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HomeMy WebLinkAbout47085-Z 1�0=ZZ, \pS�ff01�cp�y� Town of Southold 7/13/2023 0 P.O.Box 1179 o _ Fft., 53095 Main Rd y�or �oo4l,i�, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44287 Date: 7/13/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Laurel Way,Laurel SCTM#: 473889 Sec/Block/Lot: 125.4-24.19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2021 pursuant to which Building Permit No. 47085 dated 11/8/2021 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, including rear deck with pergola,to existing single-family dwelling as applied for. The certificate is issued to Dunn,Joseph&Sarah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47085 5/30/2023 PLUMBERS CERTIFICATION DATED 5/23/2023 c mbing&H ing otize0nature TOWN OF SOUTHOLD �o�gufFot � BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY 40 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#: 47085 Date: 11/8/2021 Permission is hereby granted to: Dunn, Joseph 15 Wincoma Dr Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 350 Laurel Way, Laurel SCTM #473889 Sec/Block/Lot# 125.4-24.19 Pursuant to application dated 10/22/2021 and approved by the Building Inspector. To expire on 5/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,094.40 CO-ADDITION TO DWELLING $50.00 Total: $1,144.40 uilding Inspector SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 Ql�MUM`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Dunn Address: 350 Laurel Way city:Laurel st: NY zip: 11948 Building Permit#: 47085 Section: 125 Block: 4 Lot: 24.19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: RockyPoint Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 33 Ceiling Fixtures 4 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 37 CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights 2' Dryer Recpt G2S Emergency StrobeHeat Detectors Disconnect Switches 27 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge-2, Oven, DW, Micro, Cooktop, Hood, 60A Panel 24 Circuit/ 9 Used, Floor Heat, W/D Notes: New Master Bedroom, Bathroom and Kitchen Inspector Signature: Date: May 30, 2023 S. Devlin-Cert Electrical Compliance Form giIW. Tmv rn.Hall:Annex: Telephone:(631)765-1802 54375 Main Road. Fax:(631)765-9502 ,.0.Box:1174 = Southold,NY 11971=0959 � BUILDING DEPARTMEN... TOWN OF: SO7THOLD MAY 2 3 2023 CE:R.TIV:r::CA.Ti O Date:. a 3 Building Permit No. 0 Owner: 56 . tea+ J ✓1 ( leaseprtnt) :Plumber:; (Please print): I certify that the solder.used:in.the water supplysystetn contains:Iess han 2/10 of 16% 1'ead! (PI mbeirsSignature) Sworn to before:me this � day of , 20 23 CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified In Suffolk County Commission ExAiresAug,5,20 Notary Public, s:U�1L' t?txrity �. Of SOUTgp6 Ll a�� 3so L * # TOWN OF SOUTHOLD BUILDING DEPT. WAY 765-1802 INSPECTION [ ] 'FOUNDATION 1 ST [ ] 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:. ol< DATE Z Z INSPECTOR ,*OF SOUTy� 105 * �# TOWN OF SOUTHOLD BUILDING DEPT. �ycou 765-1802 .F INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. W] FOUNDATION 2ND(bo' [ ] 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: 4-cc 1 el6 s 4 F-ea- r. DATE q-1 S--z4 INSPECTOR I OF SOUTy�� # * TOWN OF SOUTHOLD BUILDING DEPT. �yComm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �v DATE I (°I �� INSPECTOR �apF SOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 -INSPEC ICN [ ] 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: DATE 'LO?�'1/ INSPECTORWV a SO(/T,�,°� # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPEC ICN [ ] FOUNDATION 1ST [` UGH 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: 101%f VUVL4� Ili DVJV 1 ✓ DATE 1312Y INSPECTO *OE SOUTy�� -7 (J&5 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycournve�' 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: A-&Lrkgz DATE INSPECTOR _�_ q3ow �o�q SOolo# # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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: I p �. 04VV A ; DATE INSPECTO laf so # # TO OF SOUTHOLD BUILDING DEPT. co 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: AV.. klkhZ4 DATE INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: April 6, 2022 ® i j F W r To: Southold Town Building Dept. APR _ 2022 BUILDING Re: Insulation Inspection TOWN OF SOUTHt.LD Permit#47085 Dunn 350 Laurel Way Laurel,NY To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned Addition and All Insulation was installed as per plans and meet all State and Local Building Codes. Any questions feel ee to call. Sincerely, DEE,?O�Q es J Deerkoski P.E. Insulation Certificate CONSTRUCTION This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commerciwefficiency - .1 Requirements. 11 Open Cell 0.50 lbs/fthE JUL 12 2022 BUIIDING uLp I- OFSOUT-IOLD ® Closed Cell 2.00 Lbs/ft? TOWN ® Kraft Faced R-21 fiberglass 6.50 lbs/fly ❑ DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness" Roof Rafters (Closed,Cell Sprayfoam) R-52 At 7.5 inches Exterior Walls (Kraft faced fiberglass) R-21 At 5.5 inches Concrete floor (Closed Cell Sprayfoam) R-52 At 7.5 inches ""Nominal thicknesses are representative of field,spray-applied foam material. lobsite Address: 350 Laurel Way, Date of installation: 04/04/2021 Laurel, NY 11948 Contractor: Eli Construction Services INC. Phone: (631) 869-5171 OF NFA �0 �0 F5 In _f N o JUL 12022 �.. BUILDING Utr i. TOWN OF SOUTHOLD 1490 William Floyd Pkwy#109 Shirley,New York 11967 T (631) 869-5171 info@eliconstruction.Com CONSTRUCTION JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 D (631) 774 7355 IN APR a 2022 Date: March 22, 2022 TOWN OF To: Town of Southold Building Dept. Re: Framing/Strapping/Plumbing Inspection Permit#47085 Dunn 350 Laurel Way Laurel,NY To Whom It May Concern: This letter certifies that a Framing, Strapping, plumbing inspection was performed on the above mentioned addition and all framing, strapping, and plumbing was installed as per plan and Per New York State Building Code. A pressure test was also performed on the entire plumbing system and all plumbing was found to be OK. Any questions feel free to call. Si erely, of NEW yo Ja eerkoski P.E. 5 ,DEfq,Yos `�Fp '�a• 072 '�RoFE r 44 ' i 1 r _ MAR7h ��` ' TOWN nr cFli+n ir" 7C r jl j ✓ 1 � r . r e • r 9 r r 1 .jam K • J' t �• s 9 1 � Z2 Z7 • 1 � � 1 i Ia)RM W&WO DEW v(IND 1 • ' • 01 g1 FOUNDATION.(IST) • 1 • 1 ` 3 wit TAN,Z � �1 • ® v, ROUGH FRAMING& . PLUM : 1 INSULATION. 0 1 ® 11./1 " '31 JM- 1► �/ _ 11 • • FRI i °`°Sufi o TOWN OF SOUTHOLD-BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 haps://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use Only 11 C D PERMIT NO. Building Inspector: hi / OCT 2 ? 2021 Applications and forms must be filled out in their entirety. Incomplete,-' BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall,be completed'. Date: OGToba- 21, 2=2-( OWNER(S)OF PROPERTY: Name: �A, SCTM#1000- Project Address: SEC) Phone#:... 51613.$2'.�-�b.5�....._..._.._...._ .. - Email: ..�"1oo�lL"DQNrJ Mailing Address: 35'b L*,jl1.►aL �„jP<''( L.,q f - CONTACT PERSON: Name: Sp,Clps� IDua,J Mailing Address: 3 S-0n,�-L t,3dl_ N, L __- -_. _... .-.� Phone#: 5lb �$Z• ?l los Email: C• ooy.,Dun1:1 1 e TA,,,4+a0- C-om. DESIGN PROFESSIONAL "INFORMATION: Name: .... oL1�.._.u1L.Ae"...... .. Mailing Address: ?J �3pQfJ-'NOr ,,--Phone#:._... - 7LL - 516ea ._5!6-Z.4_1.-_1/5%_. . Email: �o42-AyAmy C= 6J'194LL. • - - - CONTRACTOR INFORMATION: Name: I bp. Mailing Address: Phone#: Email: -DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure KAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? %Yes ❑No 1 'PROP.ERTY:iNFORM%kTIOiY=< Existjng use of property: s{ ,1o1(e'?h%ukj ,7 b Irate' ded.use of pro,perty:. 5t,36(0 ..l.l Q.�Mw:a• 2one.or use,district in•which;premises is situated: Are there any.covenants and restrictions.,with.respect to. thisproperty? OYes:®No IFYES;.PROVIDEACOPY. ;; C e t."R "r ingt> a owner�contraetor�'desfgn prafessjbnal is responsible(or all drainage and storm water issues as provided by �, CFiapter 236 of tiheTovrri;Cade::'APRIJCATtON 1S HEREBY M/1DEto the"euildingpePaitmentortfie fs3uance ofa'=Buikljrig;PeFiitiil pursuantfo#Tie Buittling`7ane `Ordinance of the Mown ofSou[tioldj Suffolk;foiinty,Newt'orkaadotfieappltcable Laws,Ordinances or Regulat�o ,for 4he cotructTan ofbalidings; additions alEeratioiis:or fccremoval or dembtition as hereln:descrlked:The;appiicaat agrees to.;complywith ail applicable auvs;p;,inarices,buil irig code;.. housing code andregulations and toadniitauthoriieil,inspectors on premises .10"1111 J6 neaessary:3nspectTons palse statementsmade,fieiein'are r,'ppn�shable as a Ctass A 6666&ms Section 210.45 oftfie NewYorkbtate Penat taw:. „:::, .;; " Appli6tion:56bmitted By(print me):. A*Li",c- %Nuthorized.Agent 13 owner Sigriature of Applicant: Date: ' r`t4l Zl STATE OF NEIN YORK) SS: COUNTY OF. ) beirig.dulysworn;deposes and says that(b)he.is the applicant . (Name of individual signing coritract),above named; (JI)he is the. (Contractor,Agent,.Corporate,.Offcer,etc,). of said owner or owners,and is:duly_authoriz0dto pe'rform:or have performed the said:work and to make and.file`this application;-that all statements contained;in-this application:are:true ta..the best of iisyher knowledge.and belief;.a.nd that he work-will be performed in the manner set forth in the'application file=therewith. Sworn.before me-this CK I day of •2Qcz- Notary:Pubiic i7R1 A11NAC OTr' LRegistration Public,Mate of New York PROPERTY OWNER AUTHC MM11ON #01 EN6369930 'f' d Nassau i ie In P a CountyapplicanUs notthe`owner) ssion Expires Jan.22,2022 residing at . bLQU-1-11 "44 fes► , Q `� H 41tY do hereby authorize. Oviallyd za-elbita apply o:n " my behalf tot own of.Southol&Buiiding Department for approval as described herein:, , wnees,signature Date LEILANI ELAINE ROMAN NOTARY PUBLIC-STATE OF NEW YORK OUAUFIED IN BRONX COUNTY Print,owner's Name �� NO.01 806240770 COMMISSION EXPIRES MAY 09,2023 z Town HaB Ann= 4 M�49 Tde hm(01)765-1802 SW5''Mam Road � �qq��aQ�2 P.O.Hou 1179 `n -Miler + 1. Ott�10[G nV ut8 Samhold,NY 11971-0999F."r) i. BURDING DE'ARTbEW 1 TOWN OF SOUMOLD APPLICATION FOR-ELECT-R19 -INSPECT—ION REQUESTED Sr. Date: Company Name: c/C 'coy.V i � GECTAZ-TE Name: License No.: Adder Phone No.: JOBSITE INFORMATION: (*Indicates required infiormatlon) *Name: F `Address: *Cross Street: *Phone No.: Cod / - (.kO Permit No.: ' .y- . Tax•Map District: 1000 Section: 1a 2 Btodc: 4 Lot�� *BRIEF D CRiPTiON OF ORK(Please Print Clearly) Gam% (Please Circle All That Apply) *Is job ready for Mspedion: f YES NO Rough In Final *Do-you need a Temp Certificate: YES NO - Temp Informadon(if needed "Ser w Size: 1 Phase 3Phase 100 150 200 300 350 400 Other NewService: Rem Underground Number of Meters Changed Service Overhead Additional information: PAYMENT DUE WITH APPLICATION 6D .824Requea far lrapeawn Form �� Town Mall Annex . Telephone(631)765.1802 54373 Main Road ! P.O.Box 1179 • ClZ@rt IA1 7 .rM.t1S SoudwK ICY 11971-0959 �vNi1" j BUffM1N(;DVARTNWr s TOWN OF SOUMOLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY Date: Company Name: c/,� Z�X—jJ i Name: Q/10 License No.: Co V;'J= ddress: J V� 7 /Z -tc eryv7 �, //-177 Phone No.. JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: LPr"2�•L -u-D { *Cross Street; � I *Phone No.: Co 3 / �_Sq 4livko Permit NO.: � -" �}- Tax-Map District: 1000 Section: l a S. w6c& Lot: ` *BRIEF D CRiPTION OF> ORK(Please Print Clearly) (Pkme Circle Alf That Apply) *IS job ready for inspection: ° YES NQ Rough In Final *Do-you need a Temp Certificate: YES N® - Temp InFormadon(if needed) "Service Size: 1 Phase Whase 100 150 200 300 350 400 Other iNew Service: Re-oorvleat Underground Nw*w of Wom Charge of SerWw Ovefiead Wditimmi Information: PAYwNT DUE WITH APPUCATION .8241op &t for Ilan Form V�C\ PERMIT# p Address: Switches Outlets GFI's Surface Sconces I l H H's 7 UC Lts Fans Fridge A HW Exhaust Oven W/D Smokes f DW I Mini Carbon Micro I Generator Combo Cooktop Transfer AC AH Hood P Service Amps Have Used Special: Comments / ` Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, (A nn residing at �?a LCc.tod 112"e 44u� (Print property owner's name) (Mailing Address NY do hereby authorize GVL a �Gcc v (Agent) to apply on my behalf to the Southold Building Department. Ad. wn s Signature) (Date)S�A( - ,`,LC Kn (Print Owner's Name) Town Hall Annex Telephone(631)765-1802 54375 Main Road -� '' Fax(631)765-9502 P.O.Box 1179 c ' I{ Southold, NY 11971-0959 i t� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Ll 2x2,1 Owner: Location of Property: 3S� �zt_ �J �, 'J•`� Please take notice that the (check applicable line): New commercial or residential structure ✓ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof raming (FR) Signature: nn Name (person submitting this form): 6J Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 EDWAGAT-01 DINSERRA ACORO- CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) `� 1 11/9/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CO ACT The Clausen Agency,Inc. PHONE FAX 333 Route 25A,Suite 150 A/c,No,Ext:(631)744-1393 ac,No:(631)744-1732 Rocky Point,NY 11778 A AIL INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:Evanston Insurance Company INSURED INSURER B: Edward Gatto Inc INSURER C: 275 Bayer Road INSURER D: Mattituck,NY 11952 INSURER E INSURER F: 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 WITH 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR Mmipplyr LIMBS A X COMMERCIAL GENERAL LIABILnY1,000,000 EACH OCCURRENCE CLAIMS-MADE [ X]OCCUR 3FA2235 217/2021 2/7/2022 DAMAGE TO RENTED $ 10(),000 ence)MED EXP(Any oneperson) 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY EI jwa F-]LOC PRODUCTS-COMP/OP AGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBcIN eD SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS p BODILY INJURY Per accident $ AUTOS ONLY AUTOS ONEY PPeOr dent AMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION S PER OTH- AND EMPLOYERS'LIABILITY Y/N T ER ANY PROPRIIETgO�RIPARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ (Mandatory In NH)EXCLUDED? N/A E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I I I E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached H more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE The Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4MN NYS 1 F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "A A A A A 113528926 `r EDWARD GATTO INC 275 BAYER ROAD . Y MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER EDWARD GATTO INC THE TOWN OF SOUTHOLD 275 BAYER ROAD 53095 MAIN RD MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11088153-0 67438 08/06/2021 TO 08/06/2022 11/8/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1088153-0, 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 YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:1/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO 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 GATTO PRESIDENT OF EDWARD GATTO INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND 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 YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:637115185 N SURVEY OF PROPERTY LorQ � AT MATTITUCK TOWN OF SOUTHOLD go a ' SUFFOLK COUNTY, N. Y. �nNr E 80'0�, 1000-125-04-24.19 SCALE:/ 1�30, i 00 L17, 2002 N�6.44'427E 'op, Z4&R AUGUST 24, 2021 WL e TY y MAMPAVERS �P9 � a unzeo NEDr�s Aa uN/1s O y� WALK 10 11A 41 / .O PAVERS PAI10 all ctO al► �• 0� O PAVERS PAHO �► AND WALK 2nd FLOOR CANT. COVE W 27d FLOOR DECK OVER 0 PAHO BRC/RS LOT® LOT 0� LOT NUMBERS REFER TO "MAP OF LAUREL LINKS" .s'`'' �� Pic,�,+��Tlc rt FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON ti F� NOVEMBER 23, 2001 AS FILE NO. 10712 The location of water lines and cesspools shown hereon are from field observations and or from data obtained from others N.Y.S. UC. NO. 49618 ANY ALRA710N OR ADDITION TO THIS SURVEY IS A VIOLATION YS. UC. NO. 051132-01 TE OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PECONIC�$ MORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP WHOSE SIGNATURE APPEARS HEREON.R COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR AREAa31,299 SQ. FT. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 02--231 Q3 z y MAR 2 2 2023 Sum f TOWN®FS®UTHQLI) GENERAL NOTES GENERAL CONDITIONS CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES I �'`-' (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY PROPOSED ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 ANY WORK. PLUMBING CODE OF NYS&2020 FUEL&GAS COD OF NYS) ELECTRICAL/LIGHTING LEGEND INTERIOR CONTRACTOR TO VERIFY THE EXISTENCE:AND STRUCTURAL ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF SYMBOL MANUF. MODEL# BULB REMARKS REN®VATI®NS STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR CRAFTSMANSHIP BY ALL TRADES TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND =0 LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(IN ADDITION TO THOSE REQ.BY CODE) TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS REPLACED AS REQUIRED. AND OF WORKMANSHIP =0 LEVITON QUAD RECEPTICAL,DECORA,WHITE ���EX.STEP TO ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(SET @ PICTURE LIGHT) OF 3000 PSI.AT 28 DAYS. WHERE APPLICABLE AN61 FIXED TRANSOM EXIST. BLUESTONE TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND =0 LEVITON DUPLEX,FLOOR OUTLET FWH60611 350 LAUREL WAY ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN (2) 1%"X 11 %,,6P LVL HDR LAUREL NY (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL � LEVITON GFI,DECORA,WHITE INSTALL PER E3802 SET ABOVE TRAN50M • BE THE CONTRACTOR'S RESPONSIBILITY ___ -_ -_=_-_- 6 PROPOSED REAR 0 rID ECV� V -- PERGOLA & DECK APP, 62022 5/8 DIA BOLT THUR k GIRDER AND POST BUILDING1. VP_ TC1tA'N OF SOUTI-►OI_n 350 LAUREL WAY 26'-0" 20'-6" 23'-6" LAUREL,NY 22'-0" DECKING 3x10 \ 6X12 I PLANTING ENGINEER• N171 17q BED - - - - - MICHAEL ANGELONE PE LLC DECK JOISBEAM T MICHAEL ANGELONE HURRICANE ANCHORS 2'-0" PLANTING 4 POND PLACE MANUFACTURED BY SIMPSON O.C. BED STR❑NG-TIE CONNECTORS OYSTER BAY, N.Y. 11771 USE SIMPS❑N Z-MAX OR HDG CONNECTORS TO DIA BOLT THUR TEL.:516.922.2024 FAX: 516.453.6002 INCREASE CORROSION GIRDER AND POST RESISTANCE FOR ALL HARDWARE IN CONNECTION le oo 76X6 ACQ COLUMN, W/ ACQ LUMBER, SEE PLAN 2'-6" 18'-6" 2'-6" CONSULTANT: COLUMN BASENEW PAVERS NEW PAVERS o 0 MANUFACTURED BY -•�--.,.w•.,-sG'e• . .,.f ,. -,;,I•_,�..... ....:... ,, , •.,,,-.�, I PLANTING o BED N SIMPS❑N STR❑NG-TIE I' I °° NS RJM DRAFTING 14'0 P.CONC. S❑N❑TUBE A�lD.1�'FSIG. —J @36' BELOW GRADE MIN. A-A PLANTING A-1 co BED 7 OLD L A N D E R S CT r '� DECK DETAIL ' SMITHT0WN, NY 11787 ralph@rjmdesignsny.com SCALE: N.T.S. (516) 818-5368 FAX (866) 789-7930 BLUESTONE DIA. STAINLESS STEEL LAG STEPS BOLTS W/WASHERS TO EXISTING — — Contractor must verify all measurements and BOLTS DIA. W/WASHERSSTAINLESS STOEEXISTING HOUSENOTE:ADO NOTGOVER TIGER TEN 6BOL S L LAG conditions prior to beginning any work. HOUSE FRAME. STAGGER T&B @ 12" O.C. NOTE: DON OVER TIG N BOLTS EXIST. 2X4 FRAMING Report all discrepancies to the Engineer in N NEW. 2x10 ACQ LEDGER LAGGED INTO writing. Plans subject to approval by all w¢ o N EX STRUCTURE governmental agencies having jurisdiction. 0 0 o W J ° The Engineer has not been retained for any N - - ° ° field supervision or inspection. His 12" 12" 12" 12" N ,6" ,6" K02PROPOSED PERGOLA / PAUER PLAN responsibility y res onsibilit is limited to the accuracy of the plan. The Engineer is further not responsible for any damage arising out of the contractor's failure to execute the work exactly as shown 4 DECK LEDGER DETAIL 5 PERGOLA LEDGER DETAIL12" DEEP CONC. on the approved drawing(s). PAD @ STAIR LANDING SCALE:1/2" = 1'-0" SCALE:1/2" = 1'-0" 26'-0" 2'-0" 7'-4" 7'-4" 7'-4" 2'-0" EDGE STONE TO BE SELECTED ,. BY OWNER f; . '::j 'r:: ;`;' ::Y:' 2x8 ACQ -T PAVING STONE TO BE SELECTED • ' '? ^r�r; STAIR STRINGER BY OWNER, OVER @ EACH ED AND MIDPOINT MUD BASE TYP. SIMPSON TA9ZKTSTAIRCASE FINISHED GRADE Oj EACH RISER ANGLE L —� iv (2) 10 ACQ HDR (2) 2x10 ACQ HDR (2) 2xI0 ACQ HDR SIMPSON LSCZ 4" CONC. SLABADJUSTABLE 6" WELL COMP. GRAVEL 6 CONNECTION STRINGER 3 FINISHED FLR. FILL ELEV. +0'-0" .. A-1 12" DEEP CONC. A-1 SEAL: —III—I I F4 'FA IN a 0- - $ �6 PAD @ STAIR LANDING o Ln 00`° Ln DO NOT SCALE DRAWINGS I—III—III—III—III- ALL RIGHTS RESERVED III—III—III—III— O " ® O w :`- All drawings, specifications, and copies thereof furnished by the Architect and his m m :. .� Consultants are and shall remain their .<: I " property. They are not to be used on this or (2) 2x10 ACQ HDR ^ (2) 2x10 ACQ HDR r 2) 2x10 ACQ HDR i •':.� NEW 4 CONCRETE SLAB NEW 4 CONCRETE SLAB 3 PROPOSED DETAIL @PATIO FOUNDATION — -�— - — — ��� ��` any other project unless written permission is — — �, — — — — ``''= given by the Engineer and his Consultants. @ COPYRIGHT 2022 SCALE:1/2" = 1'-0" pr O 0 a 2x2 3x10 26'-0" <_ `" ao NEW. 2x8 ACQ LEDGER LAGGED INTO °' o X® EX STRUCTURE 3 04-08-22 Town Submission 2 04-01-22 Design Development 1 03-07-22 Field Measure No. Date Remark � (2)6x12 REVISIONS 12" DEEP CONC. TiPIERGOLA PLAN N PAD @ STAIR LANDING ' " SIMPSON LSCZ & DETAILS WOOD DECK ADJUSTABLE STRINGER CONNECTION SIMPSON TA9ZKT STAIRCASE ANGLE @ EACH RISER 2x8 ACQ Drawn by: RM Checked by: MAA STAIR STRINGER Date: 11/25/20 Scale: As Noted @ EACH ED AND MIDPOINT Job No.: 20002 of I PROVIDE 14" DIA. CONC. FOOTING Drawing No. L J (TYPICAL) J eA_�APERGOLA SECTION PROPOSED FOUNDATION PLAN A� I SCALE:1/4" = 1'-0" SCALE:1/4" = 1'-0" vent i nru vent I nry vcnc i nru Roof Roof Roof 2020 RESIDENTIAL CODE OF NEW YORK STATE GENERAL SPECIFICATIONS I I PROPOSED I � � SED � CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) ' CONCRETE WORK(R402-R407) r---_-----_-i-------r---------r--------7 r-------r-------T-----t----------------� INTERIOR I i I I I I I I I t I GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER AIR RENOVATIONS ovAZlol \ ICE SHIELD FLOOD 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS SNOW DESIGN DESIGN REQ'D HAZARD FREEZING EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: i i i i i i i i i i i 2" SPEED MPH WEATHERING FROST TERMITE DECAY LOAD SPEED(MPH) CAT. TEMP. INDEX MODERATE SLIGHT TO ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", LATEST VERSION _- 25 130 B SEVERE T-0" NASSAU:15 YES NO 599 TO HEAVY MODERATE i ACI 302"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION% LATEST VERSION -- USE&OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENTIAL ACI 311"RECOMMENDED PRACTICE FOR CONCRETE INSPECTION", LATEST VERSION SECOND i ; i CONSTRUCTION CLASSIFICATION TYPE V-B FLOOR Washer DW - 3 ACI 318"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST VERSION TYPICAL CODE REQUIREMENTS: ACI 347"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", LATEST VERSION ' ' ' r T 0_r 1 ;% 2:.;?� c.o.l � � � �� �• i• 350 LAUREL WAY -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS I i R702.1,R702.3 AND TABLE 702.3.5 AND TABLE 703.3(1) CONCRETE REINFORCING STEEL INSTITUTE"MANUAL OF STANDARD PRACTICE", LATEST VERSION ' C.O. LAUREL NY Master Bath Hallway Bath Laundry Room -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R302.10.1-R302.10.5 ACI 305,306"MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER", LATEST VERSION Exist No change Exist No change Exist No change I , -ALIGN ALL RAFTERS OVER STUDS 2. BASEMENT,FOUNDATION,EXTERIOR WALLS&OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 STRENGTH OF 3000 PSI @ 28 DAYS.PORCHES,CARPORTS&GARAGE CONCRETE SLABS SHALL HAVE ; 2 A COMPRESSIVE STRENGTH OF 3500 PSI @ 28 DAYS.CONCRETE SHALL BE AIR ENTRAINED. i--- -PROVIDE FIREBLOCKING AS PER SECTION R302.11 TOTAL AIR CONTENT(%BY VOL.OF CONC.)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. i 2" 4" i MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE I---------------r- -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W1 SECTION R307&FIGURE R307.1 APPLICABLE STANDARDS LISTED IN ACI 318 OF ASTM C 1157.(R402.2) IMMENEEMN 112"i 112" I i2n 112.: 112" 1124, 112j 112": PROJECT TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. iI i I ENGINEER: 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185,LATEST REVISION. _L- - - , i i , 1 1 LOADS TABLE R301.5 DEFLECTION TABLE R301.7 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING MICHAEL ANGELONE PE LLC CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BYSED STRUCTURE.IF DETERMINEDBA QUALIFIED THEISOILS TEST,THETECTLABORATOCTUALIRY AND GEOTECHNICAL BEARING OOENGIENT NEER.THE OWNER SHALL FLOOR 112- 4" 2 2 I 4 ' CTERISTICS SHALL BE FIRST DW 3 2 MICHAEL ANGELONE DEFLECTION BEAR THE EXPENSE OF TESTING. ROOFS 12 PSF 25 PSF RAFTERS HAVING SLOPES GREATER Ul80 C.O.I 4" 4" 1C.0. 4 POND PLACE **REFER TO TABLE 301.6&301.2(1) THAN 3112 W/NO FINISHED CEILING MASONRY WORK(R404) New Master Bathroom OYSTER BAY, N.Y. 11771 ATTACHED TO RAFTERS Kitchen Powder Room Exist No change Exist No change TEL.:516.922.2024 FAX: 516.453.6002 FLOORS(SLEEPING) 12 PSF 30 PSF INTERIOR WALLS&PARTITIONS H/180 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 I ASCES I TMS 402 FLOORS(NON-SLEEPING) 12 PSF 40 PSF FLOOR&PLASTERED CEILINGS U360 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99,LATEST REVISION,FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. CONSULTANT: DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS LJ240 4" 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED 10 PSF 60 PSF EXTERIOR WALLS W/PLASTER OR H1360 GIVING DUE REGARD FOR STRESS,THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH BALCONIES STUCCO FINISH ASTM 270(R607.1) ' C'RJMDRAMNG , . EXTERIOR WALLS WIND LOADS*W/ L1240 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. ATTIC W/STORAGE 9 PSF 20 PSF BRITTLE FINISHES SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED BASEMENT EXTERIOR WALLS-WIND LOADS*WI LI120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. C� ATTIC W/O STORAGE 9 PSF 10 PSF FLEXIBLE FINISHES 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. :( 50 PSF *THE WIND LOAD SHALL BE PERMITTED TO BE GARAGE TAKEN AS 0.7 TIMES THE COMPONENT&CLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED,NOT RAKED. 200#ILF LOADS FOR THE PURPOSES OF THE DETERMINING � '� �'f",, t � �I =�• �" `' ,• '->rtw, ' RAILINGS DEFLECTION LIMITS HEREIN. 7. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16"MAXIMUM INTERVALS 7 0 L D L A N D E R S C T INCLUDING CORNERS,INTERSECTIONS AND PILASTERS.HORIZONTAL JOINT REINFORCING SHALL BE DUR-O-WALL OR EQUAL. 4" 1 C.O. S M I T H T 0 W N, N Y 1 1 7 8 7 6. IN ADDITION TO REINFORCING INDICATED,GRADE 60#4 REINFORCING DOWELS ARE REQUIRED AT To Existing ralph®rjmdesignsny.com 48"O.C.INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30"WHICHEVER IS sanitary System Exist House Trap (516) 818-5368 FAX (866) 789-7930 IS GREATER,AND ENCASED IN GROUT FILLED CELLS.FULL HEIGHT 94 BARS ARE REQUIRED AT 96" INTERVALS WITH FULLY GROUTED CELLS.BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION GENERAL CONDITION Contractor must verify SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. 2 PLUMBING RISER all measurements and 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE STRUCTURAL STEEL(BC2203-BC2205) conditions prior to beginning any work. FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SCALE: NTS Report all discrepancies to the Engineer in 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN -2020 RESIDENTIAL CODE OF NEW YORK STATE INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. writing. Plans subject to approval by all -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE WHERE CONFLICTS OCCUR,THE MORE STRINGENT STANDARD SHALL APPLY: -2020 MECHANICAL CODE OF NEW YORK STATE governmental agencies having jurisdiction. -2020 FUEL AND GAS CODE OF NEW YORK STATE RESIDENTIAL CODE OF NEW YORK STATE -2020 PLUMBING CODE OF NEW YORK STATE BUILDING CODE OF NEW YORK STATETELE.COMM TAX MAP. 10 0 0-125- 0 4-24. 19 field supervision or inspection. His The Engineer has not been retained for any -1, WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES BOX o SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC-LRFD),AISC SPECIFICATION FOR ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN(AISC-ASD)OR AISC SPECIFICATIONSFOR INTERIOR 8Qp' _ responsibility is limited to the accuracy of the 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION SEISMIC EDESIGN OF STEEL DESIGN OF LS STRUCTURES SHALL E IN ACCORDANCE WITH THE ADDITIONAL W STRUCTURAL SECTIONS(AISC-HSS). WHERE ID,THE ' plan. The Engineer is further not responsible AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. PROVISIONS OF BC 2212. RENOVATIONSI 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE ANSI/AWS DIA"STRUCTURAL WELDING CODE-STEEL',LATEST REVISION. n O 4 S• E• for any damage arising out of the contractor's THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. L \ 2• ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY.FIELD '� �s failure to execute the work exactly as shown 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 CUTTING OR DRILLING,WHEN REQUIRED,SHALL IB CLEARLY NOTED R THE DRAWINGS.ALL "E BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK,EITHER STAMPED, o�t q 2 �/ DO , on the approved drawing(s). COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. STENCILED OR PAINTED. 't �' N71 �W \ 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOLTS SHALL BE MACHINE BOLTS CONFORMING � \ WATER FIELD CONDITIONS,THE DISCRETION OF THE OWNER,ANC AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. TO ASTM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS.THE FAYING SURFACES ' �- 0 METER OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. ` g�' 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES I. ALL STRUCTURAL STEEL SHALL BE ASTM A-36(FY=36 KSI) REg 1 R€B'25' ETS BACK \ IQ/ �- CONC ��� WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. r I. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.BOLTS TO BE 314"AND ASTM A-325 i ' I O I o10 � 'r , 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR REPLACED TO AND MEET AISC SPECIFICATIONS,SECTION 1.16,WELDS TO BE ETOXX AND MEET AISC SPECIFICATIONS,SECTION 1.17.ALL SPECIFICATIONS TO BE LATEST REVISION. THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT,AT THE CONTRACTOR'S EXPENSE. \� \ GV MANHOLE . 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF CS UTI L.BOX HEDGES 1 ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR \ EXIST A/C O �� ,, i OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, 1. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. UNITS O �� EXISTING WALK EXISTING STONE MATERIALS TESTING,REPAIR AND ALL MISCELLANEOUS ITEMS. \ O i R RED ETBA BLEND DRIVEWAY 119 1. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8"DIAMETER STEEL BOLTS AT 16"O.C.,STAGGERED. o 10. THE TERM"OWNER"SHALL REFER TO THE LEGAL OWNER DF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. \ EXIST COVERED 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WCRK SHALL SUFFICE AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS STRUCTURAL LUMBER(R502, R602, R802) PORCH ' SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR \ TWO I. ALL FLOORS,WALLS,CEILINGS&ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN STORY 00 SEAL: � � �S � �� � / 2�' 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING ACCORDANCE WITH THE SPAN TABLES FOUND B THE RESIDENTIAL CODE OF NEW YORK STATE S FRAME HOUSE `2 \ PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OR IN ACCORDANCE WITH AF&PA 1 NDS AND ASCE-7. DO NOT SCALE DRAWINGS 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND 6 �r7� p v L ALL RIGHTS RESERVED SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS E THE WORK. 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE#2 OR BETTER WITH THE FOLLOWING 3 O MINIMUM STRESS GRADES: All drawings, specifications, and copies 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANYTIME TO BE DEFECTIVE OR BENDING STRESS Fb=Base:875 Adj:1107 PSI \ P/ / / Q)' C-, thereof furnished by the Architect and his SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. \ r' (b Consultants are and shall remain their SHEAR STRESS Fv=95 PSI / 48 / 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, MODULUS OF ELASTICITY E=1.6 x 106 PSI \\ \ '+�� t*,,s 8 property. They are not to be used on this or AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION / any other project unless written permission is AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. S. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY simpson OR EQUAL. \ N given by the Engineer and his Consultants. 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES P. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE(PTP)TIMBER. �, COPYRIGHT 2022 AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR"E"TYPE 4.3' GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. I. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK ORA \ � / / LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION \ REQUIRED s5'SETBACK PERGOLA 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK BODY THAT COMPLIES WITH DOC PS 20. AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR PLUMBING AND HEATING WORK(P2502, &R303.10) \ \ REQUIRED 25' ETBACK SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME \ / ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 1. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER PIPING SHALL CONFORM TO 0 \ / L-+ 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE BBCURB RESIDENTIAL CODE OF THE STATE NEW YORK. \ \ / 1313.CURD 10-16-22 Town Submission 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. \ \ No. Date Remark 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTSR2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW.UCTION. S \ \ G \�� / / REVISIONS HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. 25 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN.CONTRACTOR TO MODIFY AS REQUIRED TO BE L 0 T Title- SUITABLE / O SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. / ,�� GENERAL NOTES 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS&PAY ALL FEES REQUIRED FOR HIS WORK. � / & SITE PLAN ELECTRICAL WORK(E3401) \ ,Q IV INV 1. ALL ELECTRICAL WORK ICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF / NEW YORK STATE,THE NATIONAL ELECTRIC CODE,THE LOCAL POWER CO.AND ALL v J APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY S6, / Drawn by: RM Checked by: MAA ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION Date: 11/25/20 Scale: As Note INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY Job No.: 200-0-2 UPON COMPLETION. maza 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN \ / PROPOSED Drawing No. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. , SITE PLAN A N 3. ALL ELECTRICAL FIXTURES,SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. \/\ SCALE = 1" = 20'-009 P PROPOSED INTERIOR FASTENING SCHEDULE BASED ON TABLE 602.3. 1 2020 NYS RESIDENTIAL CODE RENOVATIONS NAILING SCHEDULE TABLE R402.2MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION WIND-BORNE DEBRIS REGION MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fc)a ROOF FRAMING This project is not located in a wind borne debris region. WEATHERING POTENTIAL 350 LAUREL WAY 1 Blocking Between ceiling joists or rafter to top plate 4-8d BOX(2 Y2")or 3-8d common Toe nail TYPE OF LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE LAUREL, NY 2 Ceiling Joist to top plate 4.8d BOX(2 2")or 3-8d common Per joist,toe nail BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT 2,500 2,500 2,500 c 3 Ceiling joist not attached to parallel rafter,laps over partition 4-10d BOX(3")or 3-16d common Face nail EXPOSED TO THE WEATHER (see Sections R802.5.2&Table R802.5.2 BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 2,500 2,500 2,500 TABLE 1:MINIMUM INSULATION THICKNESS C 4 Ceiling joist attached to parallel rafter(heel joint) Face nail FOR CIRCULATING HOT WATER PIPES(IEC R403.4) GARAGE FLOOR SLABS Table R802.5.2 EXTERIOR WALLS AND FOUNDATION WALLS, (see Sections R802.5.2&Table R802.5.2 TABLE 1:MINIMUM INSULATION THICKNESS FOR BASEMENT WALLS,OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3000 ENGINEER'd d 5 Collar tie to rafter,face nail or 11/"x 20 ga.ridge strap to rafter 4-10d BOX(3")or 3-10d common Face nail each rafter CIRCULATING HOT WATER PIPES(IEC R403.4) PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 6 Rafter or roof truss to plate 3-16d BOX(3112")or 3-10d common 2 toe nails on one side and 1 toe nail on FLUID TEMP.RANGE MINIMUM READ.INSUL. 2,500 3,000 d,e,f WEATHER,AND GARAGE FLOOR SLABS. 3,500 d,e,f MICHAEL ANGELONE PE LLC opposite side of each rafter of truss Forn pound per square inch=6.695 kPa. MICHAEL ANGELONE a.Strength at 28 days pal 1 �� ABOVE 105°F R-3 b.See table R301.2(1)for weathering potential. 4 POND PLACE Roof rafters to ridge,valley or hip rafters or roof rafter to 4-16d(3/ )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. 7 minimum 2"ridge beam1 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. 3-16d BOX(3/ )or Z-16d common End nail BELOW 55o F R-3 e.See section R402.2 for maximum cementitious material content OYSTER BAY N.Y. 11771 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 N specified compressive strength of the concrete is increased to not less than 4,000 psi. 8 Stud to stud(not at braced wall panels) 16d common(3 z"x 0.162") 24"o.c.face nail L.:516.922.2024 FAX: 516.453.6002 10d BOX(3"x 0.128"),or 3"x 0.131"nails 16"o.c,face nail 9 Stud to stud and abutting studs at intersecting wall 16d BOX(3112"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail TABLE 2:MINIMUM INSULATION THICKNESS TABLE R403.1 MIN.WIDTH&THICKNESS FOR CONCRETE FOOTINGS a" CONSULTANT: corners(aINCHES,t braced wall panels) 16d common(3112"x 0.162") 16"o.c.face nail FOR HVAC PIPES(IEC R403.5.3) (INCHES) 16d common 3112"x 0.162" 16"o.c.each ed a face nail INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL SNOW LOAD STORY AND LOAD-BEARING VALUE OF SOIL(PSF) ( ) g OR ROOF LIVE TYPE OF ' 10 Built-upheader 2"to 2"header with Y2"spacer ( ) 16d BOX 3112"x 0.135" 12"o.c.each edge face nail RESISTANCE OF R-3 SHALL BE APPLIED TO THE FOLLOWING: LOAD STRUCTURE +sou 2,000 2600 3,000 3600 4,000 Y __ 6 ( ) 9 LIGHT-FRAME CONSTRUCTION 1!., - °"' •- `�! - !'; 11 Continuous header to stud 5-8d BOX(2112"x 0.113"),or 4-8d common Toe nail 1.PIPING 4"DIAM.AND LARGER 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD 1story-slab-on-grade +2 x 6 uxs 112x6 +2x6 +2x6 ,2x s p4 RJ M DRAFTING '(' 1 story-with crawl space +2 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 16d common 3112"x 0.162" story-plus basement 18 X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6AND-DESIGNS 12 Top plate to top plate ( „ ) ,� 16"o.c.face nail 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 6 112 x 6 +2 x 6 112 x 6 12 x s ••, 10d BOX(3„x 0.128"),or 3 x 0.131 nails 12"o.c.face nailR 2story-withcrewl space 16X6 12X6 12X6 12X6 12X6 12X6 Face nail on each side of end joint min.24" 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 6.BURIED IN PIPING 2story-plus basement 22 16x6 13x6 112x6 12x6 ,zxs I ' Double top plate splice for SDCsA-D2 with seismic I ( ,*1111 r :.�,t,,.,•�,�,1,'' 8-16d common,or 12-16d BOX 3 story-slab-on-grade 114 x 6 12 x s 12 x 6 112 x 6 12 x 6 12 x s ° 13 braced wall line spacing<25' lap splice length each side of end joint) 3story-with crawl space 19x6 14X6 112x6 12X6 12X6 12x6 7 0 L D L A N D E R S C T Double to late splice for SDCs DO D1 or D2 and Face nail on each side of end joint(min.24" 3 story•with basement 25 x 8 ,9 x 6 15 x 6 113 x s 12 x 6 112 x 6 p p p 12-16d(3 1/2"x 0.135 ) lap splice length each side of end joint) LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER a,b S M I T H T 0 W N, N Y 1 1 7 8 7 braced wall lisle spacing>25' 1story-slab-on-grade 12x6 112x6 12x6 12x6 12x6 +zxs .�. ralph®rjmdesignsny.com 16d common(3112"x 0.162") 16"o.c.face nail fn 1 story-with crawl space 15 X 6 12 x 6 12 X 6 _12X6 12 X 6 12 X 6 14 Bottom plate to joist,rim joist,band joist or blocking rL story-plus basement 2+x 6 15X6 12 x 6 12 x 6 12 x 6 112 x 6 (516) 818-5368 FAX (866) 789-7930 (not at braced wall panels) 16d BOX(3112"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail N 2 story-slab-on-grade 15 x 6 112 X 6 112 X 6 12 X 6 12 x 6 12 X 6 2 story-with crawl space 20 X 6 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 15 Bottom plate to joist,rim joist,band joist or blocking 3-16d BOX(3112"x 0.135"),or 3 each 16"o.c.face nail DESIGN LOADS AND SPECIFICATIONS 2 story-plus basement 26 x 8 20 x 6 16 X 6 13 X 6 12 x 6 12 x s (at braced wall panels) 2-16d common(3112"x 0.162") 2 each 16"o.c.face nail 3 story-slab-on-grade 20 X 6 15 X 6 12 x 6 12 x 6 12 X 6 12 x 6 Contractor must verify all measurements and GROUND SNOW LOAD 25 PSF 3 story-with crawl space 26 X 8 19 X 6 15 X 6 13 X 6 12 X 6 12 X 6 conditions prior to beginning any work. 4-8d BOX(2112"x 0.113"),or 3-16d BOX,or Toe nail 3 story basement 32X11 24X7 19X6 +6X6 14X6 12X6 PSF CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL Report all discrepancies to the Engineer in CEILING LIVE LOAD 20 3-16d BOX,or 4-8d common 1 story-slab-on-grade 14 X 6 112 X 6 12 X 6 +2 X 6 12 X S 12 X 6 16 Top or bottom plate to stud SECOND FLOOR LIVE LOAD 30 PSF 1 story-with crawl space 19 x 6 14 X 6 1z x 6 12 x 6 12 x 6 12 X 6 writing. Plans subject to approval by all 3-16d BOX(3112"X 0.135"),or End nail FIRST FLOOR LIVE LOAD 40 PSF I story-plus basement 25 X 8 19 x 6 15 X 6 13 x 6 +2 x 6 12 x 6 2-16d common(3112"x 0.162") WIND SPEED 130 MPH 2 story-slab-on-grade 23 X 7 18 X 6 +4 X 6 12 X 6 +2 X 6 +2 X 6 3-10d BOX 3"x 0.128" or 2-16d common 2 story-with crawl space 29 X 9 22 x 6 17 x 6 +4 x 6 12 X 6 +2 x 6 governmental agencies having jurisdiction. 17 Top plates,laps at corners and intersections ( ). Face nail SEISMIC DESIGN CATEGORY C 2 story basement 35x,2 26 X 8 21 X6 17 x 6 ,s x 6 13 x 6 The Engineer has not been retained for an 18 1"brace to each stud and plate 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail WEATHER INDEX SEVERE 3 story slab-on-grade 32 X 11 24 X 7 119 x 6 16 X 6 14 X 6 12X6-' g y space13 story-with cra I 8 X 1-4 28X9 23X6 I 19X6 16X6 14X6 19 1"x 6"sheathing to each bearing 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail FROST LINE DEPTH 3 FEET 3 story-with basement 43 x 17 33 x 1 26 x 6 1 22 x 6 19 X6 +6 x sP P field supervision or inspection. His TERMITE MODERATE TO HEAVY For SI:finch=25.4mm,Iplf=14.6N/m,Ipound per square foot=47.9Nfm= responsibility is limited to the accuracy of the DECAY SLIGHT TO MODERATE a.Interpolation allowed.Extrapolation Is not allowed. FLOOR FRAMING WINTER DESIGN TEMPERATURE 11 b.Based on32-foot-wide housewith load-bearing center wall that carries half of the tributary attic, plan. The Engineer is further not responsible 21 Joist to sill to late or girder BdBOX 2112"x0.113" or common Toenail and floor framing.Forevery2feetofadjustmenttothewidthofthehouse,addorsubtract2Inches p p g' ( ). ICE SHIELD UNDERLAYMENT REQUIRED YES of footing width and+inch of footing thickness(but not less than 6 inches thick). for any damage arising out of the contractor's 22 Rim joist,band joist or blocking to sill or top plate 4-8d BOX(2112"x 0.113") 4"o.c.toe nail(roof applications also) 8d common(2112"x 0.131"),or 10d BOX 6"o.c,toe nail failure to execute the work exactly as shown 23 1"x 6"subfloor to each joist 3-8d BOX(2112"x 0.113"),or 2-8d common Face nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b'`AS PER MINIMUM DESIGN DEAD LOADS*AS PER TABLE C3-1 ASCE 7-10 on the approved drawing(s). 24 2"subfloor to joist or girder 3-16d BOX(3112"x 0.135"),or 2-16d common Blind and face nail TABLE R301.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE COMPONENT LOAD s 25 2"planks(plank&beam--floor&roof) 3-16d BOX(31/2"x 0.135"),or 2-16d common At each bearing,face nail 26 Band or rim joist to joist 3-16d common(3112"x 0.162")or 4-10d box End nail STRUCTURAL MEMBER ALLOWABLE CEILING S DEFLECTION GYPSUM BOARD(112-in.) 7.0 20d common(4"x 0.192"),or Nail each layer 32"o.c.at top&bottom,staggered GYPSUM BOARD 518-in. 9.0 t. �;• r. , _r 1. 27 Built-up girders and beams,2-inch lumber layers " RAFTERS HAVING SLOPES GREATER THAN 3112 ; p 9. y 1111 . ... , 24 o.c.face nail at to &bottom staggered L1180 SUSPENDED STEEL CHANNEL SYSTEM 2.0 �, :,( t=' 10d box(3 x 0.128 ) or 3 x 0.131 nails p gg WITH NO FINISHED CEILING ATTACHED TO RAFTERS F. ,. � . .. w " .. ' on opposite sides COVERINGS, ROOF, AND WALL INTERIOR WALLS AND PARTITIONS H1180 28 Led er strip supporting joist or rafter 4-16d BOX 3112"x 0.135" ,or 3-16d common At each joist or rafter,face nail ASPHALT SHINGLES 2.0 9 p pp 9 J ( ) FLOORS AND PLASTERED CEILINGS LJ360 2-10d 3"x 0.128" 'box or 2-8d common Each end toe nail GYPSUM SHEATHING 112-in. 2.0 29 Bridging to joist on blocking to joist ( 28")'box, � ALL OTHER STRUCTURAL MEMBERS L/240 SPACING OF FASTENERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H1360 PLYWOOD(per 112-in.) 1.6 kt DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c RIGID INSULATION 112-in. 0.75 '' - Edges inches h Intermediate su supports Inches c,a EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240 9 ( ) PP (inches) EXTERIOR WALLS-WIND LOADSa SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 WITH FLEXIBLE FINISHES L1120 WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING #" rd BITUMINOUS,SMOOTH SURFACE _- 6d common(2"x 0.113")nail(subfloor,wall)I 6" 12" f NOTE:L=SPAN LENGTH,H=SPAN HEIGHT WATERPROOFING MEMBRANE 1.5 30 8".2" I a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 71MES THE COMPONENT AND CLADDING LOADS FOR THE 8d common(2112„x 0.131")nail(roof) PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN FLOORS AND FLOOR FINISHES SEAL: 31 1%2"-1" 8d common nail(2112"x 0.131") or RSRS-01 nail(roof) 6" 12" f b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF CANTILEVER c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING CERAMIC OR QUARRY TILE(314-in.) 10d common(3"x 0.145")nail,Or 6" 12" WALL OFGLASS OF ROR ASANDWICH PANEONS OR LS, THE TIO OTAL LOAD DEFERS THE LECTION LOAD SHALL ONSHALLEXCEED U60.FOR NOT EXCEED NDo CH PANELS USED IN ROOFS OR ON 112-in.MORTAR BED 16.0 DO NOT SCALE DRAWINGS 32 1 Y8"-1%" 8d common(2112"x 0.131")deformed nail ALL RIGHTS RESERVED EXTERIOR WALL STRUCTURAL PANELS TO RESIST WIND PRESSURE T ,114-in. 1.0 All drawings, specifications, HARDWOOD FLOORING,TILE, 4.0 MIN.WD STRUCTURAL WOOD STRUCTURAL WALL TO STUD NAIL SPACING LINOLEUM OR ASPHALT ILEand copies TABLE R401.4.1 SUBFLOORING,314-in. 3.0 thereof furnished by the Architect and his MINIMUM NAIL SIZE NAIL PENETRATION PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. Consultants are and shall remain their 6d common nail3 „ LOAD-BEARING JOIST SIZES in. property. They are not to be used on this or /a 1.5 INCH 2410 16 O.C. 6 12 PRESSURE ( ) O.C. O.C. (2.0"x 0.113") CLASS OF MATERIAL SQUOUNDSPER ARE FOOT) 2x6 6 5 any other project unless written permission is 8d common nailgiven by the Engineer and his Consultants. (2112"x 0.131") 1.75 INCH7 24116 16 16"O.C. 6" 12" CRYSTALLINE BEDROCK 12,000 2x8 6 6 ©COPYRIGHT 2022 INTERIOR GYPSUM WALL BOARD SEDIMENTARY&FOLIATED ROCK 4,000 2x10 7 6 SANDY GRAVEL WOR GRAVEL(GW&GP) 3,000 2X12 8 7 GYPSUM BOARD FRAMING MEMBER SPACING OF FASTENERS GYPSUM BOARD THICKNESS APPLICATION ORIENTATION TO FRAMING SPACING SIZE OF NAILS TO WOOD FRAMING SAND,SILTY SAND, & CLCLAYEYAYEY GRAAND,SILTY 2 000 FRAME PARTITIONS NAILS SCREWS O.C. (SW,SP,SM,SC,GM&GC) 1 • WALL EITHER DIRECTION 16"O.C. 811 16 CLAY,SANDY CLAY,SILTY CLAY,CLAYEY WOOD OR STEEL STUDS 112-in.GYP.BOTH SIDES 8.0 CEILING EITHER DIRECTION 16" 7" 12" 5d cooler nails SILT,SILT&SANDY SILT(CL,ML,MH&CH) 1,500 b FRAME WALLS CEILING EITHER DIRECTION 16"D.C. 7" 12" for SI:1pound per square foot=0.0479 lips EXTERIOR STUD WALLS: 8" fid cooler nails a.where soil tecta are required by section R401.1,the allowable bearing capacities of the soil WALL EITHER DIRECTION 16"O.C. 8" 16" shall be part of of the recommendations. 2X4 @ 16-In.,518-in.GYPSUM, 11.0 1 10-16-22 Town Submission TYPE'X'AT GARAGE T " b.where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 INSULATED 318-in.SIDING g" CEILING BELOW THE PERPENDICULAR 16"O.C. 6" 6w 1 8 long 6d coated nails or equivalent drywall screws. psi are likely to be present at the site,the allowable bearing capacity shall be determined by a soil Investigation. No. Date Remark HABITABLE SPACE IScrews shall comply with Section R702.3.5.1 2x6 @ 16-in.,518-in.GYPSUM, 12.0 REVISIONS INSULATED,318-in.SIDING a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum WARM ROOF SNOW LOADS: 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 EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 Title: AS PER TABLE ASCE 2010 SECT.7.4 AND FIGURE 7-2 larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR SCHEDULES b. Staples are 16 gage wire and have a minimum%6 inch on diameter crown width. SLOPE CS GSL LIVE LOAD PLASTER,ADD 5 lb/ft!FOR EACH FACE PLASTERED. VALUES c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 3:12 0.85 X 45 PSF 40 PSF GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). 4:12 0.8 X 45 PSF 36 PSF CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. AND CODE 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 5:12 0.74 X 45 PSF 34 PSF 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 6:12 0.67 X 45 PSF 30 PSF wind speed is 130 mph or greater but less than 140 mph. 7:12 0.6 X 45 PSF 27 PSF g. GypSLlm sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. 8:12 0.56 X 45 PSF 25 PSF Drawn by: RM Checked by: MAA 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. 9:12 0.51 X 45 PSF 23 PSF Date: 11/25/20 Scale: As Note Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor 10:12 0.48 X 45 PSF 22 PSF sheathing panel edges perpendicular to the framing members need not to be provided except as required by other provisions of this code.Floor perimeter 11:12 0.44 X 45 PSF 20 PSF 10 No.: 20002 shall be supported by framing members or solid blocking. 12:12 (0.38) X (45 PSF) 18 PSF 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 Drawing No. 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. j. RSRS-•01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION PROPOSED �~ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA R403.1 Controls(Mandatory).At least one thermostat shall be R403.6 Mechanical ventilation(Mandatory).The building shall be provided RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS provided for each separate heating and cooling system. with ventilation that meets the requirements of the International Residential INTERIOR .�, A continuous air barrier shall be installed in R403.1.1 Programmable thermostat.The thermostat controlling the Code or International Mechanical Code,as applicable,or with other approved the building envelope. Air-permeable insulation shall not be R401.3 Certificate(Mandatory).A permanent certificate shall be completed primary heating or cooling system of the dwelling unit shall be capable means of ventilation. Outdoor air intakes and exhausts shall have automatic General requirements The exterior thermal envelope contains a g of controlling the heating or gravity dam RENOVATIONS q � P used as a sealing material. by the builder or other approved party and posted on a wall in the space g g and cooling system on a daily schedule to g ty pers that close when the ventilation system is not operating. continuous air barrier. maintain different temperature R403.6.1 Whole-house mechanical ventilation s where the fumace is located,a utility room or an approved location inside the p ature set points at different times of the day. system fan --�, Breaks or joints in the air barrier shall be sealed. building.Where located on an electrical panel,the certificate shall not cover This thermostat shall include the capability to set back or temporarily efficacy.Fans used to provide whole-house mechanical ventilation shall The air barrier in any dropped ceilin (soffit or obstruct the visibility of the circuit directory label,service disconnect label operate the system to maintain zone temperatures down to 55 meet the efficacy requirements of Table R403.6.1. shall be aligned with the insulation and any The insulation in any drtopped or other required labels.The certificate shall list the predominant R-values of degrees Fahrenheit(13 C)or up to 85 degrees Fahrenheit(29 C). Exceptions:Where mechanical ventilation fans are integral to tested and Ceiling/attic gaps in the air barrier shall be sealed. ceiling/soffit shall be aligned with insulation installed in or on ceiling/roof,walls,foundation(slab,basement The thermostat shall be initially be programmed by the manufacturer listed HVAC equipment,they shall be powered by an electronically 6;an h line tgkc-Of�S e�d)O�r. ��., `-- ' the air barrier. wall,crawlspace wall and floor)and ducts outside conditioned spaces; with a heating temperature set no higher than 70 degrees Fahrenheit commutated motor. 350 LAUREL WAY -_ _ ✓ Access openings,drop down stairs or knee wall 21 C and a cooling temperature set point no lower than 78 degrees doors to unconditioned attic spaces shall be sealed. U-factors for fenestration and the solar heat gain coefficient(SHGC)of ( ) 9 P P 9 LAUREL, NY I� fenestration,and the results from any required duct system and building Fahrenheit(26 C). R403.7 Equipment sizing and efficiency rating(Mandatory).Heating and Cavities within corners and headers of envelope air leakage testing done in building.Where there is more than one R403.1.2 Heat pump supplementary heat(Mandatory).Heat cooling equipment shall be sized in accordance with ACCA Manual S based ' frame walls shall be insulated by value for each component,the certificate shall list the value covering the pumps having supplementary electric-resistance heat shall have on building loads calculated in accordance with ACCA Manual J or other The junction of the foundation and the sill plate controls that except during defrost prevent supplemental heat approved 9 9 9 P Tx.�n.,.:•��;- tt�•t r�,.�,�,� jt;Y> completely filling the cavity with a largest area.The certificate shall list the types of efficiencies of heating, P 9 ,P pP roved heatin and cooling calculation methodologies. New or replacement in ;� : N<� .rr shall be sealed. material having a thermal resistance of cooling and service water heating equipment.Where a as-fired unvented operation when the heat pump compressor can meet the heating heating and cooling equipment shall have an efficiency rating equal to or r.,�,: , _ ► 9 9 9g P 9 9 9Y 9 q Walls The junction of the top plate and the top of exterior R-3 per inch minimum. room heater,electric furnace or baseboard electric heater is installed in the q Y geographic walls shall be sealed. load. greater than the minimum required b federal law for the location �� Exterior thermal envelope insulation for residence,the certificate shall list"gas-fired unvented room heater,""electric where the equipment is installed. ENGINEER: 2) "_. Knee walls shall be sealed. R403.3.2 Sealing(Mandatory).Ducts,air handlers and filter boxes `�- r framed walls shall be installed in furnace"or"baseboard electric heater,"as appropriate.An efficiency shall not shall be sealed.Joints and seams shall comply with either the - _.._.. .....__.�.__.___.....-_ .. _ . ..; substantial contact and continuous be listed for as-fired unvented room heaters,electric furnaces or electric R403.8 Systems serving multiple dwelling units(Mandatory).Systems MICHAEL ANGELONE PE LLC 9 Mechanical lira of New York State or Residential Code of New York serving multiple dwelling units shall comply with Sections C403 and C404 of MICHAEL ANGELONE alignment with the air barrier. baseboard heaters. State,as applicable. the(ECC-Commercial Provisions in lieu of Section R403. The space between window/doorjamb and Exceptions: Windows,skylights& P R402.4 Air leakage(Mandatory).The building thermal envelope 1.Air-impermeable spray foam products shall be 4 POND PLACE doors framing,and skylights and framing shall be sealed. R403.9 Snow melt and ice system controls(Mandatory).Snow-and ice shall be constructed to limit air leakage in accordance with the T i ca I Duct g permitted to be applied without additional joint OYSTER BAY N.Y. 11771 meltingsystems,supplied through ever service to the building,shall include ' S ea I i n g Detail requirements of section R402.4.1 through R402.4.5 seals. Y PP g energy g' Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. q g automatic controls capable of shutting off the system when the pavement TEL.:516.922.2024 FAX: 516.453.6002 SCALE: N.T.S. R402.4.1 Building thermal envelope.The building thermal envelope 2.For ducts having a static pressure classification of Floor framing cavity insulation shall be shall comply with Sections R402.4.1.1 and R402.1.2.The sealing less than 2 inches of water column(500 Pa), temperature is above 50 degrees Fahrenheit t C),and no precipitation is installed to maintain permanent contact methods between dissimilar materials shall allow for differential additional closures stems shall not be required for falling and an automatic or manual control that will allow shutoff when the with the underside of subfloor decking, Y q CONSULTANT: expansion and contraction. continuously welded joints and seams and outdoor temperature is above 40 degrees Fahrenheit(4.8 C). or floor framing cavity insulation shall e-5 Floors(including The air barrier shall be installed at any exposed R402.4.1.1 Installation.The components of the building locking-type joints and seams other than the ' above garage and be permitted to be in contact with the thermal envelope as listed in table R402.4.1.1 shall be snap-lock and button-lock es. R403.10 Pools and permanent spa energy consumption(Mandatory). / 9 9 edge of insulation. P p types. top side of sheathing,or continuous The energy consumption of pools and permanent spas shall be in accordance cantilevered floor) insulation installed on the underside of installed in accordance with the manufacturers instructions R403.3.2.1 Sealed air handler.Air Handlers shall have a and the criteria listed in table R402.1.1,as applicable to the manufacturer's designation for an air leakage of no more than with Sections R403.10.1 through R403.10.3. I RJM DRAFTING . '' floor framing and extends from the method of construction.Where required b the code official, g AND-DESIGNS bottom to the to of all perimeter floor q Y 2 percent of the design air flow rate when tested in P P an approved third party shall inspect all components and accordance with ASHRAE 193. R403.10.1 Heaters.The electric power to heaters shall be controlled : framing members. by a readily accessible on-off switch that is an integral part of the �' r verify compliance. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested heater mounted on the exterior of the heater,or external to and within CEILING GYPSUM BOARD Exposed earth in unvented crawl spaces shall Where provided instead of floor insulation, R402.4.1.2 Testing.The building or dwelling unit shall be to determine air leakage b one of the following methods: �7 r' t AS AIR BARRIER Crawl space walls be covered with a Class I vapor retarder with insulation shall be permanently attached tested and verified as having an air leakage rate not g Y 9 3 feet(924 mm)of the heater.Operation of such switch should shall I 1.Rough-in test:Total leakage shall be measured with a not change the setting of the heater thermostat.Such switches shall 7 0 L D L A N D E R S C T �- overlapping joints taped. to the crawl space walls. exceeding five air changes per hour in climate zones 1 and 2, pressure differential of 0.1 inch w.g.(25 Pa)across the be in addition to a circuit breaker for the power to the heater.Gas-fired S M I T H T 0 W N, N Y i 1 7 8 7 CONTINUOUS BEAD OF SEALANT and three air changes per hour climate zones 3 through 8. Duct shafts,utility penetrations,and flue shafts system,including the manufacturer's air handler enclosure heaters shall not be equipped with continuously burning ignition pilots. Testing shall be conducted in accordance with ASTM E 779 or ral h®r mdesi nsn com Shafts,penetrations opening to exterior or unconditioned space shall g if installed at the time of the test.All registers shall be taped P g p' CONTINUOUS BEAD OF SEALANT be sealed. ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 or otherwise sealed during the test. R403.10.2 Time switches.Time switches or other control methods that can (516) 818-5368 FAX (866) 789-7930 Pascals).Where required by the code official,testing shall be 2. Post construction test:Total leakage shall be measured automatically turn off and on according to a preset schedule shall be installed Batts in narrow cavities shall be cut to fit, conducted by an approved third party.A written report of the with a pressure differential of 0.1 inch w. 25 Pa across for heaters and um motors.Heaters and um motors that have built-in Contractor must verify all measurements and �-CONTINUOUS MINIMAL EXPANDING or narrow cavities shall be filled by results of the test shall be signed by the party conducting the g'( , ) pump pump �' FOAM AT WINDOW PERIMETER Narrow cavities insulation that ie installation readilythe entire system,including the manufacturers air handler time switches shall be in compliance with this section. test and provided to the code official.Testing shall be enclosure.Registers shall be taped or otherwise sealed Exceptions: conditions prior to beginning any work. conforms to the available cavity space. performed at any time after creating of all penetrations of the duringthe test. 1.Where the public health standards require 24-hour building thermal envelope. p q Report all discrepancies to the Engineer in WINDOW UNIT AS AIR BARRIER Air sealing shall be provided between the Exceptions: pump operation. writing. Plans subject to approval by all Garage separation garage and conditioned space. 1.A duct air leakage test shall not be required where the ducts and 2.Pumps that operate solar-and waste-heat-recovery pool heating systems. During testing: air handlers are located entirely within the building thermal R403.10.3 Covers.Outdoor heated pools and outdoor permanent spas shall CONTINUOUS MINIMAL EXPANDING Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building 1.Exterior windows and doors,fireplace and stove p p P governmental agencies having jurisdiction. 9 9 9 9 envelope. be provided with a vapor-retardant cover or other approved Recessed lighting doors shall be closed,but not sealed,beyond the p P pp FOAM AT WINDOW PERIMETER envelope shall be sealed to the finished surface. thermal envelope shall be airtight an IC rated. 2.A duct air leakage test shall not be required for ducts serving heat vapor-retardant means. The Engineer has not been retained for any intended weatherstripping or other infiltration or energy recovery ventilators that are not integrated with ducts Exception:Where more than 70 percent of the energy for Batt insulation shall be cut neatly to fit control measures. field supervision or inspection. His serving heating or cooling systems. heating,computed over an operated season is from around wiring and plumbing in o exterior walls, 2.Dampers includingexhaust,intake, close air, A written report of the results of the test shall be signed b site-recovered energy,such as from a heat um or solar energy source responsibility is limited to the accuracy of the BEAD OF SEALANT Plumbin and whin p P p g y gy, p p gy ,//-CONTINUOUS g g or insulation that on installation readily backdraft and flue dampers shall be closed,but not conforms to available space shall extend the party conducting the test and provided to the code official. covers or other vapor-retardant means shall not be required. sealed beyond intended infiltration control plan. The Engineer is further not responsible behind piping and wiring. measures. CONTINUOUS BEAD OF ADHESIVE R403.3.5 Building cavities(Mandatory).Building framing cavities R403.11 Portable spas(Mandatory).The energy consumption of for any damage arising out of the contractor's Shower/tub The air barrier installed at exterior walls adjacent Exterior walls adjacent to showers 3. Interior doors,where installed at the time of the test, shall not be used as ducts or plenums. electric-powered portable spas shall be controlled by the requirements of on exterior walls to showers and tubs shall separate the wall from and tubs shall be insulated. shall be open. AFSP-14. failure to execute the work exactly as shown CONTINUOUS BEAD OF SEALANT the showers and tubs. 4.Exterior doors for continuous ventilation systems R403.4 Mechanical system piping insulation(Mandatory). and heat recovery ventilators shall be closed and Mechanical system piping capable of carrying fluids above 105 R404.1 Lighting equipment(Mandatory).Not less than 90 percent of the on the approved drawing(s). Electrical/phone box The air barrier shall be installed behind the sealed. degrees Fahrenheit(41 C)or below 55 degrees Fahrenheit(13 C) permanently installed lighting fixtures shall contain only high-efficacy lamps. on exterior walls electrical or communication boxes or air-sealed 5.Heating and cooling systems,if installed at the time shall be insulated to a minimum of R-3. boxes shall be installed. of the test, shall be turned off. R403.4.1 Protection of piping insulation.Piping insulation R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting HVAC supply and return register boots that penetrate 6.Supply and return registers,if installed at the time exposed to weather shall be protected from damage,including that systems shall not have continuously burning pilot lights. HVAC register boots Y 9 P caused b sunlight,moisture,equipment maintenance and wind, building thermal envelope shall be sealed to the of the test,shall be fully open. ,.• s'r. .� , . and shall provide shielding from solar radiation that can cause subfloor,wall covering,or ceiling penetrated by the boot. R402.4.2 Fireplaces.New wood-burning fireplaces shall have degradation of the material.Adhesive tape shall not be permitted. ` When required to be sealed concealed fire sprinklers CEILING GYPSUM BOARD tight-fitting flue dampers or doors and outdoor combustion air.Where R403.5 Service hot waters stems.Ener conservation "' " shall only be sealed in a manner that is recommended by Y 9Y AS AIR BARRIER Concealed sprinklers the manufacturer.Caulking or other adhesive sealants using tight-fitting doors on factory-built fireplaces listed and labeled in measures for service hot water systems shall be in accordance .� accordance with UL 127 the doors shall be tested and listed for the shall not be used to fill voids between fire sprinkler cover � with R403.5.1 through R403.5.4. \--CONTINUOUS BEAD OF SEALANT fireplace. and walls or ceilings. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory).Heated water circulation systems shall be in N `.} r.. 7°• ry- "CONTINUOUS BEAD OF SEALANT R402.4.3 Fenestration air leakage.Windows,skylights and sliding ? f, accordance with Section R403.5.1.1.Heat trace temperature TABLE R403.6.1 glass doors shall have an air infiltration rate of no more than 0.3 cfm .R- A ers ware foot 1.5 L/s/m^2 and swinging doors no more than 0.5 maintenance systems shall be in accordance with Section R403.5.1.2. _ CONTINUOUS MINIMAL EXPANDING WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY p q ( ),^ g g Automatic controls,temperature sensors and pumps shall be cfm per square foot(2.6 L/s/m 2),when tested according to NFRC accessible.Manual controls shall be readily accessible. o SEAL: FOAM AT WINDOW PERIMETER FAN LOCATION AIR FLOW RATE MINIMUM MINIMUM EFFICACY AIR FLOW RATE MAXIMUM 400 OR AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, Y"GYP.BD.FINISH WITH ALL (CFM) (CFM/WATT) (CFM) independent laboratory and listed and labeled by the manufacturer. R403.5.1.1 Circulation systems.Heated water circulation EXPOSED CAVITIES TO BE FILLED TO Exception:Site-built windows,skylights and doors. systems shall be provided with a circulation pump.The FULL DEPTH WITH INSULATION -WINDOW UNIT AS AIR BARRIER Range hoods Any 2.8 cfm/watt Any P system return pipe shall be a dedicated return pipe or a cold HAVING A MIN.NOMINAL VALUE OF DO NOT SCALE DRAWINGS In-line fan Any 2.8 cfm/watt Any water supply pipe.Gravity and thermosyphon circulation R-3 PER INCH, IN ACCORDANCE ALL RIGHTS RESERVED R402.4.4 Rooms containing fuel-burning appliances.In climate systems shall be prohibited.Controls for circulating hot water WITH SECTION AJ 104 OF NYS Bathroom,utility room 10 1.4 cfm/watt <90 zones 3 through 8,where open combustion air ducts provide Y p 9 s POLYSTYRENE RIGID All drawings, specifications, and copies CONTINUOUS MINIMAL EXPANDING g p system pumps shall start the um based on the identification INSULATION R-3.0 BUILDING CODE TYP. Y P P pump INSULATION(R-3.0) thereof furnished b the Architect and his Bathroom utility room 90 2.8 cfm/watt Any combustion air to open combustion fuel-burning appliances,the y /-FOAM AT WINDOW PERIMETER appliances and combustion air opening shall be located outside the of a demand for hot water within the occupancy.The controls Consultants are and shall remain their HRV or ERV Any 1.2 cfm/watt Any shall automatically tum off the pump when the water in the building thermal envelope or enclosed in a room,isolated from inside property. They are not to be used on this or /- -CONTINUOUS BEAD OF SEALANT 2.8 cfm/watt the thermal envelope.Such rooms shall be sealed and insulated in circulation loop is at the desired temperature and when there is any other project unless written permission is A-when tested in accordance with HVI Standard 916 accordance with the envelope requirements of table R402.1.2,where no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems Eave Detail given by the Engineer and his Consultants. the walls,floors and ceilings shall meet not less than the basement shall comply with IEEE 515.1 or UL 515.Controls for such 3 SCALE:N.T.S. ©COPYRIGHT 2022 wall R-value requirement.The door into the room shall be fully CONTINUOUS BEAD OF ADHESIVE systems shall automatically adjust the energy input to the heat TABLE R402.1.2 Basketed and any water lines and ducts in the room insulated in ping tracing to maintain the desired water temperature in the pi INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENET' accordance with Section R403.The combustion air duct shall be in accordance with the times when heated water is used i the CONTINUOUS BEAD OF SEALANT insulated where it passes through conditioned space to a minimum of GLAZED WOOD MASS BASEMENT` SLAB' CRAWL SPACE` R-8 occupancy. CLIMATE FENESTRATION SKYLIGHT" FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VALUE WALL R403.5.2 Demand recirculation water systems.Demand ZONE U-FACTOR° U-FACTOR SHGC h-° R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE &DEPTH R-VALUE Exceptions:1.Direct vent appliances with both intake and exhaust recirculation water systems shall have controls that comply with both of the following: DOUBLE TOP pipes installed continuous to the outside. f The controls shall start the um upon receiving a signal 1 10-16-22 Town Submission 4 0.32 0.55 0.40 49 20 or 13+5" 8113 19 10113 10,2 ft 10113 pump p 9 9 PLATE 2. Fireplaces and stoves complying with both section 11 E Date Remark from the action of a user of a fixture or appliance,sensing �J 5 0.30 0.55 NR 49 20 or 1Reside 2 3+5" 13117 309 15119 10,2 ft 15119 ReResidential Code.and section R1006 of the International the presence of a user of a fixture or sensing the flow of hot SEAM AT REVISIONS h 15120 309 15/19 10,4 ft 15119 sideor tempered water to a fixture fitting or appliance. EXTERIOR EVISIONS 6 Option 1 0.30 0.55 NR 49 20+5 or 13+10 R402.4.5 Recessed lighting.Recessed luminaries installed in the 2.The controls shall limit the temperature of the water entering SHEATHING wa �-CONTINUOUS BEAD OF SEALANT 6 Option 2 0.28 0.55 NR 60 23 cavity 19121 30' 15119 10,4 ft 15119 g g .the cold water piping to not greater than 104 degrees F(40 C) Title: building thermal envelope shall be sealed to limit air leakage between SHADED AREAS conditioned and unconditioned spaces.All recessed luminaries shall R403.5.3 Hot water pipe insulation(Prescriptive).Insulation for hot INDICATE HIGH CONTINUOUS SILL SEALER for SI: 1 foot=304.8 mm be IC rated and labeled as having an air leakage rate not more than water pipe with a minimum thermal resistance(R-value)of R-3 shall DENSITY SPRAY / - FULL WIDTH OF MUDSILL a.R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation, 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a be applied to the following: FOAM INSULATION SCHEDULES & the installed R-value of the insulation shall not be less than the R-value specified in the table. 1.57 psf(75 Pa)pressure differential.All recessed luminaries shall be /\ �-FOUNDATION WALLAS AIR BARRIER sealed with a gasket or caulk between the housing and the interior 1. Piping a inch(19.1 mm)and larger in nominal diameter. AT SEAMS IN NOTE �j\�j\` b.The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.Exception:Skylights may be excluded from glazed wall or ceiling covering. 2. Piping serving more than one dwelling unit. SHEATHING&RIM �\��\� fenestration SHGC requirements in climate zones 1 though 3 where the SHGC for such skylights does not exceed 0.30. 3.Piping located outside the conditioned space. JOIST CONCRETE SLAB AS AIR BARRIER c. 15119 means R-15 continuous insulation on the interior or the exterior of the home or R-19 cavi insulation at the interior of the basement wall. 15119 shall be R402.5 Maximum fenestration U-factor and SHGC(Mandatory).The 4.Piping from the water heater to a distribution manifold. cavity SEAM AT EXTERIOR Drawn by: RM Checked by: MAA permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. area-weighted average maximum fenestration U-factor permitted using 5.Piping is located under a floor slab. SHEATHING "10113"means R-10 continuous insulation on the interior or the exterior of the home or R-13 cavity insulation at the interior of the basement wall. tradeoffs from Section R402.1.5 or R405 shall be in 0.48 in climate zones 4 6.Buried in piping. Date: 11/25/20 Scale: As Noted d.R-5 shall be added to the required slab edge R-values for heated slabs.Insulation depth shall be the depth of the footing or 2 feet,whichever is less in Climate Zones and 5 and 0.40 in climate zones 6 through 8 for vertical fenestration and 0.75 7.Supply and return piping in recirculation systems other than WOOD STUDS o No.: 20002 in climate zones 4 through 8 forskylights.The area-wei area-weighted averageg demand recirculation systems.1 though 3 for heated slabs. g 99Y AT 16 O.C. maximum fenestration SHGC permitted using tradeoffs from Section R405 in Drawing No. e.There are no SHGC requirements in the Marine Zone. q climate zones 1 through 3 shall be 0.50. R403.5.4 Drain water heat recovery units.Drain water heat SILL PLATE f.Basement wall insulation is not required in warm-humid locations as defined by Figure R-301.1 and Table R301.1. recovery units shall comply with CSA B55.2.Drain water heat recovery units shall be tested in accordance with CSA B55.1.Potable g.Or insulation sufficient to fill the framing cavity,R-19 minimum. water-side pressure loss of drain water heat recovery units shall be NOTE: Typical Air Sealing Detail less than 3 psi(20.7 kPa)for individual units connected to one or two EXTERIOR WALL CAVITY SHALL BE INSULATED WITH 2 h.The first value is cavity insulation,the second value is continuous insulation,so"13+5"means R-13 cavity insulation plus R-5 continuous insulation. FIBERGLASS BATTS AFTER SPRAY FOAMING SEAMS SCALE:N.T.S. showers.Potable water-side pressure loss of drain water heat i.The second R-value applies when more than half of the insulation is on the interior of the mass wall. recovery units shall be less than 2 psi(13.8 kPa)for individual units connected to three or more showers. Air Seal Detail A "F SCALE:N.T.S. GENERAL NOTES GENERAL CONDITIONS CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC, ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES PROPOSED (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHOWN AND REPORT AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING CONSERVATION CODE MECHANICAL&GAS COD OFNYS) CODE NYS,2020 ANY WORKPLUMBING CODE OFNYS&2020 FUEL INTERIOR CONTRACTOR TO VERIFY THE EXISTENCE AND STRUCTURAL ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR CRAFTSMANSHIP BY ALL TRADES NOVATIONS TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED DR SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS REPLACED AS REQUIRED. AND OF WORKMANSHIP ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS OF 3000 PSI.AT 28 DAYS. WHERE APPLICABLE TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND 350 LAUREL WAY ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. BE THE CONTRACTOR'S RESPONSIBILITY LAUREL, NY (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER EXTEND TO A MINIMUM DEPTH OF 3'-0"BELOW GRADE. FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS U o SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND a �, ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS EXTERIORS HAND RAKED FREE OF DEBRIS M 0 � W �, =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE _ a CRAWL SPACE N DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND o EXISTING X ENGINEER: FREE OF CONSTRUCTION WASTE WHERE POSSIBLE N a o W MICHAEL ANGELONE PE LLC ALL GLAZING SHALL BE LOW E4 AND CONTAIN A O cli MICHAEL ANGELONE MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U.O.N. CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR o o z PATCH SLAB AS REQUIRED @ REMOVED POOL SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND o N EQUIPMENT XN 4 POND PLACE ALL EXTERIOR WALLS SHALL BE 2"X 4"15 @ 16"O.C.WITH FIRE RUBBISH REMOVAL. �- q x STOPPING. X w X OYSTER BAY, N.Y. 11771 CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. N 4'-2" W ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS TEL.:516.922.2024 FAX: 516.453.6002 REQUIRED TO BE FLUSH. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB �, CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL CONSULTANT: ROOF FRAMING RAFTERS SHALL BE AS.SHOWN. DISCREPANCIES OR OMISSIONS TO THE OWNER. p T ALL DOOR AND WINDOW HEADERS SHALL BE 2-2"X 10"S FOR SPANS WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE TO 6-0 LARGER SPANS SHALL BE AS NOTED. CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE ' DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON ILL IN CRAWL SPACE OPENING ALL EXTERIOR SHEATHING SHALL BE 112"THICK EXTERIOR GRADE THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL 0M DRAFTING PLYWOOD. COMMISSION AND O.S.H.A.REGULATIONS. _ - AND-DE8IGNS RENTAL CHARGES SAFETY PROTECTION AND MAINTENANCE OF - - - - - ALL SUBFLOORS SHALL BE 314"THICK EXTERIOR GRADE PLYWOOD. RENTAL EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. PROVIDE METAL RAFTER TIES AT ALL RAFTER/TOP PLATE CONNECTIONS THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY AND METAL JOIST HANGERS AT ALL FLUSH JOIST/GIRDER CONNECTIONS. COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY,CARE OF I I »m r.d•.•r, c ,. , .•. ,,....•,, ,;,..;:,,' �,.• 7 OLD L A N D E R S CT ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE S M I T H T 0 W N, N Y 1 1 7 8 7 PROVIDE 1"X 3"CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL ex OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING BE CONTRACTOR'S RESPONSIBILITY. ralph®rjmdesignsny.com IS INSTALLED. -------- I I (516) 818-5368 FAX (866) 789-7930 PLAN NOTES: ----- 4 ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM REMOVE TILE FLOORING IN ITS 3112"(R-15)TYPE FIBERGLASS FOILBACK INSULATION &112"RIGID INSULATION(R-3.0) '------- I I ENTIRETY. PREPARE FOR NEW FLOORING Contractor must verify all measurements and ALL ROOF RAFTERS SHALL BE INSULATED WITH A MINIMUM 5112"R-21 - DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS&AROUND ALL OPENINGS r------ conditions prior to beginning any work. TYPE FIBERGLASS FOILBACK INSULATION U.O.N. - INSTALL BRIDGING IN ALL FLOOR&FLAT ROOF JOISTS,CEILING JOISTS,& ;F ' Report all discrepancies to the Engineer in ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING BEAMS.BRIDGING SHALL BE INSTALLED @ 8'-0"O.C.MAX&SHALL BE SOLID ' I PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND WOOD BLOCKING 2"X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING writing. Plans subject to approval by all FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES __ ___ I ( governmental agencies having jurisdiction. SPECIFIED ON THE DRAWINGS. - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& __ ___ INE OF EXISTING POOL. The Engineer has not been retained for an COMPLETELY BY CONTRACTOR I I g y ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 112"THICK -- --- GYPSUM BOARD. - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK field supervision or inspection. His - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE TREATED responsibility is limited to the accuracy of the ALL BATHROOM WALLS TO BE COVERED WITH 11211 THICK PRESERVATIVE(PTP)LUMBER I POOL TO BE FILLED IN. PROVIDE I plan. The Engineer is further not responsible WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. COMPACTED FILL TAMP DOWN TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO - SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM OUTSIDE 5" POURED CONC . SLAB W/ for any damage arising out of the contractor's W.W COATS JOINT COMPOUND. EACH SEPARATE SLEEPING AREA&AT EACH ADDITIONAL STORY OF THE I 6"x6" 10/10 W.W.M. failure to execute the work exactly as shown DWELLING,INCLUDING BASEMENTS&HABITABLE ATTICS,BUT NOT INCLUDING PROVIDE 112"THICK RIGID POLYSTYRENE INSULATION UNDER ALL CRAWL SPACES&UNINHABITABLE ATTICS.SMOKE ALARMS SHALL BE I I on the approved drawing(s). NEW VINYL SIDING. INTERCONNECTED&BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RCNYS SECTION R314.EXISTING BUILDINGS UNDERGOING REPAIR, PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE ALTERATION,CHANGE OF OCCUPANCY,ADDITIONS TO RENOVATION SHALL BE ORAGE WALLS BELOW GRADE. PROVIDED WITH SMOKE ALARM AS PER R314. -- Iw ryr G NO CHANGE •�-�� i•-,T tl�,r ti.,�. - RCNYS-R314.4,EXCEPTION:SMOKE ALARMS INSTALLED TO SATISFY SECTION I I :.' �",• ,: ? ` FOUNDATION NOTES: R314.4.1 ;SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT - BACKFILL BELOW FOOTINGS IF REQUIRED,SHALL BE DONE W/CONCRETE INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM IS NOT CAPABLE OF HAVING A 28 DAY COMPRESSIVE COMPRESSIVE STRENGTH OF 3,000 PSI BEING INTERCONNECTED TO THE EXISITNG SMOKE ALARMS. I I - k•i � i � - - ALL FOOTINGS SHALL HAVE A MINIMUM OF 3-0I OF COVER - - - - - _ - J t►, f• ', ;. - RCNYS-R314.4.1 HEAT DETECTION INTERCONNECTION.HEAT DETECTTION SHALL - PROVIDE'KARNAK,ONE-KOTE'WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS - PROVIDE 6 MIL POLY ETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE a PURPOSE SHALL BE LOCATED IN A HALLWAY,ROOM OR OTHER LOCATION THAT - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& WILL PROVIDE OCCUPANT NOTIFICATION. COMPLETELY BY THE CONTRACTOR SEAL: - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK - CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A - ALL WOOD MEMBERS IN CONTACT W/CONCRETE TO BE PRESSURE BEDROOM OR ITS ATTACHED BATHROOM,A CARBON MONOXIDE ALARM SHALL DO NOT SCALE DRAWINGS TREATED PRESERVATIVE(PTP)LUMBER BE INSTALLED WITHIN 10 FEET OF THE ENTRANCE TO BEDROOM OR SLEEPING ALL RIGHTS RESERVED - ALL NEW EXPOSED SLABS ON GRADE,GARAGE SLABS,FOUNDATION WALLS AND FOOTINGS AREAS.CARBON MONOXIDE ALARMS TO BE INSTALLED IN ACCORDANCE WITH All drawings, specifications, and copies RCNYS SECTION R315 AND SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 28 DAYS EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF thereof furnished by the Architect and his -ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED(1-11)(37)OR OCCUPANCY,ADDITION OR RENOVATION SHALL BE PROVIDED WITH CARBON Consultants are and shall remain their STAINLESS STEEL IN ACCORDANCE W/R317.3 MONOXIDE ALARMS AS PER APPENDIX J OF NYS RESIDENTIAL CODE. property. They are not to be used on this or any other project unless written permission is -PROVIDE Y2"GWB AT UNDERSIDE OF FLOOR FRAMING AT ENTIRE BASEMENT CEILING IN - ALL NEW INTERIOR TRIM&DOORS AS SELECTED BY OWNER(UON) given by the Engineer and his Consultants. COMPLIANCE W/R302.13 ©COPYRIGHT 2022 - ALL BUILT-IN CABINET CONFIGURATIONS TO BE VERIFIED W/OWNER(UON) - PROVIDE ROD&SHELF AT EACH BEDROOM CLOSET&5 SHELVES AT ALL LINEN PROPOSED FOUNDATION PLAN- CLOSETS(UON) SCALE: 1/4" = 1'-0" 1 10-16-22 Town Submission No. Date Remark 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 AND/OR SHORING AS REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND PROTECT SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY BRACING AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE NEW DENOTES POST ABOVE PLANS AND NOTES STRUCTURE HAS BEEN COMPLETED. DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) ® NEW (3) 2"X4" POST U.O.N. 2. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED BY NEW HEADER SCHEDULE ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL INTERIOR WALLS 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 ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN AND CEILING TO BE PRIMED AND PAINTED SO AS TO ACHIEVE A UNIFORM 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 Drawn by: RM Checked by: MAA FINISH IN KEEPING WITH THE QUALITY OF THE OVERALL RENOVATION. 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 Note 3. ALL EXISTING WOOD FLOORING TO BE REPLACED AS PER OWNER. 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. o o.: 2 002 WALL BOARD ON ALL WALLS & CEILINGS AT 4. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM, AS REQUIRED. OPENINGS TO BE MIN. 4" OFF ALL 3. SHOP DRAWINGS TO BE PREPARED FOR APPROVAL PRIOR TO 3. ALL HABITABLE SPACES MEET OF EXCEED 8% LIGHT AND 4% CLEAR SIZE OF OPENING REQUIRED MEMBER 6. CONTRACTOR TO CAP ALL. EXISTING PLUMBING LINES AS REQUIRED FOR CORNERS. ORDERING. VENTILATION AREA. 0 EXISTING WALL TO REMAIN DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND THE BASEMENT LEVEL. 3. ALL EXTERIOR DOORS MANUFACTURE 4. ALL WINDOW SIZES TO BE FIELD VERIFIED WITH G.C. 4. ASSUMED 1.5 TSF SOIL BEARING CAPACITY V.I.F. UP TO 3'-6" (2) 2" x 8" Drawing No. TO BE SELECTED BY OWNER. SEE 5. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY 3. PROVIDE 1/2>� MOISTURE RESISTANT GYPSUM 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER �-----7 HEATING AND PLUMBING `.SYSTEM. PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT WALL BOARD ON WALLS & CEILINGS AT ALL L-----_-i EXISTING WALL/FIXTURE TO BE REMOVED BATHROOMS. 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE UP TO 6'-0" (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 BE 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 AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" 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 DIA. ® NEW WALL 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. 5. PROVIDE 2X6 STUDS AT ALL PLUMBING WALLS BOLTS ®12" O.C. STAGGERED / Y2 em AND REPLACE EXISTING FIXTURES AS PER OWNER. FOR APPROVAL PRIOR TO ORDERING. AND WALLS CONTAINING POCKET DOORS. FOR ALL HEADER POST NOT SPECIFIED: 8. CONTRACTOR TO CAP ALL EXISTING MECHANICAL LINES AS REQUIRED FOR 6. SHEER WALLS TO BE 2"X6" WITH 1/2" 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS 6. ALL DOOR SIZES TO BE FIELD " 10.SEE DETAILS SHEETS FOR WOOD FRAMING, STRAPPING, CONCRETE, AND USE (2) 2"X4" POST FOR OPENINGS < 6'-0" DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND VERIFIED WITH GENERAL PLYWOOD ONE SIDE 8D NAILS 6 0/C EDGE NEW CONCRETE FOUNDATION WALL STEEL DETAILS SUITABILITY OF REMAINING LINES AND REMOVE OR RE-USE AS REQUIRED BY CONTRACTOR. AND 12" O/C FIELD USE (3) 2"X4" POST FOR OPENINGS > 6'-0" NEW HVAC SYSTEM. 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE ON CONCRETE FOOTING GENERAL NOTES GENERAL CONDITIONS CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES PROPOSED (ASSUMED,EXISTING,AND PROPOSED)HEEREIN SHOWN AND REPORT AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 ELECTRICAU LIGHTING LEGEND INTERIOR ANY WORK. PLUMBING CODE OF NYS&2020 FUEL&GAS COD OF NYS) CONTRACTOR TO VERIFY THE EXISTENCE AND STRUCTURAL ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF SYMBOL MANUR MODEL# BULB REMARKS RENOVATIONS STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR CRAFTSMANSHIP BY ALL TRADES TO START OF WORK. ANY FOUNDATION ALL MASONRY WALLS FOUND LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(IN ADDITION TO THOSE REQ.BY CODE) TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS REPLACED AS REQUIRED. AND OF WORKMANSHIP LEVITON QUAD RECEPTICAL,DECORA,WHITE EX. STEP TO GRADE ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS LEVITON DUPLEX RECEPTICAL,DECORA,WHITE(SET @ PICTURE LIGHT) OF 3000 PSI.AT 28 DAYS. WHERE APPLICABLE 12 AN61 FIXED TRANSOM EXIST. BLUESTONE LEVITON DUPLEX,FLOOR OUTLET FM60611 350 LAUREL WAY ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND FLR FL (2) 13'4 x 11 7,a" GP LVL HDR LAUREL NY ASSUMED SOIL BEARING CAPACITY OF OINE TON PER LINEAR FOOT. EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL =0 LEVITON GFI,DECORA,WHITE INSTALL PER E3802 SET ABOVE TRANSOM - BE THE CONTRACTOR'S RESPONSIBILITY GO (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY) ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER =0 LEVITON GFI,QUAD RECEPTICAL,DECORA,WHITE INSTALL PER E3802 I I FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS 1 1 EXTEND TO A MINIMUM DEPTH OF 3'-0"BELOW GRADE. SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS LEVITON GFI,WEATHERPROOF RECEPTICAL INSTALL PER E3802 VACUUMED, FIXTURES WASHED,WITH LABELS REMOVED,AND I 1 1 W ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS EXTERIORS HAND RAKED FREE OF DEBRIS SPECIAL PURPOSE CONNECTION-APPLIANCE,ETC. 2,_6. I I I =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE `JOFFIT ~ ENGINEER: DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND -69- LUTRON SINGLE POLE SWITCH,DECORA,WHITE NEW FLOOR OVER FREE OF CONSTRUCTION WASTE WHERE POSSIBLE I CONCRETE. FLOORING 1 -64 LUTRON THREE WAY SWITCH,DECORA,WHITE I SELECTED BY OWNER MICHAEL ANGELONE PE LLC ALL GLAZING SHALL BE LOW E4 AND CONTAIN A (A BUILD-DOWN SOFFIT I MINIMUM"U"VALUE OF 0.30. TYPICAL FOR ALL WINDOWS U.O.N. CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR fig LUTRON FOUR WAY SWITCH,DECORA,WHITE I 1 , NOTE: KIN MICHAEL ANGELONE SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND ------)-- -----j i CONTRACTOR TO I 4 POND PLACE ALL EXTERIOR WALLS SHALL BE 2"X 4":i @ 16"O.C.WITH FIRE RUBBISH REMOVAL. � LUTRON THREE WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER ----- -- -----1 I COORDINATE FINAL STOPPING. 1 I I SWITCH LAYOUT, OYSTER BAY,N.Y. 11771 CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO iLO {�} LUTRON FOUR WAY SWITCH,DECORA,WHITE W/SLIDE DIMMER I I LIGHTING FIXTURE 1 ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. o I I I LOCATION AND 1 o TEL.:516.922.2024 FAX: 516.453.6002 ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS 1 I QUANTITY WITH REQUIRED TO BE FLUSH. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB {f} LUTRON SINGLE POLE SWITCH,DECORA,WHITE W/SLIDE DIMMER I - CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL 1 1 I OWNER PRIOR TO I 0 ROOF FRAMING RAFTERS SHALL BE AS SHOWN. DISCREPANCIES OR OMISSIONS TO THE OWNER. 69 SENTRY TIME SWITCH ---_--I-- �_____j I INSTALLATION. w CONSULTANT: 0 ALL DOOR AND WINDOW HEADERS SHALL BE 2-2"X 10"S FOR SPANS WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE e HALO LED 6"RECESS HIGH HAT-WHT.OR BLK.BAFFEL (IC/AT) 1 .06 �6 .06 I U) CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE `�`f TO V-0",LARGER SPANS SHALL BE AS NOTED. DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON 4 HALO LED 4"RECESS HIGH HAT-WHT.OR BLK.BAFFEL-INCANDESCENT(IC/AT) NEW MASTER i w Z ALL EXTERIOR SHEATHING SHALL BE 112"'THICK EXTERIOR GRADE THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL BEDROOM W RJM DRAFTING PLYWOOD. COMMISSION AND O.S.H.A.REGULATIONS. HALO LED RECESS HIGH HAT-WHT.OR BLK.BAFFEL-FOR SLOPED CLGS.(IC/AT) - - b9-DN I I <n s ASID.-(DESIGNS RENTAL CHARGES,SAFETY,PROTECTION AND MAINTENANCE OF HALO H7T1417 LED RECESS WALL WASH-WHT.OR BLK.BAFFEL-INCANDESCENT IX 4' ALL SUBFLOORS SHALL BE 314"THICK EXTERIOR GRADE PLYWOOD. ALIG FRO RENTAL EQUIPMENT SHALL BE CONTRACTORS RESPONSIBILITY. _ PROVIDE METAL RAFTER TIES AT ALL RAFTER/TOP PLATE CONNECTIONS HALO H1499T LOW VOLTAGE RECESSED SPOT LIGHT o os �, THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY FIs CLOSET CLOSET ` � AND METAL JOIST HANGERS AT ALL FLUSH JOIST/GIRDER CONNECTIONS. COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY CARE OF � EVOLUTION MINILIGHT LED TRANSFORMER REQUIRED(FOR FUTURE CABINETRY) �' ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE W 3'-6" (HIS) (HERS � �' s 7 T L D L A N D E R S C T PROVIDE 1 X 3 CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL - _ 75 w A BLOB WIPULL CHAIN - - o C M I H T 0 W N, N Y 1 1 7 8 7 OF 8'-0",@ MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING BE CONTRACTOR'S RESPONSIBILITY. - - DIN ,/" ralph@rjmdesignsny.com IS INSTALLED. - - LED UNDER COUNTER LIGHTING -- --- 9'-7" `"'" 3'-112 00 9'-7" -- S t (516) 818-5368 FAX (866) 789-7930 ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM PLAN NOTES: } JUNCT.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL --- Il 3112"(R-15)TYPE FIBERGLASS FOILBACK INSULATION &112"RIGID INSULATION(R-3.0) WALL JEM.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL _ _ s Ca Contractor must verify all measurements and ALL ROOF RAFTERS SHALL BE INSULATED WITH A MINIMUM 5112"R-21 - DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS&AROUND ALL OPENINGS 4 SCONCE conditions prior to beginning work. g g anY TYPE FIBERGLASS FOILBACK INSULATION U.O.N. LAMAR 4-F40 FLUORESENT (WRAP AROUND) - --- - INSTALL BRIDGING IN ALL FLOOR&FLAT ROOF JOISTS,CEILING JOISTS,& we 6,-O„ Report all discrepancies to the Engineer in ROOF TO BE COVERED WITH ONE LAYER OF 30 LB.BUILDING BEAMS.BRIDGING SHALL BE INSTALLED @ 8'-0"O.C.MAX&SHALL BE SOLID o PENDANT LIGHT FIXTURE SELECTED BY OWNER ----- PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND WOOD BLOCKING 2"X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING _ 0 o writing. Plans subject to approval by all �� FAN/LIGHT WHISPERCEILING '100 CFM'1 SONE-V.I.F. -4"HARD DUCT TO EXTERIOR BY ELECT.CONTRACTOR I O FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES L J FV-08VQ5 ____ ____ governmental agencies having jurisdiction. SPECIFIED ON THE DRAWINGS. - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& OUTDOOR FIXTURE,OWNER TO SUPPLY,CONTR.TO INSTALL °) NEW MASTER COMPLETELY BY CONTRACTOR E'�T ----- ----- (0 BATH 00 o to The Engineer has not been retained for any ALL INTERIOR CONSTRUCTION SHALL BE COVERED WITH 1/2"THICK s HALO 70PS 60WA-19 SHOWER LIGHT ----- ---- 0, 00 field supervision or inspection. His - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK _____ ___ MOTION SENSOR-DOUBLE HEAD-WHITE 4'-0" 14-3 2 I 4'-5" GYPSUM BOARD. ~ Lk. ------ ---- NEW FLOOR OVER responsibility is limited to the accuracy of the ALL BATHROOM WALLS TO BE COVERED WITH 112"THICK - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE TREATED SMOKEICO2 DETECTOR-DIRECT WIRED,INTERCONNECTED WBATTERY BACKUP _-_ CONCRETE. FLOORING plan. The Engineer is further not responsible WATERPROOF MOISTURE RESISTANT GYPSUM BOARD. PRESERVATIVE(PTP)LUMBER ------ - SELE2 D P.-QWNER_ ,- p g p U - o for any damage arising out of the contractor's TAPE AND SPACKLE ALL GYPSUM BOARD JOINTS WITH MINIMUM TWO SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE O -619 COATS JOINT COMPOUND. EACH SEPARATE SLEEPING AREA&AT EACH ADDITIONAL STORY OF THE d SK�� B 30o failure to execute the work exactly as shown DWELLING,INCLUDING BASEMENTS&HABITABLE ATTICS,BUT NOT INCLUDING OQ CEILING FAN/LIGHT-STYLE&COLOR BY OWNER CL. �,� �` LSV CL. I PROVIDE 112"THICK RIGID POLYSTYRENE INSULATION UNDER ALL CRAWL SPACES&UNINHABITABLE ATTICS.SMOKE ALARMS SHALL BE O N on the approved drawing(s). NEW VINYL SIDING. INTERCONNECTED&BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE O ENTRY FOYER o PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE WITH RCNYS SECTION R314.EXISTING BUILDINGS UNDERGOING REPAIR, EXIST ♦_- ALTERATION,CHANGE OF OCCUPANCY,ADDITIONS TO RENOVATION SHALL BE CABLE TELEVISION OUTLET w I Q WALLS BELOW GRADE. ® U) o I I > PROVIDED WITH SMOKE ALARM AS PER R314, o a z I b z _ 0 COMPUTER DATA OUTLET 3 1 R cr w r RCNYS-R314.4, EXCEPTION:SMOKE ALARMS INSTALLED TO SATISFY SECTION z o '� I 1 } I I o ::' � -� ".t 'j Or FOUNDATION NOTES: R314.4.1 ;SHALL NOT BE REQUIRED TO BE INTERCONNECTED TO EXISTING TELEPHONEJACK-CONFIRM SYSTEM WITH OWNER v I RAISED 2X10 C.J. 16' OC 2.6. w ��, SMOKE ALARMS WHERE SUCH EXISTING SMOKE ALARMS ARE NOT ^ I TYP z /,,I-$_`r NOTE: NEW LIVING I - BACKFILL BELOW FOOTINGS IF REQUIRED,SHALL BE DONE W1 CONCRETE INTERCONNECTED OR WHERE SUCH NEW SMOKE ALARM IS NOT CAPABLE OF - ( W "I HAVING A 28 DAY COMPRESSIVE COMPRESSIVE STRENGTH OF 3,000 PSI BEING INTERCONNECTED TO THE EXISITNG SMOKE ALARMS. FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO LOCATION AND TYPES OF RECEPTICAL ROOM 1 N LIGHTING,AND ANY SPECIAL OWNER REQUIREMENTS. I W ' - ALL FOOTINGS SHALL HAVE A MINIMUM OF 3'-0"OF COVER - I WOOD FLOOR OVER 1 0 - RCNYS-R314.4.1 HEAT DETECTION INTERCONNECTION.HEAT DETECTTION SHALL CONCRETE. NEW FLOOR TO MATCH EXISTING. 1 iv 1}� - PROVIDE'KARNAK,ONE-KOTE'WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE , ; r.,.•p•T+. + _• BE CONNECTED TO AN ALARM OR SMOKE ALARM THAT IS INSTALLED IN THE ;n _I DWELLING UNIT.ALARMS AND SMOKE ALARMS THAT ARE INSTALLED FOR THIS ~ .. - PROVIDE 6 MIL POLY ETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE ---------------- PURPOSE SHALL BE LOCATED IN A HALLWAY,ROOM OR OTHER LOCATION THAT - ALL DEMOLITION&DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY& WILL PROVIDE OCCUPANT NOTIFICATION. - - \ / s BUILD-DOWN SOFFIT "' ~ NOTE: AROUND PERIMETER TO COMPLETELY BY THE CONTRACTOR ----------------- --- EXIST WINDOW FRAME FORM TRY CEILING SEAL: - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK - CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE TO REMAIN. REPLACE SLEEPING AREA.WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A SASH AS NEEDED - ALL WOOD MEMBERS IN CONTACT WI CONCRETE TO BE PRESSURE BEDROOM OR ITS ATTACHED BATHROOM,A CARBON MONOXIDE ALARM SHALL - - - - - - - - - - - DO NOT SCALE DRAWINGS TREATED PRESERVATIVE(PTP)LUMBER BE INSTALLED WITHIN 10 FEET OF THE ENTRANCE TO BEDROOM OR SLEEPING PATCH WALLS AS ALL RIGHTS RESERVED - ALL NEW EXPOSED SLABS ON GRADE,GARAGE SLABS,FOUNDATION WALLS AND FOOTINGS AREAS.CARBON MONOXIDE ALARMS TO BE INSTALLED IN ACCORDANCE WITH REQUIRED AT RCNYS SECTION R315 AND SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. REPLACED WINDOWS All drawings, specifications, and copies SHALL HAVE A MIN COMPRESSIVE STRENGTH OF 3,500 PSI AFTER 28 DAYS EXISTING BUILDINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF thereof furnished by the Architect and his TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED(HDG)OR OCCUPANCY,ADDITION OR RENOVATION SHALL BE PROVIDED WITH CARBON Consultants are and shall remain their -ALL FASTENERS FOR PRESSURE TRE STAINLESS STEEL IN ACCORDANCE A ED W MONOXIDE ALARMS AS PER APPENDIX J OF NYS RESIDENTIAL CODE. property. They are not to be used on this or t24'-4' EXIST any other project unless written permission is -PROVIDE z"GWB AT UNDERSIDE OF FLOOR FRAMING AT ENTIRE BASEMENT CEILING IN - ALL NEW INTERIOR TRIM&DOORS AS SELECTED BY OWNER(UON) given by the Engineer and his Consultants. COMPLIANCE WI R302.13 © COPYRIGHT 2022 - ALL BUILT-IN CABINET CONFIGURATIONS TO BE VERIFIED Wl OWNER(UON) - PROVIDE ROD&SHELF AT EACH BEDROOM CLOSET&5 SHELVES AT ALL LINEN PROPOSED FIRST FLOOR PLAN CLOSETS(UON) SCALE: 1/4" = 1'-0" 1 10-16-22 Town Submission No. Date Remark 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 AND/OR SHORING AS REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND PROTECT SAME DUR114G PERIOD OF CONSTRUCTION. TEMPORARY BRACING AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE NEW DENOTES POST ABOVE PLANS AND NOTES STRUCTURE HAS BEEN COMPLETED. DOOR NOTES WINDOW NOTES NEW PARTITION NOTES: NOTES: (FOR NEW CONSTRUCTION) NEW (3) 2"X4" POST U.O.N. 2. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED BY NEW HEADER SCHEDULE ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL INTERIOR WALLS 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 ® NEW SIMPSON HD-5 OR EQ. HOLD DOWN AND CEILING TO BE PRIMED AND PAINTED SO AS TO ACHIEVE A UNIFORM ) ( ) NOTE: FOR NEW DOOR & WINDOW Drawn b RM Checked b MAA FINISH IN KEEPING WITH THE QUALITY OF THE OVERALL RENOVATION. FINISH AS PER OWNER, SEE PLANS SCHEDULE FOR TYPE, SIZE, & MODEL N0. W/ 5/8" GYPSUM BOARD ON EACH SIDE OF OTHERWISE NOTED. HEADERS NOT INDICATED ON PLAN y• Y� 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 Note 3. ALL EXISTING WOOD FLOORING TO BE REPLACED AS PER OWNER. 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. o o.: 002 4. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM, AS REQUIRED. / SIZE OF OPENING REQUIRED MEMBER 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 6. CONTRACTOR TO CAP ALL EXISTING PLUMBING LINES AS REQUIRED FOR CORNERS. ORDERING. VENTILATION AREA. EXISTING WALL TO REMAIN DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND THE BASEMENT LEVEL. 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 WALL BOARD ON WALLS & CEILINGS AT ALL 5. USE HEAVY DUTY HANGERS FOR ENGINEERED LUMBER L_____J EXISTING WALL/FIXTURE TO BE REMOVED HEATING AND PLUMBING SYSTEM. PLANS FOR SIZE. CONFORM TO NYS RES CODE. SUCH OPENING SHALL NOT 6. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER ALL WALLS ABOVE 2 2" x 10" BATHROOMS. UP TO 6 -0 ( ) 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 BE 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 AT ALL SHOWERS AND BATH TUBS. REQUIRED WIDTH UP TO 8'-0" (2) 2" X 12" PROVIDE NEW OUTLETS, SWPROVIDE 2 ITCHES AND FIXTURES AS PER ELECTRICAL PLANS. GLASS. HEIGHT WITH BOTTOM OF OPENING NO HIGHER THAN 3'-6" ALL DOUBLED OR GREATER LVL'S TO BE BOLTED TOGETHER W DIA. AND REPLACE EXISTING FIXTURES AS PER OWNER. AND WALLS CONTAINING POCKET DOORS. ® NEW WALL 5. SHOP DRAWINGS TO BE PREPARED ABOVE FINISHED FLOOR. 5. X6" STUDS AT ALL PLUMBING WALLS 8. BOLTS @12" O.C. STAGGERED / Y2 8. CONTRACTOR TO CAP ALL EXISTING MECHANICAL LINES AS REQUIRED FOR 6. SHEER WALLS TO BE 2"X6" WITH 1/2" 6. ALL DOOR SIZES TO BE FIELD 9. SEE ELECTRICAL PLANS FOR SMOKE AND CARBON DETECTOR LOCATIONS FOR ALL HEADER POST NOT SPECIFIED: FOR APPROVAL PRIOR TO ORDERING. DEMOLITION. CONTRACTOR SHALL THEN ASSESS THE RE-USABLE VALUE AND PLYWOOD ONE SIDE 8D NAILS 6" O/C EDGE 10.SEE 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 STEEL DETAILS CONTRACTOR. AND 12" 0/C FIELD 11.DOUBLE FLOOR JOIST UNDER WALLS PARALLEL ABOVE USE (3) 2"X4" POST FOR OPENINGS > 6'-0" ON CONCRETE FOOTING NEW HVAC SYSTEM. a Ronald Zakary =d&aNu & eecj� 60 Windmill Drive Generated by REScheck-Web Software FINISHED Huntington,N.Y. GRADE Storm Water Calculation: Tel. 516-29f3-1156 Compliance C e rr"�i f i c a to I MIN., 2 AX RonZakary@gmail.com CONCRETE COVER. 4' MAX. New Roof= 850 sf Building Department Information: Project Title: CONCRETE CHIMNEY. 850 sf x 4" Rainfall = 283.3 cubic feet required capacity Town ofSouthhold Project Dunn Residence INLET MIN. 4" DIAMETER Provide 1 D well 8' rounds x 8' dee lus dome APPROVED PIPE- PITCHED 20" � p p Tax Map: 1000-125-04-24.19 Tzone: AC Dunn Residence Energy Code: 2018 IECC Location: Laurel, New Yorkl/8" PER FOOT. Provided Volume = 337.8 cubic feet plus dome 350 Laurel WaySite Area: 31,299 sf Construction Type: Single-family Laurel Hill,NY Project Type: Addition Climate Zone: 4 (5331 HDD) Q 011 0 Permit Date: 110[1 E::] 0 Permit Number: M�25'-0" Lot Coverage: 20%Allowable=6,260 SF Construction Site: Owner/Agent: Designer/Contractor: Laurel, NY 11948 w Existing Lot Coverage: 4,377 SF 350 Laurel Way Proposed Lot Coverage: 4,909 SF Ca W W iiT A -III �- = I—I o ; ��:,r'*01 `z, va mq awe•+wrx Compliance 4.4%Better Than Code Maximum UA: 45 Your UA: 43 Maximum SliGC: 0.40 'Your SHGC: 0.25 O I In The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. In —III IY O I—I } It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (f� _ Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O Climatic and Geographic Design Criteria tJS� assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. O _ O > Subject to Damage From �' •Tt� d� —III I—I0_/ Ground Winter Ice Shield Flood Air Air Seismic Wind > I I= DRYWELL SECTIONS I I- LU _ Z _ UP Snow Load Frost Termite Design Underlayment Hazard Freezing Freezing Design Speed REFER TO DRY WELL Weathering I—I �_ Line Depth Temp. Required Index Index Category Envelope Ass+�mblies I�_ `Y' ANDDEPTH. DIAMETER III- Moderate 130 mph Ronald a 20 � ,'s3 Severe 3-0 to Heavy 15 Yes No 1500 or less 52.2 B "�• (ASCE 7-10) REFER TO III- Revisions I_ �— d; SCHEDULE — Ceiling: Fla tlCelli ng or ScissorTruss120 30.0 0.0 0.035 0.026 4 3 III I I I I NO Date Description —� 3' MIN. Wall:Wood Frame, 16"o.c. 564 21.0 0.0 0.057 0.060 30 32 NOTE: 1 10-12-21 File For Permit Door:Glass Door(over 50%glazing) 20 0.270 0.320 5 6 G MIN. PENETRATION SHGC: 0.25 INTO A VIRGIN STRATA Window: Metal Frame w/Thermal Break 13 0.270 0.320 4 4 HIGH SEASONAL GROUNDWATER. SHGC:o.z5 OF SAND AND GRAVEL. LOT 2 TELE COMM �Q 2 11-01-21 Amendment BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL. BOX ' TA /�X 1Vl AP. 10 0 0 — 125 — 0 4 — 24. 19 Compliance Statement: The proposed building design described here is consistent wi the building plans,specifications,and other O calculations submitted with the permit application.The proposed building has been esigned to meet the 2018 IECC requirements in REScheck ion : REScheck-Web and to comply with the mandatory requiremen listed in the REScheck Inspection Checklist. Lll'�92L4t f &�� C, u _ TYPICAL DRYWELL 18000 � I , Name-Ti le Signature Date 18 APPR VED AS NOTED DATE: B.P.# O FEE: BY: 4 2 ' w 0 NOTIFY BUILDING DEPARTMENT AT 176-44 765-1802 8 AM TO 4 PM FOR THE W' FOLLOWING INSPECTIONS:O WATER METER 1. FOUNDATION - TWO REQUIRED Project Title: Dunn Residence Report date: 10/12/21 \ FOR POURED CONCRETE DAGK 3. INSULATION ' 5��5 2. ROUGH - FRAMING & PLUMBING Data filename: Page 1 of 9 251 5� ' � � \ \ i REQUIRED 4. FINAL - CONSTRUCTION MUST i Nc'4�'`7E BE COMPLETE FOR C.O. i /o cORB ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SURVEY PROVIDED BY: C'UR� MANHOLE RK STATE. NOT RESPONSIBLE FOR Vent Thru Vent Thru Vent Thru \ UNO�OSED A/C \a �B' DESIGN OR CONSTRUCTION ERRORS. Roof Roof Roof o PECO N I C SURVEYORS P.C. HEDGES UTIL.BOx �� EXISTING STONE / P.O.BOX 909 I I O UNITS EXISTING WALK 6' I O /o BLEND DRIVEWAY / 119. 0 1 230 TRAVELER STREET I I ----------- ------ ----------------- r-------�-------T__---; ----------------- I 0- \ \ SOUTHOLD, NY 1 1971 I I I I I I I I I I EXIST VERED PORCH \ I I I I I 1 I I I I I I I I I I 1 I I I I 1 I I I 1 I I I I I 1 \ - I 2° 1 I I I I 1 I I I I I TWO STORY s \2� �. \ / COMPL WITH ALL CODES O NEW YOR STATE & TOWN CODES FRAME HOUSE 3 AS REQUI .D AND CONDITIONS OF SECOND I Washer DW o / FLOOR � ��� O��� ZSA c.o.l — V` c�y�A�o TRUSTEES I I C.O. O• SBL �u I 1 I Master Bath i Hallway Bath Laundry Room I o Exist No,change I Exist No change Exist No change (Z o , 2 I 1 r-------T-a---r------� / 2" 4" 1 I I 1 \ Q \ ._: j/! / ELECTRICAL ------------ T-------, I i i i I \G \: ; . N k- INSPECTION Igo' UIRED I i N� �+ OCC 1PANCY OR USE S UNLAWFUL FIRST DW FLOOR1, . WIT OUT CERTIFICATE- I " 4" I2' 2' 4" s" 2" AREA OF EXISTINGI 155F a Bloivcr door c.o.l 4" 41' IC.o• \ COVEREDFPORCti / and duct%�,rorh Powder Room '� OF �CUPANCY KIS Master Bathroom CONVERTED INTO Renovate RenovateFINISt1ED SPACE / testing required. 0 tom, 0� Q� DD.CURD AFfA Of 4" O PROPOSED 8GO SF / COVERED PORCH Drawing Title: ROPOSED / PLvJIV;B1N0 SITE PLAN BASEMENT \ DRYWELL L 0 T 2 5 ALL PLUt'.">E!"3G�",':',CTE /-1 / &WATEEi UrdE NEED 2 TES`i'ING BEFOR!:_60",'•-RING I_[ / BUILDING DEPT 4" I C.O. TOWN OF SOUTHOLD \ / O PLUMBER CERTIFICATION To Existing �--- Exist House Trap \ ON LEAD CONTE#VT BEFORE Sanitary System L 0 T 2 6d, CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER IN / SUPPLY SYSTEM CANNOT Scale: As Noted • S \ EXCEED 2/10 OF 1% LEAD. � Date: August 9, 2021 SCHEMATIC PLUMBING RISER DIAG11RAM SITE PLAN 1 � / Drawing Number: 2SCALE: NTS SCALE: II = 1'-0" 16 / A-000 SIMPSON STRONG TIE RAFTERCONNECTOR- SIMPSON STRONG TIE RAFTER CONNECTOR- SIMPSMIN.DISTANCE Ronald ZakaryHDU4-S N HOLDDOWN FROM TABLE B i Rl1)cE HDU4SDS2.5 MIN.DISTANCE FROM TABLE A DONOTCUTHOLES � 12" RIDGE 12•• 2-16d COMMON 1Y2'HOLE MAY BE CUT w NAILg 6'O.0 CARRIAGE BOLTS LARGER THAN 11/2' FOR F�L LENGTH NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- m 2020 RESIDENTIAL CODE OF NEW YORK WITH 2020 SUPPLEMENTAL OF STUD HOLES IN SIDE OF HATCHED ZONE o ~ CHAPTER 3:BUILDING PLANNING � & RAFTER RAFTER (2)2X GIRDER HATCHED ZONES DO NOT CUT OR NOTCH FLANGE. W ❑ O ❑ SECTION R301:DESIGN CRITERIA 60 Windmill Drive BLOCKING @ C, AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE& Huntington,N.Y. ENDWALL WOOD POST Tel. 516-298-1156 6" 6" TWO FAMILY DWELLINGS 2015 EDITION f6' L1 MINIMUM 01 LZ MINIMUM 02 JOIST HANGER 1iJOISTS PARALLEL TO BEAM ( ) RonZakary@gmail.com ° APPLIES TO ALL (SEE PLAN) POST ANCHOR ( CLOSELY GROUPED ROUND HOLES ARE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED HOLES EXCEPT 0 PERMITTED IF THE GROUP PERIMETER MEETS LSU SIMPSON HOLDDOWN KNOCKOUTS DO NOT CUT HOLES IN FLUSH BLOCKING SECTION R303:LIGHT VENTILATION AND HEATING HDU4SDS2.5 _ ) REQUIREMENTS FOR ROUND OR SQUARE HOLES. WIDE FLANGE BEAM MATCH JOIST 8 SPACING Project Title: CANTILEVER REINFORCEMENT. TABLE A-END SUPPORT (SEE PLAN) REQUIRED GLAZING AREA HABITABLE ROOMS: 8% STRUCTURAL RIDGE BEAM ;� MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REQUIRED OPENABLE AREA: 4% ' CONCRETE PIER ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Dunn Residence DETAIL RIDGE BOARD DETAIL CATHE)RAL CEILING � TYPICAL BEAM PADDING DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS JOIST p TJI PROVIDE 3 SQ FT OF WINDOWS.1.5 SQ FT OPERATIONAL IN BATHROOMS EXCEPTION:WHERE SCALE:NOT TO SCALE CALE:NOT TOSCALE DEPTH 2" 3' 4" 5" 6%" 7" 87/" 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 350 Laurel may SIMPSON STRONGTIELSU SERIES SCALE:NOT TO SCALE , . ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 DETAIL TYPICAL DECK RAILING/POSTANCHOR 9Y 360 1-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6' 2'-6" 3'-6" V-0" 5'-6" Laurel Hill,NY LSU26-2x6 LSU28-2x8,2x16,2x12 117/" 560 1'0" 1'-0" 1'6" 3'-0" 5'-0" 5'6" 8'-0" 1'-0" 2'0" 3'6" 5'-0" 7'-0" 7'6" e'-0" PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS ROVIDE CS20 WITH SCALE:NOT TO SCALE PROVIDE OD C M ON 15 14' 560 1'-0" 1'-0" 1'-0" V-0" 2'-6' 3'-W 6'-0' 9'-0" V-O' V-0" V-6- Y-6" 6'-6" T-0" 9'-0" 10'-0" 5)8D COMMON NAILS @EACH SIDE. SIMPSON HOLDDOWN (2)16D COMMON NAILS SECTION R304:MINIMUM ROOM AREAS PROVIDE @ EA.RAFTER WITH(7) @COMMON NAILS HDU4SDS2.5 @ 6'O.C.OF STUD FOR FULL LENGTH ' " " " PROVIDE @ EA/RAFrER WOOD BEAM- 16 560 1'-0" 1-0 1-0' 1'-0" 1'-0" 1'-0" 3'-0" 6'-6' 10'-0" 1-0 1'-0" 1'-0 1'-6" 5'-0" 6'-0" 0'-0" 11'-0" PROVIDE MIN.1 ROOM WITH NO LESS THAN 120 SQ FT SIMPSON BC SIZE AS REQ. CAP • TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF a WOOD POST MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT =W o 'EXCEPTION FOR KITCHENS ���RED ARe JOIST TJIp ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE a} MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL DIMENSION ��A� BLOCKING@ ENDWALL DEPTH 2" 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 3" 4" 5" 6Y' 7" 87/" 11" 13" " w m „ a. 9Y2, 2'-6" S-0" 4'-0" 6-0" 8'-0" 2'-6" 3'-0" 4'-6" 6'-6" 7'-6" o EXCEPTION FOR KITCHENS 360 T-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6' 5'-6" 7'6" 8'-0" SECTION R305:CEILING HEIGHT FOUNDATION WALL 1'6" 3'-0" 4'$" 5'$" 8'-0" 8'6" 12'-0" T-O" 4'-6" 6-0" 8'-0" 10'-6" 11' . - ° ac WOOD POST ' " `' 4 0 560 1'-0" 1'-0' 1'6' 3'6" 5'6" 6'-6" 9 6" 13'-6" V-0" 3'-0" 5'-T T-O' 10'-0" 11-0"13'-6" 15'-0" MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7-0 te,; �• 560 1'-0" VV V-0" V-0" 2'-6" T-6" T-0" I V-0"15'-0" 1'-0" 1'-0" T 6" 5'-6" 9'-0" 10'-T 14'-6" 16'-0. 18'-0" ° "DIA.ANCHOR ROD(ASTM A36) 0 2'MIN SIDE COVER %"DIA.A325 THRU BOLTS 'HALLS,CORRIDORS BATHS,LAUNDRY AND BASEMENTS=T-0" DRILL AND SET INTO TOP OF RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. FOUNDATION WALL HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEA'✓E 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. (4)TOTAL 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6"HILT EQUIVALENT, ALLENY200,6-ADHESIVE ME TEM AI KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. EQUIVALENT,s'EMBEDMENT,MAINTAIN •. o Y`WEB STIFFNER 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=6'-8" IMPSON STRONG TIE F MIN.TO EDGE OF CONC. SIMPSON PBS P. FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HURRICANE COLUMN BASE HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED NO OTHER HOLES OCCUR IN THE JOIST. BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4" CORNER HOLD DOWN -OPTION ( ) TIE MODEL N0.H2.5A SIMPSON STRONG-TIE ITEM:HDU4SDS2.5 SIZE AS REQ ° �•.4, DROPPED Ronald Z @EA•RAFTER PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIERS GUIDES.FOR OTHER LOAD WIDE FLANGE BEAM 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN TJ-EI STRONG-TIE ITEM:H2.5A SIMPSON STRONGTIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®TJ-BSOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. REQUIRED HEIGHT MODEL PER RAFTER SIZE Rev is ion s PROVIDE@ EA.RAFTER PROVIDE@ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAMICOLUMN ANCHORS ALLOWABLE HOLES -TJIOJOISTS TYPICAL BEAM TO BEAM CONNECTION Ll 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND SHOWER NO Date Description DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF 30"x30"AT THE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p� bearing plate bysimpson SHOWER HEAD 1 10-12-21 File For Permit SIMPSONDIT2Z SECTION R308:GLAZING I PSONHURRICANE STRONG TI WITH DED12'0 ROD PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED 2 11-01-21 Amendment HURRICANE 'tread rod THREADED ROD WITH TIE MODEL NO.1­12A NUTS AND WASHERS FLOOR SHEATHING NAILED @EA.RAFTER min.edge distance (INSTALL AT EVERY W MAX O.C.TO JOIST WITH MICROLLAMO LVL 2 X DIAMETER OF THE NOTES: 7'xl5'xY4'THICK SECTION R309:GARAGES AND CARPORTS OTHER DECK JOIST) HOLDDOWN AND PARALLAMO LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. STEEL BASE PLATE ouble 2 x min. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED A34 torheaderorbeam A34 3. NO HOLES IN CANTILEVERS. EADUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE 0 - � 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 4z4xi"STEEL POST PERMITTED d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN W MTS30 FULL PENETRATION WELD ILLUSTRATIONS AND TABLES. TO BASE PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2"TYPE MTS30 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE cnw,27pl.,r,.tSimpson DECK JOIST STRUCTURAL ENGINEER. X OPPOSITE SIDE) min.end distance MICROLLAM LVL AND 8'x12°ANCHOR BOLT PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 518"TYPE X GYPSUM LOOR JOIST PSL PARALLAM HEADER MAXIMUM ROUND (SOLID 2X JOIST OR 2X U3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE PROVIDE NON-COMBUSTIBLE FLOOR SURFACE SIMPSON LUS BLOCKING) 3 MIDDLE SPAN 4�" 1" 6' 6' SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS DETAIL HOLLOW COLUMN CONNECTION HANGER 5Y" 1Y4" SCALE:NOT TO SCALE 12 P.T.LEDGER WITH 7Y"to 20' 2" rt PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE THAN 44" 518•THROUGH BOLTS @ SEE ILLUSTRATION FOR A.F.F. RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED ALLOWED HOLE ZONE DETAIL TOP PLATES&STUD WALL DETAIL TOP PATES&STUD WALL(wl HEADER) CONTINUOUS FLASHIN (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO MIN.OPENING AREA=5.75 SQ FT(5 SQ FT AT GRADE) SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4'MIN.SEPARATION FROM THE BUILDING) SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: DETAIL TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL TYPICAL STEEL BASE DETAIL MIN.OPENING HEIGHT CLEAR=24" A3418GA 1-7116"x2-1/2' A3418GA 1-7116'x2-112' USE I-PLACE @ 16'O.C. USE 8-8D-PLACE @ 16'O.C. o TYPICAL DECK JOIST TO BUILDING CONNECTION DETAIL NOT TO SCALE NG WIDTH=20" CS20 SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: 1 o SCALE:NOT TO SCALE NO TOOLS OR KEYS ALLOWED FROM INSIDE ° ' MTS MTS USE 7-I BGA IL LONG USE 7-I BGA 30'LONG E MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SQ FT&MIN.WIDTH OF 36" USE 7-10D NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS ® o USE 3-81)NAILS MIN.TO PLATES USE 3.8D NAILS MIN.TO PLATES 7"MINI UM SECTION R311:MEANS OF EGRESS USE 7-1 OD NAILS TO STUDS USE 7-10D NAILS TO STUDS a z W C7 J LTP4 < w PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH WALLS AND ANY SOFFITS WITH 112 GYP.BD. USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE ° • • b' 2'-0' 2'-0' wo� 1/2" GYP. THE CODE RED MINIMUM CENTER TO ° MIN.WIDTH FOR HALLWAYS IS T-0" CENTER SPACING FOR NAILS I� " STAGGERED STAGGERED � ° I ° MIN.1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE • ° N 3 A325 THRU BOLTS MIN.OPENING T-0"WIDE x 6'-8"HIGH /'DIA. MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:LBPS ACZ Lu N (4)TOTAL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX TO HEADERS BY ~ MIN.19-IODINSTALL 518'DIA.BOLTS: a SIMPSON STRONG TIE' PROVIDE CS20 X 24',USE NAILS @STUD&310D 6XI0V2°PLATE CAP " NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:48'O.C.PER IRC 2015 R403.1.6 UNO HEADROOM MIN.=6-8 LTP4 WITHIN IT FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ Y'DIA.A307 BOLTS FULL PENETRATION WELD TO POST PROVIDE LTP4 20GA.3•X41/7LATERALTIE PLATES, (MIN.2 PER PLATE) 24"STAGGERED �, TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD LTP4 213'x 4-112' SPAN USE 6-BD X 11/2'NAILS IN PLATE&6-8D X 11/2'NAILS PROVIDE(2)EACH END 4x4x%'STEEL SQUARE TUBE POST LATERAL TIE PLATES CS20 C T INTO BOX A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN FLOOR USE 12 Bd x 1-1/2'NAILS LENG DETAIL POST 8 BEAM CONNECTION '3 (6 NAILS INTO PLATE, LEVELS OR LANDINGS. 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TO FOUNDATION - SCALE:NOT TO SCALE PLACE @ 3r D.C. MIN.1r PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE MINIMUM 7/8' TYPICAL BEAM POST CONNECTION 'EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER END DISTANCE STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR EQUAL NUMBER OF SPECIFIED NAILS IN EACH END OR DOOR SERVED HANGER CONNECTION DETAILS(IF APPLICABLE) WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2% DETAIL I FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER I IL SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE ?MINIMUM FLITCH PLATE DETAIL SLOPE - SIMPSON STRONG-TIE ITEM:GS20 20 GA. SIDECOVER ° PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. 20 GA.38-L(PLACE @ 16'O.C.) 1-1/4'W X 21'L CLEAR SPAN+24' (1)@ SPANS LESS THAN 6'-0'w/16 IOD NAILS 0 USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6'-0'&LESS ® 1.HEIGHT=34"MIN,38"MAX TOTAL OF 18-10D NAILS THAN 1r-O'w/1610D NAILS ® e'STEEL'U'BRACKET 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS (ADDITIONAL NAILING THRU PLATES&BOX FULL PENETRATION WELD TO 8'STEEL"U'BRACKET E-'-" 6" DIAMETER OR PROVIDE NEWEL POST OR SAFETY TERMS STEEL PLATE-REFER TO PLANS FULL PENETRATION WELD TO STEEL BRACKET �� ° FOR SIZE STEEL PLATE-REFER TO PLANS �.. 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=11/2" X'DIA. A325 THRU BOLTS " "i`"` " " FOR SIZE �;r. '�"M.. =�° `'> �' SECTION R312:GUARDS (6)TOTAL %'DIA.A325 THRU BOLTS X"DIA.A325 THRU BOLTS s SIMPSON STRONG-TIE ITEM:AB EFLECTIVE RED REFLECTIVE WHITE (PLATE TO FLUSH BEAM) (3)TOTAL (ti)TOTAL ¢r .";' ,„,', ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS.OPEN STAIRS " a" j;,,`' SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT (FLUSH BEAM TO'U'BRACKET) (PLATE TO FLUSH BEAM) NTONE 1F187 ''"'''° 30"ABOVE FLOOR OR GRADE SHALL HAVE 34"MIN.GUARDS. PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST • N I GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST 8 BASE CONNECTION N r 0 ` SECTION 313:ALARMS Z Z '..t, 4' € £'''` j' PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE r WINDBORNE DEBRIS PROTECTION APPLICABLE =J Z (� ) FRAMIN a a J a : BEDROOMS AND IN BASEMENTS m W W m W L? .:.3•:y:.'Y,>.4"b i ��'�S _u' N =N ,;. ':' PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL Table R301.2.1.2 NYS IRC Windbome Debris Protection 3"No.8 SCREWS 12'O.C. Fastening Schedule for Wood Structural Panels , FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. Drawing Title: `L ? y. 'd t 't: Fastener Type Panel Span Panel Span Panel Span ::1 N >a- 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES WASHER(NP.) ' _ + ` w.r,- #,> RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND TYPICAL DETAILS Less than or Less than or Less than or a <.;, ..., q q q ! FLUSH BEAMy. Equal to 4 ft Equal to 6 ft Equal to 8 ft rH=, <._: 1:. THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE No.8 wood screw 4' 4' SEE PLAN .'r'. 1/2'PLYWOOD �' PROTECTING THE BRANCH CIRCUIT. REFER TO PLANS FOR SIZE NOTCH B.O. FLITCH BEAM based anchor with 16"O.C. 10"O.C. 8"O.C. AS REO. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE 2"embedment length GLASS STEEL PLATE frl.`.4 " �I 112 ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER, SIDE VIEW °. :,. ... .; _ . FRONT VIEW The construction t 'a" STROKE APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY wood screw be based anchor with 16"O.C. 12 O.C. 9 O.C. designation shall e RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR based " " 14199 "II" "+" ' " PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT THE EQUIPMENT 2'embedment length PLASTIGCOATEDPERMANENTWOOD FLITCH PLATE BRACKET IV' n ru SCREW ANCHORS to indicate the construction classification of the MEETS NATIONALLY RECOGNIZED STANDARDS. structure under DESIGNATION FOR STRUCTURAL 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE -This table is based n 180 ultimate design wind speed&a 33'-0*mean roof height GLASS section 602 of the BCNYS -Fasteners shall be stalled at opposing endsf he wood structural panel.Fasteners shag be located a min 1"from the edge COMPONENTS THAT ARE OF IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE of the panel -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than r into the building 112'PLYWOOD frame.Fasteners shall be located not less than 2J'from the edge of concrete block or concrete. TRUSS TYPE CONSTRUCTION WITH THE REFERENCE STANDARD RS 17-1. -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN a ';> ..r, iLF7f FLOOR FRAMING,INCLUDING 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) havingaminimumultimatewithdrawalcapacityof1,500pdS. GIRDERS AND BEAMS Scale: As Noted WINDOWS-GLAZED OPENING "R" ROOF FRAMING 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING ��(� ���� RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN. THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 ILDIt G °LFR" FLOOR AND ROOF FRAMING ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. Date: August 9, 2021 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES WASHER(NP.) STANDARDS AND CODES LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING t TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING �-T No.8 SCREWS 12'O.C. Drawing Number: TO WIND ZONE Il,MISSILES CAN BE USED ATA DISTANCE GREATERTHAN ONE MILE OF THE COASTLINE. DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING ASTM E 1996 AND OF ASTM 1686.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO MPH & CLOSER THAN ONE MILE TCOAST NE OR GREATER THAN OR An001 EQUAL TO 140MPH PH CERTIFIED WINDOW INSTALLATION PLL YWOOD PAANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS DETAIL: PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE - - � K. Habitable spaces shall be provided with adequate light(min 3�3 Provide Pub R Wall exterior foundation waterproofing sysbm as 5.27 Provide new stepped copper flashing at existing chimney-cut reglets. 7�6 Provide Rub R Wall exterior foundation waterproofing system as accordance with manufactures instructions. All water supply piping and Ronald Zakary SPECIFICATIONS 8%of floor area)and ventilation(ni of floor area)per manufactured by Advanced Coatings, Install on all new foundations. 5.28 Provide galvanized crawl space vents where indicated. Units to have manufactured by Advanced Coatings(all walls). System to be installed by piping for heating(except radiant)shall be copper. part code Section R303.1. Install on patio I porch walls. adjustable louvers and screens. authorized contractor and per Code R 406, 16.5 Connect new waste lines to existing septic system. 1>q awltax&W is &04� - 350 LAUREL WAY, LAUREL, L. Garage fire separations shall comply with code section R302.5, 3.4 Provide 8"reinforced concrete foundation walls as shown)n plans. All 5.29 Exterior porch Columns to have rust inhibitive coating from the factory and 7.7 Provide aluminum gutters and leaders throughout addition to match 15.6 Insulate all hot and cold water lines. Iiiiiiii,ii g R302.6&Table R302.6. reinforcing to comply with Code Section R403.1.3.5 and P111,04.11.3.3.7. additional field applied coating at bottom two feet of each column plus on existing-connect leaders to new. Provide screens on all gutters. 15.7 Connect all roof leaders to new dry well. . R Z ARCHITECTURE&DESIGN-RONALD ZAKARY ARCHITEC M. All stairs,rails&guards shall comply with Code Sections R311.7 3.5 All footings I grade beams shall be poured on virgin soil ard min.3'below base plates and anchor bolts to prevent any future corrosion. 7.8 Provide all interior and exterior sealants as required consistent with 15.8 Maintain existing boiler-size of boiler to be reviewed by heating &R312. grade. common practices for interior finishes and exterior water/weather contractor and necessary work included in base bid. Boiler to 60 Windmill Drive N. Window fall protection shall be provided where needed per Code 16 Do not pour in wet or freezing weather. 6.0 CARPENTRY: proofing. accommodate the following zones: THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION Section R312,2 3.7 All Concrete shall be at least 3500 PSI-slabs and extericii steps shall be 6.1 All lumber and labor shall comply with all local,state and federal a. Interior sealants shall be silicone base-paintable,white or clear. 1) Maintain existing zones of hydronic forced air heating. Huntington,N.Y. OF THE ADDITIONS AND ALTERATIONS TO THE EXISTING DWELLING 0. Protection of wood and wood-based products from decay& 4000 PSI Including porch&patio slabs. General Contractor shall be authorities having jurisdiction. b. Exterior sealants shall match color of adjoining material and shall 2) Provide one(1)hydronic forced air zones of heat in the Master Tel. 516-298-1156 LOCATED AT 350 LAUREL WAY,LAUREL,N.Y. FINAL DRAWINGS AND termites shall comply with(I.R.C.)Sections R317&R318. responsible for providing Architect and Owner with receipt Indicating 6.2 New exterior wails to be 2"x 6"at 16"o.c.with single sole plate and be silicone base,exterior grade, Suite and put the Living Room on a zone damper. Coordinate zone SPCIFICATIONS DATED OCTOBER 12,2021 COMPRISE THE COMPLETE 0.28 Upon completion of the work,the contractor shall have all areas concrete strength based upon cylinder tests. Provide separate cylinder double top plate. Notching and drilling of all studs shall comply with Code C. Provide backer rods at all exterior masonry caulk. allocations with Owner. RonZakary@gTiiail.com SET OF FINAL BID AND CONSTRUCTION DOCUMENTS COMPRISE THE cleaned included but not limited to vacuuming,washing and polishing. tests for slabs,footings and walls, Section R602,6. 7�9 Provide insulation in all walls and ceilings containing plumbing lines. 3) Provide a steam generator as required-1 per floor. COMPLETE SET OF FINAL BID AND CONSTRUCTION DOCUMENTS. O�29 The General Contractor is responsible,during all phases of work,for all 3.8 All concrete work shall comply with the requirements of the American 6.3 Interior partitions to be 2"x 6"at 16"to.c.with single sole plate and double Insulate all interior walls and both floors with Roxul sound deadening 4) Provide one zone of radiant heat in the Master Bathroom. construction means,methods,techniques,sequences,procedures,and Concrete Institute(ACI),ACI 301,304,305,311,315,31 a and 347 and top plate. insulation. 5) Provide optional pricing for radiant heat in the rear covered porch. 0.0 GENERAL NOTES&SPECIFICATIONS: safety precautions connected therewith. Code Section R402.2 and ASTM Cl 157, All concrete shal be air 6.4 New exterior wall sheathing shall be 5/8"COX ply wood-secure to 7.10 Provide lead coated copper eave flashing. New system to be installed as follows: Project Title: 0.1 The Contract Documents consist of the Owner-Contractor 0.30 The General Contractor is responsible for the coordination of all entrained between 5%and 7%max. framing per Code Table R602.3(l). Extend ply wood to top of top plate 7.11 All roof flashing to be lead coated copper. a. Provide Taco circulating pumps for all heating zones, agreement,the Architects Construction Plans,Specifications and necessary inspections during work as well as for final building 3.9 Reinforcing bars: ASTM A 615,grade 60 steel per R404 welded wire and no joints shall be allowed at floor lines per drawings. 7.12 Do not apply roofing materials to damp,frozen,dirty or dusty deck or b. Provide isolation valves for each zone. I Instructions to Bidders and all addenda(if any). department approval and for obtaining the N.Y.S.Underwriters fabric:ASTM A 185(6"x 6"1.4 11.4);steel wire:ASTM 6.5 Roof sheathing shall be 518"CDX plywood, Provide 1/8"gap between all to surfaces unacceptable to manufacturer. Deck surfaces shall be dry C. Provide all necessary wiring. O�2 The intent of the Contract Documents is to include items for the Certificate and the Certificate of Occupancy/Completion. A 82. sheets of sheathing per manufacturer. Install per(I.R.C.)TableR602.3(l) and free from snow and ice. d. Provide Nest thermostats for all zones-coordinate all proper completion of the work. Any omission in the description does 0.31 The General Contractor warrants that it is expert in the type of 3.10 Set 5/8"round x 18"long anchor bolts not more than one bot from corners and Code Section R803. Flat roof sheathing shall be 3/4"CDX ply wood. 7.13 Provide all roof and thru wall flashing as specified in division 5. locations with Owner prior to installation, Dunn Residence not relieve the General Contractor of delivering a completed project in construction work and method of construction required here under. By and spaced 32"on center per Code R403.1.6. Set anchor bolts either 6.6 Remove all fire damaged lumber throughout. 7,14 All insulation shall have a flame spread rating not greater than 25 and a. Heating systems to be installed in strict accordance with accordance with accepted practice. submitting a Contract Price,General Contractor is deemed to have side of all openings and a minimum of two bolts In any one sill. Provide 6.7 Ceiling joists to be as noted on plans. smoke developed index not to exceed 450 per ASTIM E84&Code manufacturers requirements. 350 Laurel Way . 0,3 The Owner and Architect have the authority to reject work which represented that its firm,supervisory staff and workman are expert minimum 7"embedment. Anchor bolts to be double hot dipped galvanized 6.8 New main roof rafters to be 2 x 10&8"@ 16"on center. Provide diagonal SectionR3O2.10. Exposed attic insulation on floors shall have a critical I. All heating equipment including type and location of does not conform to the drawings. The Contractor,at no additional and experienced in the type,method and performance of work (rated to be in contact with ACQ lumber)-with approved r square bracing at spans greater than 14'. radiant flux not less than 0.1 2 watt per sq.cm, thermostats and zoning to be approved by Owner. Laurel Hill,NY cost to the Owner or Architect,shall correct all work rejected. required,including the work necessary to produce the best possible washers. 6.9 Provide 2-2"x 6"treated ACO sill plates at all now foundations-in 7.15 Provide lead coated copper flashing pans at all exterior doors and g. Provide radiant heat with 4 way boiler tempering mixing valves with 0,4 Should the Drawings and/or Specifications,In the opinion of the aesthetic appearance for this project,consistent with the Contract Note: Drill new anchor bolts at 32"on center into existing'Oundations at accordance with Code Section R317&AWPA-Wi. windows with sills within 12"of roofs below. Solder all joints. motor controlled by outdoor weather reset. Contractor,show additional work,or work of more expensive character Documents,and to have offered such expertise and experience as an converted porch. 6.10 Provide new 3A"Edge Gold sub floor throughout(including two layers on 7.16 All windows and doors shall receive drip caps. h. Radiant heat to be manufactured by Radiant Technologies or than of accepted practices,it shall be the duty of the Contractor to inducement to the Owner to enter into an Agreement with the General 3.11 No admixtures shall be introduced into the concrete without written all floors scheduled to receive wood flooring)-glue(with Edgegold 7.17 Lightly stuff insulation around all window and door frames and spray in all approved equal, notify the Architect in order that proper adjustments may be made. Contractor. approval from Architect. adhesive)and screw down. It shall be the contractor's responsibility to perimeter spaces at first floor framing(box). 1. Test all radiant heat with pressure tests. The Contractor shall assume full responsibility for work done,or 0.32 The General Contractor shall arrange with the Owner for proper 3.12 Provide continuous damp proofing on all new foundations per Gode R406. provide floor material alignments throughout. Install per Code R503. 7.18 Provide rigid R-30 insulation or closed cell spray insulation over 6 mil j. All Mechanical work shall be completed per Code Chapters 12-16 materials substituted,without written approval from the Architect,if storage of materials on the site so that all is done in an orderly and 3.13 Aft concrete placed into forms for a vertical height of more than 36" 6.11 Install window,door,crown and base moldings throughout areas of work vapor barrier in floor of Pantry I Laundry Room. k. Extend heating into new Pantry/Laundry Room as needed. such work or material contrasts with the Contract Documents, secure fashion. shall be vibrated. as selected by Owners to match existing as follows: 7,19 Roof installation shall be completed by a certified installer and shall 15.9 Provide complete central air conditioning systems throughout the areas of Drawings or Specifications previously approved. 0.33 All site work including but not limited to storm water disposal and septic 3.14 Provide all beam pockets at all beams as noted and as recuired. 1. Door&window casing:Match existing. provide the Owner with the written guarantee. work-maintain existing throughout and provide new system for Master 0.5 The latest edition of the General Conditions of the American Institute system shall meet the requirements of all agencies having jurisdiction 3.15 Provide sleeves In foundation for all utilities as necessary. 2. Base molding:Match existing. 7.20 Provide Kemper flat roofing or approved equal at flat roofs-pitched as Suite and Living Room(on zone dampers)-coordinate zones with of Architects shall govern and be made part of these specifications. including but not limited to the Suffolk County Department of Health. 3.16 REINFORCING: 3. All windows to receive casing,skirt and have window sills. prescribed by the manufacturer. Owner. All equipment to be 16 seer by Carrier,Trans or equal. Provide 1,,,I !:11''Ei D AI�C -� / 0.6 DISCREPANCIES: Plans indicate going from a three to four-bedroom dwelling,which should a. All reinforcing bars are to be the diameter shown,deformed 4. All openings between rooms shall have 5/4"x flats stock plus 7.21 Provide layer of ice and water shield or Bituthene and lead coated copper all new insulated/sealed cluctwork due to new codes and 3 air changes A, I , I. Whenever there are discrepancies between the Drawings not require a new septic system. intermediate grade billet steel having a design strergth of typical casing. flashing where patio slab and pavers abut existing floor framing. per hour maximum, The location of all diffusers/grilles to be reviewed I.NKIR,> . Y/ or the Drawings and Specification,the General Contractor 0,34 The Owner,at the contractor's direction,shall secure the services of a 40,000 PSI per Code Section P404.4.6 and ASTM A 615,A 706 or 5. Kitchen crown molding by Kitchen contractor. with Owner and Architect prior to installation. Provide optional bidding for .1- , shall contract for,provide and install the better quality or licensed land surveyor for a final survey. A 996. 6. Provide allowance for paint grade crown molding throughout all 8.0 DOORS AND WINDOWS: 21 Seer equipment. 4", �Al,v- 1i , ,',,I " 0. C) greater quantity of material or work called for,unless 0.35 The General Contractor shall provide the Owner with release of liens b, Typical cover for all reinforcing shall be three(3)inches spaces except for Kitchen and closets. Assume 6"-8"simple cove 8.1 Provide raised panel 1 3/4"MDF raised panel interior door's per plans-to 15.10 Provide complete system of supply and return(Insulated&sealed)ducts Q: . ,. I _/�_ �A otherwise ordered in writing. documents including the General Contractor,all Sub-Contractors and unless otherwise directed. i crown throughout. Drop crown in Living Room to receive cove match existing-installed in strict accordance with manufacturer's to be utilized for central air conditioning. . 00, ;�,_ 2. Written dimensions(or notes regarding alignments or their suppliers. C. All bars are to be continuous unless specific lengths are lighting. instructions. Final selection of panel design per Owner. 15.11 Both heating and air conditioning systems shall be designed,installed, X . ,-�,",� shown. All splices are to be forty(40)bar diameters min. 7. Provide Azek crown/frieze at all soffits&rakes to match existing. 8.2 Install all Owner provided interior door hardware including front door. , �, x -, centerlines)shall govern over scaled dimensions. balanced,and/or adjusted by contractor to provide for the distribution of * __ --_ - I I- I A I . - r.� (P - C I_ . . ..\ . 0 ,7 rJ -41 0 F IN Ronald Z DO NOT SCALE DRAWINGS. 0.36 General Contractor hereby specifically acknowledges that the d. Welded wire fabric(WWF)is to be not less than 40DOO PSI. 6.12 Provide collar ties throughout all roof framing as noted. 8-3 All windows shall be manufactured by Andersen 400 series white vinyl heat and air conditioning to all spaces. 0.7 The Architect shall not be responsible for the performance of or the Contract Documents are full and complete,and sufficient to have a. All reinforcing is to be securely fastened to resist movement 6.13 Provide allowance for quarter sawn white Oak flooring on the first floor to clad windows. Units to be double pane Insulated,7/8"S.D lite,Low E 15.12 The first 10 feet of all supply and return ductwork leaving and work of the General Contractor and any other subcontractors,nor enabled it to determine the cost of the work and that the drawings, during concrete placement. match the existing oak flooring. Wood flooring shall be stored in heated Argon filled glass,with integral screens and pre-primed. Provide returning the air handling units shall be lined with 1"acoustic lining. Revisions shall he guarantee the performance of their contracts. the Specifications and all addenda(if any)are sufficient to enable the I. Provide reinforcing in all foundation walls and footings as per plans. residence for an adequate time period to ensure no movement/shrinking extension jambs as necessary in 2 x 6 construction. Complete shop The balance of all ductwork shall be insulated with 1 1/2"3/4 lb.density, 0,8 INTERPRETATION OF DETAILS: General Contractor to construct the work outlined therein in Provide#5 at 48"on center vertically in all foundation walls plus#5 following installation. Install in strict conformance with manufacturers drawings shall be provided to the Architect for review prior to lapped and tied with fiberglass tying cord or as required for code No. Date Description If the Contractor or any subcontractor objects to any details accordance with all laws,and otherwise to fulfill all of its obligations top and bottom and 245 bars continuous in all spread footings, requirements-trowel on glue and nail. Provide for two coals of slain and ordering. All grids in windows and doors to have spacer bars. ALL compliance and to meet blower door test minimum standards. - contained on the construction documents,he shall submit such under the Contract Documents. In addition,if General Contractor g. Provide 245 bars around all openings unless noted otherwise. three coats of non-yellowing polyurethane-assume satin. Sand and WINDOWS AND FRENCH DOORS SHALL HAVE DESIGN PRESSURE 15.13 GUARANTEE AND SERVICE: objections to the architect In writing within six(6)days after issuance performs any construction activity and if it knows or should have It. Provide#5 dowels from footings into walls at 48"or center. refinish all oak floors on the first floor. Coordinate stain colors with Owner. RATING SUITABLE FOR THIS WIND REGION. Provide screens for all The contractor shall guarantee and service the air conditioning 1 10-12-21 File For Permit of details. Failure to do so will be construed as contractor's acceptance. known that any of the Contract Documents contains a recognized I. Basement interior footings to have reinforcing as specified. 6.14 All roof rafters on each side of ridge to be connected together with windows and doors. system for a period of three years from final acceptance by the owner. 0.9 MEASUREMENTS error,in consistency or omission,General Contractor shall be j. Provide 245 bars per tread in concrete steps and continuous metal strap per plans. 8.4 All glazing in hazardous locations per Code Sections R308.4 and 15.14 Provide all power wiring as required in this section. Before ordering any materials or doing any work,the contractor shall responsible for such performance and shall bear the cost for WWF. Dowel steps into side walls with 245 per tread. 6.15 Provide micro lam headers as indicated-as manufactured by TJI, R301.2.1.2 shall be tempered including glazing in and adjacent to all 15.15 Properly support all ducts,blower and piping to structure to prevent any 2 11-01-21 Amendment verify all measurements at the building and the site and shall be correction thereof. k. Provide 4#4 bars vertically in two 12"round piers to support Provide 3"min.end bearing-nail multiple units together as doors,and in locations meeting all of the following criteria: type of vibration. . . responsible for the correctness of same, No extra charge or 0.37 Provide temporary exterior port-a-san for duration of project, reinforced 12"slab below new rear fireplace-extend dowels into recommended by manufacturer(3 rows of 16d @ 12"o.c.). a. Exposed area of an individual pane is greater than nine(9)square 15.16 Provide necessary exhaust fans to all Bathrooms per Code M1507. compensations will be allowed because differences between 0.38 Provide construction fencing as prescribed by the Village and in order to slab and bell base of 12"piers to 18"round(min). Provide lateral bracing per manufacturer. All flush framing into feet. 15.17 Furnish and install clean outs at the end of each horizontal run and at the actual dimensions and the measurements indicated on the drawings; maintain a safe jobsite. 3.17 Provide dry wells and piping per site plan. micro Isms shall be secured with 10d nails. Provide glue lam beams in b. Bottom edge less than eighteen(I 8)inches above the floor, base of all vertical waste and drainpipe. Clean outs shall be of same size any differences which may be found shall be submitted to the architect 0.39 Provide wire backed silt fence at the perimeter of the disturbed area or as 3.18 Provide Interior concrete piers and footings as indicated below Master conformance with Code Section R502.1.3. C. Top edge greater than thirty six(36)inches above the floor. as pipes they serve. for consideration before proceeding with the work. required by the Village. Protect street and curbing during all stages of Suite and Living Rooni top of piers=bottom of slab. Extend footing as 6.16 Minimum header at any opening=2-7 1/2"micro lams. d. One or more walking surfaces within thirty six(36)inches 15.18 Provide a complete system of risers,connecting into waste lines-to 0,10 RESPONSIBILITY: construction. Care shall be taken during construction to maintain a safe indicated at all new piers/Columns. 6.17 All load bearing partitions shall be called at mid span. All cat's shall be horizontally of the glazing. code All plumbing materials shall meet Building Department's � Each contractor shall be responsible for all material furnished him and and secure jobsite. Coordinate staging locations with Owner. 3.20 Saw cut control joints in the patio slabs as necessary to prevent cracking. ripped down 1/8"to avoid being proud of studs. Provide solid blocking 8.5 Provide and install interior and exterior doors as indicated on plans in requirements. All waste lines to be as allowed by the Village. All supply for the execution of his work in accordance with the true intent of the 0.40 Provide all new utilities to the job site as necessary and provide for all 3.21 Provide poured concrete stairs as Indicated on plans, Provide 245 behind all base and upper cabinets,vanities,at shower enclosures and as strict accordance with manufacturer's Instructions, piping for domestic water and heating shall be copper. drawings and contract.He shall provide without extra charge all necessary permits and inspections for same. dowels per tread and dowel treads into side walls. Provide continuous 6" needed. 8.6 All exterior doors shall have weather-stripping as part of their assemblies. 15.19 Plumbing contractor shall provide system design,materials,methods . incidental items required as part of his work even though not 0.41 General Contractor and all trades agrees to work only during the hours x 6"WWF. Set stair heights to receive bluestone pavers and full bed brick 6.18 Provide I"x 8"Azek fascias-match existing. Rakes to be 2 piece I"x 8 8.7 Contractor to provide heavy duly pocket hardware in all pocket doors- and labor necessary to satisfactorily accomplish the objectives,as particularly indicated or specified. prescribed by the Village. risers. Provide 4#5 bars at bottom steps/haunch and extend haunch 18" and 1 x 3 Azek. All soffits to be T&G Azek bead board-including porch Hafele or approved equal. designed on drawings and in specifications. . 0.11 DEVIATIONS: 0.42 General Contractor shall coordinate with the Homeowners Association for below grade. coiling. Provide ripped W continuous back mitered vent with screen 8.8 Contractor shall verify dimensions and quantities in the field and 15.20 The contractor shall verify all field dimensions and install items The owner reserves the right at any time during the progress of the all Construction regulations and requirements. 3.22 Provide formed beam pockets where indicated. stapled to sub structure. Paint sub structure black prior to screen report any discrepancies to Architect. All rough opening dimensions with necessary clearances for his work and the work of other trades. I work to deviate from plans or specifications. This will not invalidate 3.23 Coordinate all utilities needed for outdoor Kitchen prior to pouring slab. Installation. for doors and windows are the responsibility of the General Contractor, 15.21 If cutting of structural members Is necessary,the architect shall have the the contract. An allowance or deduction will be made. 1.0 SCOPE OF WORK: 3.24 Provide 12"round concrete piers as indicated to support reinforced 12' 6.19 Provide Azek beaded porch ceilings as indicated. The contractor shall review the door swings with the owner prior to authority to require additional framing to compensate for hotels). 0.12 EXTRAS: 1�1 Construct additions and alterations to the existing single-family dwelling as slab behind the existing fireplace(dowel to the existing foundation)as 6.20 Provide cathedral&tray ceilings as indicated. placing any door orders. 15.22 Provide shutoff valves to all fixtures, Provide three new frost proof hose Bills for extras will be allowed only when work is ordered in advance in outlined in the construction drawings,specifications and as otherwise indicated. Provide square concrete pier adjacent to the exisdng 6.21 All closet interiors to be completed by Owner retained contractor. 8.9 Repair/replace materials and finishes damaged as a result of install bibs on the house with interior shutoffs and drains to winterize. writing. required. foundation plus extended footing as noted. 6.22 The carpenter shall do all cutting and filling of his woodwork required 8.10 Maintain hardware protective coverings until final acceptance. Coordinate locations with Owners. 0.13 TEMPORARY HEAT&POWER: 1.2 Landscaping,lawn,landscape lighting&sprinkler system-bid separately. by the plumbing,heating and electrical contractors or any other 8.11 Hardware shall be accurately located,securely fastened and operate 15.23 The contractor shall subject supply and waste piping to pressure tests as The General Contractor shall provide&maintain all heat required for the 1 3 Construct new rear covered porch,fireplace and terraces as indicated. 4.0 MASONRY: mechanics to install their work. smoothly. prescribed by the local plumbing code and obtain from the inspector proper execution of the work, A minimum temperature of 55 degrees F. 1.4 Provide construction fence during all phases of construction as dictated by 4.1 Paths,landscaping,irrigation and driveway to be completed by GC. 6.23 All structural wood framing(headers,posts,floor joists and roof 8.12 All exterior doors(including Andersen Doors)shall be keyed alike- acceptance of the system. shall be maintained during appropriate stages of the work,The contractor the building department and as needed for a secure site. Provide hay Protect the existing driveway&curbing during all stages of work. rafters)shall be Douglas Fir#2 and better,s-dry as follows; coordinate with Owner. 115�24 Work under this section shall comply with codes and regulations of the I - shall coordinate with local power authority the provision of a temporary bales and silt fence as needed to prevent any erosion during construction. 4.2 Provide bluestone pavers at rear porches i patios and steps as selected Bending stress =850 PSI(single) 8A3 Provide allowance for new wood and glass front door,hardware,& National Board of Fire Underwriters and all stale and local authorities electric service. The Owner shall be responsible to pay for all temporary 1.5 Demolish existing indoor pool and all related equipment and construction by Owners. All steps to have full bed brick risers. Provide optional pricing Bending stress =1,000 PSI(repetitive) casings. Door shall be sealed as prescribed by mfg. Provide tempered having jurisdiction. utilities. and cap off all utilities. Excavate as necessary for crawl space in this for stucco risers. Fiber stress =1,400,000 PSI glass sidelites-VIF existing sizes. 15�25 Lawn Sprinkler system to be completed under separate contract. 0.14 TEMPORARY ENCLOSURES: area. Provide new floor framing and crawl space. Construct new Master 4�3 Sealing of stone to be completed by contractor as prescribed by the stone 6.24 All lumber in contact with concrete/masonry shall be treated 8.14 All tub/shower enclosures to be completed by Owner, 15.26 Install two owner provided shower heads in Master Bath shower plus All temporary enclosures shall be provided whenever needed either for Bedroom Suite and new Living Room. manufacturer. in accordance with current code requirements. Sill plates to be 8.15 Provide floor mounted mushroom tab door stops at all doors-selected by an overhead rain shower-ceiling mounted. . protection from weather or to protect the build;ng against entry,theft 1.6 Convery side porch to a new Pantry/Laundry Room and renovate Kitchen 4.3 Clean all masonry work at completion of work with approved acid wash 2-2'x 6"ACO. The General Contractor shall be responsible to ensure Owner. 15-27 Provide shower pan as recommended by tile manufacturer. or construction damage. /Family Room. or as recommended by manufacturer. that the proper means of protection are utilized during the handling, 8.16 Provide in window quote an option for additional UV protection thrwghout. 115�28 Contractor shall provide gas piping for outdoor fireplace,stove,dryer, 0.15 General Contractor to coordinate with owner's audiolvisual contractor 17 Provide new gas fireplace at rear covered porch. 4.4 Provide brick veneer Where indicated on new chimney(below porch roof) cutting,drilling,etc,of all treated material. 8.17 Provide an allowance for exposed barn door sliding hardware. boiler and generator to code. All gas piping shall be tested and inspected exact locations of all equipment,speakers,wirinci and cable wiring. 1.8 The basement shall remain for storage and mechanical rooms only. and stair risers and side walls-to match existing. Anchor brick to 6.25 Cutting of the floor joists to a depth of 1/1 6 of the joist depth shall be by building dept.and fire marshal as required.Contractor shall obtain all . substrate as recommended by manufacturer including galvanized, permitted except in the middle third of the span per Code Figure R502-8. 9.0 FINISHES: necessary permits and inspections. I __� 0.16 General Contractor shall coordinate with owner's telephone/cable and 1.9 Upgrade mechanical and electrical systems as indicated and as needed to adjustable masonry anchors at 16"on center each way, Provide out brick Notching,drilling or cutting of TJI/micro lam floor joints shall be in 9.1 Provide samples of all finishes to owner for approval prior to ordering, All 15.29 All gas piping shall Comply with Code Chapter 24. alarm contractor's exact locations of all equipment,wiring,etc. accommodate this project. veneers at sides of raised patios. Weave brick with existing at rear compliance with manufacturer's instructions. Maintain copy of installation interior finishes are as specified by Owners. 15,30 Install mechanical ventilation in baths per Code M 1 507, 0.17 Any deviations from the construclion documents without written chimney and re-point existing brick below porch roof. instructions on site. 9.2 All interior and exterior painting/staining-bid separately. All Azek trim 15.31 Provide all necessary permits for exterior equipment. approval from the architect Shall be the responsibility of the General 2.0 SITE WORK/DEMOUITION: 4,5 Provide lead coated copper flashing over ice and water shield where 6.26 Double joist or provide ladder joists at 16"o.c.under all partitions shall have holes filled,sanded and painted, 15�32 Supply piping to all baths to be 3A". Provide for hot water circulator to Contractor. Any corrective work requested by the Owner and/or 2.1 Site to be kept in broom clean condition throughout all phases exterior patios/stoops abut wood framing. running parallel to Same. At wet locations provide space between 9.3 Wood floors to be installed in strict Conformance with manufacturers Master Bath and Kitchen. Architect based upon unauthorized changes on the part of the General of work. General Contractor and Subcontractors shall,upon 4.6 Provide copper flashing at chimney intersectfon with new porch roof-cut double joists and block solid at four feet on center per Code Figure requirements. Store In heated residence for adequate period of time prior 15.33 General contractor shall be responsible to Install Owner provided exhauist Contractor,shall be completed by the General Contractor at no completion of all work,promptly remove from the property any reglets. R502.2. to installation to avoid any movement following installation, Sand and tan,ducts and all accessories for kitchen stove hood including remote roof additional cost to the Owner and with no effect to the timeline of the and all lools,scaffolding,equipment and surplus material. In the 4.7 Contractor shall set up sample panel of brick veneers for Owner and 6.27 All lumber shall bear grade stamps, provide two coats of stain(Owner selected)and three coats of non or wall tan per Code M 1 503, project. event the same shall not be removed by General Contractor and Architects review and approval. 6.28 Provide minimum 3-2"x 6"posts below structural beams I header unless yellowing polyurethane(assume satin). Match existing oak-quarter 15.34 Install Owner provided washer&dryer. 0.18 These Contract Documents,and all copy rights contained herein,are Subcontractors after five(5)days written notice,the Owner shall be 4.8 All masonry materials shall be installed as prescribed by the manufacturer. noted otherwise.Block solid to foundation or framing below. sawn, 15-35 Provide fin dryer vent to exterior per Code M1502. the sole property of the Architect and cannot be used for any other entitled to remove and discard the same without further notice and 4.9 Provide 12"clean,self-compacting gravel below porch slabs-set on 95% 6.29 Provide all necessary temporary bracing,shoring etc.,until all framing 9.4 Provide 5/8'gypsum wall board on all walls&ceilings-tape and spackle 15,36 Provide linear floor drain in Master shower by Infinity drain. means. without liability to General Contractor and Subcontractors,and General compacted/engineered backfill, and sheathing is in place. -ready to paint. Bathroom walls and ceilings to have 5/8"MR gypsum 15.37 Provide allowance for water filtration system for Kitchen. 0.19 The contractor shall visit the site and examine the nature and bearing Contractor and Subcontractors shall be liable to the Owner for the 4.10 Provide bluestone patio,porch and steps as indicated. 6.30 Provide fire stopping&blocking of the type and location per Code board except walls I ceilings to receive tile shall have 5/8"wonder board. 15.38 Provide water supply line to freezer in Kitchen for ice. power of the soil and report any unstable conditions to the architect. costs so incurred by Owner. 4.11 Inspect the existing masonry fireplace&chimney and include any R602.8 and draftstopping per R502.13. Provide corner boards on all exposed corners. Provide tape at all 15.39 Provide for a pan below the washing machine with a drain and self primifing � The contractor shall be responsible to report any unstable conditions to 2.2 Provide all necessary protection of exterior landscaping and necessary repairs in written bid. 6.31 The contractor shall be responsible for any modifications which may be cathedral ceiling that allows expansion and contracting. All labor and trap. the Architect prior to pouring footings. The Architect has not received any shrubs,etc.to remain. Provide Vchalin link construction fencing If 4.12 Pitch all bluestone to drain, required by the Building Inspector,within the scope of the Contract as material shall comply with the requirements of the US Gypsum Company 15A0 Cap off gas piping at Living Room fireplace and re-pipe to new outdoor soil tests and the foundations have been designed based upon an required by the Village at site perimeter to ensure safety during all phases 4.12 Provide for new/reconfigured fresh air intake for Living Room wood set forth in the plans or as outlined in proposal,at no additional charge and((I.R.C.)R702.3) All dry wall to be installed with screws only. fireplace, assumed bearing capacity of 1.5 tons per square toot. of work. Provide locked gates. burning fireplace. to the Owner or Architect. Provide 5/8"type X gypsum board in mechanical rooms(tape&spackle) 15.41 Cap off all plumbing,drain,gas and electric lines as part of the demolition O�20 Verify dimensions at the site affecting the work. Bring field dimensions 2.3 11 shall be the contractor's responsibility to determine the location and 6.32 Materials for millwork shall be kiln dried to a moisture content less and Garage and seal all openings with approved flame retardant caulking of the existing indoor pool. which are at variance to the attention of the architect. No extra charge or extent of temporary bracing/support needed for each condition. 5.0 METALS: than 12%. as prescribed by code(if any areas are affected by this project). Provide 15,42 Connect new waste lines to existing plumbing system as necessary. compensation will be allowed because differences between actual 2.4 No backfilling shall be done before footings and foundation walls have 5.1 Provide new lead coated copper flashing as dictated by fieW conditions. 6.33 Provide allowance for all new stair railings per code. All new railings shall layer of 1/2"guipsurn on the underside of all new TJI's as prescribed by 15-43 Provide gas piping to outdoor fireplace,stove,dryer and as needed to dimensions and the measurements indicated on the drawings. cured properly and foundation walls have been adequately braced,the All roofing and related flashing shall be copper or lead coated copper- comply with all applicable code requirements. Owner to select railings- the code. accommodate the new layout. All gas piping shall be pressure tested. 0.21 Compliance with the Drawings and Specifications about floor framing is installed,and walls are water proofed and insulation board Install per Code Section R703.4. provide allowance. 9.5 Provide 5/8"type X gypsum wall board throughout Garage and in materials and methods of assembly will not assure acceptance of the Installed over damp proofing. 5.2 Provide all necessary joist hangers,connectors,bolts,sleeves,slots, 6.34 Neatly and accurately secure joints so they are fitted tight,blocked Mechanical Room per code(only if areas are affected)-Tape and spackle 16.0 ELECTRICAL: work. Of equal importance is good workmanship,the lack of which will 2.5 Finished Grades shall slope away from house(min.1/4"per foot). nails.screws,etc.as required to provide complete job. and put together to avoid opening. Countersink all nails at all trim. per(I.R.C.)R302.5,302.6+Table 302.6. 16.1 All labor and materials shall comply with all applicable local,state and be sufficient cause for refusal of the work. 2.6 Prior to any excavations it shall be the General Contractors 5.3 Provide heavy duty strap hangers at micro lam connections as The painter shall be responsible to caulk all trim,fill and sand holes- 9.6 All finished surfaces shall be protected immediately following installation federal authorities having jurisdiction including Code Chapters 34-41. 0.22 The General Contractor shall be held responsible for the proper responsibility to locate all underground utilities(call 1-800-272-4480). manufactured by Simpson. The Architect shall coordinate alI ready to paint. and until final acceptance by owner. Any finishes damaged during any 16.2 Electrical Contractor shall coordinate all necessary inspections and shall . protection,preservation,and repair of the existing adjacent 2.7 Excavate as required in location of storm water system and trench for all connections of major structural members-the contractor shall notify 6.35 All cabinetry to be bid separately including cabinets&counters In Kitchen, phase of work,shall be repaired i replaced at the direction of the owner be responsible for providing owner with final New York State Board of structures,finishes and utilities,as well as natural features,trees and piping. Provide piping for all roof leaders and site drainage as indicated. the Architect when all members are to be installed. Pantry/Laundry Room,bath vanities&Counters,etc. and I or architect. Fire Underwriters Certificate. shrubs surrounding the site and shall maintain the premises in a neat Provide all dry wells indicated. The Owner shall retain the services of an 5.4 Provide termite shield at all new foundation work per Code R318, 6.36 Provide six(6)8d nails at both ends of all 20 gage metal straps, 9.7 Wood floor shall be installed and finished in strict accordance with 16.3 Provide new buried electrical service to accommodate total load-if and orderly fashion and free of all construction debris. Provide engineer to inspect all dry wells and septic system. compatible with ACO sill. Set termite shield on sill sealer insulation. 6.37 Provide TJI 11 7/8"pro 360 floor joists where indicated per Code R502& manufacturers recommendations. needed. Provide sub panel as needed to accommodate Master Suite, construction fencing around existing trees and shrubs immediately 2.8 The General Contractor shall be responsible for coordinating with all 5.5 Provide all reinforcing and mesh for all concrete work as specified in ASTM D5095.Install in strict compliance with manufacturers installation 9.8 The Contractor retained painting contractor shall be responsible to Kitchen,Pantry,porches and Living Room. . surrounding the construction area. Protect existing street and utilities concerning site access,setbacks,foundation sleeves, Division 3 and per Code R404&ASTM A615,A706 or A996. guide. Provide strand board at all box beams-double at all openings per counter sink,fill and sand all nail holes(inside and outside)-ready 16.4 All switches,dimmers and switches shall be by Lutron. Dimmers to curbing from any damage in accordance with local ordinances. inspections and final approvals. Install all sleeves for all utilities. with min.40,000 P.S.I.compressive strength. Code R502.1.7. Provide lateral bracing at all floor joists per manufacturer. to paint/stain. be Lutron Mistro dimmers. Units(including outlets)to be white. 0.23 All proof of insurance shall be verified in writing to the Owner and 2.9 Excavate as necessary in location of new foundations. 6.6 Provide 518"round x 18"long anchor bolts at all foundation walls at Storage on site and installation shall comply with manufacturer's 9.9 All carpeting-not in contract. Coordinate with Owner. GC to provide all LED dimmable 2700K bulbs. Architect including but not limited to General Liability,Workmans 2.10 Provide rough grading around new foundation work. Remove all clay from 32"o.c.-minimum 2 per wall and maximum 12"from each comer per requirements. Provide layer of ice and water shield along existing 9.10 Install tile/stone 8 grout as provided by Owner. All tile/stone to be 16.5 Install Owner provided interior and exterior surface lighting fixtures. Compensation and Disability. The Owner shall be responsible for the site and truck in new well draining material to backfill around all Code R317.3.1&R403.1.6. Provide 3*square washers. Drill new foundation perimeter to avoid contact with new TJI's. installed over mud base or as otherwise recommended by manufacturer. 16.6 Provide and install recessed LED lighting by CSL or approved equal. maintaining the proper properly insurance during all phases of work. drywells and foundation walls,if necessary. anchors at converted porch at 32"on center. 6.38 Store TJI&micro lam materials on site in dry location and protect during Install tile I stone as prescribed by the Owner. Assume accent tile Install in strict accordance with manufactures instructions. Recessed 0.24 The work and materials shall be guaranteed for three years, 2.11 Remove all excess soil from site not needed for backfill. 5.7 Provide steel framing members as indicated on plans. construction as recommended by the manufacturer, throughout and assume tile for Master bathroom on floors and in Shower lights to have protected cans suitable for insulation installation. All trim commencing with the General Contractors final payment, During this 2.12 Stockpile topsoil for reuse.Provide minimum 6"coverage. 5�8 Fabrication and erection of all structural steel work shall conform to 6.39 Install Owner provided mantles,surrounds,hearths and glass doors at enclosures,with accent tile-provide labor allowances. Provide for kits shall be white and baffles to be white. All bullos to be 2700K LED time the contractor shall make good on all defects.Granting of a 2.13 Final location of storm water dry wells to be coordinated with the Building AISC specifications for the design,fabrication and erecNon of Iwo fireplaces. Fireplace inserts,gas logs,glass doors and gas log kits to radiant heat in Master Bath. dimmable lamps, Contractor shall provide all bulbs and LED strip certificate of occupancy or the owners use of the premises shall not Department and Dept.of Health. structural steel for buildings-latest edition. be provided by the Owner. 9.11 Master Bath shower to have recessed niches-coordinate with tile/stone lighting. constitute acceptance of the work. 2.14 Provide silt fence and hay bales as required to prevent any erosion during 5.9 All steel shall conform to ASTM designation A-36 steel. 6A0 Provide allowance for exterior metal handrails. Coordinate final selection dimensions. 16.7 Provide power for exterior outlets on dedicated circuits. construction. with Owner. - . . 0.25 The General Contractor shall be responsible for the removal of all 2.15 Provide clean well draining soils to backfill all foundations,if suitable 5.10 Steel pipe columns: Provide 4"round x.337"wall thickness columns with 6.41 Provide 3/4"ply wood roof sheathing at all flat roofs,to receive Kemper 9-12 Install Owner provided stone saddles and jambs/saddles at shower 168 Provide line voltage with battery backup 2 stage smoke detectors waste and debris in compliance with all local,slate and federal laws and material does not exist on site. Remove all excavated clay and silly soil. 10"x 10"x 3/4"base plates and 4"x 8"x 1/2"top plates as noted. Columns roofing system or equal. enclosures. (Ionize/smoke detection)per code requirements(R 314&UL217)and Drawing Title: regulations and shall indemnity and hold the owner and the architect 2.16 Completely remove the existing Indoor pool and all related construction to conform to ASTM A-53,grade B unless otherwise noted on plans. 6.42 Provide allowance to install Laundry Room cabinets and counters. 9.13 Include in bid the installation of Owner provided bath accessories,towel NFPA 72- one in hallway outside sleeping areas and one In each harmless from any losses or claims in connection therewith. This and utilities. Remove existing slab in this area and excavate for new crawl Prime columns per Code Section R407.2. Rear porch columns to be 5"x 6.43 Kitchen&Laundry I Pantry cabinets,counters and backsplashes by bars,toilet paper dispensers,medicine cabinets,etc. Bedroom and one in Garage and in Basement as needed. Provide one clause shall survive the termination of construction,or completion of space to the depth of the existing footings. Backfill removed swimming 5"x Y2"HSS columns with full moment connections to beans and others. Install Owner provided appliances including stove exhaust-run 9.14 All mirror work by others, CO detectors on each floor including basement level and attic per Code the owner/contractor agreement. pool with engineered backfill to slab elevation. eccentric base plates. Base plates shall have four'A'HSS anchor bolts. thru the left side wall as permitted by code. Pad down ceiling if needed to 9.15 All ceramic tile/stone shall be Installed in 1 1/2"(min.)selfing bed on floors R315&UL 2034. SPECIFICATIONS 0.26 The Drawings and Specifications are intended to coordinate. Anything 2,17 Provide Owner and Architect with drawing illustrating all new subsurface 5.11 All bolts shall be 3/4"diameter,ASTM A-325. account for stove exhaust duct-coordinate with Architect. and thinset on walls. 16.9 Install exterior water proof(GFI)outlets as indicated, . found on the drawings and not mentioned in the specifications or visa utility locations with dimensions. This drawing shall include electric 5.12 Provide galvanized mesh for all thin brick veneers, 6,44 Maintain all existing roof framing and collar ties in attic. 9.16 Epoxy setting and grout mortars for tile work shall be as manufactured by 16.10 Provide ground fault interrupter circuits and arc fault surge protection to versa,or anything not expressly set forth in either,but which is service,gas service,water services,dry wells and all related piping. 5.13 Provide non-shrink grout at typical bearing plates set on masonry/ 6.45 Provide for an insulated attic hatch where indicated.Double ceiling joists Laticrete International Inc.or approved equal-color as selected by code. reasonably implied,shall be furnished as though specifically shown and 2.18 Demolish the finishes from the existing side porch-to be converted to concrete. at opening. Owner. 16-11 Install new outlets per code requirements and as indicated. Interior mentioned in both,without extra charge. Pantry/Laundry Room. 5.14 Joist and other framing connectors shall be manufactured by Simpson. 6.46 Provide 3/4"ply wood sheathing on framed chimney at covered porch. 9.17 Tile/stone installations shall comply with manufacturer's instructions. outlets to be in base molding as code permits. 0.27 GENERAL CODE REQUIREMENTS-INCLUDING BUT NOT LIMITED TO: 2.19 Demolish existing Kitchen and Powder Room as indicated. 5.15 Provide galvanized hurricane ties at all roof eaves @ eacil-rafter. 6.47 Provide solid wood blocking in Master Bath stall shower and both toilets, Final lines and joints shall be reviewed by Owner prior to installation. 16.12 Provide wiring for heating and air conditioning systems as required. A. All trades,workmanship and materials must comply with the 2020 2.20 Demolish portions of the existing residence as indicated on construction 5.16 All steel to steel connections shall be'momeni'connectiors. for future grab bars. 9.18 Layout all tile$so as to minimize cuts less than one halt tile size.Locate 16-13 Electrical Power and lighting shall comply with the 2020 Residential Code Residential Code of New York State,together with the Code drawings. Protect all portions of the dwelling not intended to be renovated 5.17 Provide aluminum gutters and leaders throughout additionto match 6.48 Provide kiln dried floor framing at converted side porch on pressure cuts in tile work to be least conspicuous. of New York State.all governing agencies and with all the Supplement and all local,state and governmental authorities during all stages of construction. existing. All leader locations shall be approved by Architect prior to treated sleepers. 9A9 All finished surfaces shall be protected immediately following installation requirements of the Underwriters Laboratory. having jurisdiction. 2�21 Remove existing stair railings-per Owners selection, installation. Provide screens on all gullets and baskets at top of all 6.49 Master Bedroom Built-in construction by others. and acceptance by Owner. 16.14 Power and lighting distribution systems shall comply with N.E.C.A.,the B. All work and materials must Comply with the 2020 Energy 2.22 Remove portion of second floor balcony as indicated. downspouts. 6.50 Frame tray ceilings in Living Room and Master Bedroom as noted. 9.20 Sealing of masonry(flat work)to be completed by others-as prescribed National Bureau of Fire Underwriters and all other governing agencies. Conservation Code and the 2020 Supplement,Mechanical Code 2.23 Saw cut existing foundation to accommodate new crawl space access and 5.18 Steel connections shall be two angle standard connections whatever 6.51 Provide siding and trim to match existing. Install with stainless steel by the manufacturer, 16.15 Coordinate power requirements and installation of the service with Power &Plumbing Codes. new crawl space vents. possible-other than moment connections. Connections shall be fasteners. 9.21 Owner to be responsible for Kitchen stone counters,Laundry/Pantry authority as required. Provide temporary power as necessary. C. Habitable areas shall be ventilated per code section R303 2.24 Remove existing gas fireplace insert in Family Room and inspect the adequate to carry the reaction due to maximum uniformly Jistribuited load 6.52 Provide 10"x I O"fiberglass columns-wrapping steel columns as cabinets&counters and bath vanities&counters. 16.16 Label all circuits on panel boxes. Leave minimum of 10 spares. and Bathrooms shall be ventilated per section R303.3. existing masonry wood burning fireplace and chimney and report findings that the beam is capable of supporting for its span based on the A.I.S.C. indicated. 9.22 Install owner provided stone bench in Master Bath shower-on steel 16.17 General contractor shall verify final locations(heights)of all fixtures, D. Smoke detectors and Carbon Monoxide detectors shall be to Owner and Architect. Safe Load Tables. 6.53 Install owner provided medicine cabinets and frame headers at each. supporting brackets. outlets and switches,etc.with Owner prior to roughing. installed per the minimum requirements of the code section R314, 2.25 Provide all necessary temporary shoring and bracing as needed during 5.19 All steel shall have factory rust inhibitive coating including inside fally 6.54 Adjust floor framing in Master Suite and Living Room to account for 9.23 Install owner provided kitchen stone backsplash tile. 11618 All lighting fixtures and electrical equipment shall be UL approved. R315,N F.P.A.72 and UL 217,UL2034 requirements. demolition and construction. columns. additional layers of sulafloor in these areas to align with existing oak floors 9.24 Maintain I protect existing powder room wood floor-to be refinished. 16.19 Coordinate with all Owner retained trades including telephone, E. Finished roofing shall comply with the minimum standards of 2.26 Remove all topsoil at the terraces on grade and provide engineered fill up 5.20 Provide all metal straps from roof rafters down to foundation per details as and to provide a flush floor into the Master Bathroom. 9�25 Install fireplace hearths,mantles and surrounds for Family Room and cable,security and audio/visual. the code-Chapter 9. to new slab elevation to accommodate new slabs and stops as indicated- manufactured by Simpson or approved equal. All 20 gage straps shall exterior fireplaces. 16.20 Contractor shall gang all adjacent switches,climmers&timers. F, Building structural materials or assembly subject to 95%compacted fill. have six(6)8d nails each side. Straps at base of first floor walls which 7.0 THERMAL AND MOISTURE PROTECTION: 16.21 Segregate lightfrig circuits from convenience outlets. . deterioration shall conform to code Sections R317&R318. 2.27 Saw cut existing concrete piers as necessary due to new floor framing and wrap around sill plate shall be stainless steel or double ho:dipped 7A Provide batt insulation throughout residence of appropriate thickness as 10.0 SPECIALITIES: 16.22 All wiring shall be copper(wire gauge per code requirements). G, All habitable spaces shall allow for emergency egress with to accommodate steel beams. galvanized and installed with stainless steel or hot dipped galvanized indicated. Provide sound attenuating insulation in all interior walls and 10A Install one owner provided prefabricated gas fireplace and ceramic log kits 16.23 Provide allowance for Iwo new-two lamp security spot lights on motion Scale: As Noted openings to the exterior of min.5 S.F.on the first floor and 5.7 2.28 Remove all pool equipment and remove all related electric and plumbing nails. Provide all straps per plans and as required by the building between floors(at exposed locations)by Roxul. Insulate porch roof I including all accessories sensors with Light sensors-coord.locations with Owner and architect. square feet on the second floor both with 24'minimum height lines, Completely remove any existing drain lines to an existing dry well. department. All exterior columns with wood posts shall have galvanized ceilings for acoustical purposes. 10.2 Extend existing central vacuum system throughout the additions and 16.24 General Contractor to run CAT 6 wiring to all spaces. Coordinate location and 20"clear width per code section R310. Report location to Architect and possibly use as overflow for new roof raised post bases and post caps or galvanized tie downs as required. All 7.2 Exterior walls to receive Blueskin house wrap(suitable for siding- provide outlet on rear porch. of basement IT closet with Owner Provide low voltage exhaust fan, - H. Provide safety glazing per Code Sections R308.4-308.6. Safety drainage. main roof members including hips and valleys shall have te downs at coordinate with manufacturer)and roofs to receive ice and water shield at 10.3 Install owner provided wood burning fire pit behind Master Bedroom, dueled to the exterior if needed for IT equipment. Date: August 9, 2021 glazing shall be provided in all doors,panels within 24"of doors, 2.29 Saw cut openings in rear exterior walls where indicated for new structural plate and ridge. Comply with Code Section Ri 1.1. valleys and eaves plus 30#felt paper. 16.25 Install interior outlets in base molding. . shower/tub enclosures,at stairwells and meeting all of the steel columns-set on to existing foundation. 5.21 Provide flashing pans at all exterior doors and at windowswithin 12"of 7.3 Provide lifetime asphalt roof shingles-match existing-coordinate final DELETE SECTIONS 11,1 2,13 8,14,NOT APPLICABLE 16,26 Provide allowance for LED cove lighting in Living Room tray ceiling. following:The exposed area of the pane is greater that 9 square lower roof lines. selection with Owner. All roof work shall meet installation requirements of . feet and the bottom edge is less than 18"above the floor and the 3.0 CONCRETE: 6.22 Provide lead coated copper drip caps at all exterior openirgs. all authorities having jurisdiction and Code Section R905.2. Provide ice 15.0 PLUMBING/HVAC: top edge is greater than 36 Inches above the floor and the glass is 3.1 Provide continuous poured concrete footings and foundation walls as 5.23 Provide lead coated copper drip caps at all rake boards. and water shield on all valleys and eaves(2 courses)and at roof/wall 15.1 Provide all necessary roughing for complete installation per plans, Drawing Number: within 36"of an adjacent walking surface including stairs&landings indicated on construction drawings. Footings shall comply with Code 5.24 Provide lead coated copper standing seam roofing where ndicated at rear Intersections. Install roofing as recommended by manufacturer and all 15.2 Provide and pay for all necessary inspections,tests,and approvals. and tub platforms and within 60"of a stair landing. Section R403 and foundation walls shall comply with Code section R404. porch. Install over ice and water shield or as required by manufacturer. requirements for 130 MPH wind region. Roof installer shall be a 15.3 All fixtures and fittings to be provided by the Owner and installed by 1. Enclosure&ventilation of fuel burning and/or heat producing 3.2 Provide 4"concrete slab on 6 mil vapor barrier at porches&steps,as 5.25 Provide steel flitch plate headers as indicated with thru bolis at 18"on manufacturer certified installer and shall provide owner with written lifetime the General Contractor. equipment shall comply with code Chapter 13. noted. All slabs poured on 95%compacted fill. Porch/patio/stoop slabs center-stagger top and bottom and provide 2 per each aid. warrantee. 15.4 All plumbing work shall comply with all applicable codes and standards J. Fire stopping shall be provided per Code section R302.11 and to pitch 118"per foot minimum as indicated. 5.26 Provide allowance for metal hand railings at rear steps as code requires- 7.4 Provide standing seam lead coated copper accent roofs as indicated. and Code Chapters 25-32. Install fixtures and fittings in strict . draftstopping shall meet the requirements of section R302.12. provide allowances. 7.5 Provide 6 mil.vapor barrier below all slabs. . A,300 . - - ___ ----� - I I _ _____ I I __ --- I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . . Ronald Zakary t 45'441'EXIST & c(e� PROPOSED COVERED PORCH ALIGN STRUCTURE WITH EXISTING HOUSE RF aWxzx&W 7'-II2" t17'-62' 20'-32' GABLE END 60 Windmill Drive PROPOSED OUTDOOR KITCHEN CENTER ON EXISTING CHIMNEY Huntington,N.Y. Tel. 516-298-1156 (2)COLUMNS ABOVE-PROVIDE 14'X 14' 2 RonZakary@gmail.com - - CONC PIERS @ EACH COLUMN+42"'X F - - CONCRETE HAUNCH @STAIRS I 42'X 15'FOOTINGS W/5#5 EA.WAY I ❑ I — -- - - - - - - - - - - - - - Project Title: I I N N F _ _ _ -1 F- - - - - - - - - - - - - - - -- ,�� I - _ _ _ � _ - - - - - - - _ - - - - _ - - _ Dunn Residence - - - - - - - - - - - - - - - - N -I- I - J J THICKEN SLAB PERIMETER TO I8" LI -) L I I I I 350 Laurel Wa I (J" I BELOW GRADE W/2#4 BARS I I I I I Laurel Hill,NY DROPPED(3)2x10 P.T. GIRDER LU I I I I I I, 6'-42" L 1-2 16'-42" 1._z. I 19' F' I I'-2 I I I 1 I I I I _ SLAB ON GRADE _� 1=6 ;� 3. z1. 1-6' 14'-7' I'-6' 2'-10Z 4'SLAB w/6'X6'jo WWF ON 6 MIL I HAUNCHI 2 (HAUNCHI 2)COLUMNS ABOVE-PROVIDE 14'X 18' x I I VAPOR BARRIER ON 95%COMPACTED GRADE U_ I L CONC PIERS EACH COLUMN+42"X NI I I q D °o w IN 42'X 15'FOOTINGS W/5#5 EA.WAY TYPICAL 12'DIA. CONC PIER W/24'X 12' o v) s I I I w Ivl FOOTING-MIN 36'BELOW GRADE-W/P.T. CONCRETE HAUNCH W/2#5 BARS z KR W 6'X6'POST W/SIMPSON GALV. CBSQ I 1- - - - - - J POST BASE+ GALV. ECCU POST CAP I I o 12'THICK CONCRETE HAUNCH @GAS m _I I �� •� � v I INE OF DECK ABOVE �„ I I _ _ S _ _ _ _ _ - _ �tt9 JI I 'o m N INSERT FIREPLACE ABOVE W/#4 @ N - o 12'OC EA. WAY-EXTEND 6'PAST v - - - i-i `� n= ;U ,;; FIREPLACE — — SLAB ON GRADE ' 1 -� DROPPED(3)2x10 P.T. GIRDER o I o N - - - - - - - - N - ( J #5 DOWELS @ 8'OC i I VAPOR•BARRIER SLAB /ONx9510 %COMPACTED GRADE I I N� 0C�«3Q N I EQUAL EQUAL EQUAL I I 12'X 12'CONC. PIER TO EXISTING FND. @ 12' j�O ^1 �0 OC W/2#5 EXTEND DOWN TO FOOTING$ I I I I I I N J I F I �- - LJ EXTEND FOOTING#2'X2'XI'-DOWEL TO TEEL COLUMN FROM ABOVE-TYP � i I EXISTING I I I I I I Ronald Zak N I LAG BOLT P.T. 2X10 TO BOX I - - - - - - - - BEAM @16'OC(T&B)+PROVIDE I I I _ I I I I- - - - - - - - - - - - - - - - - - I ReVISIOr1S I I SIMPSON GALV. DECK TENSION - - - I I I F_ I I I I NO Date Description I I I TIES @ 3z"OC � � ( I I W �— � p g7l 1 10-12-21 File For Permit -- - - - - - J ALIGN #5 DOWELS@ - - - - - - - - - - - - - .o 12•°C N 2 11-01-21 Amendment I • m 2-12'DIA. SONO TUBES TO 5'-4• 12'-O'STEPS ;, FOOTING BELOW-TO 6'-2' SUPPORT 12'SLAB CENTER ON DOOR/GABLE ABOVE EXISTING FOUNDATION-TYP I z UNDERPIN FOUNDATION @ IS STL COL UNEXCAVATED CLOSE UP EXIST C.V. J CMU BLOCK AND a EA.WAYABOVE W/3'X3'XI5'FOOTING #5 WATE #5 DOWELS I l @I2.00 NEW 2XI0 P.T. FLOOR JOISTS N U_ PROVIDE NEW(2)2X6 P.T. SILL PLATE 16' OC (KILN DRIED) I MECHANICAL ROOM a CRAWL SPACE " 0 ON TERMITE SHIELD+SILL SEALER STORAGE I EXISTING NO CHANGE o LU EXISTING e N EXISTING NO CHANGE o N o zoo "' C. PROVIDE 6 MIL VAPOR BARRIER UNDER I N C a o o iL o 2X6P.T. SLEEPERS(ON FLAT)OR AS o o W o = o REQUIRED+R 30 RIGID INSULATION m L., PATCH SLAB AS REQUIRED @ REMOVED POOL U_ � 4 " C> C> zEQUIPMENT W 0 PROVIDE GALV. N m w 5' o 1 ANCHOR BOLTS @ 32'OC "'X " o o I NOTE: THERE SHALL BE NO SAW CUT NEW CRAWL SPACE ACCESS W _ N in N -zo '—'—'—•— INTO EXIST CONC. � SLEEPING QUARTERS IN 4 2 �� � 20 I s X THIS BASEMENT- STORAGE W I & MECHANICAL ONLY (2) II e" LVL (I) II e" LVL - LAG BOLT @ 16" OC TO EXIST CONC. & EXIST BOX BEAM AW CUT FOR NEW CRAWL SPACE VENTS XIST ELEC. PANEL � - - � _ 4 LOCATIONS EXIST GIRDER_ - _ - - _ _ EXIST GIRDER _ Eh _ _ _ ( _ - - I - I NEW DROPPED W 8 X 18 _ - - - EXTEND EXISTING FOOTING @ NEW COLUMNS TO BE I L - _J I- - 24' X 24'X 12" -TYPICAL 1 Ex o I I LU i 3- NEW 12' DIA. REINFORCED POURED CONCRETE PIERS MECHANICAL ROOM Ex I I a m J EXISTING NO CHANGE x� w Ex I _j Q I o a NEW CRAWL SPACE `- -----i- I m 3'RAT SLAB OVER o J NOTE; CONTRACTOR TO CONTACT ARCHITECT AFTER 6 MIL VAPOR BARRIER I--------a o of m m EXCAVATION TO F.V. EXISTING LOCATIONS OF PIERS I w L_____-J SSUMED EXISTING PIERS u- m I I -SAW CUT DOWN T LU cai j ------ I LU LLJ RECEIVE NEW STEE N -� J J PROVIDE LAYER OF ICE & WATER SHIELD TO SEPARATE ` ` I I BEAMS -F.V. EXIS;ING o - v_ ,"� m m ` ` I r------7 I o o - > > I FRAMING & CONCRETE WALL- TYPICAL `�`� I I CONDITION/LOCATI N- w o - 0 0 UP 1 I NOTIFY ARCHITECT ���� AFTER EXCAVATIO I STORAGE -- --- EXIST EXISTING NO CHANGE -- --- I I I NEW DROPPE W 8 X18 STAIR EXIST -- --- STAIR -) a m I F.V. EXISTING FOOTINGS -- -- I -- -- I J a I� J O U I O Q LU m I J Uj C> °O o u� ( ASSUMED EXISTING PIERS - SAW CUT DOWN ------- I I LU o Z J m L I TO RECEIVE NEW STEEL BEAMS I W ZD - ~ EP- -_ - - - � o -� - ________ I m LL_ m I o w � o STORAGE Z M DrawingTitle: EXISTING NO CHANGEF_ LINE OF EXISTING POOL TO I I PROVIDE COMPACTED BACKFILL PROP BE UP TO CRAWL SPACE SLAB OS NEW DROPPED W 81 X 18 ED FOUNDATION 8, ___1PLAN/ EXIT BASEMENT t12'_'4 I TYPICAL 4' STEEL COLUMNS- PROVIDE 24 ' X 24' X 12" FLOOR PLAN 2 - REINFORCED CONC. FOOTINGS W/ 3 #4 BARS - #5 DOWEL C 12" OC TO EXISTING-WITH 10'X 12' CONC, PIERS FROM 20 FOOTING UP TO CSP SLAB- DOWL TO FND W/ 2 #5 @ 12' OC a Ap = \OAA Z M OQe�o� Scale: As Noted NLW DROPPED W 8 X 13 - Date: August 9, 2021 PZA NEW CV Drawing Number: PROPOSED FOUNDATION PLAN/ EXISTING BASEMENT FLOOR PLAN � A-1 01 SCALE: %" = V-0" c CENTER OF EXISTING BAY WINDOW Ronald Zakary c CENTER OF PROPOSED TRAY CEILING t 46'-74 EXIST 23'-7' PROPOSED COVERED PORCH ALIGN WITH EXISTING HOUSE 5" 7'-III' 4'-7" 20'-3-2" GABLE END 5" LEGEND 2 2 tl2 II' 4 2 2'-4' 21'-3" ___--- CENTER ON EXISTING CHIMNEY STEPS EXISTING CONSTRUCTION TO BE REMOVED - 60 Windmill Drive EQUAL EQUAL NOTE:ALL PORCH STEEL CONNECTIONS TO BE MOMENT CONNECTIONS 0'x 10"FIBERGLASS EXISTING CONSTRUCTION TO REMAIN Huntington,N.Y.Tel. 516-29f3-1156 r COLUMNS-WRAP STEEL HANDRAIL NEW FRAMED CONSTRUCTION RonZakary@gmail.com W 12 X 30 0 — _ — (WIE4}— - - - - - - - - - - - - - - � I I Project Title: I - - - - �- - - (4) 5'X 5'X 'H.S.S. COLUMNS W/ PLANTER 4 - - - - - - - - - - - - -- 3 T � LL - 10'X 10'X J`ECCENTRIC BASE PLATES (2)ANGLE BOLTED CONNECTIONI I W/4-z"ANCHOR BOLTS I I z I Dunn Residence I I _ — — — — — — — — _ —0 -pal EQUAL I , I EQUAL 350 Laurel Way _ _ _ 2 Laurel Hill,NY III I X I I I I I I r I I I zo I N I SLOPED CEILING JOISTS SLOPED CEILING JOISTS I FLUS (2) 14' M.LAM 11 _j ( I 20 -� o I PITCH MINI /FT o S ci T DRYWELL a I 11 I a I I LU III W I I I W I I I l d a ED A� LU q I I N I u, o PATIO ON GRADE o i I I W v m COVERE PORCH _ X _ N I I I M I m NI I - BLUESTONE Qo ���� N I N AHOGAN DECKING I N I ( NI I J _ 0 o I p w N I I I I COVERED PATIO ON GRADE a a J I I I I Q BLUESTONE PATIO I I w +� o A a �" I ,Tl I ( I w III ( I I I II I 1 1 L FLUS (2) 14' M.LAM J J GAS INSERT I I 1 1 I t18'-5�' '��. �•2 73Z yp4 (- -I I I FIREPLACE I I I 2' 6' BRICK SURROUND- I I RAISED HEARTH I NE� I ( I I EQUAL EQUAL WEAVE INTO EXIST I Ronald Z 2X8 C.J. 16" OC I o Ex I I I I E T T III I N _ AG BOLT 2X8 2xs c.J. I " o i -_ j I I Revisions EX I I o a I I No Date Description o f I p EX i I I I 203 (.v 11 6} (wu5} I I PLANTER I I I I I I 1 PLANTER N 1 10-12-21 File For Permit _ _ _ _ Ex EX __ II_5• GABLE END f BUILT-IN BENCH WITH CABINETRY BELOW NE --O -----.- --------------------- - ' 11-01-21 Amendment I -IN I I � - -J ---____—_ I-- I---J L J L T (`I J) UPPER PATIO 2 0 I j HDSE BIB r.` BLUESTONE I� M o N o0 OSE BI _�\�' �I J N W PROVII)k4 9 Z" LVL W OST TO RIDGE @ WINDOW ABOVE I a KITCHEN 3' z OAK FLOORS EXISTING FIREPLACE �_I Ilz // z wa III SURROUND TO BE I I RENOVATED+HEARTH 8 I I I I I I � iNlr? I 1 I I I ANTLE o PANTRY/MUD N j OAK F RS i TRASH I I J J 1 I nJ..I-ly I I I I J ^ SET(2)INT. ---- I F I I o 2' 6' —I� a_ v z 0"" WINDOWS @ I Z SOFFIT LJ SOFFIT N Lu m l 8'-0'HH j F I I w I I --�-- 4'-0' --- 5,-0" ' I `.n I I I o ic1sTING D.J. F. . _ RAISED 2X10 C.J. 16" OC IL x I I o BUILD-DOWN SOFFIT y I FAMILY ROOM I 1 1 I a 11 --L REFIN OAK ____ ___J I-? --_ -----.__..------ I dN N -------LU . --- --� - S - IMICRO. I I III I I DRAWER I I v � I I MASTER BEDROOM I s % As I I I I I I 20 w ? I WOOD FLOORS TO -- RUN S OVE HOOD OU �_-- ___ n I l I I I I I THROU H THE SIDE WALL 3 I I I MATCH EXISTING I -j t t7' 104' I --i j WITS EMOTE FAN- TO I6 �" 7' NOTE:REMOVE BALCONY m I I I -J -t I E30 CODE OVERHANG ABOVE-NEW GUARD -_-_ _I_ _ J 1 t 23' Il'EXIST --cv n':Iz III RAIL TO CODE I r--- - I 8 EXISTING 2X12 FLOOR JOISTS @ 16" OC F.V. ------------- K, ii I _j REMOVE EXISTING COLUMNS ? I I o a ti I N : - - - - - I N d J 42"FRIG 30'W 0 4'PANTRY W m (2)7�" LVL EXISTING HEADER IO REMAIN _ -4_ 'o �� -ASSUMM-Z COLUMNS ARE NON-BEARING- - -�_� .o o- -� o- LU 2'-6` 2' 8' ;;Ep (4) 2x6 POS ALIGN RS o HALLWAY = ANTE CHAMBER I W PATCH WALL q OAK FLOORS REFINISH ALL EXIST FIRST FLOOR OAK FLOORS y 1 ? >< :xo4 s F' q 51• o EX "' 1 2 EQUAL 2 EQUAL Uj No 6'-10' � t4'-22' � c,, HERS TOILET R HIS TOILET RMCL - - - - - - - - - - - ON _.._._._N __..,--- 0 TIL I TI O _ o %!64 N U I I I I I I I I I I j I I I I I I I I I POWDER ROOM _ .j EXIST-RENOVATE - I 'E1 DI01 a 2X1 C.J. I OC = 2X10 C.J. 16" OC WIOb w 1' I I'-8' EXIST STAIRCASE TO I I -Is MASTER BAT J I REMAIN-NEW RAILING I I ----- I a6 N --------- I TO CODE,PROTECT . I ' I TREADS I P I S J Z -IN - - - - - - DINING ROOM I I ---- ---- I M i Z II'-9' N �RfST— I I EXIST STAIRCASE TO - u' Ex REMAIN-NEW RAILING I TEMP. GLASS N I I I ___ HER CLOSET I I HIS CLOSET TO CODE,PROTECT ----- - I SHOWER ENCLOSURE OAK FLOORS OAK FLOORS -• W I I I TREADS --_-_ ---_ I I ------ ---- I 6'[6- 32 I t4' 22 I 8'-51. m I I I Cr I U I I I N J � SHOWER ATTIC I � =I ACCES 2 NI - - - - - - - W I LL - - - - - - - - - J ENTRY FOYER �j TWO CAR GARAGE EXIST �✓ EXIST I IA EXIST o Z I ;'IGi - - - - - - - - - N w - - - - - - - - - - - - - - - - - - - - _ Drawing Title: `K ( COVERED PORCH Z o I l i^N I I 2'-6' EXIST c� I TYP J I ® ® I - PROPOSED FIRST -_ RAISED 2X10 C.J. 16" OC of --- - - -- ------------ - 0__ I I FLOOR PLAN L-----------------� , I (WII7} I HOSE BIB I �.-� -20 —f--- -1N •I I o I LIVING ROOM J W \ WOOD FLOORS TO / z __________________________ \ MATCH EXISTING / o W I i \� \ o I --------------------- - BUILD-DOWN SOFFIT o - - - - - - - - - -1 I \\ NOTE:ALL EXISTING // AROUND PERIMETER TO a- ------------------------------- \ WINDOWS IN DEN TO BE / FORM TRY CEILING N REPLACED / MOB � �- - - - - - - - - - -� J V_\11 PATCH WALLS AS Scale: As Noted EX 0 REQUIRED AT REPLACED WINDOWS s•dl;;r E Date: August 9, 2021 (2)11 e' LVL Drawing Number: 13'-3" 10'-6�' 2 2 t24'-4'EXIST A- 1 0 3 t70'-52 EXIST Ronald Zakary & e4ej� 60 Windmill Drive Huntington,N.Y. _.._. ...... _.... ............._..... Tel. 516-2913-1156 RonZakary@gmail.com Project Title: Dunn Residence 350 Laurel Way Laurel Hill,NY EXISTING ROOF LINE TO REMAIN- NO CHANGE ...:: . ED A K TOP PLATE @ MAIN ROOF / ELEV+tl8'-0 _. . . Ex qj- ZQ 3� yp TOP PLATE GARAGE GABLE Q N�� ELEV+tl4'-4' Ronald I EXISTING ASPHALT SHINGLE TO REMAIN I I I _ IN Revisions I I I TOP OF EXISTING FINISHED FLOOR @ SECOND FLOOR m No. Date Description ELEV+tI0'-I" BOTTOM EXISTING FLOOR JOISTS„�,_ TOP OF PLATE POOL 1 10-12-21 File For Permit I I ELEV-9'-0• 2 11-01-21 Amendment I EXISTING LAP SIDING,PATCH AS REQUIRED I I I I I I I I I I NEW WINDOWS TO BE ANDERSEN I I 400 SERIES,COLOR TO MATCH EXISTING I I I E I E I WINDOW TRIM TO MATCH EXISTING ral 5 I I _TOP OF EXISTING FINISHED FLOOR @ FIRST I I I E F TOP OF NEW FLOOR MASTER SUITE I I I C�4' ELEV+0'-0' Ex TOP OF EXISTING FINISHED FLOOR @ FIRST FLOOR I TOP OF EXISTING ELEV+0'-0' _ STING FINISHED FLOOR @ EXISTING POOL OTTOM,EXISTING FLOOR JOISTS ELEV-0'-7' lop PROPOSED FRONT (EAST) ELEVATION. SCALE. Y4” - 1 -0 EXISTING CHIMNEY TO REMAIN - ................. . ....... ......... ... ................... ........ ....:.................................- - ....... .............. .................... ....:...... ......:.... CUT RAFTERS @ NEW STEPPED COPPER FLASHING _ TOP PLATE @ MAIN ROOF ELEV+t18-0 LLJ�' 5 wit TOP PLATE @ GARAGE GABLE ELEV+t14'-4' NEW GABLE END @ PROVIDE FLASHING @ PORCH/ROOF INTERSECTING PROPOSED MASTER PROPOSE SIDING TO MATCH KEMPER FLAT ROOFING BEDROOM COATED COPPER � �� - EXISTING E E AS REQUIRED STANDING �� ______ ____________ EXISTING 2 SEAM METAL fjL)0F 7- ------ ASPHALT SHINGLES S MATCH + COATS ICE d WATER SHIELD BLIND FLASHING _0TOP OF EXISTING FINISHED FLOOR @ SECOND FLOOR ---- ------------- ------ — - _ — _ ELEV+t10' 1• TOP OF PLATE @ POOL �B9TTOM-EXISTING FLOOR JOISTS ELEV-9'-0' -���- _ Drawing Title: 2-5 4'LVL ON FLAT FASCIA AND TRIM TO MATCH EXISTING GUTTERS 8 LEADERS TO MATCH PROPOSED ELEVATIONS BRICK TO MATCH EXISTING / \ 10 X 10 FIBERGLASS COLUMNS TIT X X X PROPOSED GAS INSERT \ / FIREPLACE TOP OF FINISHED FLOOR TOP OF (STING FINISHED FLOOR @ FIRST FLOOR _ ELEV-0'-0' .____.__. _ .__..__. .. ELEV+0' ' WBOTTO,M.,E [STING FLOOR JOISTS LUESTONE PATIO ON GRADE Scale: As Noted PROPOSE TIO ON GRADE PROPOSED COVERED TIO ON GRADE P OSED COVERED^H H Date: August 9, 2021 . 2 Drawing Number: PROPOSED REAR (WEST) ELEVATION A.201 2 1 _fl SCALE.• - 1 -011 Ronald Zakary aV4Izx*'eW & � 60 Windmill Drive Huntington,N.Y. Tel. 516-298-1156 RonZakary@gmail.com Project Title: .. .. ....... ...._ . ................................... .... .... ...... .......... . unn esi e nce .......... 350 Laurel Way Laurel Hill,NY .... ............. ... . .......... ......................... ................. .................. ........................ ..................... ._. _ _.. _ D SRC NKR RIDGE VENT TOP PLATE @ MAIN ROOF - - TOP PLATE C MAIN ROOF KQ =r ELEV+ t18'-0 ELEV+ W'-0 �j 9TH Q 73� yp� TOP PLATE @ GARAGE GABLE TOP PLATE @ GARAGE GABLE ELEV+tl4' 4' _. __._ ._. -.... _.._. .. -_ .. ELEV+ tl4 4 - - Ronald evlslons oa e Description TOP OF EXISTING FINISHED FLOOR @ SECOND FLOOR i ......... . ............ ... _._._..__OP OF _. NG FINISHED__. LOOR @ _ FLOOR -�j ELEV+ t10'-1' j' ELEV+ ii0'-I' 1 10-12-21 File For Permit BOTTOM EXISTING FLOOR_JOISTSi _ _ BOTTOM-EXISTING FLOOR-JOISTS_ 2 11-01-21 Amendment CUT BRICK VENEER 'df05 � W BRICK- ISTING I Lld El I, OVOF EXISTING,FINISHED FLOOR FIRST FLOOR i EM TEM mill TOP OF EXISTING INI HED FLOOR @ FIRST FLOOR TOP OF EXISTING FINISHED FLOOR @ POOL ELEV+0'-0' ELEV 4-7" "t ... BOTTOM EXISTING FLOOR JOISTS. VERED PORCH 1 D PROPOSED SIDE (NORTH) ELEVATION. SCALE, )/4" - 1 -0 IOLPLATE MAIN ROOF ELEV+ W'-0 2" I I I TOP PLATE!GARAGE GABLE ELEV+ tl4'-4' I E E R E I I X KEMPER FLAT ROOF+COPPER FLASHING -. I _ COPPER FLASHING PROVIDE COPPER FLASHING @ MODIFY RAIL AS REQUIRED Drawing Title: TOP OF EXISTING FINISHED FLOOR @ SECOND FL OR ELEV+ tI0'-I' BOTTOM EXISTING FLOOR JOISTS - -- ... PROPOSED ELEVATIONS I LLJ LIL-1 I � , I , I _ , I I TOP OF EXISTING FINISHED FLOOR @ FI T FLOOR _ I m __ Scale: As Noted ELEV+0'-0" _ TT,M EXISTING_FLOOR JOISTS___ � EX 1=1 D E � Ex ❑El Ll J Date: August 9, 2021 [Ell Drawing Number: PROPOSED SIDE (SOUTH ELEVATIONA.202 • 2 , 1 _ I " SCALE. / - 1 -0 — — — Ronald ZakaryR3 60 Windmill Drive Huntington,N.Y. Tel. 516-298-1156 RonZakary@gmail.com Project Title: Dunn Residence 350 Laurel Way Laurel Hill,NY LIFETIME ASPHALT SHINGLES TO MATCH EXISTING COPPER FLASHING TOP PLATE @ MAIN ROOF 30#BUILDING FELT _._.._. _ _ '� LD ALL C 2 COURSE GRADE ICE 8 WATER SHIE " EAVES AND VALLEY(MIN 24'FROM EAVE) pL Q\� PKR�F /�• g"SHEATHING I X 8 AZEK NICKEL GAP 0 i� CEILING TOP PLATE @ GARAGE GABLE NEW NEW ELEV+t14'-4' N "yrs 14 LVL +8� SOFFITSYVV ______ I X 6 TOP PLATE TOP (2) o i� NE14 EXIST ELE. pz .�3o QQ`C 'PLY WOOD @ FLAT ROOF W/ EXIST EXIST pC ?r/0 KEMPER FLAT ROOFING I X AZEK FASCIA-PTD W12 STEEL BEAM- N� R-30 INSULATION+AIR BAFFLES RR _ _—_____-_- _—_ TO MATCH EXIST REFER TO STRUCTURAL \OR. /6.0 TOP OF EXISTING FINISHED FLOOR SECOND FLOOR C 2X10 R,R 2X SUB FASCIA FOR ACTUAL SIZE Ronald Za r NEW 2X10 FLAT R.R. @ 16"OC /6'�� �,__ 2X6 TOP PLATE BLOCK SOLID WEB TO ELEV+t10'-I' .._ i PROVIDE I"CONTINUOUS SOFFIT VENT WITH BUILD OUT SOFFIT "� w12 X 35 Revisions BOTTOMEXISTING_FLOOR JOISTS_ _ �12 X 22 o L Z lLIN ��_ ___.. __._ _ TOP OF STEEL PLASTIC INSECT SCREEN PAINT(BLACK)ALL L 2X8 C.J. @ 16'OC NEW RAISED 2X8 C.J. @ 16'OCUGN OP7tiA 2X8 C.J. @ 16'OC __.- - EXPOSED FRAMING PRIOR TO STAPLING I X TRIM BOARD W/I X 6 NO Date Description BRICK IS MATCH ® SCREEN TO SOFFIT FRAMING-MITER CUT ' ® EXISTING I I 10 X 39 I I I I ADJUST OH TO 1 10-12-21 File For Permit I I I I ALIGN FASCIAS AZEK SOLID CROWN TO MATCH EXIST I I I I I I I I I I W12 x 22 1 X AZEK TRIM BOARD I. I 11-01-21 Amendment I I I tut I o. I I1• I I I will 5"X5"X z H.S.S. COLUMNS BEYOND EX ST EXIT EIS PROPOSED GAS I PROPOSED "X 4 M HOGANY DECKING LINE OF 10'XIO'LOAD BEARING FIBERGLASS INSERTNEW I I I I FIREPLACE EXIT I I NE I COLUMN TOP O+ EXISTING FINI HED FLOOR @ FIRST_FLOORELEI I I —I — _ TOP OF f.f I BOTTOM EXISTING FLO JOISTS _ NEW 2X8 P.T. D.J. @ 16'OC I I I I I NEW(3)2X10 P.T. DROPPED GIRDER I I I I I ' I I I I I I I I I I I I I I I I I I I 95 9'o COMPACTED FILL I 95`Yo COMPACTED FILL I I I I I I I I I I I I I I I I I LI-----� L-------1 L-------J L------J —J I I I - ' I I I I I I I L I I I I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I TOP I I I I I I SECTION THROUGH PROPOSED COVERED PORCH ELE 4FINISHED FLOOR ELE. +0'-0" ___..._.._...�...............�_ ..__.__ 1 I FIBERGLASS COLUMN SCALE. /" = 1'-0" .S.S.COLUMN BEYOND TOP OF FINISHED PIER ELE. -0'-6' ..�.______._...__..__—_—_.� I I I BOX OUT WITH 2X4 Ip.T. ALIGN TOP OF FINISHED PIER WITH I LUMBER TO CREATE PIER TOP OF FINISHED RAISED DECK I MAHOGANY CAP:SLOPED+PROVIDE DRIP 6 MIL VAPOR BARRIER ON 4'SLAB W/6"X6'I WWF ON 1 CAP I UNDISTURBED 95%COMPACTED I I I GRAVEL I I PROVIDE WATER PROOF FIELD APPLIED i i 0'X10"X14'BASE PLATE COATING TO COLUMNS @ BASE PLATES I W/4-j'BOLTS PRIOR TO POURING SLAB I TOP-OF CONCRETE,WALL. — L ———— — BLUE STONE PAVES ON " _.__..__.. .-.__. _ MORTAR ELE. -1'-9' WRAP COLUMN WITH MAHOGANY, PROVIDE BLOCKING AS REQUIRED O O APPROXIMATE GRADE O O CONTINUOUS POURED a CONCRETE FOUNDATION N WALL(3500 PSI) IL w TVP DAMP PROOFING o a O O =� x z 4#4 VERTICAL 'a x z #3 CAGE @ 8'OC 42'X 42'X 15' CONTINUOUS Drawing Title: POURED FOOTING 4#5BARS O ------- --- - -- SECTION THROUGH REAR COVERED PORCH SECTION DETAIL 2 O O O Scale: As Noted Date: August 9, 2021 TYPICAL SECTION DETAIL COVERED PORCH Drawing Number: 2 @ SCALE: 1 "' = 1'-0" A,203 2 Ronald Zakary RF =C&&C&W & dw� oo� 60 Windmill Drive EXISTING FLAT ROOF RAFTERS- Huntington,N.Y.Tel. 516-298-1156 EXISTING CEILING JOISTS RonZakary@gmail.com Project Dunn Residence LIFETIME ASPHALT SHINGLES t`I��' �S 350 Laurel Way -TO MATCH EXISTING — Laurel Hill,NY 30#BUILDING FELT r/ NEW 2X10 RAISED CEILING JOISTS 0 16'OC 2 COURSE GRADE-ICE&WATER SHIELD ALL I EAVES AND VALLEY(MIN 24'FROM EAVE) I2X8 RAISED CEILING JOISTS "SHEATHING SIMPSON HANGER-TYP Zll\0 ROOF RAFjERs�1b"OC I 2-1 "x 14'LVL BUILD DOWN FOR SOFFIT \� 7�KRz _ _ TOP OF WI2 STEEL BEAM @ _ ___ _ _ ————————=`=——— —FtAISED�EICIFiGITOF PLATE TOP OF STEEL @ SOFFITS -..---__._- - ------------------•------� I X _ ATE ELE. ; -9'mm-"—__._- _._...__._..__..__-- _ _._—_--_ r_ _ ELE. +8'-10�' -1 i� I X AZEK FASCIA-PTD I WI2 STEEL BEAM- TO MATCH EXIST I REFER TO STRUCTURAL INE OF W12 STEEL BEAM BEYOND — FOR ACTUAL SIZE-MOMENT CONNECTIONS (P _ tx 2X6 TOP PLATE 2X SUB FASCIA I I 'vT 0 BLOCK SOLID @ WEB TO PROVIDE I"CONTINUOUS SOFFIT VENT WITH i i BUILD OUT SOFFIT ————————————— PLASTIC INSECT SCREEN-PAINT(BLACK)ALL 1 ------------------------ EXPOSED FRAMING PRIOR TO STAPLING I I DEN SCREEN TO SOFFIT FRAMING-MITER CUT I ENTRY FOYER I X 8 AZEK NICKEL GAP EW II 8"PRO 360 TJI F.J. 0 16'OC RDOrial^' d Ty AZEK SOLID CROWN TO MATCH EXIST I CEILING I EXISTING FLOOR JOISTS ----- ---- --- _-- eVlSIOnS I X AZEK TRIM BOARD i i I X AZEK TRIM BOARD NO Date Description I 5'x5"x I"H.S.S. I I COLUMNS BEYOND DROPPED STEEL BEAM BEYOND I I I 0-12-21 File For Permit I ASSUMED EXISTING FOUNDATION 8 PIER LINE OF 10'x10" I I 2 11-01-21 Amendment FIBERGLASS COLUMN I I NEW 3'RAT SLAB I I I I , I I I I LINE OF ASSUMED EXISTING POOL&CONC SLAB-TO BE m REMOVED IN ITS ENTIRETY2'-0' UNDERPIN FOOTING @EACH COLUMN If I . i H.S.S. NS PROVIDE ENGINEERED BACKFILL W/6'LIFTS I I I I I I 10 X 10 FIBERGLASS COLUMN TOP OF'FINISHED FLOOR ___ ELE. SECTION THROUGH EXISTINGPOOL +0'-0• .___.___.._..,._...._.�__..________-_..__ _.. __..__..__-____ __._______.__..._._________..._._.._ ____....._..........__...__.. ._.__._.__..__..,._._.__....................._....___.__....__.._......_._ ...._.__ TOP OF FINISHED DECK I I 2 � 1 ELE. -0'-6' X 4 MAHOGANY DECKING SCALE. /" = 1'-0" � I I TOP OF DECK JOISTS EXISTING H.F. R.R. ELE. -0'_74• _. I I I I I I I 2X8 P.T.DECK JOISTS Q 16'OC \ I I I X 10 MAHOGANY SKIRT WITH TRELLIS-- PROVIDE RELLIS-PROVIDE BLOCKING AS REQUIRED I I UN- PROVIDE �� G PROVIDE WATER PROOF FIELD APPLIED 1 I -11 �p 1P0O,� COATING TO COLUMNS @ BASE PLATES PRIOR TO POURING SLAB TOP OF CONCRETE WALL ———11 N Z 1-2. I. ('PROXIMATE GRADE �s 42 DROPPED(3)2X8 P.T. ++ O O GIRDER ■— ____ (, �, - 0'XIO'X4'BASE PLATE EXISTING CEILING JOISTS w/4 4'BOLTS EXISTING ROOF RAFTERS- EXISTING CEILING JOISTS / EXIST RIDGE CONTINUOUS POURED O CONCRETE FOUNDATION WALL(3500 PSI) TYP DAMP PROOFING - �O°�P V:!c, '016 O O 4#4 VERTICAL- BLACK OUT WINDOW ZD #3 CAGE @ 8"OC 42"X 42'X 15' CONTINUOUS NEW 2X10 RAISED CEILING JOISTS 0 16'OC j POURED FOOTING MASTER BEDROOM NCHANGE __ BUILD DOWN FOR SOFFIT 4#5BARS — EXISTING DECK JOISTS EXISTING FLOOR JOISTS i ROVE NEW FIREPLACE SURROUND,MANTEL 8 PROVIDE R-30 CLOSED CELL SP HEARTH INSULATION @ EXISTING DECK JOISTS M TYPICAL EXTERIOR WALL CONSTRUCTION 2X6 STUDS @ 16'OC W/COMPACTED R-21 BATT INSULATION BUILT-IN BY 'SHEATHING OTHERS O O O 30#BUILDING FELT SIDING TO MATCH EXIST DrawingTitle: EXIST xlST )� EXISTING WOOD INSERT FIREPLACE MUDROOM KITCHEN FAMILY ROOM ALIGN NEW 2X6 P.T. SLEEPERS ON FLAT MASTER ED 0 M SECTIONS 3'-6' r PROVIDE RIGID INSULATION MAXIMIZE R-VALUE EXISTING FLOOR JOISTS EXISTING FLOOR JOISTS -- —— EXISTING 2X12 F.J. @ 16"OC-F.V W/2X4 PLATE. ASSUMED EXISTING SLAB-F.V. REMOVE GAS INSERT 8 INSPECT/ CONTRACTOR TO F.V. VERIFY REPAIR EXISTING WOOD BURNING F.P./ CRAWL SPACE PROVIDE RIPPED MICROLAMS @ 16"OC ON TOP OF EXIST FL. 2 EXISTING HEIGHT OF SLAB$ CHIMNEY IF REQUIRED NO CHANGE JOISTS TO PROVIDE FIN. FLOOR FLUSH W/FIRST FLOOR REPORT BACK TO ARCHITECT BASEMENT/ STORAGE )ECTION DETAIL @ RAISED COVERED DECK NO CHANGE ASSUMED EXISTING FOUNDATION 3 r111_ �� Scale: As Noted ,SCALE: 12 - 1 -0 Date: August 9, 2021 Drawing Number: 1 SECTION THROUGH HOUSE A.204 SCALE: %" = 1'-0" Ronald Zakary el�e� 60 Windmill Drive Huntington,N.Y. Tel. 516-298-1156 RonZakary@gmail.com DOOR SCHEDULE WINDOW SCHEDULE - FIRST FLOOR Project NO. MATERIAL TYPE MANUF. MODEL NO. SIZE FINISH QTY. HARDWARE REMARKS LOCATION NO. MANUFACTURER/ TYPE MODEL R.O. R.O. FINISH HARWARE MUNTIN / GLASS REMARKS Dunn Residence SERIES WIDTH HEIGHT LITE PATT 350 Laurel Way G EXISTING TO BE REMOVED (D EXISTING TO BE REMOVED Laurel Hill,NY eX EXISTING TO REMAIN ex EXISTING TO REMAIN MAHOGANY OWNER HINGE, LOCKSET, DEAD WITH 2— 16" SIDE LITES ANDERSEN 400 PUTTY D!ci FRONT DOOR 3'-0" 7'-0" PER MFG STAIN I BOLT W.STRIP a PROVIDE SHOP DRAWINGS ENTRY FOYER ;a;G CASEMENT CX 15 2'-8" 5'-0 3" (INT) WHITE (WHITE) LOW E2 TEMP GLASS /TEMP GLASS SELECTED SERIES 8 (EXT) WHITE 1 SDL �0F_D AR VIF VIF THRESHOLD VIF EXIST SIDE LITES C TEMP GLASS/ INSWING HINGE, LOCKSET, DEAD ANDERSEN 400 PUTTY C7�� '0 ?"51/ ��i'� ucz ANDERSEN 2'-10" 7'-0" PER MFG PTD I BOLT, W.STRIP a MUD ROOM „z N (INT) WHITE 2 �,sv ALUMN CLAD PATIO DOOR SERIES CASEMENT CX 15 2 -8 5 0 8 (WHITE) 2" LOW E TEMP GLASS �/✓ �� THRESHOLD (EXT) WHITE 8 SDL O ) ^f F TEMP GLASS/ INSWING " HINGE, LOCKSET, WITH (4) 30° TALL ANDERSEN 400 PUTTY X oiG ANDERSEN 12'-0" 7 -O PER MFG PTD ASTRAGAL W.STRIP & MASTER BEDROOM wie DOUBLE TW 2652 ��� Z.. (INT) WHITE SASH LOCK LOW E2 TEMP GLASS "0C ALUMN CLAD PATIO DOOR THRESHOLD TRANSOMS SERIES HUNG 2 -88 5 -48 (EXT) WHITE (WHITE) g" SDL (P 13" SOLID SQ STICK � �� � " ANTE-CHAMBER ANDERSEN 400 DOUBLE PUTTY "yT 02 30 � OGL 4 W/FLAT TRU-STILE 3'-0" 7'-0" 13" PTD I HINGE, PRIVACY waec TW 2652 2'_81" 5'_42" (INT) WHITE SASH LOCK LOW E2 TEMP GLASS Cry �yO CORE MDF PANEL 4 SERIES HUNG 8 8 (EXT) WHITE (WHITE) g" SDL NE SQ STICK ^Gy 14" SOLID W/FLAT TRU-STILE 2'-4" 7'-0" 3" PTD ( HINGE, PASSAGE HER CLOSET ANDERSEN 400 (INT) WHITE PUTTY 2 RonaldZa CORE MDF PANEL 1 4 ifos SERIES CASEMENT C 135 2'-Og" 3'-58" (EXT) WHITE (WHITE) g" SDL LOW E SQ STICK Revisions 14" SOLID " " 1. PTD I PRIVACY HIS CLOSET ANDERSEN 400 DOUBLE (INT) WHITE SASH LOCK PUTTY 2 TEMPERED (2) UNITS MULLED TOGETHER NO Date Description noe W/FLAT TRU-STILE 2 -4 7 -0 14 .alae TW 26510 (2)2'-81' 6'-OZ" CORE MDF PANEL SERIES HUNG e 8 Z" LOW E VERIFY R.O. WIDTH p (EXT) WHITE (WHITE) g SDL SO STICK 1 10-12-21 File For Permit ::ie- 14" SOLID W/FLAT TRU-STILE 2'-4" 7'-0" 13" PTD I HINGE, PRIVACY MASTER BATHROOM (wo ANDERSEN 400 DOUBLE SERIES . 7„ (INT) WHITE SASH LOCK PUTTY LOW E2 (2) UNITS MULLED TOGETHER CORE MDF PANEL 4 `—' HUNG TW 26510 (2)2'-818 6'-02 (EXT) WHITE (WHITE) 8" SDL VERIFY R.O. WIDTH, TEMP GLASS 11-01-21 Amendment SQ STICK :.;:� 14" SOLID HIS TOILET RM ANDERSEN 400 PUTTY (2) UNITS MULLED TOGETHER CORE MDF W/FLAT TRU-STILE 2'-4" 7'-0" 14" PTD I HINGE, PRIVACY taloa DOUBLE TW 26510 (2)2'-88' 6'_OZ° (INT) WHITE SASH LOCK LOW E2 PANEL SERIES 8 (EXT) WHITE (WHITE) g" SDL VERIFY R.O. WIDTH, TEMP GLASS HUNG SO STICK 71G� 14 SOLID W/FLAT TRU-STILE 2'-4" 7'-0" 13° PTD I HINGE, PRIVACY HER TOILET RM ANDERSEN 400 DOUBLE i 7„ (INT) WHITE SASH LOCK PUTTY 2 (2) UNITS MULLED TOGETHER CORE MDF 4 h;G� TW 26510 (2)2 -88' 6 -OB Z„ LOW E PANEL SERIES HUP11 (EXT) WHITE (WHITE) g SDL VERIFY R.O. WIDTH, TEMP GLASS SQ STICK PUTTY (2) UNITS MULLED TOGETHER 13" SOLID SURFACE MOUNTED, ;::0 4 W/FLAT TRU-STILE 2'-$" 7'-O" 13�� PTD I PANTRY/MUDRM ANDERSEN 400 DOUBLE (INT) WHITE SASH LOCK 2 CORE MDF 4 SLIDING N'?IG TW 26510 (2)2'-88' 6'-08" LOW E PANEL SERIES HUNG (EXT) WHITE (WHITE) g SDL VERIFY R.O. WIDTH, TEMP GLASS ANDERSEN 4003" (INT) WHITE PUTTY 2 ,� +E� CASEMENT CX 145 2'-8" 4'-5 8 LOW E INTERIOR WINDOW- 8 -0 HH SERIES (EXT) WHITE g" SDL NOTE: PROVIDE EXTEN31ONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL PRIOR ANDERSEN 400 CASEMENT CX 145 2 3" (INT) WHITE PUTTY 2-8 4 -5 8 LOW E INTERIOR WINDOW- 8 -0„ HH �� TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE RESPONSIBILITY OF THE SERIES (EXT) WHITE g SDL CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. ANDERSEN 400PUTTY ” CASEMENT CX 125 21-05" 2'-4g° (INT) WHITE � LOW E2 SERIES FIXED CASEMENT- BLACKOUT WINDOW DOOR HEIGHT TO MATCH EXISTING FIELD VERIFY EXISTING DOOR HEAD HEIGHTS BEFORE PLACING DOOR ORDER. (EXT) WHITE 8 SDL ANDERSEN 400 PUTTY PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, STOPS 8, LOCKSETS. CONTRACTOR SHALL VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND '"` SERIES CASEMENT CN 12 I'-9" 2'-08" (INT) WHITE Z LOW E2 FIXED EXTERIOR DOOR SWINGS WITH THE OWNER PRIOR TO ORDERING (EXT) WHITE 8 SDL sv:� ANDERSEN 400 CASEMENT CUSTOM +3'-4" 2'-10" (INT) WHITE PUTTY LOW E2 MATCH EXISTING WINDOW WIDTH BELOW SERIES F.V. (EXT) WHITE Z" SDL CONTRACTOR TO FIELD VERIFY iali6 ANDERSEN 400 CASEMENT CUSTOM +3'-4" 2'-10" (INT) WHITE PUTTY LOW E2 MATCH EXISTING WINDOW WIDTH BELOW SERIES F.V. (EXT) WHITE a" SDL CONTRACTOR TO FIELD VERIFY nY ANDERSEN 400 CASEMENT CX 145 (2)2'-8" 4'-5a" (INT) WHITE PUTTY 2 (2) UNITS MULLED TOGETHER SERIES LOW E (EXT) WHITE g" SDL VERIFY R.O. WIDTH NOTE: PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. Drawing Title: WINDOW & DOOR SCHEDULE Scale: As Noted Date: August 9, 2021 Drawing Number: A.205 Ronald Zaka rY 60 Windmill Drive Huntington,N.Y. Tel. 516-298-1156 RonZakary@gmail.com [ F13 9TT Project Title:1Fp 1103 -j L Dunn Residence W 350 Laurel Way Laurel Hill, NY ELECTRICAL SYMBOL SCHEDULE ' OUTDOOR KI. THEN DUPLEX RECEPTACLE (TYPICALLY CENTERED IN BASEBOARD) CEILING FAN wISPEED CONTROL& LIGHTS 4�-- TWO GANG DUPLEX RECEPTACLE x F-D Al� (TYPICALLY CENTERED IN BASEBOARD) x DUPLEX RECEPTACLE GROUNDED EXTERIOR RISER LIGHT KID. OR WATERPROOFPATIO ON GRADE DUPLEX RECEPTACLE EXHAUST FAN /COVERED Pa)RCH ( HALF SWITCHES) 1�1 73() DUPLEX RECEPTACLE PORCELAIN UTILITY FIXTURE /L Ow'.P-AFF F Ne" C ( FLOOR MOUNTED) f Ronald CABINET MOUNTED UNDER COUNTER/CLOSET LIGHT ro Revisions DEDICATED APPLIANCE OR SMOKE DETECTOR No. Date Description EQUIPMENT OUTLET W.P. W.P. W.P. 1 10-12-21 File For Permit --- - -f-- - - - - ;T r----------1 TYPICAL SWITCH @ 40"A.F.F. CARBON MONOXIDE DETECTOR -4- C 3D D 4 $� )3 3 2 111-01-21 Amendment $D TYPICAL DIMMER SWITCH @ 40"A.F.F. (1) THERMOSTAT @ 58"A.F.F. 4D4D D_ /14 % . g'[� G.F.I. ......... C FAMILY ROOM 13 3-WAY SWITCH @ 40"A.F.F. A- TELEPHONE r- 7 EXISTING ELECTRIC TO REMAIN L A ZO 1;4 4-WAY SWITCH @ 40"A.F.F. F X DEDICATED TELEPHONE LINE MODEM S 1 °.r)- SURFACE MOUNTED J-BOX TELEPHONE (FLOOR MOUNTED ) W , \ - — :0- r C T.V. LOCATION PROVIDE(2) RG6 COAX I I ) MASTER BEDROOM CHANDELIER TV AND (2)PAIR TELEPHONE LINE TO i= L — s - TO XISTING LI HTS =Q7- MECHANICAL ROOM LACE TPIM IR 60' AFF C� RECESSED DOWNLIGHT - I Z! C -(2) RG6, (2) CAT 5, (1) FIBER OPTIC �Q- 4"CANS-LOW VOLTAGE LED SMART BUNDLE I MUD ROOM L I =J I -- - - — o RECESSED ADJUSTABLE DOWNLIGHT @ ETHERNET KITCHEN c 4"CANS-LOW VOLTAGE LED 1 RECESSED PIN LIGHT [Ej ETHERNET(FLOOR MOUNTED) 40 1 20' AFF RECESSED SHOWER LIGHT SC SECURITY KEY PAD A. D G.F.I. SD OM ra, nV VOLUME CONTROL F-qF)-1 RECESSED ADJUSTABLE PICTURE LIGHT Lj==j HALLWAY EXISTING ELECTRIC TO REMAIN (EE) WALL MOUNTED EXTERIOR FIXTURE SPK SPEAKER IQ D3 ANTE CHAMBER HERS HIS R M TOILET RM FD-B-1 DOOR BELL WALL MOUNTED INTERIOR FIXTURE GARAGE DOOR OPENER DINING ROOM LED STRIPE LIGHTING EXISTINGTEEZ7 rnO REMAIN POWDER ROOM /TOILET R M MASTER BATH HER CLOSET HIS CLOSET SHOWER Li ENTRY FOYER EXISTING ELECTRIC TO REMAIN TWO CAR GARAGE EXISIINb 1:1-KIKIL I REMAIN COVERED PORCH r Drawing Title: =C-4 —0 -- - - - - - - - - — ELECTRICAL PLAN J- I L- - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - Scale: As Noted Date: August 9, 2021 PROPOSED FIRST FLOOR ELECTRICAL FLOOR PLAN Drawing Number: SCALE: Y4" - 1 -0 E- 101 PROPOSED COVERED PORCH Ronald Zakary i 60 Windmill Drive FT�. ,i Huntington,N.Y. BEAM BELOW el. 516-298-1156 RonZakary@gmail.com BEAM BELOW Project Title: 2X10 ROOF RAFTERS 2X10 ROOF RAFTERS I W I 16• oc 16• oc I Dunn Residence /�J ( 350 Laurel Way � U f 1 Laurel Hill,NY J (2) 1X 14' LVL .4 ` Mrs I � — I�' PED ARC �KR,;,, h/J, �Cl LU 2X10 ROOF RAFTERSa w I '� w @ 16' OC 7 -' o °° zo - - EX -\ ,� I N EX ` I � I I , LAG BOLT 2X10 TO EXTERIOR ` O ' �'/ �'f ';- O I Ronald Z ry WALL @ FLAT ROOF - - - - - - - - - - - - - - - �, Revisions No Date Description FLUSH THIS AREA AS 0-12-21 File For Permit REQ'D , r - — — — — — — — — — — , , r EX 'r DECK I01 NO CHANGE I / /% !/. %' / / / I MASTER BEDROOM CLG:10'-0' u NO CHANGE I ;" OPEN TO BELOW z / z I N ' j HER CLOSET I w i NO CHANGE I LINE OF EXISTING ' I I BALCONY OVERHANG r I / OTO BE REMOVED / ' I NEW GUARD RAIL % I� I - - - - - - - - - - - - - - - -� TO CODE r "EX , EX EX :OBALCONY ' SHOWER HIS CLOSET NO CHANGE - EX DN / I I I I I I I I I I I I MASTER BATHROOM NO CHANGE I I I DN ' LINEN CLOSET r I I I I I I I I I I I I '•� EX '� r/ r Ex NEW GUARD RAIL ' TO CODE HALLWAY D NO CHANGE ---- rr EX EX ' r W0 % + / BEDROOM NO 2 r OPEN TO BELOW Ex `/ ' NO CHANGE ----- ---- r i HALL BATH r I ---------- I ' [DONO CHANGE r % \�------- ---- � / EXISTING ROOF BELO EX CLG: T-9 r I I 777 7 BEDROOM NO 3 CLG: 10'-2' O NO CHANGE EX EX O Drawing Title: I R PROPOSED SECOND I I FLOOR PLAN I I I I I I EX -Z EX Scale: As Noted Date: August 9, 2021 PROPOSED SECOND FLOOR PLAN Drawing Number: SCALE: %" = 1'-0" A-104