handrails to be continuous full length of stain from a point directly above top riser of a flight to e point directly above lowest riser of a flight - m~ be Interrupted by a new post at a turn, volute or turnout permitted over owest tread, Guards (R31b) Railing is to be a min. height of 36" where porch, balcony, landing or missal floor surface Iocatad mom than 30 In. above floor or grade Dmttstopplng and Firablocking (R502.12 and R502.13) P~hera a floor membrane above and ceiling membrane below create the concealed space In a floor/celllng assembly, drat~topping to be provided under following clmumstances: ceiling suspended under floor framing, floor framing constructed of truss-bdpe open-u~b or perforated mamben. Metadals for draEstopplng to be adequately supported and installed parallel to floor ~'amIMg membsn unless othem4ss approved., 1/2" gypsum board, 3/3" wood structural panels, 3/3" Type2-M4~l psrtlcleboard other approved materials. ENERGY CODE BEE ATTACHED CALCULATION5 5GUARE FOOTAGE CALCULATION5 15T FLOOR 2ND FLOOR TOTAL C 0000,5 . FT. DECK 000 FT. 516 FT. PORCH aG. FT. --- -- GARAGE 000 FT. 51 ) FT. 'TI ~ ~1-~.~ dra,uing has been prepared In accordance with the provisions of Title VII, !kENT8/01tt~lRl:145, Bections 1200-120q ~ the NY5 Eduction L~. It Is a vlol~lon OF ~(~K 8~~ ~r any pecan, unle~ he/she I~ acting under the ~lmct supe~lslon ~ a ~Jcen~ed pro~ssional Archltec~ to al~r any po~Jon OF this drying In any ~ag. Jf any pa~ OF this drying is altered, the al~rlng Architect shall a~x ~ ~he Item alte~d his seal sad the n~tion "altered ~" fail.ed by his signature, the date ~ altsration and a specific description OF the alter~lo~. ~ I~N ~ls drying has been prepared for tMe speclAc project indicted, and Is an IhJEC~ent ~ semite co~rlghted ~, and the sole prope~ ~ P~er T. Podlas, PC. I~D. This d~ing ma~ not be copied or used, in ~hole or in pa~, b~ an~ pa~ ~ithou~ the expressed ~ri~en consent of Peter T, Podles, PC. In~ngemen~ or any use of IC [ TlO~ls drying ~r any other purposes ~lll be prosecuted te the ~11 e~en~ of criminal ' J=FO~ ~ civil I~, Possession of any co~ ~ this drying not con~lning this notice or )C jpA~rchlmct's seal and slgnatum, In red ink, ~lll be grounds ~r prosecution, ~E~here shall be no master firing OF this plan ~lth any building depa~ment and shall ' ~~em the plan to not be valid, sealed and signed plans am good for one calendar ,% L~ar ~om the date listed belo~, · ThlsplanJsferthebuJldinglo~addmssbel~andlsforaone~lmeuse Dated 03/25105. Address: 1065 5al~lm ~g, MaEItuck, NY COMS~U ~L~ES OF 'NEW CODES / As RE0UIRED AND'CONDITIONS O~ A~CHJTECT ~ i L !-LTHCO N 'R[J OTI E REQUIREk CODES OF NEW NAILING ~L[~BER CERTIFIC ,./ I;EADCONTENT I TIFICATE'OF OCt USeD IN ,UPPL Y SYST£ GF 1% PLUMBING GENERAI PEC, IFICATION Ground 5now Load 45 PSF Approximate Distance From Avg. High Tide Hark Less than 1 mile Greater than 1 mils Weathering Flood Hazard ';'as or No Dacay Slight to Hoderats Roof Dead Load 1BPSF Ground Snow Load 45PSF Spans Exposure B, G, D 2x6 Wind Speed 110 on~ Wlndborne Dabrts Protection Raqulrod ~orNo Satsmlc Tarmlts N/A HodlHeavg Winter Dasign Temp. 11 dagroes Aspect Ratio (L/W) HIn. 1:4, Hax 4:1 Actual ~ / ~ 15t Picot Lips 2nfl Floor Live Within 1 mile of coas.~r (SBCCI - 05TS 10-qq) No Frost Line Depth Ica Shield Underlayment N/A Hax Bldg. Dimension Actual Bldg. Dimension 40 PSF, Dead Load 10 PSF 50 PSF, Dead Load 10 PSF Douglas FIr~2, Fb = 550, E= 1,500,000 2x5 2x10 2x12 (AP & PA) Rafters 10-0 12-5 15-6 la-0 Gelling Joists 12-5 16-0 lq-1 22-5 1st FI. Joists q-q 12-5 15-2 11-9 2nd FI. Joists q-q 1;2-5 15-2 1')-1 RAFTER HEEL/CEILING JOISTS CONNECTION (151) Rafter Heel 6onnector (4) Sd (on every nailing, Joist rafter) to plats Gelling Joists to Paco nail Into Roof Raftars use: 5- 16d or 4- 10d common nails Ceiling Joist lap over partitions, faca nail with 5 -16d or4 ~(4) Sd nailing, Joist to plate Rafter/Heel COnneCtion RIDGE CONNECTION5 1 x6 collar ties 46" DC rCeiling Joist Connection (150) Ridge 6onnectlon 5trap in the upper~ ..~. ridge vent '~15 o~ sp~t.) ~ollar Tie . . %/ Structural Collar ie . . Ridge ~ Detail (4) 6d nailing ~ Detail ridge vent cripple studs - see schedule If straps are req'd DOUBLE PLATE SPLICE (110) [ Lap splices to be connected wi the no. of nails betu~een ed. upper and lower plate Joint Building Width 24' 56' 44' Building length Number of 16d Common Nails 50 Anchor Bolts Exposure "B" & mag" (2)- r~u~s 16d ea. side splice below 110 mph 120mph ~ ~,-o-.,N. late ~ 10 16 Top plates,lap & Intersections, Pace nail, 2- lcd Top plate 5/5" Diameter 4S" DO 4sm' OG -- Bottom 5"x3" x 1/5" washers, BLOTTED anchor bolt.' plate (~1) "TOP VIEW- Notes: Anchor bolts to Pea min. of 'l" embedded Into concrete, max. 12" From any corner and splice, min. 2" ~om edge of sill plate, Anchor bolt washer to be 5" x 5" x 1/5, max. slotted. Use hot dipped anchor bolits and washers in all flood zones. Double up all 2x~ sill plates and lap) bottom splice with top plats and spike top plate to bottom plate with (5) 16d common maims each side of splice in lieu of having both anchor bolts within 12" of spiica on the b~ttom plats. (Note: the bottom plate spiiCre mUSt have a least one anchor bolt within '12' From Its end) Foundation footing and wall (66) Foundation footing to ba 20" wide and 10" thick with ;2 - #5 continuous bars Use a ~B bar at the top of the foundation wall. Rein~)rclng shall be continuous ~ corners by use OF corner bars or bangling, min. lap is 25". Vartical relnf, consisting of Dna ~B bar shall be used at 5 ~ 06 and shall tarmlnata in fha top of fha foundation Lulth a standard hook. Footing dowel bars ambaddad a min. of 6" Into the footing shall be provided for all required vertical reln~rcoment, Dowels shall have a standard ~0 dsgree hook. l~lNDOl~i AND DOOR OPN'G CONNECTOR5 ~indc~u openings connastlons: ~ulndow# sizs #Jackstuds 1 2 4 5 1 10 Door openings connections: ,Door ~ alza ~ Jack studs 23 '24 2'1 2q king studs Cee Floor Plan for Notes 002) # king studs top hdr. con. Dee Floor Plan for Notes (102) hdr. connector bottom connector bot. hdr. con. H2.SA tis daun, es. use H2 o~ ' over stud condition Al (~) (~ ~lddo~n 5d Nail et 6'mDG .~.1~==~ (alIPaneladges)~~orner =4"oc Detail TYPICAL HOUSE INDICATING VARIOUS FRAMING DETAILS/CONNECTION5 cripple 5TRUCTLDRAL eHEATHItNG &M KING studs JACK cripple studs straps are req'd STRUCTURAL SHEATHIN~ OVER STUDS SEE DETAIL N &M klN~ use H2.SA e PHD2 -SDS5 use FHBS -5053 TKt0 STORY YNINDOY~ HDR. DETAIL (EXT, OUTLOOKER OVERHANG OUTLOOKERS Connectors ( Gable so.ts) Exposure "C" 110 mph 120mph H2,SA (simpson) H2.SA (simps(on) 110 mph 120mph H2.SA (simpson) H6 (simpson) ~) ONE 5TORY l~llN'~Ol~l HDR. DETAIL OUTLOOKER ' ' 4" DC n~ilin~ 4' perimeter ...... =~ /nailing zone blocklng~ ,'x ~ I ~ ~ 20" m~homdou~n~' Nailing Schedule Joint Description ROOF FRAMING - Plocklng to rafter - toe nailed rim board to rafter -end nailed WALL FRAMING top plate to top plate - Pace nail top plates @ Intersection - Pace stud to stud - Pace nailed header to header - Pace nailed top or bot. plate to stud - end nail bottom plats to Aoor Joist, band Joist, endJolst or blocking FLOOR FRAMING Joist to sill,top plate or girder -toe bridging to Joist - toe nailed blocking to Joist - toe nailed blocking to sill or top plate - toe ledgsr strip to bsam - Pace Joist on Isdgsr to beam - toe band Joist to joist o end nailed band Joist to sill or top plats ROOF SHEATHINg structural panels GELLING SHEATHING gypsum wallboard WALL SHEATHING structural panels gypsum wallboard # common # box nd[ts nails nail spacing 2-5d 2-10d each end 2-16d 3-16d each end 2-16d 2-16d per Foot 4-16d 5-168 joints-each side 2-16d 2-16d 24" OG l-lSd 1-16d 16" oc along edges 2-16d 2-16d per stud 2-16d 2-16d per foot 4.6d 4-10d perJoist 2-5d 2-10d each end 2-5d 2-10d each end 3-16d 4-16d sach block B- 1 Cd 4-16d each Joist 5-5d 5-10d per Joiat 3-16d 4-1 Cd per joist 2-16d 3-16d per Joist 5d 10d see chaK a Bd coolers 5d coolers 5d 10d 5d coolers 5d coolers T' edge/10" ~leld see chart b '/" edge/10" Reid Asphalt roof: shingles to have 6 fasteners per shingle Sheathing plate Blocking dice lines Blocking lines Sheathing sill plate 5d cooler= 1 SIS" 5d gypsum panel ~all,l~ 112 ga,,15164" dia. head = 1 1t4" dn.ju, mll sere[u HURRIGANE SHUTTERS Hurricane Ohutter TyPes The General Contractor Is to provlds the structure with 1/2" CDX pl~uood panels wi pro-drilled holes For Fastening screws For all Y11ndows and Doors. Panels to be numbsred and sf[ored on site In a d~ area, Use 2 1/2" #6 Wood Ocretus: 16" DC ~r 0' - 1'-11" Panel span 16" OG for 2'-0" - B'- 11" Pansl span 12" OG for 4'-0" - 5'-11" Panel span q" OG Par 6'-0" - 5'-0" Panel span Use ;2 1/2" #5 Wood Screws: 16" CC Par 0' - 1'-11" Panel span 16" DC {or 2'-0" - 3'-11" Panel span* 16" OC for 4'-0" - 5'-11" Pansl span 12" OG for 6'-0" - 8'-0" Pansl span Automatic Rolldou. rn Shutters Acsordlan Shutters Bahama Shutters Awning Shutters Storm Panel Shutters Pl,&uood 5huttars MUST HAVE 2X4 VERT. STIFFENER5 16" OG IF THE PANEL 15: 112" THICK · 24" SPAN 5/6" THICK · aW' 5PAN 5/4" THICK > 45" 5PAN FLOOR SHEATHING structural pansls < 1" 5d F BLOCKING - ![,IN FIROT BAY5 (112) LOOR JOISTS ROOF SHEATHIN~ REd~UIREMENTD FOR WIND LOADS 10d F' edge112" Held Solid blocking ~ 1st BUD end bays of floor joists for each {~oor @ 45" 06. Blocking to receivs a min. of (2) 5d ~) each end of blocking. Bxpoaura "B" = 1/2" Exposure "G" = 10"* ' applisd with corrosion resistent Fasteners ( R q05.2.1.2) Attachment requirement are to be applisd on Doug Fir Rafters with 5d common or 10d box. PeHmet~er sheets are 4'.0" out ~rom all edges of roof plane, . NAIL 5PAGING ~or Roof Sheathing - CHART A 4' perimeter sheets Interior sheets edg~ 6"0C edge Interior 12"0C interior Bolld blocking ~) 1st b.uo end bags OF Blocking to receive a min. of {2) 6d ~ SatEena ~blocklng. ~here aEIc ~oor or ceiling diaphragm ( gLO" In Eom gable ~alls) Is USED to brace the gable end ~all or ~here a hip roof ~tem is used ~u DON'T have ~(124) block the 1 st b. uo rafter Daws CEILING RE~'MNT5 CEILIN~ DIAPHRASM One 5ton.J - save height up to 15' Bldg. width diag. length # OF 5d CC 24' 5' 6 36' 5' 4 44' 12' 4 Provide 16D coition nails ~ 6"DC along stud's when m~<. road Is less than ~O'IO lbs... Provide (1) 16d ~ommon For each lq2 lbs. abc)va 5070 lbs. ~ HOLDDC~IA(N REO'MNT5 6"0C , 12"O0 Two 5tory - save height up to 50' Bldg. width diag. length # ~ 6d CC 24' B' 6 ~6' 12' 6 44' 12' 4 5HEATHINIG RE~'MNT5 lX~ COLLAR TIE5 IN UPPER 1/'3 , EVER¥SRD RAFTER Double Edge Nailing 5" OG Vert. Edgs Nailing 6" OtC Vert. Edge Int. Nailing 12" CC I/~ALL SHEATHING NAILING REd~'MNTO 2x4 blocking on '~'-edge, splice blocking double ./plapa & box ._.Double Edge Nailing 5" OG double nail edge spacing NAIL SPACING For Wall Sheathing - CHART B 4' perimeter sheets Interior sheets vertical sdge 6"OC edge b"OC vertical Interior 12"OG Intedor ! 12"06 hoflziontel edges B" or 4" OG nailed In double rows Par perimetsr and interior sheets diaphragm boundar,.j,k,~ 4 x 6 plGwood panel-. This panel Joint Is not continuous, these Joints staggered panel Joints continuous panel Max. nail spacing st diaphragm boundary and supported edges Is This panel edge Is not supported bt.j blocking and Is known as the flee edge nailing along panel Joint Nailing to Intermediate 6"amlng members Is Slag known as '99eld" nailing. Spacing Is 12" c.c. .Floor or Roof Joists Partial Roof or Floor Diaphragm In Plan View NAILING RE~'MNT5 porch header Impson BGB2 - SDS2 · or BTHD Strap FTC radar into 5" dia. conc fi,ad SOhO tube ~ PORCH POST DETAIL5 Porch post and columns ,, ~t Column spacing ~"'~ Porch width ~ ~'0, use ~l'~b 5TR,At° Footing depth DESI<GN PRESSURE (~ Design K~ind Load For l, Nlndo~us 15' Msan roof hsight BizeofP~lndc~u & Door, Sq, ft. interiorzone end zone 0-2B sq ft 21 ~1 25- 50 sq R 26 2q 50- 100 sq ~ 25 21 Design ~ind Load For K,Undows PO' Mean roof height Bizeo~J~llndcx,u & Door, Sq.R. lnteriorzone end zons 0-25 aq R 52 33 25- 50 sq ft 81 35 50- 100 sd ff 2q B3 Design Wind Load For Skylights Bizs of sk~ight All sizes (15'/) 15' roof 2B ~0'roof ~0 · Unauthorized alteration or addition to this plan Is a violation of section '120q of the N¥~ Education Law · 6oplea of this plan not bearing the ArchltecUs red Inksd seal and slgnaturo shall not be considered to be valid and shall not be valid for construction. · There shall be nO 'master filing of thls plan wlth anw bu Idlng department and shall deal the plan to not be valid, dealed and slgned plans are good For one calendar gear from the date listed below. · This plan Is for the building lot address below and Is for a one time use Dated: 0BI25/05 Address: 1065 Baltalre Way, Mattltuck, NY' ~ ~r~,. ~\,%~t~ ~ GENERAL NOTES- HIE, H IAIIND '~~~>~/ PETER T. PODLAS, ~ o~ ~ ARGHITEGT DATE: 0~/~/05 05-22 5~ALE: A~ NOT~ ~age 2 of 5 ! J IF ?~ -I I I I I ,t (~, ,.wi eFt/I- 15!~fe ~-r 1 nod ~' exte~u p yw 1-,~" f..cia bo~d' wi. vinyl orw~od soffit vi=h/, soffit vents as required overhang ae~indicsted 'TYPICAL WALL ~sidin9 ~--fe%~ er ~yvek %"exterior sheathing 2~sta~s 16~o.c. R-I~ ineulatxon I,%- gy~su= wnll board ~gof ca~teFn~ee'e plans Eot sizee.K~to hava teco areas.R~__.~[kinsulntion'- ceiling JoiSts- See plans %wgypsumwnll board F pvL~ top & bottom on