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HomeMy WebLinkAbout46788-Z S�FFQI�- r 8/4/2023 0�0 CpG Town of Southold P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44377 Date: 8/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 400 Greenway W., Orient SCTM#: 473889 Sec/Block/Lot: 15.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/27/2021. pursuant to which Building Permit No. 46788 dated 9/8/2021 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 Newell,Melanie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46788 7/7/2023 PLUMBERS CERTIFICATION DATED 7/10/2023 4'aNnorN Hulse, Jr A o ize ignature UF F01 TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o . g 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#: 46788 Date: 9/8/2021 Permission is hereby granted to: Newell, Melanie 400 Greenway W Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 400 Greenway W., Orient SCTM # 473889 Sec/Block/Lot# 15.4-18 Pursuant to application dated 8/27/2021 and approved by the Building Inspector. To expire on 3/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $712.00 CO-ADDITION TO DWELLING $50.00 Total: $762.00 Bu i ng Inspector pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 �ycou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Melanie Newell Address: 400 Greenway W city:Orient st: NY zip: 11957 Building Permit#: 46788 Section: 15 Block: 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns#Electrical License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 oh Heat Duplec Recpt 26 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel i A/C Condenser 1 Single Reept Recessed Fixtures 3$ CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Two Story Addition w/ Unfinished Basement Inspector Signature: Date: July 7, 2023 S. Devlin-Cert Electrical Compliance Form Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • ` Southold,NY 11971-0959 ' Y BUILDING DEPARTMENT TOWN OF SOUTHOLD .CER_TIFICATION Date: - 7.�� Building Permit No. 46788-400 Greenway West, Orient Owner: Newell (Please print) Plumber• .- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this l.3 day of Ju lu r 20 23 SHARAYAH CARITA NOTARY PUBLIC,STATE OF-NEW YORK AD Lw7t&Lk Registration No.OICA6390001 Qualified in Suffolk County My Commission Expires: Ll1 g 120 2Z Notary Public,_.SU4f�D1V-- ::County so # # TOWN OF SOUTHOLD BUILDING DEPT., courm, 765-1802 INSPECTION [ \y/j OUNDATION 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 i REMARKS: �Am, It S d r DATE 11 202-71 INSPECTOR # TOWN OF.SOUTHOLD BUILDING DEPT. 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: !_ -tv- Q' �`-�02� -7�vplt�G DATE �i fi INSPECTOR _� �� q'F SOUIyO/- V ■ h� 'o # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Uv A a DATE 3 �O�' INSPECTOR OF SOGTLI 'Y �� 0 / tG L # # TOWN O SOUTHOLD UI DING D T. Couto, 631-765-1802 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 [ ] RENTAL REMARKS: O 141 AA -� im b A ;41,�i1-,c DATE 77 1712, INSPECTOR 1 1 1 • FOUNDIATION.(1ST) • / 0 B ol INSULATIONFER • 1 RM W;V. 1110 • 6 1 • •�• d l 9 � � � • o .01 "M � W � �O��SUFFQCk�oG TOWN OF SOUTHOLD–BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT ,(For Office Use Only F) LJ PERMIT NO. � Building Inspector: AUG 272021 f Applications and forms must be filled out in their entirety.Incomplete FLT11 N i I r Ci v,,„."M. applications will not be accepted. Where the Applicant is not the owner,an �'�'•''`: ,i ;' .` � Owner's Authorization form(Page 2)shall be completed. Date:8/25/21 OWNER(S)OF PROPERTY: Name:Melanie Newell T-cTm#-1000-15-01-18 Physical Address:400 Greenway West, Orient NY 11957 Phone#:917-509-8751 1Email:c@rigasco.com Mailing Address:400 Greenway West, Orient NY 11957 CONTACT PERSON: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti P.E. Mailing Address: 1725 Hobart Road, Southold NY 11971 Phone#:631-765-2954 FEm;117joseph@fischetti.com CONTRACTOR INFORMATION: Name:Constantine Rigas Mailing Address:22260 Main Road, Orient NY 11957 Phone#:917-509-8751 Email:c@rigasco.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ONO 1 PROPERTY INFORMATION Existing use of property:Single Family Intended use of property:Single Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,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 code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. C Application Submitted By(prin name): �:� O�v— � CV-1 BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTYOF I ) CS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrah )ibove named, (S)he is the (Contract ,Agent, orporate Officer,etc.) of said owner or owners, and is duly authorized to 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 that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 21_dayof AuokA4 202-1 7)uAd-o otary Public TRACEY . DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 D W6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JMNE30,2U%�, I� Melanie Newell residing at 400 Greenway West, Orient NY 11957 do hereby authorize Constantine Rigas to apply on my behalf to the Town of Southold Building Department for approval as described herein. 8/25/21 Owner's Signature Date Melanie Newell Print Owner's Name 2 ;x'x- r"� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX.(631) 765-9502 rogerr southoldtownny.gov —_seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11 /20 /21 Company Name: Paul Burns Electrical Contractors Inc ; Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold,NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name:. Rigas Address. 400 Greenway West Cross Street: Rt 25 Phone No.: Bldg.Permit#: 46788 email: Tax Map District:. 1000 .. Section: Block:_ Lot: j BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire addition Circle All That Apply: Is job ready for inspection?: YES / O Rough In Final Do you need a Temp Certificate?: YES Issued On.. Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# . New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: .PAYMENT DUE WITH APPLICATION je R \X Request for Inspection FormAs Nov 2 2 BUILDING DEP-I: TOWN OF SOUTHOLD �j QP /� BUILDING DEPARTMENT- Electrical Inspector fpa TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 a.: l. - Southold; New York 11971-0959 .- Telephone (631) 765-1802 = FAX (631) 765-9502 roQerrta'�southoldtownnv.gov.y ,seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION _ T. ELECTRICIAN INFO RMATI ON (Au Information Required) Date: 11`/20 121 Company.Name: . Paul Burris Electrical Contractors Inc Name: Bob Burris License No..: 3897-NM email: pbumsjr@optonline.nct i Address. PO Box 1061;Southold;NY 1197E Phone No:: 631-365-4735 JOB SITE.INFORMATION (All Information Required) Name:- i Rigas ..� 0 reenwa V11est 40 .G y. :Address _..:...___.. _._.. C ross.Stre25.' ..- .._.._ .::. . - • P-one:.No:: - - - - --. .. �.i BIdg.Permit#: .46788... email:: _ BRIEF DESCRIPTION :OF WORK (Please Print Clearly). Wire addition Circle All ThatApply: Is joli ready for inspection?:. . YES / O Rough In Final , F Do you need a Temp Certificate?: YES Issued On;, Temp Information'._ (All information required) : Service.Size 1.Ph 3`Ph Size::. . -A # Meters Old Meter#.:.;_... New Service- Fire Reconnect-.Flood Reconnect-Service Reconnected- Underground = Overhead #.Underground Laterals 1 2 H Frame Pole. ,- Work done on Service? Y N Additional Information: PAYMENT DUE-WITH APPLICATION NOV 2 2 2021 ,- Request for Inspection FormAs BUILDING DEPT � I< TOWN OF sOUTHOLD ``CC `(QJU PERMIT# Address:- Switches ddress:Switches Outlets G F I's Surface Sconces. , N HH's q �; UC-Lts Fans . _, . . ._. dg� _... Fri ......... . Exhaust Oven WD' Smokes DW Mini . _...M Carbon icro ..:Geneiator._ ; Combo :... .... Conktop .:'.:...._. _.:: ._.- .... Trans er., AServi .;;4C. - I I. Hood ce Amps Have 'Used.. Special:.. : Comments: 141 - .. COMPLY WITH ALL CODE$O /} NEW YORK STATE & TOWN CODES Must provide Manuals i� RIGA S Blower door AS REQUIRED'AND CONDITIONS OF A J and S as per and ductwork DESIGN/BUILD NYS Energy Code testing required, 4.b r% 11,111, BOARD Joseph Fischetti, P.E. l STEES � ,��" PROFESSIONAL ENGINEER N All exterior fighting will rod++ .... � installed,replaced or 2 '6" 2d'Two repaired shall conform 8/24/21 20,819 sf-Lot Size NeW .2 x: 1 ,� } to Chapter 172 4,115 sf Allowable Lot Coverage Story Addition ' i" Of the Town Code 2,022 sf -Existing Lot Coverage 1 Q (b32sf house,256sf front porch 454sf garage(GO 39621) 4 7 NEW ADDITION 450sf pool(CO 40541) �- ( Distance to Septic is 15'6" West 450 sf -Proposed New Addition ` � 400 Greenway 2,412 sf -Proposed Total Lot Coverage �, ^ ~ r Orient NY 11957 L1 � N�� Health Department Approvals in Place for 4 Bedrooms Current House has 3 bedrooms 1 , LMBERCERTIFIC)ITM �d•4 ' ON LEAD CONTENT B F Proposed addition has 1 bedroom • N CERTIFICATE OF OCC PA�JECTTEAM: for a total of 4 Bedrooms 1' �, a SOLDER USED 1N W I TER • a . ` �`' .Ogg Z.S__ � � � SUPPLYSYSTEM CA !MO9signer/Builder 5EXCEED 2/10 OF 1/° L EA D. RIGAS CO 22260 main road,orient ny 11957 AP R VEDAS NOTED 631 323 8022 DATE: B.P.-# '�� � �5• .� FEE: • BY: Engineer NOTIFY BUILDING DEPART T, AT . 47.6 0 Joseph Fischetti, P.E. 765-1882-`' 8 AM TO 4 PM FOR THE ' ` ! �O,r g4 Q 1725 Hobart Road,Southold NY 11971 FOLLOWING INSPECTIONS: i , 631 7652954 f. FOUNDATION TWO REQUIRED FOR POURED CONCRETE ' �N 2: ROUGH FRAMING & PLUMBING OWN 3. INSULATION ` , 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. 1 ALL CONSTRUCTION SHALL MEET THE , s REQUIREMENTS OF THE CODES OF NEW . 1 Q YORK STATE. NOT RESPONSIBLE FOR CA ` 1 •4'v i SCALE AS NOTED DESIGN OR CONSTRUCTION ERRORS. (� 1 OCCUPANCY OR - _ �� Z D ( USE IS UNLAWFUL Q -_ -- -��--�-.--�--- AUG 2 7 2021 WITHOUT CERTIFICAZ_ I�:��AICA rt P�Ult7IBING VrVE Y: Al RETAIN STORM WATER RUNOFF MkOTION REQUIRED BUIL �TNTG DEPT. OF OCCUPANCY ' -1J41ATER:LINE$NEED-t' : �"" PURSUANT TO CHAPTER 236 TEv` IIVG$FOFiE.COVERING; T(��'V1�*T OE SGTJ't' aT,D OF THE TOWN CODE, �_ . - RIGAS SURVEY OF DESIGN/BUILD LOT 34 MAP OF GREEN ACRES AT ORIENT Joseph Fischetti, P.E. FILE No.-3540 FILED-APRIL,13.. 1962 PROFESSIONAL ENGINEER SITUATED AT ORIENT. TOWN, OF SOUTHOLD, yoT ss SUFFOLK COUNTY. NEW YORK X32'42' S.C. -TAX No. 1_000-45—Ot-16 8/24/21 SCALE 1"=40' DECEMBER 6. 1999 FEBRUARY.22. 2000..REVISEO SEPIIG SYSTEM 1 + MAY 26. 2000 RELOCATED'PROPOSED WELL W MARCH 1. 2001 REVISED PROPOSED HOUSE SIZE AUGUST 17. 2001 UNDER CONSTRUCTION SURVEY _ NOVEMBER 14,-2001,FINAL.SURVEY AREA-= 20:879:99 sq. ft. NEW ADDITION x 0:479 cc. Sr • ty`' 1i' $ o COMM&WEALTH LAND TITLE -INSURANCE COMPANY 400 Greenway West + y RAY".cAPECI OINA CAPECI Orient NY 11957 �s � Y SUFFOLK COUNTY DEPARTMWOFHEALTH SEIMMES t� Ilia ' AP^Et?VE4 CFC3r4,gE;U:._D,A'ORxS FOR Hr.I�No. Tt 6 ��►9-d a.7fl Ga.4 Ev fa-Pill ct.this lots ast hOYe beal PROJECT TEAM: • 47• O ( iczS'::::.'.�-.',L'i./!sT^.:,1:i,lC(i:.;'.`;JS rJe, S 't:CC Oti.CT IIgCISCfi"^,�G31(I r0T70d t0 S GOT 94 oesdt�sMO./rOIc } �''3;;f'OK3. .1.� Ca"PP.?»C:,Iaf Designer/Builder ? '• '� 1 oinm Of Wsltt tL?d�i18K'N2ttF ii�3t O� T'.0:t � Y n 571 � an��. 1 •48 r. RIGAS CO LT F0 ilul y x 'Ti[Mwir 22260 main road,orient ny 11957 W, m� y 2a W iaLme 631 3238022 Won Ulm Engineer Joseph Fischetti, P.E. 1725 Hobart Road,Southold NY 11971 • 631 765 2954 - N.Y.S.'Uo.W.49r1OE ialYJINCrI®ALTUNIION OR ADCRGN -To Tw SVA10r 6 A MUM OF " SEMNM WOr TIE MW TORY STATE cwm G7w UMP na S�we MOr� J seph A. frt9egno o3MW`er K Land Surveyor mmu man Siva RW a OILY TO 11E KRIOM FM 9M /O w TAWRf HE OM IK - - .t/RAT31,AMD M7vf THE ;•� TIRL OD1MO',gA'vRofO1 A90RY At0 -Title SesrArR— — Sj1e PR1Ll Oiri LIJRd K �Ey\ I�w�RalrtlRow uwm rarzK ro R To M Ai��of M A1107 1IF TOIIOM,cnllnoalola RC t11110ivIM1L ►►IOUE,(631)1727-2010• Fur(831)727-1127" MPOFUM ec b.w r_as vA01 A10 011 E#tim11&OF ECOID.F OR1CfS U1011IDAT• 111lJIC AMRF35 AMT.MOT 94RM AN NOT GUM AMIR'0. 1310 A&ME IMDiUE. PA I*,1'wv RIVERt!•II i- Y.nr 11/01 lvwwl-�ow n''`11901-0 SCALE AS NOTED A2 NEN EXI5TING R I GAS DESIGN/BUILD Joseph Fischetti, P.E. -- PROFESSIONAL ENGINEER 8/24/21 : t 'T ——T --- - — - -T--t— i NEW ADDITION LLI ! _ i ! 1 iI IiUIII_^ I I —I = [�1 400 Greenway We s t Orient NY 11957 PROJECTTEAM: TlI Mill ! Designer/Builder � i RIGAS CO 22260 mny 11957 6313238022 Engineer Joseph Fischetti, PE_ _ 1725 Hobart Road,Southold NY 1197 1 6317652954 Lj WEST ELEVATION 50ALE 1/4" = 1' SCALE AS NOTED II • yO.05�� �a�ES310� A3 i RIGAS �T-L 12 DESIGN/BUILD Vail roofs Joseph Fischetti, P.E. PROFESSIONAL ENGINEER I r r T`-i- r r LTrI f- 8/24/21 ii T NEW ADDITION 400 Greenway West '-i- _�_._:__ Designer/Builder —, L 'ITRIGAS CO -. i 22260 main road,orient ny 11957 I T _ 631 323 8022 LLI LI Engineer 1725 Hobart Road,Southold NY 11971 j �. ( �L_� _I 1 _l_ l 1 631 765 2954 I L T--T— i- i T T i i 4 NORTH ELEVATION SCALE: 1/4" = 1' NE SCALE AS NOTED • 4'�• OS�� ��PESSI A4 EXI5TING NEN RIGAS DESIGN/BUILD Joseph Fischetti, F.E. —r L PROFESSIONAL ENGINEER : I NLlEW ADDITION --- L 400 Greenway West 11 Orient NY 11957 IL-L 1_._iT(_ ! i_ i 1 1 T TSL ! 1_ ! !_ I 1 L » 11 ! ! L- '- L T I j ! + LT1� I )_ _ ! _' I ' i I_!-r I—�-�-I � !__ i - - T�'! � -'I-----i-r-1 � ,-,- i ! _ �-• �-r- --i-`-�-'-'-r i--:--�- , !-r ' ! ! ' ' '• '� ' )-�'�� ' ' � i ! ! ' ' I I I I I ! I I I ! I I I I I i ! I ! EF ! ;�-- I -,_.- ! • i I , ' , ' ! ! ' ! ' ' ! PROJECT TEAM: Designer/Builder RIGAS CO ILLI ! i 22260 main road,orient ny 11957 631 323 8022 Engineer T4 1II !,T=r ,- �414i—i-'441-4. L i� ! I I r—i47--F ; : I 4 Iii 1 I L L �r Joseph Fischetti,P.E. T-T , I— T` T`T-�y�-' i , T ""7•- T`: T , 1725 Hobart Road,Southold NY 11971 631 765 2954 EAST ELEVATION SCALE 1/4" = 1' ` SCALE AS NOTED i� • ��FESS�l1�' A5 NEN EX15TING RIGAS DESIGN/BUILD 32>00 OF -------- -- ---C ------------------------------------ :. Joseph Fischetti, F.E. ——————————————---——————————————— - PROFESSIONAL ENGINEER New Foundation Walls on all sides of New Addition, 8'High Walls I I I I 8/24/21 Existing New Unfinished Basement, Ck IIT Unfinished Match Height to Basement Existing Basement v NEW ADDITION C4 (2x)15/4"x 111/2"LVL with 1/2"steel(Flush Girder) 400 Greenway West r Orient NY 11957 Footings 5"x 16"with(2)#5 rebar, 3000 psi,damproofed with bituminous coating and Keyway(2x4) Basement walls 8"thick 8'high with(2) tai C�C #4 rebar one top and one middle Ck 4"thick cellar floor with wire mesh and perimeter expansion joints X PROJECT TEAM: L Door and Stairs for Egress as per T Designer/Builder if,72z- OF 32X20 2020 NY5 Residential code RIGAS CO go - 22260 main road,orient ny 11957 ————————————————————————————————–j I 6313238022 ---------------------------------- Engineer Joseph Fischefti, P.E. 1725 Hobart Road,Southold NY 11971 631 765 2954 FULL FOUNDATION PLAN 5CALE: 3/16" = 1' SCALE AS NOTED 05 S A6 NEN EXI5TING R I GAS 20' 32' DESIGN/BUILD 304100H 30410OH 30410DH 243ODH Joseph Fischetti, P.E. PROFESSIONAL ENGINEER —14'-10"- 4' Q \ I B ;1 B33 5836 DW24 B75 g (31)1514"x 11 "1/8"LVL 8/24/21 T- New Den Pantry ry = closet 0 0 m { J iv Belfroom r— Existing g >� I Kitchen X 111/8"TJI 560 FJ zobb m I Existing Dining m NEW ADDITION C m 400 Greenway West 3066 �� N Orient NY 11957 Pan 3 clo �+ --i Lo New Mudroom m Refrige aia 4' in ❑ Q Z' 3066 -o A Existing Living Room 1' -e e' 10'-10"—°' Relocated Laundry (from existing bsmt) a PROJECT TEAM: in 2066 2066 ----------- Tcloset Goset Designer/Builder 3020AW 3020AN . = RIGAS CO Ll P 22260 main road,orient ny 11957 n 631 323 6022 3066 W4100H 30410DH Engineer FULL 15T FLOOR PLAN Joseph Fischetti, P.E. 50ALE: 3/16° = 1 r Existing Porch 1725 Hobart631 765 2954d NY 11971 4x4 Post 4x4 =4x4 Post 4 ost UP SCALE AS NOTED • 0, 05 0 A7 'O�oF ss ' NEM EXI5TING R I GAS DESIGN/BUILD I_ 32• Joseph Fischetti, P.E. 30410DH 30410DH PROFESSIONAL ENGINEER 20, 20300H 2O30DH I � Existing 8/24/21 Existing � Bedroom 3 Bedroom 2 I 1 ° I 6-10" ——�-7722—//———— New Walk In Closet x R 0 O in in `g °o - New Bathroom 12' 1s NEW ADDITION 2666 2265 30'Door 3 1/2"x 5 1/2" 9 3 1n"x 5 1/2" 400 Greenway West Post toRldge m Post to Ridge Orient NY 11957 7-1 F77 I C as IF] (ac)13/4"x 14"LVL Ridge 04 V New Bedroom O 1- .D ughtf6twing Re4u6ed=12.1 sf `^ 8 x PROJECT TEAM: LlghtfGLext Prmided=29.Osf m o o New Walk In Closet r- n n o N VenbWm ulred=6.05 sf Vent➢edon —WI d=14.5 sf IL to 12, 2666 ExistingDesigner/Builder X Bathroo CNI JF Existing ;>D- RIGAS CO Existing I$ 22260 main road,orient ny 11957 304100H 3041ODH W4100H Bathroom __ Bedroom 1 I 631 323 8022 0 I o � " N _ Engineer W410DH W41ODH W4100H Joseph Fischetti, P.E. 1725 Hobart Road,Southold NY 11971 631 765 2954 FULL 2ND FLOOR PLAN SCALE: 3/16" = 1' SCALE AS NOTED ��• 05 ss� ' A8 Coll'52X20 CIF 32X20 RIGAS r DESIGN/BUILD New Foundation Walls Joseph Fischetti, F.E. PROFESSIONAL ENGINEER on all sides of New Addition, 8' High Walls I :`,` I # lad 8/24/21 New Unfinished Basement, LL Match Height to C) x Existing Basement C14 v NEW FOUNDATION PLAN 50ALE: 1/4" = 1' NEW ADDITION C141 :'.1. 400 Greenway West (2x) 13/4"x 91/2" LVL with 1/2"steel(Flush Girder) Orient NY 11957 Footings 8"x 16"with(2)#5 rebar, 3000 psi,damproofed with bituminous coating and Keyway(2x4) Basement walls 5"thick 15'high with(2) 9 PROJECT TEAM: LL #4 rebar one top and one middle U- 4"thick cellar floor with wire mesh and o I Designer/Builder perimeter expansion joints v P x C14 RIGAS CO 22260 main road,orient ny 11957 631 323 8022 CIF 32X20 GIP 32X20 Engineer 20' T- Joseph Fischetti, P.E. 1726 Hobart Road,Southold NY 11971 63176529S4 Idal! SCALE AS NOTED A9 20' _ RIGA S • DESIGN/BUILD 304100H 30410DH 304100H NEVI 15T FLOOR PLAN + • Joseph Fischetti, P.E. 5GALE: 1/4" - 1 14'-10" 4' PROFESSIONAL ENGINEER _o (3x) 1 3/4"x 11 7/8" LVL - � K•i2S>S�SY'x �`,:ti�;��%S?45?YYY2`z:%.?�.x14�c,?Skl,?`Cy Y'::�k�k?S?S2CK>Sc� x<.%�?'>.5,2���.K?S2S?`�5�!x:�'���25�,?S2S?`,Y'�'�'�1 8/24/21 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 OF#2 5TUD5 Q16"O.C. 2. EXTERIOR SHEATHING TO BE 3/4"THICK FIR COX PLYWOOD = _ New Den Pantry °j COVERED WITH BLUE5KIN VP100, FLASHING A5 NEEDED AND k j m Closet CLEAR/R&R WHITE CEDAR 5HINGLE5 m `r 3. INTERIOR WALL5 AND GEILIN65 SHALL BE COVERED IN 5/8"THICK NEW ADDITION PINE SHIPLAP. = I x 11 7/6"TJI 560 FJ 2068 4. INSULATION SHALL MEET OR EXCEED 2018 IEGG AND TO BE: - 400 Greenway West WALLS: R23 ROXUL m Orient NY 11957 FLOOR5/GEILING5: R30 ROXUL �y X 5. EXTERIOR OPENINC75 TO BE MAX U 0.30 cV 6. INSTALL ELECTRICAL&5MOKE/C0 A5 PER CODE 3068 2066 ' Pantry N >> Glos 4 N New Mudroom m r PROJECT TEAM: O. O o in 4' O Zc 3068 Designer/Builder 1'� c -b" 8' 10'-10"—� Relocated Laundry RIGAS CO (from existing bsmt) 22260 main road,orient ny 11957 631 323 8022 _ _ _ _ _ _ _� 2068 2068 r Closet Closet I N 3' I = Engineer m ra ---- -- -- ---- ----- – - Joseph Fischetti, P.E. 1725 Hobart Road,Southold NY 11971 3020A&4 3020AW 631 765 2954 SCALE AS NOTED A10 RIGAS 20' DESIGN/BUILD 20300H 2O300H 7New Joseph Fisehetti, P.E. PROFESSIONAL ENGINEER 10NEW2ND FLOOR PLAN 012- Walk In Closet 5GRLE: 1/4" = 1' 0 o in in New Bathroom 8/24/21 12' 2bb8 2268 (V 1. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS a@16"O.C. 31/2"x 5 1/2" U 31/2"x 51/2" mNEW ADDITION 2. EXTERIOR SHEATHING TO BE 3/4"THICK FIR COX PLYWOOD Post to Ridge M Post to Ridge n COVERED WITH BLUE5KIN VP100, FLASHING A5 NEEDED AND N CLEAR/R&R WHITE CEDAR SHINGLES 400 Greenway West ..v.�. ,•,rr✓,v ✓wv .,.-;-� rrr w v..r�n r v n . .vn�r v rw n'2268r �, Orient NY 11957 3. INTERIOR WALLS AND CEILINGS SHALL BE COVERED IN 5/8"THICK PINE 5HIPLAP&TILES IN BATHROOM. (2x) 13/4"x 14" LVL Ridge 4. INSULATION SHALL MEET OR EXCEED 2018 IEGG AND TO BE: v ROOF: R4q CLOSED CELL SPRAY FOAM New Bedroom O WALL5: R23 ROXUL CNI FLOORS/CEILINGS: R30 ROXUL Ught[Glazing Required=12.1 sf 5. EXTERIOR OPENINGS TO BE MAX U 0.30 Light/Glazing Provided=29.Osf m PROJECT TEAM: New Walk In Closet r 6. INSTALL ELECTRICAL&5MOKE/CO A5 PER CODE Ventilation quded=6.05 sf i # Ventilation rovied=14.5 sf to 12' Designer/Builder Qi RIGAS CO 22260 main road,orient ny 11957 631 323 8022 3041 ODH 304100H 304100H Engineer Joseph Fischetti, P.E. 1725 Hobart Road,Southold NY 11971 631 765 2954 SCALE AS NOTED Akf- 0 �FFss� A11 r r OO OOO 0 Zr ° ® ° O' Ar �r R I GAS f :LILi — DESIGN/BUILD Joseph Fischetti, P.E. �Io PROFESSIONAL ENGINEER va.e uGauw @ . e�smnwalmm Ic« p3p m amm"em ItHCIx o I o •I OO O � vvisa awaa svwt�c I urhwlu�s�nmaG .� , fiA0E 0.YMA0p Q 3 I P+>�wnmmve:>•naosa) I I I 8/24/21 3 4LLmournl�:vls•osn) � © � I � I� � mx Ic« O I OO moms � II I I wamwml. me®emrtlfxcm j TYPICAL WINDOW OPENING "Iovoaosaews alsna"oouwtro Ir« PANEL SPAN EQUAL OR SMALLER me�u+wr urcm THAN 4FEET NEW ADDITION B�SFD AWg0.W7M ]6•« _ ]n flIt401101T IFNG'I" TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET 2-a�ovs=snas oxasclm raexumv AND EQUAL OR SMALLER tocn"m r+misrw+]ffi slrFl °� ��� THAN 6FEET 400 Greenway West xn as�nrmrtlawi" 3 TYPICAL MULTIPLE OPENINGS """ s« Orient NY 11957 u e»rmrt]e�elx 11/2al/411PANEL SPAN GREATER THAN 6 FEET 1fIV/4 vu.as uw AND EQUAL OR SMALLER ea�nraoy wlm ,�." THAN 8 FEET m e®rgnt urcm W.0. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 11/4 311 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1A OF N.Y.S.RESIDENTIAL 211 CONSTRUCTION CODE).THIS 15 NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRISSURE UPGRADES WHERE APPLICABLE C.O. i ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.MUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 3 PROJECT TEAM: 11/4 11/4 Designer/Builder SINK RIGAS CO W.M. 13• 22260 main road,Orient ny 11957 TAI. 631 323 8022 11/2 1 V2 - I co. 3 Engineer Joseph Fischetti, P.E. 1725 Hobart Road,Southold NY 11971 631 765 2954 SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPnCSYSTEM TRAP HOUSE PLUMBING SCHEMATIC SCALE: NOT TO SCALE SCALE AS NOTED N°. 05tbi4 OBEs Al2 WIND LUAU PA I H U UNNEU 110N AND C; ONS I KUC; 110N DEI AIL UKAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT& GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS R I GAS ENOWALL RAFTER WALL STUD DESIGN/BUILD CRIPPLE SND BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST ' SIOEWALL Joseph Eischetti, P.E. RAFTER JACK STUDS PROFESSIONAL ENGINEER 100R USP NUMBER DESCRIPTION APPLICATION 1ST. pp55 HOLO GOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR FLOOR SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP RAPIER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. A055 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4•x12"2091.STRAP APPLY TO EACH JACK SND ROOF LSTA24 1-1/4'.24'2D9..STRAP PLY OVER RIDGE TO EACH 2x6-2xB L526 1Bg1.SLOPE HANGER PPLY ro EACH RAPIER/LEDGER MIST DIRECTION WITH DE JOISTS.UNDER WALL FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE E FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RM OR RV TDOWN ANCHOR APPLY TO EACH CRIPPLE SND 2X10 LS210 1891.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCKING @4.00 8/24/21 WALL STUD LOCASTEDEBY CONTRACTOR METAL STRAPLL—L'Lj \ CRICKET AT TOP-9DE OF VENTILATION CHANNEL. RIM BOARD HINNEY RAFTER AS REQUIRED SILL PLATES) WALL SHEATHING RAFTERS MAINTAIN VENTILATION HOOD JOIST SIOEWALL FLASHING FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2.4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL BE ATTACHEOW/DOOR OTO WALL ING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVOED WITH A FASCIA BETWEEN WALL FINISH AND NOT LES NET FREE 50VENTILATING HE AREA N E W AD D I T I O N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF ME AREA OF GUTTER INSTALL 4'0"O.C. �: THE SPACE VENTILATED. ALL OPENWGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 4"-B' LSTA24 1-1/4'x24'2091.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Y INCH IN DIMENSION. INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFlTED EAVE AND 50 AS TO MAINTAIN AlR 400 Greenway West 8'-14' LSTA30 1-1/4"x30'1891.STRAP AND JACK STUDS CAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4'-6'RAFTER RT10 0-3/4'x 1891.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14'-16" LSTA36 1-1/4'136'189..STRAP AND JACK STUDS 8'-12'RAFTER RT20 1-1/8'x 2091.LYOOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL ON ALL OPENINGS NEEP ROOFING NAILS OUT EACH RAFTER Orient NY 11957 FLO R WALL OF FLASHING 2N0. ROOFING LAPS BASE FLASHING 4 INCHES L':L—Lj--'Li I BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL T AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT HOOD JOIST TOP PLATE GIROER/HEADER SIDE WALL PUSHING WOOD JOIST PROJECT TEAM: 1ST.FLOOR WALL STAPPINC TO BE ATTACHED P WALL ANDS 048'OC AND ALL VANOOW/DOOR OPENING JACK STU05 METAL PUSHING AT ALL EAVES. EDGES S. WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPRON APPLICATION AND RAKES D (NAGEPROVIHEMMED EDGES 50 RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4.0"O.C. PREVENT CAPILLARY ACTION 4"-B• LSTA36 1-1/4"x36'189..STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPUCATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO R. SUPPORTED WITH ON ALL OPENINGS CONNECT PLAT RIDGE VERT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLARTS 1Y00WN ANCHOR OYER RIDGE TO MSTALL IV S O.C. RAPIER TO PLATE CONFORM TO%OPE AIR PASSAGE IF ABLE,SET FlR JOISTS SHRINKAGE 1/2'HIGHER MAN LVL HEADERS B'-16' MSTA48 1-1/4'148'1691.STRAP ANO JACK STUDS CONNECT OVER OF ROOF 10 ALLOW FDR SHRINKAGE h REDUCE BUMP OUTS Designer/Builder ON ALL OPENINGS PUTE/WALL SPTH4 SND PLATE ANCHOR PLATES TO EACH STUD DBLTER SILL PLATE RIGAS CO TERMITE SHIELD I �-SUSFLOCR SILL CASKET • W000 JOISTS NEOPRENE 22260 main road,orient ny 11957 GONG-SLAB 631 3238022 TYP.CONIC.FOUNOATION (A\ g MIL POLY r GASKET 2x6/218 CONTINUOUS MOD PLATE DAMPPROOF E%TERIOR Y GRANULAR FILL • I BOLTED TO STEEL BEAM WITH fiMIL POLY ON EXTERIOR V STEEL COLUMN \•� 1/2'DIA. BOLTS 0 48'..c.STAG. .A 4 I ,•<•, ROOF JACK CONC.SUBS �• JA I I\� STEEL BEAM ANCHOR BOLT EMBEDMENT: �• (A` COMPACT FILL Y•• V POURED CONCRETE:T �J 4"x 1/4'x B"STEEL •4• V 1 G r BLOCK WALL 15" ROOFING LAPS TOP AND BOTTOM PLATE Engineer KEYWAY FOOTING V 4 FLASHING AT WITH 1/2"x 6'ANCHOR BOLT L'n CONC.FTG. •p L•p .x L e' SIDES AND TOP } ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2"GROUT �• (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION /8"DIA.ANCHOR BOLT _ ; I I 3'STEEL COLUMN Joseph Fischetti, P.E. DRAIN TILE P ANCHOR BOLT CONNECTION _ _ I SUPPORTING MA%IMUM SPACING ROOFING AT BOTTOM (10 KIPS) 1725 Hobart Road,Southold NY 11971 SILL PUTS TO FOUNDATIONpATDI 1 STORY 72'OC (CRAWL SPACE OR UNDATON 631 7652954 SILL PULE TOR TYPICAL BEAM DETAIL TYPICAL CONIC.FOUNDATION.APPLY PILASTERS MIN.3'STEEL COLUMN ANCHORED TO 24'x24%12'CONC.FTG. (CRAWL SPACE OR UNpATON 2 STORIES 36'�-C STEEL/BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PUTS TO FOUNDATION 1-2 STORIES 57' AB-N- D ROOF JACKS&VENTS DETAIL �SUBFLOOR CONIC.SLAB i DOOR FRAME 6%6 10/10 WWM CAR COMPACT FILL RCE O JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 4'SLAB SLOPE P T PLATE /`'",• W/a%B MMI ' I ACE W, p 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR 5' • A- AT END AND "2.1� ' 4 TO BE AP OX 1/2"LOR HIGHER NEEDED) ES OF MOOD 4,G • STEEL BEAM TO ALLOW FOR SHRINKAGE GRAD 4�;�-_4Q 1__ -- -_ 4 a' pa BSS , •O•^ .• (PRONDE STRAPPING TO KEEP JOISTS ALIGNED) 4 v n ' 6X6 W.W.M. , �•- '•4 MIN. a 'D .e D 4n 4 4 n'4 4 A••4•ANOTCH BEAM FOR MUDSLL IF REQUIRED--MAXIMUM 8 4, •�'••4 �SUBFLOOR •Fro 4 REINFORCING BAR .O \• REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAN A Y•1,� . _ , MIST DRAIN RLE It �I4 • 4 C•n C•- 12' SHEET METAL/30j FELT UNDER BEAM AT POINT n' STEEL BEAM SCALE AS NOTED OF CONTACT WITH CONCRETE OR GONG.BLOCK • }• PLATE(BOLTED TO BEAM) PIC&CONIC.MONOUTHIC FOUNDATION.RBNMRCE WITH(2)/4 REINFORCING BARS THICKEN SUBS BENEATH BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)J4 REINFORCING BARS 3"MINIMUM BEARING SURFACE FOR MOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A13 .05 - ��FE3g10� GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 14/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING RIGA S When a collar tie is used in leu of a ridge strap,the number of IOd common nails required QTY. SPACING (SEE PL(NS) In each end of the collar Ne need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL•3.8d COMMON EACH BUILDING HEIGHT CONSTRUCTION NOTES: Top PLATE 10'WALL--4-8d COMMO RAFTER TOENAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The Information within this set of conshudion documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEIUNG JOIST 8'WALL 3-Bd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In TO TOP PLATE 10'WALL 48d COMMO JOIST TOE-NAIL DESIGN/BUILD for generally accepted good building practice and compliance anent nent New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LATLOAD(PSF)sums DESIGN DEAD LXMD IPSP)RIM,» ASL Mw DEF ON of srRIxTDRALMEM RBm.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs Overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS MO STORAGE)to EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH 1/180 sound and a weatherproof completed product. shall be connected with uplift conneetiom in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)SrEEL WAILS 14 (NO FINISHED CEWNG) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ArnCS AND INTERIOR RIGHT FRAME)WOOD WALLS to INTERIOR WALLS AND PARTITIONS HASO meets General federal nate,county and local codes,ordinances w and regulations,etc Wall studs above and studs below a Floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS 3D INTERIOR RIGHT FRAME)STEEL WALLS 5 FLOORS l/360 Joseph F iseh esti r P.E. These Codes urrentare to be considered as part of the Specifications for this building and accordance with table 3.3b.When wall studs above do not fall to line with studs below,the TO RAFTER WFCM-SBC END TOENAIFIR EESCA BALCONIES AND DECKS 40 MASONRY WALLS(8'THICHQ 80 CEILINGS(PIASTER STUCCO) Q240 studs shall be attached to a common member In the Floor assembly with lift connectors in BLOCKING EACH TOE GUARDSAN CP WALLS (6-THICK) 85 AM CEILINGS (GYPSUM) L240 PROFESSIONAL ENGINEER should be adhered to even if in variance with the plan. Y UP 2-8d COMMON GUARDS AND HANDRAIU 2m ALL OTHER STRUCTURAL MEMBERS In4D accordance with table 3.3. TO RAFTER END NAIL SIP WAILS to TO RAFTER 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GVARD IN-FlLLCOMPONENTS 5o VEHICLE GARAGES(83015)PER 20 SQ W 200o1M EXTER10R WAILS(PWTER STUCCO) /3 CCO) HW 4).WALL ASSEMBLY TO FOUNDATION: 2-I6d COMMON END NAIL PASSANGER VEHICLES So EXTERIO (DO NOT SCALE DRAWINGS). R WALLS(BRITTLE FINISHES) H/340 First wall studs shall be connected to the foundation.sill plate,or bottom plate with uplift NON-STEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FlNISHFS) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these pians,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for Safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NOTES ROOF(GROUND SNOW LOAD 20 precautions and programs in Connection with the work.There are no warranties for a bottom plate,3 Inds square washes shall be used with the anchor bolts.Anchor bolt SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 8/24/21 specific use expressed or implied In the use of these plans. sparing is to he spaced and sized In accordance to table 3Ta.In addition to sparing, 2-16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6.12 Indies from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 5),Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF -FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE j INTERSECTIONS 4-16d COMM01, EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6j.The General Contractor Is to ensure that masonry Or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24' FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7A6 inch wood structural panel on the exterior SND 2-16d COMMO O.C. NAIL S ' attadied with 8d common nails at 6'o.c.at the panel edges and 12'D.C.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 8314 NYS. 7).The Genera(Contractor is to consist with the Owner for all built-in items 12 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7'D.C.at pane( HEADER TO I6d COMMON 16°O.C. FACE SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. suds as bookcases,shelving,pantry,closets,trims,etc edges and 10°o.c In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAL TRUSS DESIGN A-STANDARD SICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULAT10Ns 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior sheanva(Itshall meet the requirements oftable 3.15a-b times the appropriate PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA NEW ADDITION length adjustment factors In table 3.16. FLOOR JOIST,BAND JOIST, 2-I6d COMMO FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END IOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIEUJ determine Intended heights of finished Floors above )cal de. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FI.00D g ) typical gra 7.INTERIOR SHEARWALLCONNECTIONS: LOAD HAZARDS Allowable sldewall lengths provided in table 3.14 shall be permitted to be Increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soft. interior shearwalls are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 400 Greenway West 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 NONE - 3).Provide 12"expansion Joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-Ed COMMON Orient NY 11957 Concrete or masonry walls ocwring In exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift Connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST 2•Sid COMMON IND NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be Installed with#5 re-bar.18'long at 125 o.c.Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted all slabs on grade to be 3000 P.O..Concrete to be 2-Ed COMMON 4'PERIMETER EDGE ZONE 8d COMMON 8 6"0. 8d COMMON®6.O.C. SEE NOTES:1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs )- SEE NOTES:1(BOTH FIELDS) Where a ridge Is ro be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Ed COMMON®6°O. Bd COMMON®12"O.C. .be.inimum 3-12 inch thick.All fill to be Compacted to 95%relative density withSILL OR TOP PLATE 3-I6d COMMO BLOCK NAIL NOTE:2 FOR PANEL FIELD 6'maximum lifts(layers). anchored on top of the beam or slope conins.Conors nections t attached to each rafterll be be GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON Q 4.0. 8d COMMON 0 4.O.C. SEE NOTES:1,3 along the open calling part it the building.Co nedtons ro the ridge and wall shall be be LEDGER STRIP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24'access opening.Install one attached with the above requirements. TO BEAM 3-I6d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft,of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous mating as required by mrrent DECK AND COVERED PORCH NOTES: TO BEAM 3-Bd COMMO JOISTPNAIL N.Y.S.Residential Construction Cade.A 6-mil polyethylene film shall be applied Over 1).Unless otherwise noted all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below de portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gatvinized or Stainless steel. TO jOISf 3-16d CO MMO JOIST NAIL gra po p 8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, PROJECT T EAM Glider; BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used 8j.Drainage as required by current N.Y.S.Residential Construction Code. Girders for deck john to ll bolted to each port with washers and nuts. SILL OR TOP PLATE 2-I6d COMMO FOOT SEE NOTE:1 Girdeders re concrete piers shall/2 anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 12"dia x 7'long anchor bolt with washers and nun. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c 1j.All framing techniques and methods as prescriptive design of aument SBC High Wind 3).Posts supporting girden shall be anchored to a 12"x128x12'tNdc Concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manua(. Use a minimum 12'dia x 8'long anchor bolt with washers and nun.Footings Shall be 3 ft. QTY• SPACING 3).Tabulated 4 inch o.c nail sparing asmmes sheathing to ratter/tms framing members with G>0.49.For below grade.Porches with covered roofs shall have 12'dia.Concrete pian for the girders. STRUCTURAL PANEL Bd As PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches me Designer/Builder 2).Unless otherwise noted.all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: )ouglas Fir. 4).Deck joists to have blocking at ED o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls•wilin and rafters to be aced at 16 inches D.C.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD gr spaced 5).A minimum Of 10 inch flashing shall be Installed between the building and ledger. NAIL NAIL RI GAS CO Nherwtse. Ledger to be fastened to building with 12'dia.bolts with washers and nuts JOIN DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS) g 8 4'EDGE ZONE Ed COMMON®6'O. Bd COMMON 0 12"O.C. NOTE 2 FOR PANEL FIELD 22260 main road,orient ny 11957 where needed. GYPSUM 7"O.C.EDGE Be Unless Mhheader noted,all)jacks wall headers ll l e(2)s x ds#2+BTR.Doug.Fir. WALLBOARD Sd COOLERS 10'O.0.FIELD INTERIOR ZONE 8d COMMON @ 6'O. 8d COMMON @ 12'O.C. SEE NOTE:3 631 3238022 Bearing wall headers to have(Z)jade studs and(2)full length studs on each side of all 6j.Concrete piers shall be a minimum 6'above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window silt plates for 2x4 wall 7),All Joico to be supported with hangers and anchors.Each Joist shall also be anchored IL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAL QTM SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. -and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner az a typical building. STRUCTURAL Ed COMMO AS PER TABLE 3.9 1).For wal 7/I6'OSB 6d COMMO 3'O.C.EDGE sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall Engineer 5j.All Flush beams/headers to be Installed with heavy duty galv)nized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 6).Double up Floor joists under walls that run parallel to the floor joist and under bathtu 1j.All water Supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6°O.C.FIELD 2).Tabulated 12 inch o.c nail sparing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load Capacity unless not Construction Code. GYPSUM T O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. Joseph F i$ehetti P.E. on plans. WALLBOARD 5d COOLERS lo°o.c.FIELD 1725 Hobart Road,Southold NY 11971 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails(hail be permitted to be substituted for common nails. 631 7652954 other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work NAIL NAIL provide ad ate brad and plates to rated and Secure the structure.Vest with the JOINT DESCRIPTION U.PR0MDE5/a•TYPE-x SHFFTROCK FIRESTOPPINGATIM MAXIMUM DISTANCES FOR NON ACCESSIBIEARFAS. 6).Dornan mooing up roof rafters are to be supported by double rafters on either side P SIR P P Verify V. SPACING ACCESSIBLE- state code and manufacture's recommendation for maximum hole size and sparing permitted. 3)).INFIAALLI- DETECTOR IN ADDITION TO SMOXEA-PER FL COATING FORCONTARWITH ACQ, where applicable unless otherwise noted. STRUCTURALPANELS 6.O.C.EDGE 6RE5F OPENMGS MIN.S.DSQGND.FU0R) HVAC SYSTEM NOTES 1"OR LESS ea co)4Mo 1r a c.FIELD 5.)SQ T.2ND.F DOR 9).Provide blocking/bridging in floor joists at B'0 o.c.Use solid blocking in floor joists MBa 4a•cot"AFF under all bearingwalls. NYS Reddmrlel Cade 0.3@.m-FlREBIOCIUNG PEQUIRED Ij.Mechanical subcontractor is responsible for adhearing to all applicable Codes and safety NOTES: Fwnloaae6 awr In Psamd.I m m Daae m�1ed area ovml"s(Eva,vetlml end Imn:onhe0 requirements. NOTE: end m Sam,an rRamre Poe IraMnleA.een rtodn.w h.meen.mP shry aid rIc raor,Pao•. 10).Provide insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOILTEST TO VERIFY FlreblodaydWlbe Psa.rdadNwaaFfmarc om,hadlmNMe bIIPwIAq Io®!Ip¢ heeded. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. h),I maanlea slNmorauawem Saw pamnom.Idammrwmh spam.e,ma-g-i naor equipmentsupplier, IeFels.cmenldrvSm,tal liked morn dalleW tc arebladrN et mrmvaa rahema9ng10 11).Unless othertvlse noted.all roofs and walls tohave a minimum W"thick,4-ply Flr reee Beau«bmNrm ormlMral Armen acts dwr I:cola•.f n a�eN«um In wens mnnmaee 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: a"mgpmaud,vwsoTshwmor ste�esea sheat CDX exterior sheathing grade plywood.Plywood to Cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wall sheathing Contractor and owner for final review and approval. is nailed 3•on-renter at the panel edge to obtain higher 1).NEWFULTO BE CLEAN OF ORGANIC MATERW-CONTRACTOR Z).AtaU Inmmnrcdlmk beSwzan mmnW ueNml ext Indmdel spam Cad,n Aran es loam. 12j.Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood wbfloor shearce capacities,nails utremenn for structural TOVERIFY ExurcIGSOILCONDI110NS MORTO FILL d-kRlaD and m..¢rano. adhered with PL4G0 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: p "hlrd, REMOVE ANDADD ADDTIIONAL FlLLAS NEEDED. 1 members shall be doubled,or alternate connectors, 3),I m�a�sa sI>e�r belw<ah smo-shdr�Rm er nK haP and�+n^wma rvn FMauf vpem Over subFlaor as per manufacture's instructions. rich as shear plates,shall be used to maintain load path. 2).COMPA ON OF NEW nu sFHAtt BEATIssr 953s PRocroR wwasreus span mmplywRn cored N.Ys.ResNe4w code. 1).All electrical to be Installed as per N.Y.S.Residential Construction Code. DENSTrc(PERASTM D a9B AND ASTM D ISM.COMPACTTHE 13).All bathroom walls to have 12'thick moisture-resistant sheetrock.Game walls and SORATtz•LIFTS r[MOU).CONTRACTOR To HAVE Hu 4).uaParureramraw vmn p+I><s emAvco momr¢ew ram lever.iso minme IhN Pawge of H TESTED BY A MFFFSSONALAGENCY MR COMPACTION. BnmeeM pmduds oraaMudlat ceilings and over furnace ro have 5/8"thick type-x sheetrock.All other parts of building 2)-All electrical work shall be approved by a qualified Underwriter. 2)-When welt sheathing Is number aver connected to haverelar 12"sheemock.All walls to be to and finished. mberedce lot-led number of nails shall be permitted 3).DONDENGSUFILLUPLISCOTFL000.OK1tCONFTIWCTION. SJ.For tle nreNorYSagoldtlmmryrud artplem.u,egWred by amenr N.YS.RetldenhW Code. SCALE AS NOTED � � 3).All electrical work to comply with 2014 NEC. to be reduced tot-I6d nail per foot. wcurolNG SUeFhm0.m mMPLLTE 14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8314 torch down type material Over, and R315 of IRC. 16).All sill plates and wood to contact with Concrete to be pressure treated.Sill plates to IXTQUO0.FIBERGIAif[OWMNSTO BE HB6G RE be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. DRAPe2ovm EQuu.INsrnuwms cAP AND BASEL USE WITH FIASFi1NG CAPS TO CavmroP ' yO.0544�0 A14