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HomeMy WebLinkAbout50235-Z �O�Q$�FFOt o Town of Southold 8/31/2024 a y� P.O.Box 1179 o • .� 53095 Main Rd ti,1'4j0 �o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45509 Date: 8/31/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2910 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-8-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/15/2023 pursuant to which Building Permit No. 50235 dated 1/19/2024 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: addition and alterations, including in kind replacement of second story deck,to existing single family dwelling as applied for. The certificate is issued to Shanahan,Michael&Georgene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50235 8/19/2024 PLUMBERS CERTIFICATION DATED 8/14/2024 nMjtquck,Rkmbing Auth iz S'gn tore ospfFQc coG TOWN OF SOUTHOLD y BUILDING DEPARTMENT y' x TOWN CLERK'S OFFICE SOUTHOLD, NY °9 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#: 50235 Date: 1/19/2024 Permission is hereby granted to: Shanahan, Michael PO BOX 857 Mattituck, NY 11952 To: Construct alterations and additions to an existing single-family dwelling to include interior alterations, 22 windows in-kind, siding and demolish and replace existing deck in-kind as applied for. At premises located at: 2910 Park Ave, Mattituck SCTM #473889 Sec/Block/Lot# 121-8-15 Pursuant to application dated 12/16/2023 and approved by the Building Inspector. To expire on 7/20/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $322.00 CO-ALTERATION TO DWELLING $100.00 Total: $422.00 Building Inspector OF SO(/T�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlinCcD-town.southold.ny.us Southold,NY 1 1 97 1-0959 Q couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Shanahan Address: 2910 Park Ave city:Mattituck st: NY zip: 11952 Building Permit#: 50235 Section: 123 Block: $ Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 36 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot-Water GFCI Recpt Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt 50A• Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 2' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 21 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Dehumidifier, (5)115ARC Fault Breakers (6)120ARC/GFI Combo Breakers Notes: Kitchen Renovation, Smokes & Devices All Over Inspector Signature: Date: August 19, 2024 S. Devlin-Cert Electrical Compliance Form T. '. Town Hall Annex ► Telephone(631)765-1802 54375 Main Road .. P. O. Box 1179 ze Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: krqu5� I L4 , 107 L( Building Permit No. S© Z ,3 S Owner:/41 1 r1C 2 (Please print) Plumber: Mav�nlwx, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of %lead. (Plumbers Signature) Sworn to before me this of ) 20 Z CHE 33-EA L. CHALONE Notary Public, State.of New York Registration#01CH6287106 Qualified In Suffolk Count I-Commission Expires Aug. 5,20�,� Notary Public, u County 1 OFSO(/lyO� <J0093 5 o l Pam'k .� # # TOWN OF SOUTHOLD BUILDING DEPT. .- co 631-765-1802 INSPECTION . ' [ ] FOUNDATION 1ST/ REBAR [ ] 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: a d o"s l+era t to CIS r7�-v DATE ( a" 1 INSPECTOR �o�a0f SOGTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 S vy INSPEC ION [ OUNDATION 1ST [ ROUGH PLBG. [ 7] F UNDATION 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: bjgek11 ' -6giv-4 S ©v AaAIn, f_ W� — 0 1 DATE I INSPECTOR SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`��a��►,�i� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATIOWCAULKING [ ] 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: C VIZ T•� DATE - - INSPECTO OF SOUIy�{o -- TOWN OF SOUTHOLD,BUIL-DING DEPT. °ycoum 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: 1 L6,inn J— DATE INSPECTOR v Nw, R ♦ h 12 r r r A l 1 .h 4 , S �w a Y/ -r��w s• •"•• �,.r,a.,r•F Y •• i Alm, cnl cv) y' _ C] M.►.r..ay,f ' wrT i • �y+�.�r W'r,�����1�� '~ill h '.� I•T � iyp�` r 1 i • T1 4 � ti.A _ � fit` l. +• 'a ,'t . � • s .�' i.. �• air �+• -� � . • l` V� _ .4 ". +! .fir •„ .. •j ..c7 f a i ;,n•� w� .' , w _O• •• - "��••• � rah..4""s5, _.. 1 '� Jaw— in ffYY[[ / IR cj M _ M at') M d 4 r•` .t �~-~~f. '!.'•fit �. 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Box 1179 Southold;NY 11971-0959_ Tel h p one.(631) 765-1802 Fax(63:1) 765-9502 https:%/wwwaoutholdtownny.gov. l� 1 Date Received APPLICATION.FOR BUILDING PERMIT. ` :For Office:Use Only [7 PERMIT NO. - '� Building Inspector; A DEC 1 5 2023 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. fi ""{<� '•; ;ti��, t h .,.,ir° Date:12/1'2/23 OWNER(S)OF PROPERTY: Name:Michael:Shanahan SCTM#1000-123:00-08.00-015.000 Project,Address:2910 Park Ave:Mattituck; NY 11952 Phone#:631-804-8019 Email:mshanahan702C6gma11.com. Mailing Address:2g10 Park Ave Mattituck, NY 11952 CONTACT PERSON: Name:Ralph Michele Mailing Address:.255 W Main St-Smithtown.NY 1.1.787 Phone#:5.16-818=..5368. .Email:ralph_@r@rjmdesignsny.com. DESIGN PROFESSIONAL INFORMATION: Name:Michael Angelon.e . Mailing_Address:4 Pond Place Pl Oyster Bay, NY 11771 Phone#:516-922-2024 Email:angel:l ss@verimmnet CONTRACTOR INFORMATION: Name:Ed Gatto. Mailing Address:275 Bayer_Rd Mattituck,.NY11.952 PhoneM 631-834-9180 Email:edward.gatto22@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure Addition DAlteration .®Repair ODemolition Estimated Cost of Project:. ❑0ther $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? DYes :BNo 1 •PROPERTY;INFORMATION-, ' Existing use of-property:reddential intended use of property:residential: Zone or use district"in which premises is•situated: I Are there any covenants and restrictions with respect to this property?' ,0Yes BNo IF YES, PROVIDE A COPY. B'Ciliecli:Box:After:Reatling:'.The owner/contkactor/design professioriaf is responsible;for;all drasnage and'storm virater'issues as provided"by ehapter,236 of the TOWn.COde..,APPLICATION.IS HEREBY MADE to.the.Building'Dep'artmerit f,r,the issuance of a:Building Permit pursuanttb':the Building Zone ordinatice-of.tfie Town of Southold,Suffolk';County,New Yorkand other applicable Laws,Ordinances or Reeuiations;.for,the construction of,buildings;. additions,alterations or for.removal or demolition as herein described.Th:applicant agrees to comply"with all applicable laws,ordinances,building'code, [.housing code and reguiations'and' "dmif authorised inspectors on premtses:and in,building(s)for necessary inspections."Falsestatements made;herein are` punishable as a Class'A misdemeanor pursuant to Section 210:45',of,tfie;New York State Penal Law: .h Michele Application Submitted By(print name : p BAuthorized Agent Oowner Signature.of Applicant: Date:: CAROLYN ALLEN STATE OF NEW YORK), Notary Public-State of New York SS: No.01 AL6122330 Qualified in Suffolk County COUNTY My Commission€x13ir6-19 APril 09,?,o2a Gt being duly sworn; deposes and says that(s)he:isthe applicant (Name of individual.signing contract);above.named; (S)he,is the agent (Contractors 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"b.elief;and that the.work.will.be,performed in the manner-set forth:in the application file•therewith:. Sworn before me.this — day of . c 1 0 4PW�-� ,20.E Notary Public PROPERTY OWNER-AUTWORIZATION (Where.the applicant"is not the owner)" I, Michael :Shanahan. residing.at: H-r3aye"`. do hereby authorize Ralph MlChele to.apply on my'behalf to the Town of Southold Building Department for•approval.as described:herein.. Owner's Signature " Date ,Print Owner's!Name 2 O RE IVCinc. 7 I� LIGHTING +ELECTRICAL SUPPLY ? ( " www.RevcoE[ectric.com — CAI fir �flS` tff' ftl* -11"4+11 1 erg' �� � �.� cl✓r �� �� N L T ObkTQ(,4s HINKLEY 1yFfOL i ( ! ILD G DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD MAR 2 8 Tgwn Hall Annex- 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 Tlephone (631) 765-1802 - FAX (631) 765-9502 dA 40-southoldtownnv.aov - seandasoutholdtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name. Electrician's Name: License No.: Elec. email: act,coo? Elec. Phone No;02 request an email copy of Certificate of Compliance Elec. Address.: GL& 19 1, JOB SITE INFORMATION, (All Information Required) d Name; 6 N�f�f X/ Address: a�7/!0 Cross Street: Phone No.: Bldg.Permit#: ,jQa j� 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?: B_YES❑ NO Rough In Final Do you need a Temp Certificate?: F 1YESXN Issued On Temp Information: (All inform tion required) Service 'i' 1 Ph 3 Ph Size. # Meters O Meter# ❑New Service0 Fire nectOFlood Recon ct OService Recorinect ndetgmund DOverhead # Underground Laterals 1 2 H Fra171Pole Work done on ice rly N Additional lnformati : PAYMENT DUE WITH APPLICATION PARK AVENUE I.40„r• ' C. O' moo: Sao. . . f,,� •� I ( � ONE .STORY J FRAME MAP OF \ - HousE. �, " PE-S.- PROPERTY ? S/TUATED: AT . II CONC. T T� 'U : : m ENQL. Wau o TOWN'OF:SOUTNOLD _ SOFFOG:K'CO' .N K' 14 i:. II,.IlI;zLl. 1, . IIpI �. �. . . IN N Zt" FJ' Pr✓E' 1l.2'W' 52.00' PIP N%FL"Y "'HANLON CERTIFIED."TLC: --- - - RrGAGE CCRR.. CONG:-/BLAND MO j CH/CAGO. TITLE-INSURANC4717-0 FOR: MICHAEL SHANAHAN -":°F' : .ea :and ;V. : � �� surveying- & main: street . 441t'A"G0 "TI 'T U1 - if -- rlverhead, new". york I1901�. ,( 4A55 : (5.16 369-1:717 15 April 2-1, 1986 . Job ,Ns.86-1236 AkEA:".F,B43 .80 FT."" it 1571 .4crefs; 1000-123-08..5 Sca1eA 20' NYSI New York State:Inguiance,Fyntl" PO Box.66699,Albany;'NY12206 j.nysif.coln CERTIFICATE OF WORKERS' COMPENSATION INSURANCE.(RENEWED) n;n,'n,n n n• 352892&' EDWARD OATTO INC: 27.5 BAYER ROAD MATTITUCK NY'11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE'HOLDER, EDWARD GATTO;INC•: . THE.TOWNiOF SO_UTHOL_D 275 BAYER.ROAD... 53095 MAIN'RD• MATTITUCK NY 11952 SOUTHOLD. NY 11.971: POLICY NUMBER CERTIFICATE NUMBER, -POL`ICY PERIOD DATE 11088153-0. 52749 08/06/2023 TO. 08/06/2024 121 212023. THIS IS.TO CERTIFY THAT THE'P,OLICYHOLDER:NAMED.ABOVE.IS .INSURED WITH THE.NEW YORKSTATEINSURANCE FUND ;UNDER POLICY �:NO. 1.088153=0,• COVERING THE' ENTIRE OBLIGATION .OF THIS POLICYHOLDER.',FOR. .WORKERS' COMPENSATION -UNDER THE NEW YORK 'WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE'OF,NEW YORK, EXCEPT AS .INDICATED' BELOW, .AND;.WITH .RESPECT TO OPERATIONS OUTSIDE OF-NEW PORK; TO:THE POLICYHOLDER'S. REGULAR. NEW_YORK"STATE;EMPLOYEES ;ONLY., IF'YOU•WISH•TO:RECEIVE.NOTIFICATIONS.REGARDING SAID,POLICY,INCLUDING'ANY:NOTIFICATIQN OF;CANGELLATIONS;. OR,TO,'VALIDATE THIS CERTIFICATE,VISIT:OUR-WESSITE AT HTTPS:I/WWW.NYSIF: OWCERT/CERTVAL.ASP,THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN'THE-EVENT OF 'FAILURE;TQ°GIVE.SUCH NOTIFICATIONS. THIS.POLICY.DOES NOT COVER-CLAIMS.OR SUITS THAT ARISE:FROM BODILY'INJURY�SUFFERED BY THE.OFFICERS_OF THE -INSURED CORPORATION! EDWARD GATT.O,PkESIDENT;OF EDWARD GATTO'INC ,(A ONE PERSON;CORP) THIS, CERTIFICATE.IS ISSUED AS A MATTER-:OF' INFORMATION ONLYAND CONFERS ;NO RIGHTS; NOR INSURANCE COVERAGE .UPON. THE CERTIFICATE HOLDER: -THIS CERTIFICATE '.DOES': NOT AMEND; -:EXTEND`OR ALTER THE`COVERAGE AFFORDED. BY THE POLICY. NEW I(QRK.$TAT SU NC - FUND vw :DIRECTOR,INSURANCE:FUND UNDERWRITING VALIDATION NUMBER:;578127711 ` AC OR& DATE'(MMIDDIYYYY) CERTIFICATE:OF°L''IABILITY]NSURANCE 1y,y2o23 CERTIFICATE It,IS ISSUED AS�A'MATTER•OF INFORMATION°ONLY AND'.CONFERS'•NO'RIGHTS'.UPON.THE'CERTIFICATE MOLDER:'T•HIS CERTIFICATE DOES NOT.AFFIRMATIVELY OR;NEGATIVELY AMEND EXTEND:011 ALTERii THE-COVERAGE•AFFORDED"`.BY'THE POLICIES: BELOW. THIS.,CERTIFICATEi,OF:INSURANCE DOES:NOT iCONSTI'UI A,CONTRACT BETWEEN"THE:ISSUING INSURER(S),.AUTHORED, REPRESENTATIVE-OR PRODUCER,AND•THE CEkTIFICATE,HOLDER. IMPORTANT:' If the certificate holder le an.A,DDITIONAL,1NSURED,the policy(les),must,have ADDITIONAL INSURED provisions or-he endorsed., If SUBROGATION IS'WAIVED,subject to the.terms and"condltions:of the,policy,.Certain policies may,require an endorsement.-Astatement on 'this:cerUBeate doom not confar-rl htsto.ths:eortlflcato holder In"llou,of such®ndomement e PRODUCER ' Katie Jackson_ B11anUcena PHONe. 631=821-2200. F 631=821-2296 100`0,19 rAve AD Res: Katie.Jackson@Amadcan-Nationel.i;om. Unit33 INSURE S AFFORDINOCOVERAGE NAICS' East Setauket NY 11730 INsuRexA: United FS[FrkFamlly Insurance Company 29963 INSURED- 'INSUREND: Edward Gattb Inc INSURER C: .275 Bayer RCad•. INSURER D 'INSURER E Matutuck. NY' 11952 'RJSURERF: COVERAGES' _ CERTIFICATE NUMBER: REVISION'NUMBER: THIS-IS TO CERTIFY THAT THE POLICIES'OF INSURANCE LISTED BELOW.HAVE BEEN ISSUED TO'THE INSURED:NAMED ABOVE FOR:THE POLICY PERIOD 'INDICATED..NOTWITHSTANDING'ANY REQUIREMENT,TERM OR;CONDITION OF ANY CONTRACT OR OTHER'DOCUMENT'VATH RESPECT TO;WHICH'THIS.` CERTIFICATE MAY,BE ISSUED OR,MAY PERTAIN,THE INSURANCE,AFFORDED BY-THE:POLICIES:DESCRIBED,.HEREIN IS:SUBJECT TO ALL THE,TERMS,, EXCLUSIONS"AND'CONDITIONS OF'SUCH POLICIES.LIMITSiSHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS. INSIt TYPE OF INSURANCEowu OWN POLICY NUMBER LIMR'S' A X 'COMMERCIAL GENERALLIASILITY 3102X4379 OVOT2022 02/O7/2024. EACH OOCURRENCE " 'a 1;000,000 CLAIMS-MADE.�OCCUR, o $ '100 000, '.MEO EXP one n $ 5,000: PERSONAL&ADVINJURY. S 1,000,000 ;GEN'L AGGREGATE LIppMIIT.APPLIES,PER "GENERAL'AOOREOATE $: 2,000;000 �.P.O LIOY❑JECT .�LOG PRODUOTB=COMPIOPAeG: S 2 000'000 $ AUTOMOa1LELIABILITY fp!WWOIN�DS LI S ANYAUTO BODILY INJURY(PKpamn)�' III OWNED ;SOHEDULED BODILY.INJURY'(PgrecddenU $.AVT08,ONLY AUTOS HIRED. NON-OWNEDt PER $ AUTOa ONLY AUTOS.ONL•Y UMaRELLALIAe OCCUR' - EACH OCCURRENCE ;EXCESS LIAB CLAIMS-MADE AGOREOATE r6 DED I RETENTION S WORKER$,COMPENSATION 'P 0 . AND EMPLOYERV.,13ABILITY YIN'. ' E L" ANYPROPRIETORIPARTNEIM(ECUTNE E. EACHACCIDENT S OFFICERIMEMBEREXCLUDED7 ❑ NIA (Mandatory In NMI 'EJ_DISEASE-EA EMPLOYE $ IP deavme under RI I OF OPERATIONS belowE.L DISEASE-POLICY LIMIT 'S DESCRIMON CROPERATIONS7 LOCATIONS'I VEHICLES(ACORD 101,Additional(Ramada 80hedulo,mPy 6 aMaohod Bmora apaao Is requlrod)! :Residential Carpentry: CERTIFICATE HOLDER . CANCELLATION TOWt1 Of SOUthOId SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE.CANCELLED BEFORE 60963 Malw5tre.ert 'THE, EXPIRATION- 'DATE THEREOF,.NOTICE WILL 'BE ,DELIVERED AN, Southold,Now York `�1 971 ACCORDANCE VYITHTHE POLICYPROVISIONS. 'A1JTH6RIZEDREPRESE1fTATIVE " '®1888.20.15`ACORD CORPORATION.;All rights,reserved:_ aA TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN APPROVED AS NOTED FLOOD R301.7 Deflection R301.5 Live Load p . ��B p 50 a,3 5 SHANAHAN GROUND DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL e HAZARDSg The allowable deflection of an structural member under the live load listed in Sections R301.5 and The minimum uniform) distributed live load shall be as provided in Table R301.5. '`dN n SNOW Speedd Topographic Special wind Windbome debris CATEGORYf Weatheringa TEMPe REQUIREDh INDEXi TEMP] y y depthb Tern itec R301.6 or wind loads determined by Section R301.2.1 shall not exceed the values in Table R301.7. TABLE R301.5 Ov BY' RESIDENCE E LOADo (mph) effectsk region) zonem MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) Insert Wn"BUILDING DEPARTMENT•AT INTERIOR 1 mile from the STRUCTURAL MEMBER ALLOWABLE DEFLECTION 631-765-1802 8AM TO 4PM FOR THE 20 130 NO NO B SEVERE 36" HEAVY 15° YES flood zone 452 52.7° coast or N/A RAFTERS HAVING SLOPES GREATER FOLLOWING IN9PMTIONS: MANUAL J DESIGN CRITERIA THAN 3/12 WITH NO FINISHED CEILING U180 USE LIVE LOAD FOUNDATION-IWO REOUIRM ALTERATIONS, Indoor Heating ATTACHED TO RAFTERS UNINHABITABLE ATTICS FOR POURED CONCRETE Elevation Latitude Winter Summer cooling Altitude design Design temperature cooling temperature WITHOUT STORAGE 10 psf SOUGH-FRAMING 8 PLUM13ING WINDOWS & SIDING heating correction factor INTERIOR WALLS AND PARTITIONS H/180 temp. difference UNINHABITABLE ATTICS WITH ��� FLOORS U360 LIMITED STORAGE 20 psf FiNm-SON MUST TM 2910 Park Ave 98 ft. 40° 15° 85° 1 70 75° 55° CF.COMPLETE FOR C"O. Mattitu ck, NY 11952 Cooling temperature Wind velocity Summer CEILINGS WITH BRITTLE FINISHES U360 HABI-ABLE ATTICS AND ATTICS Wind velocity heating Coincident wet bulb Daily range Winter humidity 30 psf difference cooling Humidity (INCLUDING PLASTER AND STUCCO) SERVED WITH FIXED STAIRS GONSn3t1C110N .MEET 15° 15 MPH 7.5 MPH 72° Medium 45-55% 32 GR@50%RH REOL11REMENTS OF THE CODES OF NEW S.C.T.M CEILINGS WITH FLEXIBLE FINISHES U240 ENT.BALCONIES AND DECKS 40 psf PORK STATE. NOT RESPONSIBLE FOR For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. (INCLUDING GYPSUM BOARD) Cfl 1000-123.00-08.00-015.000 c� (PSt£aN CONIST11=10N ERRORS a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govem. FIRE ESCAPES 40 psf The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined from ALL OTHER STRUCTURAL MEMBERS U240 00 ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. GUARDRAILS AND D �0- ENGINEER: b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth column EXTERIOR WALLS-WIND LOADS WITH 200 psf 00� ,r. rr MICHAEL ANGELONE PE LLC ' ' CO V1Y' `' All-CO025(X with the minimum depth of footing below finish grade. PLASTER OR STUCCO FINISH H/360 HANCRAILS � � GUARDRAILS INFILL NEB'. YOT s%STATE is TOWN CODES c.The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. 50 psf �+ . t- /. �+ ft d.The jurisdiction shall fill in this part of the table with the w nd speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance ' EXTERIOR WALLS-WIND LOADS WITH COMPONENTS Ar>REQ 1,9*.D tuN0 COND�'!ONS® MICHAEL ANGELONE with Section R301.2A.4. OTHER BRITTLE FINISHES H/240 PASENGER VEHICLE 50 psf wrr�rinf J t.� *z+v i 4 POND PLACE e.The outdoor design dry-bulb temperature shall be selected from the columns of 97112-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D GARAGES �•'�r a*+ '�+ �+t �"� temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] EXTERIOR WALLS-WIND LOADS WITH ,,,, OYSTER BAY, N.Y. 11771 f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. H/120 ROOMS OTHER THAN �.. "�j ! FLEXIBLE FINISHES SLEEPING ROOMS 40 psf �1�e3�� �' �°% g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood e • TEL.:516.922.2024 FAX: 516.453.6002 hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the �0 community,as amended or revised with: LINTELS SUPPORTING MASONRY VENEER U600 sscso I - SLEEPING ROOMS 30 psf �� i.The accompanying Flood Insurance Rate Map(FIRM), WALLS Q�� CONSULTANT: ii.Flood Boundary and Floodway Map(FBFM),and 0 a iii.Related supporting data along with any revisions thereto. STAIRS 40 psf 0.- , The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. NOTE:L=SPAN LENGTH H=SPAN HEIGHT h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall ROOF LOADING(LIVE_ a. For the purpose of the determining deflection limits herein,the wind load shall be permitted to be taken as 0.7 times the component 20 psf i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center GROUND SNOW LOAD) The jurisdiction shall fill in this art of the table with the mean annual temperature from the National Climatic Data Center data table"Air FreezingIndex-USA Method Base 32°F and cladding(ASO)loads obtained from Table R301.2(2). I p p ( " d k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the b. For cantilever members,L shall be taken as twice the length of the cantilever. ELECTRICAL RJ M DRAFTING I.In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements. C. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. glass or sandwich panels,the total load deflection shall not exceed U60.For continuous aluminum structural members supporting IP15pECT10N REQUIRED AND-DESIGNS r' j n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. edge of glass,the total load deflection shall not exceed U175 for each glass lite or U60 for the entire length of the member, 1 ,' o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their whichever is more stringent.For sandwich panels used in roofs or walls of sunroom additions or patio covers,the total load deflection shall not exceed U120. f' d. Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of H1180. e. Refer to Section R703.8.2. 7 0 L D L A N D E R S C T GENERAL CONDITIONS SMITHTOWN, NY 11787 ralph@rjmdesignsny.com 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE (516) 818-5368 FAX (866) 789-7930 FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SCOPE O� WORK: s -2020 RESIDENTIAL CODE OF NEW YORK STATE .&In. Contractor must verify all measurements and -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE REPLACE KITCHEN I N -2020 MECHANICAL CODE OF NEW YORK STATE - conditions prior to beginning any work. -2020 FUEL AND GAS CODE OF NEW YORK STATE -2020 PLUMBING CODE OF NEW YORK STATE KIND Report all discrepancies to the Engineer In WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. d writing. Plans subject to approval by all 2. THE GENERAL CONTRACTOR IS CONFLICT OR DEFICIENCY FOR COORDINATION OF WORK WITH NEW WINDOWS governmental agencies having jurisdiction. ALL TRADES SO THAT NO CONFLICT OR DEI=ICIENCY RESULTS IN THE COMPLETED WORK. �O g g g J 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION Nt The Engineer has not been retained for any (EXISTING AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. HEADERS) field supervision or inspection. His 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FDR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. NEW SIDING = responsibility is limited to the accuracy of the ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE-WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT,AND BEFORE FINAL PAYMENT SHALL 20.2' r, plan. The Engineer is further not responsible BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF REMOVE AND REPLACE COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. 7'0' for any damage arising out of the contractor's 5. ALL DIMENSIONS INDICATED THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT REVISION AS PER ACTUAL SECOND FLOOR DECK failure to execute the work exactly as shown FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE on the approved drawing(s). CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. O 7.0' 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES O WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. �... ONE STORY 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO co M FRAME THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTOR'S EXPENSE. HOUSE "` 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SCE AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF - ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR N OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS TESTING,REPAIR AND ALL MISCELLANEOUS ITEMS. 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. ASPHALT 0 ' DRIVE '1 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SJFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR203 �f} 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 80 O 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND CONC. ti SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ` WALK 20.0 SEAL: 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. J DO NOT SCALE DRAWINGS 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, LL ALL RIGHTS RESERVED AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION %-ftft All drawings, specifications, and copies AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. ' p thereof furnished by the Architect and his 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE:CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR"E"TYPE - Consultants are and shall remain their GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. properly. They are not to be used On this or 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK any other project unless written permission is AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. O m given by the Engineer and his Consultants. 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR o L) 9 ©COPYRIGHT 2023 SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME N D ALL RESPONSIBILITY AND LIABILITY ARISIN13 THEREFROM. J 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 10.0' 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTTRUCTION. _ 3 12-16-23 Town Submission HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED 2 12-12-23 Existing Conditions 1 11-28-23 Site Meeting No. Date Remark o w REVISIONS 0 0 ti o c�E ti Title: PROPOSED r O z Cn SITE PLAN S78033'00"W 52.00' Drawn by: RM Checked by: MAA IFLY HA NLON Date: 11 25/20 Scale: As Note Job No.: 20002 Drawing No. I® PROP05ED 51TE PLAN 5GALE: I" = 10'-0" GENERAL SPECIFICATIONS FASTENING SCHEDULE BASED ON TABLE 602.3.(1) 2020 NYS RESIDENTIAL CODE SHANAHAN TABLE R402.2 CONCRETE WORK(R402-R407) RESIDENCE NAILING SCHEDULE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE a,b,c 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION WIND-BORNE DEBRIS REGION MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c)a EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: INTERIOR ROOF FRAMING This project is not located in a wind borne debris region. WEATHERING POTENTIALb ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", LATEST VERSION TYPE OF LOCATION OF CONCRETE CONSTRUCTION ACI 302"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION", LATESTVERSION ALTERATIONS' 1 Blocking Between ceiling joists or rafter to top plate 4-8d BOX(2/ )or 3-8d common Toe nail NEGLIGIBLE MODERATE SEVERE 2 Ceiling Joist to top plate 4-8d BOX(2%")or 3-8d common Per joist,toe nail BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT 2,500 2,500 2,500 c ACI 311"RECOMMENDED PRACTICE FOR CONCRETE INSPECTION", LATEST VERSION EXPOSED TO THE WEATHER ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST VERSION WINDOWS & SIDING (see Sections R802.5.2&Table R80;!.5.2 3 Ceiling joist not attached to parallel rafter,laps over partition 4-1 Od BOX(3")or 3-16d common Face nail BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT ACI 347"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", LATEST VERSION TABLE 1:MINIMUM INSULATION THICKNESS GARAGE FLOOR SLABS 2,500 2,500 2,500 c CONCRETE REINFORCING STEEL INSTITUTE"MANUAL OF STANDARD PRACTICE", LATEST VERSION 2910 Park Ave 4 Ceiling joist attached to parallel rafter(heel joint) Face nail FOR CIRCULATING HOT WATER PIPES(IEC R403.4) Table R802.5.2 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS d ACI 305,306'MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER", LATEST VERSION Mattituck, NY 11952 (see Sections R802.5.2&Table R802.5.2 TABLE LS AND d TABLE 1: MINIMUM INSULATION THICKNESS FOR OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3000 5 Collar tie to rafter,face nail or 1%":(20 ga.ridge strap to rafter 4-1 Od BOX(3")or 3-1 Od common Face nail each rafter CIRCULATING HOT WATER PIPES(IEC R403.4) 2. BASEMENT,FOUNDATION,EXTERIOR WALLS ,OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE STRENGTH OF 3000 PSI @ 28 DAYS.PORCHES,CARPORTS&GARAGE CONCRETE SLABS SHALL HAVE 2,500 3,000 d,e,f 3,500 d,e,f A COMPRESSIVE STRENGTH OF 3500 PSI @ 28 DAYS.CONCRETE SHALL BE AIR ENTRAINED. S.C.T.M 2 toe nails on one side and 1 toe nail on WEATHER,AND GARAGE FLOOR SLABS. TOTAL AIR CONTENT(%BY VOL.OF CONC.)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. 6 Rafter or roof truss to plate 3-16d BOX(3112 )or 3-10d common opposite side of each rafter of truss FLUID TEMP.RANGE MINIMUM READ.INSUL. Forst:+pound per square inch=6.895 kPa. MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE 1000-123.00-08.00-015.000APPLICABLE STANDARDS LISTED IN ACI 318 OF ASTM C 1157.(R402.2) a.Strength at 28 days psi 7 Roof rafters to ridge,valley or hip rafters or roof rafter to 4-16d(3 s ABOVE 105°F R-3 b.See table R301.2(1)for weathering potential. ")or 3-10d common Toe nail c.Concrete In these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185,LATEST REVISION. minimum 2 ridge beam 3-16d BOX(3 y")or 2-16d common End nail d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent ENGINEER" BELOW 550 F R-3 e.See section R402.2 for maximum cementitious material content. 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING WALL FRAMING f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted If specified compressive strength of the concrete is increased to CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE.IF not less than 4,000 psi. DETERMINED BY THE ARCHITECT,THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE MICHAEL ANGELONE PE LLC 8 Stud to stud(not at braced wall panels) 16d common(3 Y2"x 0.162") 24"o.c.face nail ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER.THE OWNER SHALL MICHAEL ANGELONE 1 Od BOX(3"x 0.128"),or 3"x 0.131"nails 16"o.c.face nail BEAR THE EXPENSE OF TESTING. 16d BOX 31/2"x 0.135" ,or 3"x 0.131"nails 12"o.c.face nail TABLE R403.1 4 POND PLACE 9 Stud to stud and abutting studs at intersecting wall ( ) TABLE 2:MINIMUM INSULATION THICKNESS corners(at braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail FOR HVAC PIPES(IEC R403.5.3) SNOW MIN.WIDTH&THICKNESS FOR CONCRETE FOOTINGS(INCHES)a'b MASONRY WORK(R404) OYSTER BAY, N.Y. 11771 16d common(31/2"x 0.162") 16"o.c.each edge face nail INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL OR ROOF LIVE STTYPE OFD LOAD-BEARING VALUE OF SOIL(PSF) 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530/ASCES/TMS 402 10 Built-up header(2"to 2"header with Y"spacer) LOAD STRUCTURE t,5oo z,000 z,5oo 3,000 3,soo a,000 TEL.:516.922.2024 FAX: 516.453.6002 16d BOX(3112"x 0.135'") 12"o.c.each edge face nail RESISTANCE OF R-3 SHALL BE APPLIED TO THE FOLLOWING: 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99,LATEST LIGHT-FRAME CONSTRUCTION REVISION,FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. 11 Continuous header to stud 5-8d BOX(21/2"x 0.113"),or 4-8d common Toe nail 2n +story-slab-on-grade 12 X 6 12 x 6 12 x 6 12 X 6 12 X 6 12 X 6 1.PIPING DIAM.AND LARGER 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD CONSULTANT: 4 +story-with crawl space +2 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED 16d common(31/2"x 0.162") 16"o.c,face nail I story-plus basement 18 X 6 14 x 6 12 x 6 12 x 6 12 x 6 12 X 6 GIVING DUE REGARD FOR STRESS,THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH 12 Top plate to top plate 2.PIPING SERVING MORE THAN 1 DWELLING UNIT 5.PIPING LOCATED UNDER A FLOOR SLAB 2 story-slab-on-grade 12 X 6 12 X 6 12 X 6 +2 X 6 12 X 6 12 X 6 1 Od BOX(3"x 0.128" ,or 3"x 0.131"nails " ASTM 270(R607.1) l ) 12 o.c.face nail 2story-with crawl apace 16 X 6 12 X 6 12 X s 12 X 6 12 X 6 12 x 6 2story-plus basement 22X6 16X6 13X6 12X6 12X6 12X6 ` Double to late splice for SDCs A-ID2 with seismic Face nail on each side of end joint(min.24" 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 6.BURIED IN PIPING 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. -.,. p p p 8-16d common,or 12-16d BOX 3 story-slab on grade 14 X 6 +2xs ,z x s +z x 6 12 x 6 tz x s SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED lap splice length each side of end joint) braced wall line spacing<25' 3 story-with crawl space 19 X 6 14 x s 1 12 x 6 12 x 6 12 x 6 12 X 6 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. R/J^fM DRcAFTIN G :) 13 Face nail on each side of end joint(min.24" 3 story-with basement 2s X 8 19 x 6 15 X 6 13 X 6 12 X 6 12 X 6 /41 a7�t_STG N S Double top plate splice for SDCs DC,D1 or D2 and 12-16d(31/2"x 0.135") LIGHT.FRAME CONSTRUCTION WITH BRICK VENEER a,b 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. i lap splice length each side of end joint) story-slab-on-grade 12 x 6 12 x 6 12 x 6 12 x 6 12 x 6 12 X s _ braced wall life spacing>25' DESIGN LOADS AND SPECIFICATIONS 1 Ste +story-with crawl space 15 X 6 12 X 6 12 X 6 12 x 6 12 X 6 12 X 6 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED,NOT RAKED. 14 Bottom plate to joist,rim joist,band joist or blocking 16d common(31/2"x 0.162") 16"o.c.face nail CL I story-plus basement 21X0 15X6 12X6 12X6 12X6 12X6 (not at braced wall panels) lad BOX(3112"x 0.135"),or 3"x 0.131"nails 12"o.c GROUND SNOW LOAD 25 PSF CZ) 2 story-slab-on-grade 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 7. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16'MAXIMUM INTERVALS '" ' 1r'r- .face nail CEILING LIVE LOAD 20 PSF c� 2 story-with crawl space 20 x 6 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 INCLUDING CORNERS,INTERSECTIONS AND PILASTERS.HORIZONTAL JOINT REINFORCING SHALL BE 7 0 L D L A N D E R S C T 15 Bottom plate to joist,rim joist,band joist or blocking 3-16d BOX(31/2"x 0.135"),or 3 each 16"o.c.face nail SECOND FLOOR LIVE LOAD 30 PSF 2 story-plus basement 26X8 20X6 16X6 13x6 12X6 12X6 DUR-O-WALLOREQUAL. 2-16d common 3 story-slab-on-grade 20 x 6 15 x 6 tz X 6 12 x 6 +z x 6 12 X 6 S M I T H T 0 W N, N Y 1 1 7 8 7 (at braced wall panels) (3112"x 0.162") 2 each 16"o.c.face nail 8. IN ADDITION TO REINFORCING INDICATED,GRADE 60#4 REINFORCING DOWELS ARE REQUIRED AT FIRST FLOOR LIVE LOAD 40 PSF 3 story-with crawl space zs x 6 is x s is X s 13 x s ,z X s +z x 6 4-8d BOX 21/2"x 0.113",or 3-16d BOX,or 3 story-with basement 32 x 11 24 X 7 19 X 6 16 x s 1a x 6 12 x 6 48"O.C.INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30"WHICHEVER IS ralph®rjmdesignsny.eom ( ) Toe nail WIND SPEED 130 MPH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL IS GREATER,AND ENCASED IN GROUT FILLED CELLS.FULL HEIGHT#4 BARS ARE REQUIRED AT 96" (516) 818-5368 FAX (866) 789-7930 16 Top or bottom plate to stud 3-16d BOX,or 4-8d common SEISMIC DESIGN CATEGORY C Istory-slab-on-grade 14X6 12X6 12X6 12X6 12xs 12X6 INTERVALS WITH FULLY GROUTED CELLS,BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION 3-16d BOX(31/2"x 0.135"),or End nail WEATHER INDEX SEVERE 1 story-with crawl space 19 X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. story-plus basement 25 X 8 19 X 6 15 X 6 13 X 6 ,2 X 6 +2 X 6 Contractor must veri all measurements and 2-16d common(31/2"x 0.162") FROST LINE DEPTH 3 FEET fY 2story-wither wisp 23x7 ,6x6 ,4x6 ,2X6 12x6 ,2x6 STRUCTURAL STEEL(BC2203-BC2205) 3-10d BOX 3"x 0.128" or 2-16d common TERMITE MODERATE TO HEAVY 2story-with crawl space z9 x 9 2z x 6 17 X 6 14 X 6 1z X 6 12 x 6 conditions prior to beginning an work. 17 Top plates,laps at corners and intelrsections ( )r Face nail 2 story-plus basement 35 X 12 26 X 8 21 X 6 17 X 6 15 X 6 13 X 6 p g g y DECAY SLIGHT TO MODERATE 18 1"brace to each stud and plate 3-8d BOX(21/2"x 0.113"),or 2-8d common Face nail WINTER DESIGN TEMPERATURE 11 3 story-with-crawl space 38 X 14 26 x 9 z3 X s 19 x 6 1s x 6 12 X 6 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN Report all discrepancies t0 the Engineer in INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 19 1"x 6"sheathing to each bearing 3-8d BOX(21/2"x 0.113"),or 2-8d common Face nail ICE SHIELD UNDERLAYMENT REQUIRED YES 3 story-with basement 143 x 17 33 X 11 26 X 8 1 22 X 6 19 X 6 16 X 6 WHERE CONFLICTS OCCUR,THE MORE STRINGENT STANDARD SHALL APPLY: writing. Plans subject to approval by all For SI:1 inch-25.4 mm,,pit-14.6 N/m,1 pound per square foot-47.9 N/ml TABLE R301.7 a.Interpolation allowed.Extrapolation Is not allowed. RESIDENTIAL CODE OF NEW YORK STATE governmental agencies having jurisdiction. FLOOR FRAMING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b C b.Based on32-footwide house with load-bearing center wall that carries half of the tributary attic, BUILDING CODE OF NEW YORK STATE and floor framing.For every 2 feet of adjustment to the width of the house,add or subtract 2 inches The Engineer has not been retained for any 21 Joist to sill,top plate or girder 8d BOX(21/2 x 0.113 ),or 3-8d common Toe nail of footing width and 1 Inch of footing thickness(but not less than 6Inches thick). THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES ALLOWABLE SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN field supervision or inspection. His 4-8d BOX 2112"x 0.113" 4"o.c.toe nail STRUCTURAL MEMBER SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC-LRFD),AISC SPECIFICATION FOR p p 22 Rim joist,band joist or blocking to sill or top plate ( ) DEFLECTION STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN(AISC-ASD)OR AISC SPECIFICATIONS (roof applications also) 8d common(2112"x 0.131"),or 10d BOX 6"o.c.toe nail RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS(AISC-HSS). WHERE REQUIRED,THE responsibility is limited to the accuracy of the 23 1"x 6"subfloor to each joist 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail FINISHED CEILING NOT ATTACHED TO RAFTERS L1180 MINIMUM DESIGN DEAD LOADS*AS PER TABLE C3-1 ASCE 7-10 SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL INTERIOR WALLS AND PARTITIONS H1180 PRovlsloNs OF Bc2212. plan. The Engineer is further not responsible 24 2"subfloor to joist or girder 3-16d BOX(31/2"x 0.135"),or 2-16d common Blind and face nail ANSI/AWS D1.1"STRUCTURAL WELDING CODE-STEEL',LATEST REVISION. COMPONENT LOAD s for any damage arising out of the contractor's 25 2"planks lank&beam-floor&roof) 3-16d BOX 3112"x 0.135"),or 2-16d common At each bearing,face nail FLOORS L1360 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY.FIELD p (p fl ( ) CEILINGS WITH BRITTLE FINISHES INCLUDING PLASTER CEILINGS 26 Band or rim joist to joist 3-16d common(3112"x 0.162")or 4-1 Od box End nail ( GYPSUM BOARD 112-in. 7.0 CUTTING OR DRILLING,WHEN REQUIRED,SHALL BE CLEARLY NOTED ON THE DRAWINGS.ALL failure to execute the work exactly as shown AND STUCCO) U360 FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK,EITHER STAMPED, 20d common(4"x 0.192"),or Nail each layer 32"o.c.at top&bottom,staggered CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM GYPSUM BOARD 5l8-in. 9.0 STENCILED OR PAINTED. On the approved drawing(s). 27 Built-up girders and beams,2-inch lumber layers 24"o.c.face nail at top&bottom staggered BOARD) U240 SUSPENDED STEEL CHANNEL SYSTEM 2.0 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOLTS SHALL BE MACHINE BOLTS CONFORMING 10d box(3"x 0.128"),or 3n x 0.131"nails ono opposite sides PP ALL OTHER STRUCTURAL MEMBERS L1240 COVERINGS, ROOF, AND WALL TO ASTM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS.THE PAYING SURFACES 28 Ledger strip supporting joist or rafter 4-16d BOX(31/2"x 0.135"),or 3-16d common At each joist or rafter,face nail EXTERIOR WALLS-WIND LOADSaWITH PLASTER OR ASPHALT SHINGLES 2.0 OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. STUCCO FINISH H1360 ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. box,or 2-8d common Each end GYPSUM SHEATHING,1/2-in. 2.0 2-loci3"x 0.128" 29 Bridging to joist on blocking to joist ( ) 'toe nail EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36(FY=36 KSI) � PLYWOOD(per 112-in.) 1.6 •.. ,-. �. ,-. ,: -.:.-, :., :': , SPACING O , , F FASTENERS FINISHES H1240 a b c DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER Edges(inches)h Intermediate supports(inches)c'a EXTERIOR WALLS--WIND LOADS WITH FLEXIBLE FINISHES H1120D RIGID INSULATION, 0.75 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.BOLTS TO BE 3/4"AND ASTM A-325 ;r: SINGLE•PLYSHEET WATERPROOFING MEMBRANE 0.7 AND MEET AISC SPECIFICATIONS,SECTION 1,16,WELDS TO BE ETOXX AND MEET AISC1 o' 3 SPECIFICATIONS,SECTION 1.17.ALL SPECIFICATIONS TO BE LATEST REVISION. WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING LINTELS SUPPORTING MASONRY VENEER WALLSe L1600 BITUMINOUS SMOOTH SURFACE r�•� ' 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. 6d common(2"x 0.113")nail(subfloor,wall)i 6" 12" f Note:L=span length,H=span heighL WATERPROOFING MEMBRANE 1.5 3n 1n tT' 30 -/z 8d common(2112"x 0.131")nail(roof)I For the purpose of the determining deflection limits herein,the wind load shall be permitted to be taken as 0.7 times the component 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. and cladding(ASD(leads obtained from Table R301.2(2). FLOORS AND FLOOR FINISHES 9 „ " f b. For cantilever members,L shall be taken as twice the length of the cantilever. 31 1/z„-1n 8d common nail(2112' x 0.131 ) or RSRS-01 nail(roof) 6„ 12 e. For aluminum structural members or panels used In roofs or walls of sunroom additions or page covers,not supporting edge of CERAMIC OR QUARRY TILE(314-in.) 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8"DIAMETER STEEL BOLTS AT 16'O.C.,STAGGERED. �,;'fi, �' J'f. , glass or sandwich panels,the total load deflection shall not exceed 1160.For continuous aluminum structural members supporting 16•0 _(. .. TA '•PEA�"':i::i''"�.'``. 10d common(3n x 0.145��)nail,Or „ " edge of glass,the total load deflection shall not exceed 075 for each glass lheorLMforthe entire length of the member, ON 1/2-In.MORTAR BED .,- 32 1 e"-1% 12 whichever is more stringent.For sandwich panels used in roofs or walls of sunroom additions or patio covers,the total load STRUCTURAL LUMBER(R502, "-- 8d common(21/2"x 0.131")deformed nail deflectlensnallnetexceedu,2o. HARDWOOD FLOORING,717-in. 4.0 R602> R802 ) d. Deflection for exteriorwalls with interior gypsum board finish shall be limited to an allowable deflection of H1180. OTHER WALL SHEATHING 9 e. Refer to section R703.8.2. LINOLEUM OR ASPHALT TILE,114-in. 1.0 1. ALL FLOORS,WALLS,CEILINGS&ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN SEAL: 1 Y2"galvanized roofing nail,%6"head diameter,or 1%" 3" 6" TABLE R401.4.1 SUBFLOORING,3/4-in. 3.0 ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE 33 z"structural cellulosic fiberboard sheathing long 16 ga.staple with 76"or 1"crown PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS OR IN ACCORDANCE WITH AF&PA/NDS AND ASCE-7. FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. DO NOT SCALE DRAWINGS 13/4"galvanized roofing nail,76"head diameter,or 1�" rr r, LOAD-BEARING JOIST SIZES(in.) O.C. O.C. 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE#2 OR BETTER WITH THE FOLLOWING 34 z%2"structural cellulosic fiberboarrd sheathing 3/16" 3 6 CLASS OF MATERIAL (POUNDS PER MINIMUM STRESS GRADES: ALL RIGHTS RESERVED long 16 ga.staple with or 1' crown 2x6 6 5 SQUARE FOOT) All drawings, specifications, and copies 2X8 BENDING STRESS Fb=Base:875 Adj:1107 PSI d 11/"galvanized roofing nail;staple galvanized, 711 7n CRYSTALLINE BEDROCK 12,000 6 6 thereof furnished by the Architect and his 35 Y 9 gypsum sheathing 1 z"long; %"screws,Type W or S SEDIMENTARY&FOLIATED ROCK 4,000 2x10 7 6 MODULUS OF ELASTICITY E=1.6 x 106 PSI HEAR STRESS Fv=95 PSI Consultants are and shall remain their d 1%"galvanized roofing nail;staple galvanized, T' T' SANDY GRAVEL WOR GRAVEL(GW&GP) 3,000 2x12 8 7 property. They are not to be used on this or 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY Sint son OR EQUAL. 1 / long; / screws,Type W or S SAND,SILTY SAND,CLAYEY SAND,SILTY FRAME PARTITIONS any other project unless written permission is 36 g"gypsum sheathing s �� s �� GRAVEL&CLAYEY GRAVEL 2,000 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE VE PTP TIMBER. g1Veri by the Engineer and his Consultants. WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING (SW,SP,SM,SC,GM&GC) WOOD OR STEEL STUDS,1/2-in.GYP.BOTH SIDES 8.0 ( ) CLAY,SANDY CLAY,SILTY CLAY,CLAYEY © COPYRIGHT 2023 6d deformed 2"x 0.120" nail;or SILT,SILT&SANDY SILT(CL,ML,MH&CH) 1,500 b FRAME WALLS 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A 37 Y4"and less ( ) 6 12 LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION mwam 8d common(2%"x 0.131")nail for Sl:1 pound per square foot=0.0479 kPa EXTERIOR STUD WALLS: BODY THAT COMPLIES WITH DOC PS 20. „ „ :ball soil tests are required by section R401.1,the allowable bearing capacities of the soil 11.0 38 % -1 8d common(2Y x 0.131 )nail;or 6" 12" :hallbe part ofof the recommendations. 2x4 @ 16-in.,518-in.GYPSUM, 9 P 9capacity INSULATED,318-in.SIDING PLUMBING AND HEATING WORK(P2502, & R303.10) B 8d deformed(2 Z"x 0.120")nail b.where the building official determines that in-place soils with an allowable bearing of less than 1,500 psf are likely to be present at the she,the allowable bearing capacity shall be determined by a soil investigation. 39 1 8"-1 4" 10d common(3"x 0.148")nail;or 6" 12" 2x6 @ 16-in.,518-in.GYPSUM, 12.0 1. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER PIPING SHALL CONFORM TO INSULATED,318-in.SIDING 3 12-16-23 Town Submission 8d deformed(2%"x 0.120")nail ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE WARM ROOF SNOW LOADS: EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 RESIDENTIAL CODE OF THE STATE NEW YORK. 2 12-12-23 Existing Conditions a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum AS PER TABLE ASCE 2010 SECT.7.4 AND FIGURE 7-2 1 11-28-23 Site Meeting average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. PLASTER,ADD 5 iblftz FOR EACH FACE PLASTERED. VALUES RE Date Remark SLOPE CS GSL LIVE LOAD 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. b. Staples are 16 gage wire and have a minimum 76 inch on diameter crown width. 3:12 0.85 X 45 PSF 40 PSF GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A REVISIONS c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 4:12 0.8 X 45 PSF 36 PSF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN.CONTRACTOR TO MODIFY AS REQUIRED TO BE d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE Title: e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). 5:12 0.74 X 45 PSF 34 PSF ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges,nails shall 6:12 0.67 X 45 PSF 30 PSF SCHEDULES be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design 7:12 0.6 X 45 PSF 27 PSF 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS&PAY ALL FEES REQUIRED FOR HIS WORK. wind speed is 130 mph or greater but less than 140 mph. 8:12 0.56 X 45 PSF 25 PSF ELECTRICAL WORK AND CODE g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. 9:12 0.51 X 45 PSF E3401 23 PSF ( ) h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. 10:12 0.48 X 45 PSF 22 PSF Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor 11:12 0.44 X 45 PSF 20 PSF 1. ALL ELECTRICAL WORK SHALL CONFORM THE REQUIREMENTS OF THE RESIDENTIAL CODE OF sheathing panel edges perpendicular to the framing members need not to be provided except as required by other provisions of this code.Floor perimeter NEW YORK STATE,THE NATIONAL ELECTRIC C CODE,THE LOCAL POWER CO.AND ALL 12:12 (0.38) X (45 PSF) 18 PSF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY shall be supported by framing r,embers or solid blocking. ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION Drawn by: RM Checked by: MAA i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails INSPECTED AND APPROVED BY AN INSPECTION AGENCY of THE FIRE UNDERWRITERS Date: 11 25 20 Scale: As Noted from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. UPON COMPLETION. Job NO.: 20002 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. Drawing No. 3. ALL ELECTRICAL FIXTURES,SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. r M" . 2 PLAN NOTES: FOUNDATION NOTES: RIM GENERAL NOTES7 GENERAL CONDITIONS - DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS&AROUND ALL OPENINGS CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR - BACKFILL BELOW FOOTINGS IF REQUIRED,SHALL BE DONE WI CONCRETE SHANAHAN CONTRACTOR TO VERIFY ALL DIMENSIONS, CONDITIONS,ETC. ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND HAVING A 28 DAY COMPRESSIVE COMPRESSIVE STRENGTH OF 3,000 PSI (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT - INSTALL BRIDGING IN ALL FLOOR&FLAT ROOF JOISTS,CEILING JOISTS,&BEAMS.BRIDGING SHALL BE INSTALLED @ 8'4-O.C.MAX&SHALL BE SOLID WOOD BLOCKING 2"X DEPTH OF AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY RUBBISH REMOVAL. ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING MEMBER OR 18 GAUGE METAL STRAP BRIDGING CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO - ALL FOOTINGS SHALL HAVE A MINIMUM OF T-0"OF COVER RESIDENCE ANY WORK. PLUMBING CODE OF NYS&2020 FUEL&GAS COD OF NYS) ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. - PROVIDE'KARNAK,ONE-KOTE'WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE CONTRACTOR TO VERIFY THE EXISTENCE AIVD STRUCTURAL - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY&COMPLETELY BY CONTRACTOR ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB - PROVIDE 6 MIL POLY ETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE INTERIOR STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR CRAFTSMANSHIP BY ALL TRADES CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL TO START OF WORK. ANY FOUNDATION ALL.MASONRY WALLS FOUND - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK DISCREPANCIES OR OMISSIONS TO THE OWNER. - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& ALTERATIONS TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS COMPLETELY BY THE CONTRACTOR - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE TREATED PRESERVATIVE PTP LUMBER AND OF WORKMANSHIP WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE WINDOWS & SIDING REPLACED AS REQUIRED. ( ) CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH - SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE SLEEPING AREA&AT EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE WHERE APPLICABLE THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL BASEMENTS&HABITABLE ATTICS,BUT NOT INCLUDING CRAWL SPACES&UNINHABITABLE ATTICS.SMOKE ALARMS SHALL BE INTERCONNECTED&BE CLEARLY AUDIBLE IN ALL COMMISSION AND O.S.H.A.REGULATIONS. TREATED PRESERVATIVE(PTP)LUMBER OF 3000 PSI.AT 28 DAYS. 2910 Park Ave ALL CONCRETE FOOTINGS ARE DESIGNED EASED UPON AN BEDROOMS IN ACCORDANCE WITH RCNYS SECTION R314.EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITIONS TO RENOVATION SHALL BE TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND - ALL NEW EXPOSED SLABS ON GRADE,GARAGE SLABS,FOUNDATION WALLS AND FOOTINGS Mattituck NY 11952 EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALLPROTECTION AND ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. PROVIDED WITH SMOKE ALARM AS PER R314. BE THE CONTRACTOR'S RESPONSIBILITY RENTAL EQUIPMENT SHALL,BE CONTRACTOR'S RESPONSIBILITY.S BIILITY. SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 28 DAYS (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) ALL FOOTINGS SHALL BEAR E VIRGIN SAND AND GRAVEL AND - RCNYS-R314.4,EXCEPTION:SMOKE ALARMS INSTALLED TO SATISFY SECTION R314.4.1 ;SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER THESE DOCUMENTS -ALL FASTENERS FOR PRESSURE TREATED WOOD R S.C.T.M EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM IS NOT CAPABLE OF BEING INTERCONNECTED TO THE EXISITNG SMOKE ALARMS. FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS S DO NOT INCLUDE THE NECESSARY ARE TO BE HOT DIPPED GALVANIZED(HDG)OR EXTEND TO A MINIMUM DEPTH OF X-O"BELOW GRADE. SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY,CARE OF STAINLESS STEEL IN ACCORDANCE WI R317.3 1000-123.00-08.00-015.000 VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS - RCNYS-R314.4.1 HEAT DETECTION INTERCONNECTION.HEAT DETECTTION SHALL BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS EXTERIORS HAND RAKED FREE OF DEBRIS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL .PROVIDE%"GWB AT UNDERSIDE OF FLOOR FRAMING AT ENTIRE BASEMENT CEILING IN =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY,ROOM OR OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. BE CONTRACTOR'S RESPONSIBILITY. COMPLIANCE WI R302.13 DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND ENGINEER: - CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED FREE OF CONSTRUCTION WASTE WHERE POSSIBLE MICHAEL ANGELONE PE LLC ALL GLAZING SHALL BE LOW E4 AND CONTAIN A BATHROOM,A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10 FEET OF THE ENTRANCE TO BEDROOM OR SLEEPING AREAS.CARBON MONOXIDE ALARMS TO BE INSTALLED IN MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U.O.N. ACCORDANCE WITH RCNYS SECTION R315 AND SECTION 915 OF THE FIRE CODE OF NEW YORK STATE.EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY, MICHAEL ANGELONE ADDITION OR RENOVATION SHALL BE PROVIDED WITH CARBON MONOXIDE ALARMS AS PER APPENDIX J OF NYS RESIDENTIAL CODE. 4 POND PLACE ALL EXTERIOR WALLS SHALL BE 2"X 4"S @ 16"O.C.WITH FIRE - ALL NEW INTERIOR TRIM&DOORS AS SELECTED BY OWNER(UON) OYSTER BAY, N.Y. 11771 STOPPING. - ALL BUILT-IN CABINET CONFIGURATIONS TO BE VERIFIED W/OWNER(LION) PROVIDE 4x4 ACQ POST W/ TEL.:516.922.2024 FAX: 516.453.6002 ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS TECO ATOP 14" DIA. CONIC. REQUIRED TO BE FLUSH. - PROVIDE ROD&SHELF AT EACH BEDROOM CLOSET&5 SHELVES AT ALL LINEN CLOSETS LION FOOTING 36" DEEP (TYPICAL) ROOF FRAMING RAFTERS SHALL BE AS SHOWN. ( ) 20'-0" SEE DETAIL 5/ A-2 CONSULTANT: 6'-6" 8'-8" 4-10 k ALL DOOR AND WINDOW HEADERS SHALL BE 2-2"X 10"S FOR SPANS TO V-0",LARGER SPANS SHALL BE AS NOTED. C .24 ALL EXTERIOR SHEATHING SHALL BE 1/2"THICK EXTERIOR GRADE ____ _ 30 BAY C-13 RJ M DRAFTING . PLYWOOD. ARIDL DESIGNS ALL SUBFLOORS SHALL BE 3/4"THICK EXTERIOR GRADE PLYWOOD. 1� t PROVIDE METAL RAFTER TIES AT ALL RAFTIERITOP PLATE CONNECTIONS SLAB ON GRADE I la AND METAL JOIST HANGERS AT ALL FLUSH JOISTIGIRDER CONNECTIONS. I I o 19'-4" 7 O L D L A N D E R S C T PROVIDE 1"X 3"CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS i N I N S M I T H T 0 W N, N Y 1 1 7 8 7 OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING N b EXIST. KITCHEN 27'-3" ralph@rjmdesignsny.com IS INSTALLED. (REPLACE IN KIND) _ (516) 818-5368 FAX (866) 789-7930 1 7'-0" ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM I i i 3112"(R-15)TYPE FIBERGLASS FOILBACK INSULATION &112"RIGID INSULATION(R-3.0) I ( �, CW.14 CW. Contractor must verify all measurements and ALL ROOF RAFTERS SHALL BE INSULATED INITH A MINIMUM 51/2"R-21 I( 1 conditions P beginning an prior to be innin work. Y TYPE FIBERGLASS FOILBACK INSULATION LI.O.N. 1 i i 1 UP I 15'-11" 3'-0" Report all discrepancies to the Engineer in ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING I I I 2x8 ACQ D.J. `1' PAPER WITH A MINIMUM 6 OVERLAP AND STAGGERED JOINTS AND I I I ® 16" O.C. 1 ��� writing. Plans subject to approval by all FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES I I W 1 SINK governmental agencies having jurisdiction. SPECIFIED ON THE DRAWINGS. i2 I RANGE I 1 I O O 00 M The Engineer has not been retained for any ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 1/2"TF ICK I � REF co LL _ GYPSUM BOARD. ,°,v'1L1 N y 1� W 1 o field supervision or inspection. His 16'-3" 3'-0" � responsibility is limited to the accuracy of the ALL BATHROOM WALLS TO BE COVERED WITH 1/2"THICK I I UJ 1 ' WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. I < 1 plan. The Engineer is further not responsible 1 W REPLACE EXIST. MASTER BEDROOM for any damage arising out of the contractor's TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO CELLAR Ex I I W N o DECK IN KIND ON COATS JOINT COMPOUND. R 11= i v DEN ❑ `�' failure to execute the work exactly as shown PROVIDE 1/2"THICK RIGID POLYSTYRENE INSULATION UNDER ALL 1 I 1 Q � X o on the approved drawing(s). NEW VINYL SIDING. 0 1 0 I N I - o EX TRUE 2x6 F.J. ® 16" O.C. EX TRUE 2x6 F.J. ® 16" O.C. I IQ I I m PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE LU 86" HT. BOT OF JOIST I 86" HT. BOT OF JOIST 1 X 1 2668 WALLS BELOW GRADE. < 1 I I N CONSTRUCTION NOTES: 11 o�� w - CLOS. LIN. I . I cL o (V _N X { ^ 'h 17' Y 5'-6" 3'-6"ROOF: 1ST FLOOR: I _ -` 3068 I 30 YR"ARCHITECTURAL"ASPHALT SHINGLES FINISH FLOOR ON 4'T&G PLYWOOD SUBFLOOR I , 1 °i 0j ,`6�0� o f F 30#FELT BUILDING PAPER (STURDI-FLOOR)OR APPROVED EQUAL I I 1 1 `* z"CDX PLYWOOD SHEATHING 2 X 8 FLOOR JOISTS @ 16"O.C.(LION-SEE PLAN) BATH o �, ' `'�s HALL 2 X 10 ROOF RAFTERS @ 16 O.C.(LION) INSULATION:SEE SCHEDULE 1 2 X 6 COLLAR TIES 32"O.C. UON _ - @ ( ) Z"GYPSUM BOARD-TAPE&SPACKLE 3 COATS I 4'-0" OPENING iv �; '.• `-'`'�r: 2 X 8 CEILING JOISTS @ 16"O.C.(LION) a0 ' INSULATION:SEE SCHEDULE i 2668 3'-2" 2668 8•-2�. F>> o �+: t+ns 1 h _ '.'GYPSUM BOARD-TAPE&SPACKLE 3 COATS 16'-0" in �; � SEAL: WALL: z Q z M _ LIVING ROOM - i;: I N I 'i' DO NOT SCALE DRAWINGS VINYL SIDING Ex I o DINING �, o �, to �06 _ ALL RIGHTS RESERVED 2"CONTINUOUS RIGID FOAM INSULATION INSULATION SCHEDULE: TANK ROOM I I I CLOS. BEDROOM o N b ro _ All drawings, specifications, and copies DRAFT RETARDER(TYVEK OR EQUAL) R-38 @ ALL CEILINGS c i � 1C.D BEDROOM `D thereof furnished by the Architect and his Z'CDX PLYWOOD SHEATHING R-30 @ CATHEDRAL CEILING EX ELEC 7'-0" 9'-3" i a)2 X 6 STUDS @ 16"O.C.(SEE PLAN) R-15 ALL EXTERIOR WALLS PANEL I 414'-3" -0" 9'-4" Consultants are and shall remain their INSULATION:SEE SCHEDULE R-30 @FLOORS INDICATED ON SECTION 1 - property. They are not to be used on this or 2"GYPSUM BOARD-TAPE&SPACKLE 3 COATS - ALL INSULATION TO BE INSTALLED AS PER I EX HOUSE TRAPL �06 CLOS any other project unless written permission is MANUFACTURER'S INSTRUCTIONS EX WATER MAIN CR.24 CC) W.14 given by the Engineer and his Consultants. ROOF SYSTEM: I � ' 1 ©COPYRIGHT 2023 01i THE NEW ROOF SYSTEM SHALL INCLUDE,BUT NOT BE LIMITED,TO THE FOLLOWING: ALL CR.24 CR.24 CW.24 CW.24 VALLEYS,EAVES,RAKES,CRICKETS,ETC.,TO RECEIVE G.A.F."STORM GUARD"FILM SURFACE 7'-0" 20'-3" LEAK BARRIER INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO 3'-5" 3'-7" 4'-3" 12'-0" 4'-0" RECEIVE G.A.F."SHINGLE-MATE"30#BUILDING FELT INSTALLED AS PER MANUFACTURER'S 27'-3" 20'-3" INSTRUCTIONS. ROOFING SHINGLES TO BE G.A.F."TIMBERLINE"ULTRA 30 YEAR 27'-3" ARCHITECTURAL SHINGLES,(AS SELECTED BY OWNER),INSTALLED AS PER MANUFACTURER'S 3 12-16-23 Town Submission INSTRUCTIONS. ALL RIDGE AREAS TO RECEIVE"COBRA VENT"RIDGE VENTING WI G.A.F. 2 12-12-23 Existing Conditions "TIMBERTEX"RIDGE CAP SHINGLES. I G E L L A Q PLAN- 2 F1 ;z6T FLOOR PLAN 3 5 E G O N D FLOOR PLAN 1 11-28-23 Site Meeting No. Date Remark SGALE: I/4" = I'-O" SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" REVISIONS DEMOLITION NOTES Title: 1. CONTRACTOR TO REMOVE ALL WALLS, CEILINGS AND FLOORS OR PORTIONS OF, LEGEND AS SHOWN ON PLANS. CONTRACTOR TO PROVIDE TEMPORARY BRACING PLANS DETAILS AND/OR SHORING AS REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE 7 11 AND PROTECT SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY BRACING DENOTES POST ABOVE SCHEDULES & AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE NEW STRUCTURE HAS BEEN COMPLETED. DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) 01 NEW (3) 2"X4" POST U.O.N. 2. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED BY NEW HEADER SCHEDULE NOTES ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL INTERIOR WALLS ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN AND CEILING TO BE PRIMED AND PAINTED SO AS TO ACHIEVE A UNIFORM 1. ALL INTERIOR DOOR STYLE AND 1. ALL WINDOWS TO BE BY ANDERSEN 400 SERIES, SEE WINDOW 1. INTERIOR WALLS ARE TO BE 2"X4" D.F. (U.O.N.) 1. PROVIDE (2) JACK STUDS AT ALL OPENING HEADERS UNLESS NOTE: FOR NEW DOOR & WINDOW Drawn by: RM Checked by: MAA / / FINISH IN KEEPING WITH 'THE QUALITY OF THE OVERALL RENOVATION. FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL NO. W 5 8" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN 3. ALL EXISTING WOOD FLOORING TO BE REPLACED AS PER OWNER. / FOR SIZE. 2. ALL GLASS TO BE ADVANCED LOW E INSULATED WITH SDL STUD FILL W ROXUL COMFORT BATTS 2. ALL GLASS AT SHOWER AND BATHTUB ENCLOSURES AND WINDOWS TO ------- DENOTES NEW STRUCTURAL MEMBERS Date: 11 25 20 Scale: As Noted 4. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM, AS REQUIRED. 2. ALL INTERIOR DOORS & FRAMED GRILLS AS PER ELEVATIONS. 2. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM BE TEMPERED AS PER R.308.4 OF THE NYS RES CODE. SIZE OF OPENING REQUIRED MEMBER Job No.: 20002 6. CONTRACTOR TO CAP ALL EXISTING PLUMBING LINES AS REQUIRED FOR OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO WALL BOARD ON ALL WALLS & CEILINGS AT 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR EXISTING WALL TO REMAIN CORNERS. ORDERING. THE BASEMENT LEVEL. VENTILATION AREA. DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 3. PROVIDE 1/2" MOISTURE RESISTANT GYPSUM 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" Drawing No. SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER I BOARD ON WALLS & CEILINGS AT ALL L__-_--_--___J EXISTING WALL/FIXTURE TO BE REMOVED HEATING AND PLUMBING 'SYSTEM. PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT BATHROOMS. 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6'-O" (2) 2" x 10" 7. CONTRACTOR TO MODIFY AND UPGRADE ELECTRICAL PANEL, AS REQUIRED. ALL 4. ALL EXTERIOR DOORS TO HAVE IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA 4. PROVIDE 1/2" CEMENT BOARD ON WALLS & 7• PSL'S MAY RE SUBSTITUTED FOR LVL'S OF SAME DEPTH TO ACHIEVE ELECTRICAL LINES TO BE CAPPED IN WALLS TO BE REMOVED. CONTRACTOR TO ADVANCED E-LOW INSULATED OF 5.7 SQ.FT, WITH A MIN. DIMENSION OF 20" WIDTH / 24" CEILINGS / ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" NEW WALL PROVIDE NEW OUTLETS, SWITCHES AND FIXTURES AS PER ELECTRICAL PLANS. GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" 8. ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W Y DIA. 5. PROVIDE 2"X6" STUDS AT ALL PLUMBING WALLS / AND REPLACE EXISTING FIXTURES AS PER OIhNER. 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. BOLTS @12" O.C. STAGGERED AND WALLS CONTAINING POCKET DOORS. FOR ALL HEADER POST NOT SPECIFIED: 8. CONTRACTOR TO CAP ALLEXISTING MECHANICAL LINES AS REQUIRED FOR FOR APPROVAL PRIOR TO ORDERING. 6. SHEER WALLS TO BE 2"X6" WITH 1/2" 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND 6. ALL DOOR SIZES TO BE FIELD PLYWOOD ONE SIDE 8D NAILS 6" 0/C ENE STEEL DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPENINGS < 6'-0" NEW CONCRETE FOUNDATION WALL SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY VERIFIED WITH GENERAL AND 12" 0/C FIELD STEEL DETAILS USE (3) 2"X4" POST FOR OPENINGS > 6'-0" ON CONCRETE FOOTING CONTRACTOR. 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE NEW HVAC SYSTEM. SHANAHAN RESIDENCE INTERIOR ALTERATIONS, WINDOWS & SIDING 2910 Park Ave P.T RAIL CAP MattituCk, NY 11952 S.C.T.M P.T.BALUSTRADE @ 4"O.C. 1000-123.00-08.00-015.000 4"X 4"PT WOOD POST SECURED WITH . SIMPSON HDG DTT2Z AS INDICATED SEISMIC&HURICANE TIE ENGINEER: P.T.BOTTOM RAIL -4::a___ SIMPSON HDG-H2.5A MICHAEL ANGELONE PE LLC P.T.DECKING PT GIRDER-SEE PLAN FOR SIZE MICHAEL ANGELONE 4 POND PLACE P.T. DECK JOISTS 5 \ OYSTER BAY, N.Y. 11771 A-2 \ POST CAP SIMPSON HDG-BC4 TEL.:516.922.2024 FAX: 516.453.6002 CW14 — CW24 CW24 CW24 EGRESS— EGRESS EGRESS EGRESS CONSULTANT: RJM DRAFTING AAl D.-t�ESIGNS 4"X 4"PT POST i O I COLUMN BASE SIMPSON HDG- CBS c \ l / \ / / L / \ / 7 0 L D L A N D E R S C T \ / ` 14"0 P.C.FOOTING S M I T H T 0 W N, N Y 1 1 7 8 7 CR24— CR24 CR24 CR24 ' CR24 CR24 EGRESS ralph®rjmdesignsny.com NOTE: (516) 818-5368 FAX (866) 789-7930 HANDRAILS SHALL NOT ALLOW THE PASSAGE OF A 4"DIA. SPHERE AT ANY LOCATION,IN ACCORDANCE WINYCBC Contractor must verify all measurements and conditions prior to beginning any work. Report all discrepancies to the Engineer in writing. Plans subject to approval by all governmental agencies having jurisdiction. The Engineer has not been retained for any field supervision or inspection. His FRONT E L E V A T I O N 2 6 1 D E ELEVATION- 5 D F. G � P F. T . -. 1 L responsibility is limited to the accuracy of the LJ'1� SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" plan. The Engineer is further not responsible for any damage arising out of the contractor's failure to execute the work exactly as shown on the approved drawing(s). SEAL: DO NOT SCALE DRAWINGS CW14 CW14 CW14 CW14 ALL RIGHTS RESERVED EGRESS EGRESS EGRESS EGRESS All drawings, specifications, and copies thereof furnished by the Architect and his Consultants are and shall remain their property. They are not to be used on this or any other project unless written permission is given by the Engineer and his Consultants. COPYRIGHT 2023 C C13 3 CR24 3 12-16-23 Town Submission 2 12-12-23 Existing Conditions 1 11-28-23 Site Meeting No. Date Remark REVISIONS Title: ELEVATIONS & DETAIL 3 REAR ELE VATION 4 610E ELEVATION SCALE: 1/4".= 1'-0" SCALE: 1/4" = 1'-0" DraDate by: 0 Scale Checked MAA Noted Job No.: 20002 Drawing No.