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Home My WebLink About32927-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33621 Date: 03/26/09 T~IS C~RTIFIES that the building NEW DWELLING Location of Property: 1655 INLET POND RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 33 Block 3 subdivision Filed Map No. Lot NO. GREENPORT (HAMLET) Lot 19.21 conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 19, 2007 pursuant to which Building Per.tit No. 32927-Z dated APRIL 20, 2007 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 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GAR3IGE, COVERED FRONT AND REAR PORCHES AS APPLIED FOR. The certificate is issued to FRANK A PETITTO ( OWNER ) of the aforesaid building. SUFFOI~K COU1FI~f DEPART~NT OF ~F~%L~{ APPRO%rAL R10-06-0014 ~.Rt-rKICAL CERTIFICATE NO. 124137C 1~ C~KTIFICATION P;¥r~43 03/13/09 BURT'S RELIARLE 02/13/09 03/20/09 or Signature Rev. 1/81 'IQWN OF SOUTHOL9 A Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 'PLICATION 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 t~om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by thc applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: v/' Old or Pre-existing Building: Location of Property: /~ ~ //~2 L/. 7' ~ ~ 3 House No. Street owner or Owners of Property: /~t~.~} ~ V- /Of.. 7'/'7'7"0 Suffolk County Tax Map No 1000, Section ~ 50° J'q Subdivision PennitNo. ~ ~..q2--:~ Health Dept. Approval: Planning Board Approval: Request for: Temporm-y Certificate J . Fee Submitted: $ 5r/J. ~D Date of Permit. Date. (check one) Hamlet 0)3 Block ~9 Filed Map. Lot: Applicant: '~ Underwriters Approval: Final CeNificate:~ (check one) Applicant Signature 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. 32927 Z Date APRIL 20, 2007 Permission is hereby granted to: FRANK A PETITTO 122 THORNWOOD RD MASSAPEQUA PARK,NY 11762 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT & REAR PORCHES AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 033 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 1655 INLET POND RD GREENPORT Block 0003 Lot No. 019.021 19, 2007 and approved by the 20, 2008. Fee $ 2,990.40 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMI~*NT TOWN HALL ~. SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved aJc ,20 q Expiration 200 3' PERMIT NO..g~c~?~ Building Inspector BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? ~,Board of Health ,~ts of Building Plans Planning Board approval Survey Check Septic Form N.Y.SD.E.C. Trustees Contact: Mail to: Phone: d3t-~or~ ~9~P APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS q- 6 ,20 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 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, Suflblk 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 flame, if4t corpor~fffon) (Mailing address of applicant) //~) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~.a.,oV-- ~. CLTt'7"7'~ 4 /~)oSfJ~rq (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. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision ~ (.'ovC (Name) Section o 3 3 __ Block o 3 Lot o / ~, 'z. ! Filed Map No. /o g ;J 7- Lot g / 2. State existing use and occupancy of premises and intended use and occupancy of proposed-construction: a. Existing use and occupancy V m ¢.4 ~d .~ ,~ b. Intended use and occupancy owC (.['5 ~,o,~,./ 3. Nature of work (check which applicable): New Building ~ Addition Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars 2. (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Height 9. Size of lot: Front 10. Date of Purchase 11. Zone or use district in which premises are situated Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 6'b~. 5' Rear . ~ 6. ~" Depth __ Number of Stories Depth Rear /~/, ff'O Name of Former Owner 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES ~' NO__Will excess fill be removed from premises? YES NO 14. Names of Owner of praises ~oSt~w ~ r~o Addressl~oe~,,~ ~ PhoneNo. Name ofArchitect ~3oNomO~g~Wgo~ Address77~ ~ff~fs5wnY PhoneNo Nme of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF~"o f:Vo ~ -~ o ~ to T 0~ v i o ~ being duly sworn, deposes and says that ts)he is the applicant (Name of indivi4ual signing contract) above named, (S)He is the__~. _ ~ ~ ~ " (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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 ~r~ dayof I~ t~a ( 200~ Public John M Judge NOTARY PUBLIC State of New York No. 01JU6059406 Qua fled In Suffolk County Commission Expires May 29, 20 0-~, Signature of Applic~t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~UL/ATION [ ] FRAMING / STRAPPING [/,~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] F~J~iNG~' / STRAPPING [~J~ FIREPLACE & CHIMNEY ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:~~~I~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE / O- / 0 - 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~/.>~'~OUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ~F~MING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: $~-~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' "S PEC R~OUG?pLN. G [ ] FOUNDATION ¶ST . [ ]~OUNDATION 2ND [ ,4 FRAMING / STRAPPING [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS..~:~ ~/~/C~.. ~ //~-/ DATE ~/~"~/~ 4(~ II / ' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~JNDATION 2ND [ ] INSULATION [ /J/FRAMIN~S~STRAPPING~ [ ]FINAL [ ] FIREPLACE & CFIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~] FRAMING~ 2 [ ] FINAL [ ] FIREPLACE &'~HIMNEY~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~ [~-~ ~ ~ FIRE RESISTANT PENETRATION INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~ FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~ "- ''~/'~ ~ ~ ~ INSPECTOR ~' ~ INSPECTION [~/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION DATE [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEP~ 765-1802 Issue Date 3/20/2009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 124137C East Patchogue, New York 11772 (63t) 286.6642 Issued To: Street: Village: Section: Frank & Roseann Petitto 1655 Inlet Pond Road Greenport Zip: 11944 33 Block: 03 Lot: 019.021 Contractor: D. L. T. Electric (L) Town: Southold Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. Commercial x Residential NVDefecte -- Pool X lstFIoor ~ Indoor X Basement HotTub Det. Garage X Attic X 2nd Floor X~ Outdoor Addition Survey Switches Receptacles Fixtures 84 64 136 Dishwasher Washer/Amps Dryer/Amps 1/20a 1 20 1 Gas Furnace Oil Gas Circulators I x 3 Meter Amps Phase UG/OH Jacuzzi 1 300 I ~ ~ GFI Heaters A/C Fans 10 2 14 Oven Range/Amps Microwaves 1/40a 1 Gas 1/20a Smoke Detector Bell Transformer 5 Television CO Detector Bldg. Permit: Other Equipment 2-150~-p-'M/~ ~anejFI2~(~ amp A)~; Di~c~) 1-50 amp NC Disc./2-15 amp Air Handler :Disc./10-20 amp Spec. Cir./4-Co/SD Combo Hugo S. Surdi President Inspe : ~ ,~ 7 [n"S/pector: / J~hn MC Mahon II1 This certificate must not be altered in any manner. Inspectors may be identified by their credentials, ,r ~,,,,,~ ,flal. 59095 Mare P O. Bo) 1179 $:;IP.,old New Yolk Fax (5~C, 755 '~' OFFICE OF 'T-HE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~$/~) (please print) Plumber: ,'~dF jr-5 ~,'~t~ lC ~ nC (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this }~'k day of Notary Public, O -~¢-'C)~ ['<.., County BERNADETTE L. TAPLIN NOTARY PLIBLtC 114844593 Slate of New, York q~sidim: in Suffulk CoMfy Apr 18 07 11:59a X REScheck Software Version 4.0.1 Compliance Certificate Project Title: Pettito Hew York State Energy Consm'~alio~ Con~tm=tioa C~le Suffolk County, New Yod( , I D~sigmr/Con~r: APR I 8 ~ 04-18-E~IEIIEI7 I~B:59 SOUTHOLD BUILDIN~ DEPT 1631765951818 PRGE8 To: Town of Southold Building Dept. Date: September 30, 2008 This notice is for a request of extension for building Permit # 32927Z Address at 1655 Inlet Pond, Greenport NY 11944. Thank you, John Travlos, agent .SURVE"r' OF: LOT 21 id,AP OF ROC.,i<.COV'F: F:STATtE5 FILED JUNE II, 2001, FILE No. 106~-~ ~ItUATE.. TOINN, ~UTHOLP ~R~O 01-04-2006 ~OU~ATION LO~ATION ~I~L ~ 12-05-2008 ~FFOLK ~N~ OE~ OF ~AL~ 5ERMICE5 ~. ~ RIO - O~ - 0014 ~FFOLK COON~ T~ ~ 1000-~-~-1~.21 % Y NOTtE5,: · IvlONU~T FC~JN~ · STAKE FOUNO AREA = 24,116 5.F.or 0..5~ Acr'~ ~t~.APHIO SC, ALE I": :~0' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver~pros\05\05-352 FINAL.pro E:,URVE"r' OF= LOT 21 HAP OF: t~OC, I<.COVE F:~TATE~ FILED JJNE II, 2OOI, FILE No. IO6~-~ ~ITUATE: ~P. IEENPOf~T TOINN: 5,OUTt"IOLI~ EA)t=t=OLK COUNTY, N'r' E~,VE¥1ED 01-04-2006 FC~NDATION LOC,.ATION EAJI=FOLK C,O~IT¥' TAX # IOOO-~55-~5-1q.21 ~.o~ ~0 N · NIONI~4ENT POUND · E~TAKE FOLIN[) AI~EA = 24,116 5.F.o~' 0..55-3 Aero ~RAPHIC. e~.ALE I"= Ed)' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N,Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqscrver\pros\05~05-352.pro SURVEY OF LOT 21 HAP OF ROCKCOVE ESTATES PILED JUNE II, 2001, PILE No. 106~ SITUATE.. ~I:~EENPORT TOY, IN.. 5,0UTHOLD E:,UFFOLK. COUNT'Y, NY 5UP-.VE'dEg 0[-04-2006 SUFFOLK COUNTY TAX # IO00-:~D-D-Iq.21 NOTES: · MONUhdtENT POUND · STAKE POUN[P AREA = 24,116 S.P.or' 0.559 Acco ®P-,APHIC SCALE I": DO' From Filed r~o~ 2 N W ~+E S EXCAVATION INS?E BY H F. AL~ H ON R~QLIlRED JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Glennsmachine~removable\l 2-13-2005\pros\05\05 F F THE A~CNITECT Il)ILL NOT HAVE CONTROL OR CHARGE OF AN[::) [UILL NOT ~E OP~=NINC~ ffq~OTECTIVE 5f=EGIPIC;ATION FOR ANY EXTERIOR UJINDOLU AND DOOt~ OPENING5 NOT EXCEEDING 4' X ~' ~,¢1,2.12 Internal preeeure, Windows in buildfn~E located in uJind-borne debris r¢~ions shall partia[l~ enclosed builffn~ in .a'ccordance ~ith the Bulldln~ Cod~ or N~ Tork Glazed op~nfn~ protection For ~Tnd-borne ~¢~ris shall meet tho requirements o¢ the Excep~lom ~¢od structural pan~ls ~lLh a minimum Lhio~se5 o~ 1/1~ inch 611] mm) and a p~rmi~t~d rot openin~ ~rot~ctlon in and t~o-etorS builffn~s. Panels shall be pr¢out ~o oo~r th~ ~laz~d openfn~5 attachment hardmare provided. Attachments shall ~e ~ro~ided in accordance ~ith the com~onent~ and clad¢in9 loads d~termined in accordance mTth th~ pro~ieione o¢ RELEASED FOR PERMIT , ,.,ALLH**D,,*ED*O.EDETEO,ORS,NA.L.EOROO, S,ONEO EAO" OPENINC=P OTECTIME5 FOR EXTE IO TO LEGAL OPEN 6pAGE5 $WCN OPENINQ5 5MALL NOT ImPEdE E~55 IN AN EMERQENCT * 5HALL NAVE A M~NIMUM A~EA OF 57 5~. FT, ~ITN A COMPLY WITH ALL CODES OF ~lHu~ ~i~UT OF 24" * a ~, ~IP~U OF 2~" ~rT~ BOTTO~ OF OP~NIN~e NEW YORK STATE & TOWN CODES ( F ~ST FLO0~ ~INDO~S OPENIN~ ONTO CRA~E COULD BE 5,¢ SS.FT. MIN,) AS REQUIRED AND CONDITIONS O~ ALL HABITABLE ePAOE5 MUaT MEET THESE ~Ui~EMENT6. For ~1: I Tnoh : 25.4 mm, I .LAN~. ' ,, 5TBEL PLITGH PLATE5 TO BE ASTH-A58 AND TO BEA~ ON ~00~ PO¢T5 A5 8~(8¢h¢~ utilizin~ ulbrs~i¢~-r¢elS~anL LA~OE~ THAN 4 X8 ~EFE~ TO HE ~1~ NOT VISUALLY INSPECT ~URIN~ GONST~CTION, ON LEAD CONTEHT DEFORE ;ONT~AOTOR TO P~OVI~ ENeINED~INe AND P~SleN CALOULA~ION5. eUOH SUPPLY SYSTEM CANNOT ;, OONT~ACTOA 5HALL PAHILIARIZE HIMSELF ~1 'H THE =~JBOT AN; OONSULT HEHBER5 po N , EXTE~[O~ ~ALCONI~S L INTERIO~ FiNISNEe TO B~ SELECTED B DECCa 4¢ L/~¢ MEET THE REQUIHbMENTSOFTHE ~AHE~ le TO ENSU~ TUft ALL FLOC ~DES ~ NEW YOBK sTATE ~ ~ ~00~ jrL 4,, v.t.~ ~m~UIRED' , ~ ~,, I~ i~,,I /2,, Compliance Ce~ificate ! I Proje~T,Ue: 0s-t3s / **/* ' r / ~.o.: ~reen~, New YO~ I Single Family 12% 5572 Owner/Agent: petltto Residence Zntel Pond Road Gmenport, New York Deslgner/centrad:or: McDouough & Conroy P.C..t~thlted~ 3670 Expmseway Ddve South, Suite 200 tslandla, New York 11749 Compliance: passes Maximum UA - 697 Your Home UA: 516 --> 26.0% Better'man Code (UA) Ceiling 1: Wall I: Window 1: Door I: Floor 1: Assembly Area or Cavl Cent. or Door Perimeter R-~la~ue R-Value U.Factor UA Cathedral Ceiling (no at, c): 1733 30.0 0.0 59 Wood Frame, 26" o,c,: 3799 19,0 0,0 200 Woad Frame: Double Pane: 346 0.34 118 Gla~: 124 0.34 42 HI-Woad 3olstRYu~s, Over Uncendl0o~ed Space: 2934 30.0 0.0 97 Compliance ~atement: Statement of Compliance: 'me proposed building design idescdbed hero Is con.slstont with the I~ulldln. g plans, specifications, and other calculations submitted wi~h Ule permit app[IcaBon~. 'me ~ro~osed building has peen ae~n..eo to meet the 2000 ZECC requlremente In REScheck Version 3.7 Release lb and to ce~nply ~th me mandatory requlr~nents m me REScheck Inspeddon Q~eddbt, ', ,l~ SHALL MEET THE kr ml,;Eh:~!~ OF TI-IE CODESOFNEW NOT R~SPONSBLE FOR CONSTRUOTION ERRORS. RETAIN STORM WAT". PURSUANT TO SECTK OF THE TOWN CODE. P L U lyf 5, TO SO LE GONC. f~ETE D~=TAIL AE~OVE ALL FOUNDATION OPENIN~5 '1%. DIA, ANCHOR SEE DETAIL "~, ON 51-.IEET D-2 4'- [" ]'-B I/2" 4'-I'r ES,4,SEMENT 5"xS"xl/4" STEEL TUE~E COLUMN FULL SPAN STEEL ~EAhl TO FOOTING till, ~JITW ~/~," DIA,, G~ALVANiZED LA~8 SEE DETAIL5 ON 1/$" I- ~ I 1 DIA. ANCHOR ESOLTS SEE DETAIL "$ ON DETAIL St-tEET D-2 112" uP POCKET [12" D.C., 5T,AGE~ERED ~- STEPPED FOOTING TO MAINITAIN "P~," DIA. ANCHOR 15OLTS SEE DETAIL ~, ON DETAIL St-IEET D-2 iUNE XO~,'v",~TE ~ '~e" DIA. ANCHOR E~OLTS SEE DETAIL ~, ON DETAIL SHEET D-2 ] k__ I ~ET A~ , ~ ..~'_D. IA. ANCHOR BOLTS o"'~ DETAIL ~'8 ON DETAIL PLAN SWEET D-2 t=OUN:::)ATION / BA~t--MtENT SEE DETAI SHEET D-2 BOLTS ON DETAIL A ," DIA. ANCHOR E~OLTS SEE DETAIL ~ ON DETAIL SWEET D-2 NOTE: ~/¢" D IA. ANC.,NOf~ ESOLT5 23" D.C. TYPIC,AL SEE ~ET~,IL *4 ~NEET D-1 OLO O[O : (O[O z~ >.~ O0 zn" OZ nO OO o F I- I- I- F I- F H 7 0 <I I- F LEGEND a ~I~BRIE¥1~TION5 LAv, LAVATORY VERTICALLY ~IF VERIFY IN FIELD ' ' ' ~ ~/ I ~ I ~ ~ .... ~ ~ ~0~ ~ ~~ ~ r~b_PO~LIIl., ~,., ~,~ ~ -~---~-- [~ ~ , I ------ . ,-- ..... , =~ % I! , - ...... :,- ~- ~ I [ [ ~ ~i - ~ ~ ~ '~ LAV, ~ , ~ 3~" METAL N~ULATED OO0~ ~ ' O~ ~ ] I 4%¢" . .... ~ .... , AND ~NTILATE DRYER TO k , GO~ ~ ; ) '~OCEN TO ~ VENTILATE TO II y . 0 M M E N T E : RELEASED FOR PEr'MIT Zr~ LEGEND ,I AI!~IB, t~4EVIATION~ // o ~ Illl , / I I II , I ~1 ~ / I ~1111 I%~- ~LET~ ~ I NAND~]L NC r TO PE~IT A ~ DECORATJ~ [ _~o~ ,/' ~ i- Z ] Z Z IL Z / - LEGEND a ~VI~TION~ I Q [ '~T4:~ C~.ONCEAL "~TEEL/THICK4NES.~- ~' ~ ~ ; % [~/ ~ w4 XII /~ L~L h~' ~ ~(~) ~xl~ ~ (~) p~II~I1~" IVL ~D~ ~ ~ ¢ ~ ~ II ~ ~S i ~'~ , ~1 I ~ ' a II -- 5OILD ~LOGK~IT~IN I"1 ' J ~ q { I ~----s~ ~ ~ ~ I~'"' ~',~*'~ I PROVIDE I 5/4" X 14" LV'L RIM JOISt5 AROUND THE ENTIRE PERIMETER. (3) 2xl0 H[~R L.--. F'LOOR, 5LOPE L LINE OF WALL ESELO~ (3) 2x1¢ IIDR PO~T 5OLID E~ET~EEN )O zn" )- i WEADER, SCWEIDULE PAN. ~,~. vE~T. A o 0 Tt..IE,~E R~FTER~ At~'JF. SPRINGING FROM FLOOR 5UISFLOOR - REFER TO SECTION "A" FOR TYPICAL IDIPiENSIONED OFFSET ~ F~ME BEDROOM NIP RO~ UNDE~ ~ · THESE F~AFTER,~ At~J= ,~'PRINE:dNG FROM ~LO0~ 6~LOOR ~ REFER TO ~ECTION "~" FOR T~PICAL DIMENSIONED SET ~00~ F'~AMIN¢' PLAN ] ~TTIC 5TO~.~,CIE -- (2) 2×1~ FLUON TYPIGAL ROOF ~ONSTf~C.TION; TYPICAL ~ FLO0t~, C-ON.~TIqUGTION, '~ TYPI¢AL PtALL ~,ONSTP-JJ~TION~ FLUSH TYPIC.AL FoUNdATION ~ALLI I0" POU~EC200N~R~T~ ~qALL/UNL~55 NOTE~ NO LES5 THAN T!~O (2) PE~, 5ILL) "r'YPIC, AL 5ILL P~NTt~T' THE PE~IMETE~ E~,SEMENT FO'T'E~ ~ATN OL-i LND'T' u_ M i- I- PT. f 1' (3) "x14" LVL FLUS~- f~ADh~NT NEAT TO DE IN5 IN ,ALE 5NOLJ ~iELT (~) 1~/4"xlllg" LYL' D~OPPED tS.~,SE~"IENT 5BC, TION "~,-~" E FLO0~ CALEI I C, ¢5-1~5 (F) ,,, ,,I,, I TYPICAL EXTE~,[Ot~ FINISHES: ARCF41TEOTLiRAL ASpI-IALT RO0~ SNINGLE~ PROVIDE RIDGE YENT5 T'rF ROOF q ~BA~ ~=LBV'ATION ALL t=x'r'tD~lO~ ~NIN:20~ AN:2 :200t~,5 At~J= TO Mt=t=T A MINIMUM :2t~51¢N P~t=55L,IR, t~ Z Z Z ] Z Z I- IL M ltl F ON * AI.~. -'XTE~IO~ ~IN~O,W,~ AN~ ~00~ At~t~ TO Mt~T A MINIMUM ~E~I~N Pt~,E~Ut~,I~ O~ ~0. IIII I.E~=T ~1~t~ !ELEVATION ALL t~XTI~IO~ ~IN~OJ~5 AN~ ~00I~5 At~,t~ TO M~=ET A MINIMUM ~I~51~N t~t~.~55U~e,t= OF 50. O M M E N T 5 RELEA$EC~ FOF~ PERMIT D.2].O] ~ Blocking T~T~ rim joist Must have 13/4' minimum Joist bearing at ends Apply subfloor Remove tongue and groove from floor panel edges supported by 1" e-Rime to ensure quality nailing. Plate nail - 16d (3J~") box at 16" on-center* /common at 6" on-center* 1" or ~" ~ Tru$ ,To/st f rim board* ~ ~Toe nail - lOd (3") box at 6" on-contac* Option #1: T~TTe ~Toist blocking with end blocks installed at J~ joist *Conventional construction code minimum for uae with A3 only. See ~ Trus Joist Framers Pocket Guide for A3,1-A3,3 installation specifications. 4'-O"length of ~4"relnforcement on oneside at E2, 8" diameter maximum hole for I1~" - 16" deep blocking panels; 2x_stud on-center Boundary ns/ling, 8d (D~") common at 4" on-center* Plate nail - 16d (3,~") box at 12" on<eater Load bearlng or shear wall above (must stack over wall below) INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE ,Floor panel nail - 8d (2,~z") ~ Web stiffeners required common at 6" on-center Blocking panel each side at B3W ' Blocking panels r 2x4 minimum shear mils above or rim board /~ squash blocks below-see detail 8J 1all' - Z0d (3") box F~~ at B1W and B2W proper blocking to support all panel edges *See Trus Joist Framers Pocket Guide for additional installation specificsUons. Lead bearing or shear wall above NaUTrus Joist rim board to blocking with connectionS equivalent All'ach reinforcement to joist with one 8d (2~") common nell at each Load :rom above Web stiffeners requirednach sideat E1W 8" diameter max/mum hole for 117/¢ - 20" deep blocking panels: 6" diameter maximum for ~ /blocklng panels S~" deep or I shorter thln 12" long. ~X4 mln~ ~ ~ Do not ut flanges. squash blocks ! ~ ~ 'Trus ~mst rim Use 2x4 minimum squash blocks ~?~--<~ board Q to tronsfe~ load around TZ~ adhesive to all co.tsct s,*c-/.,,. ~plled ceiling both sides at E3 span locations using two 8d (2~") box nails or typical 2x_ strapping installed at ~ joist span locations .using two Z~" screws per joist 6" diameter maximum for blocking panels 9~" deep or .shorter thon t~" long. Do not cut flen.qes. ~Trus ,Toist ~- rim board ~.//'~ ~'Attach reinforcement to joist with 8d (2~") common nails at 6" on- center, When reinforcing (must stack over wall below when ALLOWABLE HOLES TJl®Joists O zones ~ side hatched zale DO NOT present) ~ ~End of jOl~S ~ /~ at centerhna / ~ of suppoFt Trus ,Toist Attach reinforcement to rim boa~d joist with one 8d ~ common nail at each ~er/12'.' length of ~4" ~" ~ ~ ~j~/ remforcement on ~ ~f', ~.~ onesideatEd, - ~ j both sid~ st E6 to deckin~ schedule/corner / Blocking panel between each j<~ .. / / joist. Nail to top plate with [ ~ ~ / connections equivalent to ~; ~'1 ~ / decking schedule. ~ ~ll : ~ one side at~7, ~ both !ides at E8 Table A - End SuPport Face grain both sides, stagger nails. . Less than 5" Q [~ ,.ss than 5" Minimum distance f of hole to ret.~ore*me,t ®w._,.o..,.... ®®ho--., ormormo, ofthe..b.cmg options shown must be InsMIled ; Filler block: A~ach with ten B~RI G WALL B~RING FOR DOOR Nail throagh 2~, wood backer ~nd We?tiffenersrequ,red~ ~neils, c,inched. ~ ~T OR ~NDOW H~DER T~:® joist web with ~ rows [0d if s~d~ of h~nge~ do not: Use ten [6d (3~") box nsils Beari~ pl~: Trus ~o~ nm board 5trap per code if top DO NOT nut hole. In cantilever (3") common nails at 6" from each side with 3,~" :: or blocking for lateral plate is not continuous laterally supp, ort at least' / Flush plate with inside ~" of T~'Z® joist top '~ / face of wall or beam ~ R(~UND HOLE SIZE SQUAR~ ~R RECTANGULAR HOLE SIZE 2" 3' 4" 8~" It~" ,mi- ¶3" 2" 3" 4" 6~" 8~" l,m" 13" lc o M M E N T 5 , I ; R(~UND HOLE SIZE SQUARE OR RECTANGULAF~ 'HOLE SIZE DEP'IH TJ}e Blocking · _ ~ . on-center. C,lnch.e.d..Use 3~" joist ~[~ T~T, joist flenge widths. Use : C3 ") w,th fifteen nsils with T~Ie joi~ gacker block: I~tall; ~ ~~ T~:~ dept is gr~er than 36". ~lenne ~ fmonge w,dths. ' ~ Ctmght to bo::~:L': '?~em~lenge ~ ~ ~ith face mount Table B - Intermediate or Cantilever Suppo~ B~RING AT CONNECTION OF MULTIPLE PIECES ~ERIOR DECK A~ACHMENT Double =aide Mini BEAM TO BEAM ~ CONCRETE WALL BEARING AT OF TOP-LOADED BEAMS U) CONNECTION ~ o~ru uru, ~ COLUMN l~".~,dth Pieces: sh.thing~ wh.L~c.ds ~/~ Wall 5aa current Trus ~olst' (l)Load mumbo applied ~a~a~enflm ~ ~ ~ctunt~at~wood~m IL6] b~m ~dth. Offie~ae, use ~nne~ons ~r sld~loaded mis. v literatura fo~ framiag conn~to~s V ~1~ COD~Ci Wi~h CODC~ ~ ~. lag bolt 475/750 325/N~ r~ulmd wdh s~d~loaded multiple.member V beams. Rear ~ ought pmduct Ii~mtum. ~.. ~ Ii/~ ~lllil~ ~ T Jla jois~ at bea~n~s: Two ed (~") box ~aiis (1 eac~ side), 1~ r~ I Jo s~ ara unstab · unt braced laterally ~ rr Bmockl'ng panels~ nm' j'oist or Hm boa~ to ~earlng" plate:" ; /- --X ~h A~:*~'~J * BisOn,s am based on ~e ma~mum unEo~ loads sh~ In ~nt Tls Joist pmdu~ guides. For o~er Icad ~ndifions or hole ~ Braclnglncludes' ~ - TJl~ blocking panels or dm joist: lOd (3 ) bo~ nails at 6" "c.c. . J PZ ] [~ I P3 I , ~nflgum~ons~n~urTmsJoistmp~n~ave. ~ Tms Joist dm boa~: Toenail with lOd (3") bo)x nails at 6" o.c. or, WEB STIFFENER A ACHMENT v t ALLOWABLE HOLES Beams and Headers DO NOTalIow workem · S~'Lln. . ~u~,~- DO N~rstackbullding 16d (~") box na' s at 12" o c ~ntil b~aed. ]o1~. ~o~ only over bJockiag (be~een ~oists). Field ~ ~ IN'U"YMAY"ESULT. be.msorw, lls, thru t. match ioist eath at Lo outer edge of wall or locate on 1 ~ depth C~onlymundhol~and ~ok of oongern for proper bra~lng during ~.st~lon ~an result In sarlous accident, Shear tran$fec ConneeUons equivslent to de,eking nail schedule. ~ ~23/4'' maximum Rim board~ r~m Joist or closure to TJI® jois~t: , L~" 'I--- __ 1~" width or less: Two 10d (3") box nails, one each at top and I Il I \T?ee 8d (?.~") box rails, bott.om flange.. ~-~L~----~ chnahed wull to match joist depth. Under normal conditions If the tallowing guidelines are observed, accldenLs will bs avoided, g~e thru ~/~ wi~hs; Two I ed (3,1~"} box nails, one each at top andI II I / (Three 16d (.3 .~") box naUs at ,~ span Allaw~ hole z.ns J~ span ROU N D HOLE CHART t. All bl~klng, h~gem, nm beard, ,nd dm Jcl.t= at ~, end ,uppor~ of ~e TJle jol~ r,u~ b, ~mpte~ly Inmte]l,d ,nd prop,fly ri,lied, bottom flange. 3~" T~e Joist flange width) ,~M DEPm HOL~..$1ZE 2.Lmem~mtmngth~li~nbmeedendwa~I~ranexi~ngd~k'mu~t~e~mb~i'hedattheencm~ofthe~y"Thim~na~"~mp~i~h~ 3Y~" wid~h: Toenail joist to rim joist with one l,0d (3") box nail eaoh ~'. 1~"1~ by m ~m~)mry ~ pi~mn~t dm~ (mhemthlng) ~mmned ~ the tim 4 ~t of Jol,~ mt the end of Ihs ~y. aide of Joist top flsnge.i ~ ~X~ Web ~iffener ~ch side. , For unO.my m~mded ~amm onmy. 4~ ~. ~ bm~lng Imnmm ~ tx4 (minmmum) mu~ bm nmmm~ ~ m bmod e~ wamm or mhma~d a~ as In n~ 2 and ~ em~l*t. ~t this ~ ~ 4. ~hea~lng mu~ be ~mm~ ~0h~ ~ ~ TJm~ Jomst b~m mdd~lonal loads ~n ~ p)a~ on ~e m~m. 2X4 minmmum squash bmoc~: Two 10d (3"), box naims, one each ~r' --Tight fi~ ) ~ · No hom~s mn ~nUime~m. i ) ~mm mmmu~*mon ~r ~m~ Hame ~m 6. The fl.ngee mu.t remain ~lght wlthrn a tolerance of~" from ~e alignment. W Web Stiffener Size V/ Web Stiffener Size i i L~" ~" x ~6' minimum 2~6" 7~,, X 2~6"" minimum Maximum allowable V-cut 2~" Y4" x 2~6" minimum 3~" 2x4 Q Q SHEAR BLOCKING and VENTILATION HOLES_Roof Only ; T.J I. IN5 A LA ION D) Al, 5 , '~ I F- [L // ( NOT TO DGALE ) TO MEET I':'O MI~'H ~IN~ IOA~2 GP. ITE~IA ('~) "51MPe¢N" "H2" TYPI~,AL ~ALL DE~,TION ~At=TE~ ~P~,IN~IN~ t=t~Oh4 (2) "51MPDON" ePD (2) "elNPeON" "He" CONNECTORS (MIN.) f~RBeECJRE TREA'TE[;, 5rLL NOTE, ALL METAL. HANOER~, GLIP~, NAIL~, ~LT~, ~GI~EJ~, ETG. IN ~IREGT GONTAGT ~iTH PRE~U~E T~EATE~ LUMBER ~ I ./ ( NOT TO eGALE ) I ~/ "~TO MEET 1:20 MPH I~IN~ LOA~ GRITEt~.IA C, ONNEGTOf~ (ONE EAGH ~iDE) } Z O~i:~APi~ p,d ~0 ~ ¢~20~ d~C'U~Ar LL~g ~T~AF= ~.:~AL./ ~=~,'f'lON AT ~,AN'r'ILEV'Et~t, O.~TYPI~,AL INA, Lb 5t~,TION }TO MEET 120 Mf°H P41N~ LOA~ G~ITEI~IA O0 zn' ~0o .( JOIDT 5PAClN¢ ( Flax 16" O.C, ) 5TRAP KIN~ 5~D5 TO TOP ~LA~ ~ ~ I ~2-1od NAILa P~ I:%: ::[ I ~::[::1:: HIM, 12 BEARINe ON STUD5 ~ HiM. [2 BEA~INe ON STUP5 ~~ $IN~ J lO MEET 120 MPN HIN~ LOA~ ¢RITERIA % I]1 ~ II ~X~I A ~/~.~1~ ~1/ , ~Aii ~ ~kll~l ~lJA ~/~1~[ /~ ~F~I~II~ ~F [ ~ ~TH~EHOL~TOHI4 I I I ( 5~ PLA 5 ) I "~ ~ .:1 - HIN, ~/ID" SH:ATHIN¢ NOT I ~,q I Z IOZ I I ~ETAIb ¢ 5A~AS~ HALL ~ETU~N5 l V ~20 MPH HINm LOAm ~l~lA FIRST FLOOR G~NE~5 THAT HA~ ~EtAIL '~TO MEET 120 MPH HIND LOAD G~ITB~IA ~TO MEET 120 MPH ~IN~ LOA~ ~ffilTE~lA ~TO MEET 120 NPH ~IND LOAD G~ITE~IA