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HomeMy WebLinkAbout45876-Z �oOs�FF� lZ Town of Southold 4/13/2022 - P.O.Box 1179 v _ 53095 Main Rd 'dfj01ao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42992 Date: 4/13/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Bridge St., Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2021 pursuant to which Building Permit No. 45876 dated 3/3/2021 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: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Quietman Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45876 3/16/2022 PLUMBERS CERTIFICATION DATED 3/24/2022 d Piecu u or' a Signature �o�SUFF�I�,co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy • 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#: 45876 Date: 3/3/2021 Permission is hereby granted to: Fisher, Laura 310 Bridge St Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 325 Bridge St., Greenport SCTM #473889 Sec/Block/Lot# 34.-3-49 Pursuant to application dated 2/17/2021 and approved by the Building Inspector. To expire on 9/2/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $425.60 CO-ALTERATION TO DWELLING $50.00 Total: $475.60 Building Inspector 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 lyC®UfV°I`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Quietman Holdings LLC Address: 325 Bridge St AKA 310 city:Greenport st: NY zip: 11944 Building Permit#: 45876 Section: 34 Block: 3 Lot: 49 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 8 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 11 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO2 Detectors Sub Panel 200A A/C Blower 1 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 3 Transformer UC Lights 16' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 37 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood, W/D, 200A Meter Main Disconnect Notes: New Two Story Inspector Signature: Date: March 16, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax-(631)765-9502 P.O_Box 11798 Southold,NY 11971-0959 O VIMTII BUILDING DEPARTMENT -TOWN-OF SOUTHOLD CERIF +CATIQ-M )�Date: Ir `f Building Permit No. [ P� ®caner. (Please print) Pier. 8-CO-J- PIfLA21",h {Please�rint) - I certify that the solder used in the water supply system contains less than 2110 of 1% -lead. h �' �gnafiare) Sworn to before me this -day-of -SUSAN A.RiZZO Notary Public,State of New York f�- No.-01 R16183459 A1G 1C� Notary Public, County Qualified in Suffoik County Commission-Expires March 17,20, �QQ Of 50//T�o # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�u►m 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION.2ND [ ] INSULATION/CAULKING" [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPL=ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAjN [ ] PRE C/O REMARKS: �1 � "' Z DATE q1W 7egm INSPECTOR �U SOF SOUTy * # TOWN OF SOUTHOLD"BUILDING DEPT, �yco 765-1802 INSPEC ON [ ] F UNDATION 1ST [ R UG LBG. [ ] OUNDATION 2ND [ _] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: v � ck S o 6*uj /S DATE . INSPECTOR x OE SOVT�°� TOWN OF SOUTHOLD`BUILDING DEPT. °`yrouxir ' 765-1-802 INSPECT ON .- [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING. ' [ ] FRAMING/STRAPPING [ ] FINAL [ 1-:`FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] '-FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS__: DATE "INSPECTOR �UF So(/Ty � o # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND.. [ tNSULAIIONXe�n_KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c#vI Ll* 0,V41 w DATE 10/x few INSPECTOR �o�aOP SOUIyO� .7 7( TOWN OF SOUTHOLD BUILDING DEPT �o2S �LA' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: .. w Ml�l /S -f-do C L-o J-Jg:-- DATE . b �' '02-/ INSPECTOR �oxx0f So//Th°� TOWN OF SOUTHOLD BUILDING DEPT: °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � nc1 ns c..,x .DATE Zoz INSPECTOR Of S0l/T�OIo � � 1-3 2S, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . .INSPECTION - _ [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] '-FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 6Z?-2- INSPECTOR - r • w ;r. t. WO`/• : 47,E �' - , s, FIELD INSPECTION REPORT ATE COMMENTS FOUNDATION(1ST) 'FOUNDATION(2ND) v' . z atAwArAN Ivy ROUGH FRAMING& PLUMBING \ i 1 4 10111%1 1 6N - INSULATION PER N.Y: y STATE ENERGY CODE FINAL Cwt IC e,r.`�+-¢rw ADDITIONAL CO1VIlY1EN S 0kc, Jm 3- 3D- 2 -e-te c�ri l 1 5-bo 1 o 13, LA 0 z d �a➢ "� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ,h Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 haps://www.southoldtownnyogovv i Date Received APPLICATION FOR BUILDING PERMIT ✓///////JJI�For Office Use Only Z PERMIT NO. Building Inspector: FEB 17 2021 `- Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ; 4.. Owner's Authorization form(Page Z)shall be completed. r Date: OWNER(S)OF PROPERTY: Name: Qu i&f,-\vwk._�4o Wi,.4 L SCTM#1000- Project Address: 3l0 cz2.. -kKA Phone#: - j_ 6ev _ HJ 7 Email: olj_f f v1,id `c to c.-.o4-C 0-4 Mailing Address: Fa 6 G -7,;L- CONTACT 7,;L-CONTACT PERSON: Name: lu I ItlaVA. --r0 Mailing Address: FO t O X 6-3:�6 ��film�j�►' t 11 q c7/ Phone#: e.11 eEmail: DESIGN PROFESSIONAL INFORMATION: t Name: }1 Mailing Address: Phone#: 63(_ Email: j� CONTRACTOR INFORMATION: Il Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑Neva Structure ❑Addition MAlteration PrRepair ❑Demolition Estimated Cost of Project: ❑Other $ 9'.eao.dto Will the lot be re-graded? ❑Yes KNO Will excess fill be removed from premises? ❑Yes Kko ii 4 i z PROPERTY INFORMATION. Existing use of property: gI'Alk, X3'7 rl-eIntended use of property: 6 , Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes f�No IF YES,PROVIDE A COPY. t. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by j Chapter.736 of the Town,Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone I Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with'all"applicable-laws,ordinances,building code, housing mile and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a pass A misdemeanor pur5uantto Section 210A5 of the New York State Penal Law. Application Submitted By(print name): ;2�Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 6 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the r,o�,r�bf*y ` ` !-w� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and j that the work will be performed in the manner set forth in the application file therewith. I� Sworn before me this S day of ,20 Notary Public ,r ii r! PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) � I I, residing at �I do hereby authorize to apply on I my behalf to the Town of Southold Building Department for approval as describe dhere'n. t n I Owner's Signature Date Print Owner's Name 2 3i Gy< BUILDING DEPARTMENT-Electrical Inspector C* TOWN OF SOUTHOLD Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 9 0 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # I b Date 2021 Customer Nameawlerofftkc U&4_5 ItL11-1 Electrician Name U e 1 Address Zf Phoned 2Z 4 - 2 e-mail e-mail Phone License# - 6 Size "7.-OP A Phase Overhead SK Underground #of Meters Remarks #of Underground Laterals 1 2 New 46< "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for �ysfromthdate above. Authorized by �� BUILDING DEPARTMENT-Electrical Inspector TOWN OF$Ot1THOL0 ' Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 _4? Telephone (631) 765-1802 FAX (631) 765-9502 ",_fs Y - `` roge�-rnsoeathoidtownn cion seand5southoldfiovinn 1. Ov APPLICATION f OR ELECTRI AL INSPECTION ELECT ICIAN INFORMATION (Alt infornauon Required) IL� 4Z1 Compa y Name: iw\k s I Name: (. I . �. - Z Y�1 email: t c s ILS e-I .�.� . L' nse No.. 3 • of Certificate of ompliance one No: G1 1 - Z3 request an email copy ddress. e. o. j013 SI .E INFORMATION (All Infornmfion Required) Narre ' Lr tM " i Jl t one<fNo. 2 4 �- ,) if Or Bid;;.Permit#: S `7 ema / a Sectlan: .•, hock 3 Lot: 'T`auc District:' 1000 BRIEFESCf(lpTCON OF WORK(Please Print Clearly} . ; LDr Check 01 That Appy: .. flea lis....... . ... . ... I fs:job y fol inspection'?: YES 0I40.. ..._. 09h Do you- o Temp Certificate?: . ..... YES .. .. . NO :Issued:Cin. mp -3 ,:. .. � nt�rn�afion-required) .__..._. . ... _�, tion. �..... .. ..__.. .. . . Service ize ph ph Sizer 2A #Meters Old Meter# N Service ]_]Seir�ice Reemne tt . °Underground Ov rizeaa 11VVork dorle;onwSeryit Frame[Vole . • . .. .. ._ . #:and rour�d'lateii�ls �.. . A dditic jilInfarmation: OCT 15 2021 YMENIT pug IIViTH APPLtCAi1 N fl t7 BUILDING DEPT. TOWAi'OF SOUTf-iOLO di :._...E. . I inspeobn Form.ZAP xdsr PERMIT# Wddress-- Switche�s I p ► 1 , Outlets G'FI's00 � Surface Sconces. UC Lts _ :_... _ Fans ., Fudge ' Exhaust Oven Smokes _ DW Mini t. Crbori 7Vlacto '# � ::..:Generator I :Coinbb - top. . _._... sf Codl�t Tran er Hood...._ Servicet Amps• :Have` Used : . : Special... : ... : . . .:... . . ...... . - -- ........ -__.. Comments: � C ZI tea. � � �� �• . .. . ___ _ _ V 1:/v Q .r trc. C/ ', BUILDING DEPARTMENT- Electri I I pectorr in APR I , 2022BUILDINU _ TOWN OF SOUTHOLD TOWN OF SOU Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ��o, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasouth oldtownny.aov - seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 41— //. 2 2- Company Company Name` 1�6t �1 In�� l c b Ccr--t v r-q vt ;T- Electrician's Name: 72� a.4- , WJ 1 cf,�, SSC License No.: L/-7 2 3- yy1 F Elec. email: �,tf� ��,.s/�, G/4t , �, / 6-2, ,4Aa a4 E Elec. Phone No: G3/_,Z3 4. 6 Z 9p ISI I request an email copy of Certificate of Compliance Elec. Address.: P. c), /3,,,/ 3/ T S 6 L.,pt, o 7 JOB SITE INFORMATION (All Information Required) Name: Q v -r W,-,- Wv ( 4 1. s Address: 3 7L ()n J s c s Cross Street: Phone No.: -3 Fp Bldg.Permit#: y 5 7 G email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: YES F-1 NO Issued On Temp Inform tion: (All information re i d) Service S 1 Ph Ph Size: A # Meters Old Meter# ❑New Service[:]Fire connect❑Flood Reconnect❑Service connect❑Under and❑Overhead #Underground Laterals 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION S.C.T.M. NO. DISTRICT: 1000 SECTION: 34 BLOCK: 3 - LOT(S): 49 LAND N/F OF LAND N/F OF STEPHANIE MORRISSEY CAROL ANN HOFFMAN \ LAND N/F OF \ 2O 11 YOCASTA GAFERNA DOARCISILIE N �44�25� 0 .7 2 s ' STOCKADE FENCE p 6 / 0- Is N 0• .... .•.•SHEp - G�vEL o 10.3 FIRE o 10 P11 LAND N/F OF z THOMAS DEWOLFE ° PCE 0 2'E pE FEN LAND N/F OF z CON QpT10��• 6' STOCKp RICHARD & LYDIA WELLS 10' �, •���gW1MMIN�.•. LAND N/F OF L.P. 1LAWRENCE YATES GAS 0.1E S1pNE CON P1110 :::::.:.:.:::.:.D 325....... st �L 80.60 6.2 :::..:SON � i ?' CONpOP MON. W FE0 5'�\ �5 00��00n `1V s�� s� -.,rl. 6 P GE B B� U.P. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 02-17-22 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:6,605.63 SQ..FT. or 0.15 ACRES ELEVATION DATUM: YNAVD88 ________ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A V40LA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO 7HE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT IN7ENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/O LOT 7 & LOT 8 CERTIFIED TO: JENNIFER SUSSER; MAP OF: STERLING MANOR FIDELITY NATIONAL TITLE INSURANCE CO.; FILED: JUUNE 18, 1873 No.53 SITUATED AT:GREENPORT TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #222-50 SCALE:1 "=20' DATE:MARCH 18, 2022PHONE (831)298-1588 FAX (831) 298-1588 N.Y$ Ll$C. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk _ 1S Su -"- VEI, OF �,s: koo S�SIE of sl� -40 itg LOT 8 & PART Op LOT 7 10,A ltkf- 0 , P6,1� , FirM AP OA M7 OAN 0 '1 OtA SOT 4}: FILE No. 53 FILED JUNE 18, 187,E ::YSITUA D A T THE f Ar '%L Tp kp VILLAGE OF GREEIN ORT TOWN OF SOUTHOLD oe 1 F LK COUNTY , NEW YORK�.�` S . C . TAX No . 1000 - 34 - 03 - 49 0 ? t^ . - SCALE 1 " = 20' !t = 20 c FEBRUARY 27 , 2001 0 • Ste %-4 ' IFI TO CHICAGO TITLE INSURANCE COMA Y LAURA A. FISHER IVA COUNTRYWIDE AMERICA'S WHOLESALE LENDER 0 t ISAOAATIMA s 7 OF TW It= IV= STAT r , • TO CF. A V,= IME oma. 4 AREA - ter. V na =w em- 51010 �' RPM "T Tim MOM -50,° 0 % cp 0-k e IW MMM OF WAY" DIM C35 ` . 00 / M , . - qp "YO 90 VO4 *. T 7 • a SM AS E51 MJSM 13Y IM LIALS. AM APPM4ED MM ADOPTED , � fon sucti USE BY THE "Z YOM STATE UM Joe{ TW ASSOCIMM. +46 .•� T'r Sv�'r s - S& Lit ,. 0 4 P (631 )727-MO Fax (631)727-1727 4 OffM LOCAD A CNN N.Y.S. Lic r No. 49 13W - AVERM+y +� P.O. 0= 1931 MVC*Mp Mm 1 t♦ 1�y901 rMatmod, York1 1 W - 21 - 1 310 BRIDGE STREET GREENPORT, NY 11944 SCTM# 1000-34.-3-49 APPROVED AS NOTED DATE: 3 B.P.# FEE: �,(pI!� BY: Ole E INC,i IFY BUILDING DEPARTMENT AT �- 1 1802 8 AM TO 4 PM FOR THEo ° m E r'. 04ING INSPECTIONS: = u 1. =''J^!DATION - TV'd0 REQUIRED � � s v L POURED CONCRETE CSI - 10 s 2 _GH - FRAMING & PLUMBING 6. �� s �`•i�'�jLiHTiOiV s 4. -INAL - CONST?UCTION MUST -3F 'COMPLETE FOR C.O. A.L CONSTRUCTION SHALL MEET THE REO(_!IFEMENTS OF THE CODES OF NEW Yt ka( STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PROJECT OVERVIEW:REMODEL EXISTING 3 BR, 1 1/2 BTH 2-STORY HOUSE TO MAKE 3 BR,3 BTH WITH EXISTING DETACHED GARAGE. UPDATE KITCHEN,MECHANICALS,PLUMBING,HVAC,ELECTRIC. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AREA EXISTING ADDLPROPOSED AS REQUIRED AND CONDITIONS OF BASEMENT 575 SQ.FT. 77 SQ.FT.(CRAWL SPACE) 1ST FLOOR 652 SQ.FT NONE 2ND FLOOR 575 SQ.FT. NONE PORCH 100 SQ.FT. 100 SQ.FT. ��r T G BORR GARAGE 200 SQ.FT. NONE TF 1STEES OCCUPANCY OR GENERAL NO ES USEIS UNLAWFUL 1.All work shall conform to the requirements of the Residential Code of New York �•I State,County and Town Department Regulations,Utility Company requirements WITHOUT CERTIFICATE and best trade practices. 2.Before commencing work,the Contractor shall file all documents required by the Building Department,pay all fees required by local agencies and obtain all O/1�"r n C required permits. QU�'#,A I 3.The Contractor shall visit the site and verify all dimensions and the existing f, conditions affecting the work prior to construction.Any discrepancies which would A'V_-F4 preclude satisfactory completion of the work described herein shall be reported r ¢ to the Contractor or property owner.Do not start work until such conditions have owner or Contractor of unsatisfactory conditions will be construed as acceptance been examined and a course of action mutually agreed upon.Failure to notify the TAI of the conditions to properly perform the required work. " 4.All work its to conform to the drawings and specifications of the contractor and PURSUANT TO CFiAftl � engineer consultants. 5.The Contractor is to maintain a complete and up-to-date set of plans on the job Otr THE TOWN CODE, site at all times. m 6.The drawings are not to be scaled under any circumstances. 7.It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access t to work area,hours of permitted work,availability of water and electric power,and "u. ....-. .. all other coinditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least disturbance to the public. 8.The Contractor shall make the necessary arrangements to utilities and services temporarily disconnected while performing the work as required. 44p__ PLUMBER CERTIFICATION 9.The Contractor shall provide all dimensions and cutouts for other trades. 10.The Cointractor shall provide proper shoring and bracing for all remaining ON LEAD CONTENT BEFORE structure prior to removal of existing structure. 11.Plumbing,electrical,HVAC and similar work shall be performed by licensed '" „•.. .. - - CERTIFICATE OF OCCUPANCY persons who shall arrange for and obtain all required inspections.The General Contractor shall be responsible for scheduling all other inspections as required. SOLDER USED IN WATER 12.The Contractor is solely responsible for construction safety and shall hold the owner and draftsperson harmless from litigation arising out of the Contractor's SUPPLY SYSTEM,CANNOT failure to provide construction safety means and methods. EXCEED 2/10 OF 1%LEAD. PLUMB NG ALL PLU��18iNG 1�rASTE CONSTRUCTION NOTES .... ....r_ _. &WATER LINES NEED` ( + , -LINES QEERING' 1.All footings shall rest on undistrubed soil at a minimum of 36"below fin,grade. 2.Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3.Sill plates shall be preserved,treated wood and be installed above a 16 oz. copper. termite h 4.Shingle siding shall conform to ASTM D 3679 and be installed in accordance t with the New York State Building Code and manufacturer's specifications, 5.Pilings shall be installed by a licensed contractor to a depth bearing agreed _ upon by an engineer and certificates shall be issued stating same. 6.Foundation designed for a soil bearing capacity of 2 TSF and grade less than 5%.All fill beneath concrete slabs to be compacted to 95%relative density. ELECTRICAL 7.Unless otherwise noted all framing and structural wood components shall ..�,� Douglas Fir. n INSP TI N RE IRED ,..y,,,��i `""�,, ..,:: •' _ "" .4 ,.�: �a tea.," :? •r .: ",p.'1 4 h��'':°=' '"`*yw `,rP4 4 >k „ .. ...'.: }°r, �"""'W*",�'..,.:. � n be#2 or better l for One and Two Fa Dwellings 8.All framing techniques and methods shall be as prescriptive design based o AF&P Wood Frame Construction Manua Family D !Ings (WFCM)or as specified in R 301.2.1.1. 9.All building envelope components shall comply with Chapter 6 of the Energy $ Conservation Code of the State of New York. 10.Fireblockin shall be provided in all wood frame construction in accordance 9 with NYS Code R 602.8 to form an effective fire barrier between stories and -� .� s �'!•n 4 4 ;,� ,,a� y u"�'��""'� *'7; �. s � G� 4 A d w between the top story and roof space. S�x;rk y8 �:f� $ 11.Protective panels shall be provided for glazed openings in accordance with NYS Code IR 301.2.1.2 if the are required. 12.Provide flashing at all roof breaks,exterior doors,windows,decks,etc. y q 13.All window and exterior door headers to be(2)2x8 unless noted otherwise. k rt 14.All interiior we partitions to be typical:2x4 @ 16"O.C.with standard GWB; or 2x6 @ 16"O.C.with standard GWB for walls with plumbing,as drawn. 15.All portions of the new structure are designed to comply with local geographic v x"�m� � w ,• a and climate criteria as specified in the following table. GEOGRAPHIC AND CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 PSI WIND SPEED 130 MPH SEISMIC DESIGN CATEGORY B 310 BRIDGE ST- EXISTING310 BRIDGE ST - PROPOSE_ D_ WEATHEF?ING SEVERE FROST LINE DEPTH 36" TERMITETHREAT MODERATE TO HEAVY r DECAY SLIGHT TO MODERATE PHOTO: NTS IMAGE: NTS WINTER DESIGN TEMP. 11 ( r/ ( ► ► FLOOD HAZARD AS NOTED -S PROPOSED: 12/29/20 1 1 REVIISED: REVIISED: REVIISED: REVIISED: f CONTACT INFORMATION 3 ` DAVID JANNUZZI,OWNER (631)680-1157 BIL.LTOTh{ BUILDER (516)807-8118 DAVE KIESGEN,CONTRACTOR (212)851-6752 t zf �J HUCK HIRSCH,DRAFTSPERSON (646)416-4096 LOU SCHWARTZ,ENGINEER (631)839-4824 A- 1 00 COVER PAGE 310 BRIDGE STREET GREENPORT, NY 11944 SCTM# 1000-34.-3-49 WINDOWS and DOORS Andersen R.O. 38 1/8"w x 56 7/8"h O TW3046 U-VALUE:0.29 dbl-hung window SHGC:0.31 Andersen R.O. 32 1/8"w x 36 7/8"h O PROPOSED dbl-hung window SHGC: 29 0.311 CONCRETE PATIO Andersen R.O. 28 7/8"w x 24 5/8"h A251 U-VALUE:0.29 awning window SHGC:0.31 Andersen R.O. 60"w x 80"h (�D FWG5068R U-VALUE:0.30 6 gliding doors SHGC:0.26 -- _- Oo1 i PROPOSED -' NEW (2) 1 3/4" x 7 1/4" LVL HEADER / BATHROOM C Therma Tru R.O. 38 3/8"w x 82 1/2"h - - — - CCA 1127-DDBF4 U-VALUE:0.18 d TYPICAL INT. WALL 9 entry 1 hinged ent door SHGC:0.01 CCJ M ; ; 2X6 STUDS @ 16" O.C. ----'�y�_ 1/2" GWB BOTH SIDES NOTE:ALL WINDOWS ARE EGRESS WINDOWS 1 1 1 EXCEPT FOR O ANp©. CJ ' ' co REMOVE EXISTING WALLS - NEW (2) 1 3/4" x 7 1/4" LVL HEADER NEW (2) 1 3/4" x 7 1/4" LVL HEADER O NEW (2) 1 3/4" x 7 1/4' LVL HEADER 3'-0" N�(2) 4"x 7 1/4" LVL HEADER 8" t3/4.' C3'-1 3/4" 1'-9 5/8" I I 7'-5 7/8" 4'-10" 4'-1 " 7'-5 7/8" - PACK OUT 24" LEDGE O PR0 SED PIROPOSED EN SUITE 00 EN SUITE NEW (2)2x8 HEADER ( ao 1 BATHROOM LO BATHROOM NOTE:ALL NEW WINDOWS PROPOSED 12-3 7/8 o O TYPICAL INT. WALL UNLESS OTHERWISE NOTED REMOVE EXISTING CHIMNEY KITCHEN 2X6 STUDS @ 16" O.C. A -- - -___-_ O O ~ 1/2" GWB BOTH SIDES KEY NEW(2) 1 3/4"x 11 7/8" LVL DROPPED BEAM I PROPOSED I�4_ PRO OSED ---------- CLOSET I cL RIFTA 3/4" PANEL ----- EXISTING WALLS NEW (2) 1 3/4"X 14" LVL HEADER WITH SIMPSON STRONG-TIE EGQ3.62-SDS3 ----------------- TO BE REMOVED 3'-7 1/8" 3/4" PANEL- 0i - TYPICAL INT. WALL - - 2'-4" _ _ 2X4 STUDS @ 16"' O.C. NEW WALLS �`� TO BE ADDED -- ------------ - _2'-4" 1/2" GWB BOTH SIDES PROPOSED 2'-5 3/8" . �� REMOVE EXISTING DOOR ® ZN 3'-2 1/2" CLOSET NEW HEADERS, REPAIR WALLAS REQUIRED - - — — -- -- GIRDERS, BEAMS RELOCATE DOOR AS DRAWN REMOVE EXISTING WA LS REMOVE EXISTING CHIMNEY TO BE ADDED 1'-9 1/2" T 1'-9 1/2" C) ~ 2'-5 3/8" N C OX WINDOW/DOOR TAG EXISTING LO NEW(2) 1 3/4"x 9 1/2" LVL HEADER LIVING ROOM TYPICAL INT. WALL NEW(2) 1 3/4"x 9 1/2" LVL HEADER - f` SMOKE/CO DETECTOR 2X4 STUDS @ 16" O.C. EXISTING EXISTING EXISTING 1/2" GWB BOTH SIDES C' DEDROOM BEDROOM C STAIRS PROPOSED A BEDROOM A C —EXISTING— BEDROOM - STAIRS - - — — - - NEW WINDOW IN EXISTING OPENING `— MODIFY AND REPAIR AS REQUIRED NOTE:ALL"A" WINDOWS m -- kPROPOSED' r— NEW 2X8 COLLAR TIES @ 16" O.C. _ NOTES CLOSET- co RAISED BEDROOM CEILING JOISTS EXISTING M ATTIC DOOR Jill =121J .A E A A A NEW (2)2x8 HEADER NEW WINDOW IN EXISTING OPENING - NOTE:ALL NEW WINDOWS MODIFY AND REPAIR AS REQUIRED NEWENTRY DOOR IN EXISTING OpENING1 UNLESS OTHERWISE NOTED NOTE:ALL"A" WINDOWS MODIFYAND REPAIR AS REQUIRED - -- - - -- --- - - - 3 310 BRIDGE ST - 1ST FLOOR 4 310 BRIDGE ST - 2ND FLOOR Scale: 1A = 1'-0" Scale: 1/4 " = 1'-0" CONTACT INFORMATION DAVID JANNUZZI,OWNER (631)680-1157 � BILL TOTH, BUILDER (516)807-8118 'S DAVE KIESGEN,CONTRACTOR (212)851-6752 v = _ HUCK HIRSCH, DRAFTSPERSON (646)416-4096 LOU SCHWARTZ, ENGINEER (631)839-4824 HT1 � x c' 770Cu Ah A- 101 PLANS 310 BRIDGE STREET GREENPORT, NY 11944 SCTM# 1000-34.-3-49 KEY ----------------- EXISTING WALLS ------`--------- TO BE REMOVED NEW WALLS TO BE ADDED ----�__-_-_ NEW HEADERS, NEW 2" TH. P.C. SLAB =_-_=-__=_= GIRDERS, BEAMS 6X6 10/10 WELDED WIRE MESH TO BE ADDED 30 MIL POLY VAPOR BARRIER ON CLEAN COMPACTED SOIL it X WINDOW/DOOR TAG INSULATION PROPOSED O EXISTING POST -- POUR TO HEIGHT FOR LEVEL CONCRETE PATIO GIRDER POCKET WITH EXISTING SUBFLOOR VERIFY IN FIELD SMOKE/CO DETECTOR NEW (2) 1 3/4"x 9 1/2" LVL GIRDER — Hi NEW 2"TH. P.C. SLAB i. 6 MIL PLASTIC VAPOR BARRIER ON COMPACTED FILL NEW 8"TH. P.C. FOUNDATION WALL 4'-9 3/4'. 4'-9 3/4" ON 8x16 P.C. CONTINUOUS FOOTING —_. NOTES MIN. 36" BELOW GRADE ��-Mi NEW 2x8 FLOOR JOISTS @ 16"O.C.1 NEW TERMITE SHIELD OVER SILL GASKET 4" j i. 2 x 3' OPENING ENTIRE NEW WALL AWL A _ ( ) CRAWL SPACE I EXISTING ASPHALT ROOF EXISTING 2x6 FLOOR JOISTS @ 16 O.C. d. I NEW I I EXISTING WINDOW AIR I I HANDLER I I - i I I I I EXISTING WINDOW II II REMOVE EXISTING CHIMNEY B S ' NT I I I REMOVE EXISTING CHIMNEY 1j � ! NEW WATER (S.:ING .I C.. LL w L ,; ST IR 1. I ., ---- REMOVE EXISTING OIL TANK EXISTING CMU 8" FOUNDATION WALL I I I ` •. 0 z .` . .. .:J NEW 4"TH. P.C. SLAB c~i� 6x6 10/10 WELDED WIRE MESH X 30 MIL POLY VAPOR BARRIER NEW w ON COMPACTED FILL J GAS FURNACE II ELECTRIC PANEL 25',8" NEW 200 AMP SERVICE RESURFACE EXISTING AWNING NEW METAL STANDING SEAM 310 BRIDGE ST - FOUNDATION 310 BRIDGE ST - ROOF 5 Scale: 1/4" = 1'-0" 6 Scale: 1/4" = 1'-0" CONTACT INFORMATION DAVID JANNUZZI,OWNER (631)680-1157 ~, BILL TOTH, BUILDER N� (516)807-8118 DAVE KIESGEN,CONTRACTOR (212)851-6752 S,S"3N�,\ HUCK HIRSCH, DRAFTSPERSON (646)416-4096 r _ =- LOU SCHWARTZ,ENGINEER (631)839-4824 77006 A- 102 FOUNDATION/ROOF (C) EXISTING ASPHALT ROOF A A ---1I -E1I--1I --BFI-- 9I1LI I11III I1I I I11III I 11I 1I1II 111I 111I 1F-7 11F--1L 11 1 7-IIF- I I I I1 I I 1IJI TrTL_TI_TII LI ---- I rI-_T_I I-LE-L-IF I 1-I-vl1-I 1 TL-TI _ RESURFACE EXISTING AWNING 1 NEW METAL STANDING SEAM 1 (2) C) A A A E 1 I I I ' ' I I I II I ' , Z10R1 DGE ST - SOUTH ELEVATION e: 1/4" = 1'-0" 8 310 BRIDGE ST - EAST ELEVATION Scale: 1'-0" 1 1 RESURFACE EXISTING EXTERIOR WALLS NEW 18"#1 PERFECTION WESTERN RED CEDAR SHAKES A A 1 (D 1 I I NEW 8"TH. P.C. FOUNDATION WALL -- EXISTING CMU 8" FOUNDATION WALL ON 8x16 P.C. CONTINUOUS FOOTING _ __ MIN. 36" BELOW GRADE -------- - --' I I I I I I d' ' 11 9 310 BRIDGE ST - WEST ELEVATION 1 310 BRIDGE ST - NORTH ELEVATION 0 Scale: 1/4 - 1 -0 Scale: 1/4 10 WINDOWS and DOORS SIDING and ROOFING CONTACT INFORMATION 310 BRIDGE STREET Andersen awnin window Therma Tru R.O. 38 3/8"w x 82 1/2"h O 18"#1 PERFECTION WESTERN RED CEDAR SHAKES Andersen double-hung window g CCA 1127-DDBF4 U-VALUE:0.18 DAVID JANNUZZI,OWNER (631)680-1157O GREENPORT, NY 11944 O TW3046 R.O. 38 1/8"w x 56 7/8"h �% A251 R.O. 28 7/8"w x 24 5/8"h 0 hinged entry door SHGC:0.01 BILL TOTH, BUILDER (516)807-8118 A- 1 2 3 STANDING SEAM METAL ROOFING,COLOR TBS DAVE KIESGEN,CONTRACTOR (212)851-6752 SCTM# 1000-34.-3-49 Andersen double-hung window O Andersen gliding doors HUCK HIRSCH, DRAFTSPERSON (646)416-4096 ELEVATIONS �I TW2610 R.O. 32 1/8"w x 36 7/8"h FWG5068R R.O. 60"w x 80 "h LOU SCHWARTZ, ENGINEER (631)839-4824 310 BRIDGE STREET GREENPORT, NY 11944 SCTM# 1000-34.-3-49 NOTES NEW 2"TH. P.C. SLAB 6X6 10/10 WELDED WIRE MESH 30 MIL POLY VAPOR BARRIER ON CLEAN COMPACTED SOIL PROPOSED CONCRETE PATIO I NEW 2x8 COLLAR TIES @ 16"O.C. RAISED BEDROOM CEILING JOISTS I At I - I I NEWAIR —' EXISTING ROOF L------__------ LJ HANDLER N :1:1 El ■ ---- EXISTING PARTITION WALL RESURFACE EXISTING EXTERIOR WALLS EXISTING 2x8 FLOOJOISTS @ 16" O.0 -- _ NEW 18"#1 PERFECTION -- _" -- R — --- -" WESTERN RED CEDAR SHAKES MODIFY AND REPAIR AS REQUIRED I I I I I EXISTING TYPICAL INT. WALL CONSTRUCTION I II HOUSE 2x6 STUDS @ 16" O.C. 1 I I WITH 1/2" GWB BOTH SIDES — —__—_ 1 NEW 3/4' PLYWOOD SUB-FLOOR _. _ _ I I I Co I I EXISTING 2x6 FI~OOR JOISTS @ 16" O.C. I NEW 2x8 FLOOR JOISTS @ 16" O,C. I _ OVER NEW CRAWL SPACE I I I I I I 2'x 3' OPENING NEW R-25 INSULATION NEW 8"TH. P.C. FOUNDATION WALL — - --" (THROUGHOUT) SET ON 8X16 P.C. CONTINUOUS FOOTING EXISTING 8"CMU FOUNDATION WALL MIN. 36" BELOW GRADE I I � II I NEW 4"TH. P.C. SLAB ---- 6 MIL PLASTIC VAPOR BARRIER 6x6 10/10 WELDED WIRE MESH 30 MIL POLY VAPOR BARRIER _ ON COMPACTED FILL EXISTING ON COMPACTED FILL WOOD STOOP 12 310 BRIDGE ST - SECTION Scale: 1A = 1'-0" 11 310 BRIDGE ST - PORCH PLAN Scale. 1/4" = 1'-0" CONTACT INFORMATION �. DAVID JANNUZZI,OWNER (631)680-1157 BILL TOTH, BUILDER (516)807-8118 h �\SCH;�,-;L, DAVE KIESGEN,CONTRACTOR (212)851-6752 0� 'a `, HUCK HIRSCH, DRAFTSPERSON (646)416-4096 * ppA LOU SCHWARTZ, ENGINEER (631)839-4824 \� f) `r'Ui16 �v A- 1 04 SECTION 310 BRIDGE STREET Fire Resistance GREENPORT, NY 11944 R'TVV whC lis "ire I iazcrd C.1�= itt^L,t r�� 4" VENT THRU ROOF interior Wali SCTM# 1000-34.-3-49 ROOF JL RT mud ;i 4 Tyco X Q,9 E4 GIRDER AS SPECIFIED / BATHROOM 1 __ 2°——-T ———_ BATHROOM 2 _T� MATr=R1>a%1S TIAAE BLOCKING PER 40 MANUFACTURES SPEC. Type X Gyl?Stim enard JOIST AS SPECIFIED "'2 IZ Wood Scuds(16"U.r.) 20 ID z 1 1,;2. I METAL HANGER PER LAV I LAV I T(Aal Raling 60 NOTES MANUFACTURES SPEC. 1 W.C. W.C. [TUB 2ND FLOOR SHOWER 1 Typical Joist Hanger 3� Not To Scale ROOF ShEAT+i"tvG NA-LNG RCNECL+ E BATHROOM with LAUNDRY —— __ KITCHEN 7— 1——-2 zone 1 Zone 2 Zone 3 RAFTER r —— 4„ -µ.... 1 I,,. (1)SIMPSON H2A STRAP PER 1 2' I =E_C 12'I�.t: 3 0 C RAFTER w/(12)8d COMMON NAILS I2 1 I LAV SINK EL E"0.C. 4-0,C U C WALL PLATES 1 W/D W.C. DW STUD WALL ALL '?2'EXTERIOR PL`WOOD WALL SHEATHING TO BE SECURED-e;ITH$D 1ST FLOOR SHOWER CO',MON NAILS-2"i2'.X 1G 1r'2"GA.,DAT'=RN AS INDICA- ABOVE _ 2 C,O. „12 4.. FOR ADD+TONAL STRUCTURA:_NAILING REQUIREMENTS.FEFER'O FASTEN NG SCHEDULE FOR STRLC'URAL.%%EMBERS"-EMBERS'-NEIN YORrf STATE 2 Rafter/Plate/Stud Connection Not To Scale ...CONNECT TOAPPROVED SANITARY SYSTEM CODE BOOK. 4" MAIN WASTE LINE SLOPE: 1/4" PER FT. Simplified Roof Sheathing Nailing Schedule - HOUSE TRA] Not To Scale WALL STUD 13 NIAGRAM BRIGEST - PLUMBING RISER DIAGRAM : NTS FLOOR JOIST Nail Sizes piT1Z DTT1Z ® 750lb.,asWrtl* Joint Description (common nails U.O.N.) Nail Spacing `•_ Condition 1 — Holdown Cannot Be lnstalled ROOF FRAMING ` A. _ Fkash with Wall Sheatli recitow Rafter T Plate (Toe-nailed) 3 8d er rafter ' Urtiue sone ,the DTT1Z seat,s not r to op P * z1ri-��" to beer on mk or trag and can be installi WALL STUD - = Ceiling Joist to Top Plate (Toe-nailed) 3-8d per joist - away from the war to account for non Ceiling Joist to Parallel Rafter(Face-nailed) 3 16d each lap ,0 mom' a ` sem,joist hanger interterenceorother Ceilin Joist La s over Partitions Face-nailed 4- 16d each la " L Optional Side-ritount candirboins (1)C S 18 METAL ',' .,,�, g p ( ) 2 P ill a tfk3t2lllalion L'a��"sN°anctx�ra�Y�required to r STRAP PER STUD Collar Tie to Rafter(Face nailed) 8d per tie , ;);! minx m of 3•threw by a fuy w/(8)8D COMMON Blocking to Rafter(Toe-nailed) 2 8d each end •e3 rriiri 3 lag screw or SWOng- SDWH Timber-Hex HDG NAILS PER END Rim Board to Rafter(End-nailed) 2-16d each end - - ) _._ screw into Ute wet _ 3 � 3 S (1)CS18 METAL STRAP w1t�'S;1ti3. -X'_ _ Condition 2—Top of Wall Plate Does Not PER STUD w/(8)8D WALL FRAMING ' DTT1Z Align with Bottom of Deck Joist COMMON NAILS PER 12" Top Plate to Top Plate (Face-nailed) 2 Do not over-drive 16d 1 per foot I Stud Straps @ Second Floor Box To Plates at Intersections Face-nailed 4- 16d oints-each side _-- anchoring screw on the bottom IRC joisdetat. howaa ir�aried 3 END LENGTH P ( ) 1 on the tx�ttom of the�.However,the DTT1 Z Not To Scale Stud to Stud (Face-nailed) 2-16d 24" o.c. Predrill?',a-diameter hole for fully threaded was tested and urging 1 tri fasteners 410 Header to Header(Face-nailed) 16d 16"o.c. along edges lap screw. Predrilling not required with either the narrow saga or wide tece of a 2x merrbee Strorl ive SDWH Timber-Hex HDG screw. allowing the DTT1Z to be installed at any location 1 2 2 1 2 Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud ` althe depth ofthe,pst. 2- 16d per 2x6 stud I 2- 16d per 2x8 stud C =_—I CARRIAGE BOLTS Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2- 16d 1'2 per foot -� (2)2X GIRDER (Face-nailed) _ = 3 2 3 FLOOR FRAMING WOOD POST Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist Bridging to Joist(Toe-nailed) 2-8d each end SHEATHING • POST ANCHOR Blocking to Joist(Toe-nailed) 2-8d each end NOTE: SIDING nailed) THIS DETAIL IS APPLICABLE FLASHING FOR Blocking to Sill or Top Plate(Toe 3-16d each block WHERE FLOOR JOISTS ARE ANCHOR BOLT Ledger Strip to Beam (Face-nailed) 3- 16d each joist PARALLEL TO DECK JOISTS. WATERTIGHTNESS _ 2 : ' CONCRETE PIER 4'O.C. (TYPICAL) Joist on Ledger to Beam (Toe-nailed) 3-8d per joist DECKING 12" FROM CORNER Band Joist to Joist(End-nailed) 3 16d per joist " Il Band Joist to Sill or Top Plate(Toe nailed) 2-16d 1 per foot APPROVED JOIST HANGERSu °' ROOF SHEATHING 2*MIN. 2x LEDGER WITH FASTENERS 4 Deck Railing/Post Anchor IN ACCORDANCE WITH TABLE R507.2 Not To Scale Structural Panels 8d SEE NAILING SCHEDULE HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS AT 4 LOCATIONS,EVENLY DISTRIBUTED ACH Diagonal Board Sheathing END ONG OFD THE LEDGER.HOLD-CK AND ONEIDOWN DEOF VICES CS18 METAL 1"x 6"or 1"x 8" 2-8d per support SHALL FULLY ENGAGE DECK JOIST PER STRAPS w/(8)8D 1"x 10"or wider 3-8d per support HOLD-DOWN MANUFACTURER. COMMON NAILS 7 Header & Post Tie Downs ` A FULLY THREADED Ye DIAMETER LAG s 2 ` PER 12" END Not To Scale CEILING SHEATHING SCREW PREDRILLED W/MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. Cank Rocy Ean 0 to 10to 13 degreez BLOCKING Gypsum Wallboard 5d 7"edge/ 10"field For SI:1 inch=25.amm. FIGURE 8507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS RIDGE BEAM WALL SHEATHING ROOF sF aTH nG.l^-LA;L NG SCHEDLa,E Structural Panels 8d (see table 3.9) 4TFiberboard Panels Zone t Zone 2 's 7/ 16" 6d 3"edge/6"field F E-C 12'0.C. 4.O.0 X O G. 5 RaNot To Scale Gypsum Wallboard Rafter Straps 25/32 8d 7"edge/6"field ld E 4-EDGE '"O.G. "C.C. _ 3'0 C. Hardboard 8d (see table 3.9) A-L*7 EXTERIOR P!LWWOOD WALL SHEATHING TO BE SECURED WITH SD FLOORS Particleboard Panels 8d (see table 3.9) COMMON NAILS-2':2'X 10 12°GA..?A'°'wRN AS INDICA-ED ABOVE WOOD BEAM Diagonal Board Sheathing FOR A00`ZONAL STRUCTURA:.NAILING REG+UIREA,IENTS.FEFER`O a 1"x 6"or 1"x 8" 2-8d per support 'FASTEN NG SCHEDULE FOR STRLC'URAL%'EMBERS"-NEN.YORK STATE 1"x 10"or wider 3-8d per support CODE BOOK. ° STEEL PLATE ° m FLOOR SHEATHING N STAGGER 2ROWSFASTENERS (1)CS18 METAL Structural Panels 6.5"MIN.FOR 2X8" 'DISTANCE SHALL BE PERMITTED TO Simplified Roof Sheathing Nailing Schedule STEEL COLUMN ° STRAP PER STUD -� 1"or less 8d 6"ed e/ 12"field 5'MAX 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5'IF LAG SCREWS p o w/(8)8D COMMON g 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS iVOt'rD Scale NAILS PER END greater than 1" 10d 6"edge/6"field 0 0 � ® REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 o Diagonal Board Sheathing 2"MIN LEDGI R LAG SCREW OR BOLT 3/a"MIN. BAND JOISTS. c 1"x 6"or 1"x 8" 2-8d per support 1"x 10"or wider 3-8d per support For sl: 1 inch=25.4 n,m. ___ "T_ - 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge, If wall sheathing is FIGURE 8507.2.1(1) nailed 3"on-center at the panel edge to obtain higher shear capacities ,nailing requirements for structural PLACEMENT OF LAG sCREWSANDBOITs IN LEDGERS STEEL COLUMN ANCHOR BOLTS P 9 9 P 9 q 1 I members shall be doubled, or alternate connectors , such as shear plates , shall be used to maintain the load 1 I STEEL PLATE path. 2 When wall sheathing is continuous over connected members ,the tabulated number of nails shall be CONTACTINFORMATION permitted to be reduced to 1 - 16d nail per foot. - DAVID JANNUZZI,OWNER (631)680-1157 BILLTOTH, BUILDER CONCRETE PIER `�-, (516)807-8118 I a MASONRY WALL DAVE KIESGEN,CONTRACTOR (212)851-6752 a a ° �� -'"� �- HUCK HIRSCH, DRAFTSPERSON (646)416-4096 ° U ! �`� ` LOU SCHWARTZ, ENGINEER (631)839-4824 CU ATiC AND GE:OGR APIiIC DESIGN CRITERIA AS PER NYS RESIDENTIA:CODER 301.2,1 Porch Beam/Column Anchor 6 First Floor & Sill Anchors ULTMATE ' � ` ICE SHIED UNDERAY�IEN' Not To Scale Not TO Scale GROUND SNOW LOAD MND SPEED jMPlll SESM1iC DESIGN CATEGORY WEA'NERI:NG FROST LINE DEPTH Ti DECAY ; k4 LATER DESIGN TEMP, RECNIIRED FLOOD HAZAR /L,06 2D 130 8 SEVERE 36'iTOPI M to H S to M ! t YES Ill?998 - A- 1 05 DIAGRAMS