Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
50715-Z
ho�*oF soulyo� Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45952 Date: 02/05/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1605 Washington Ave Ext Greenport, NY 11944 Sec/Block/Lot: 40.-5-1.27 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/29/2024 Pursuant to which Building Permit No. 50715 and dated: 05/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to existing single-family dwelling as applied for. The certificate is issued to: Washington Ave Project LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50715 1/21/2025 PLUMBERS CERTIFICATION: Daversafied Plumbing Services 12/16/2024 4thoJj Signat e o�SUFFeI�,co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE oy • o�h SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50716 Date: 5/21/2024 Permission is hereby granted to: Napier, Catherine 1605 Washington Ave Ext Greenport, NY 11944 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1605 Washington Ave Ext, Greenport SCTM #473889 Sec/Block/Lot#40.-5-1.27 Pursuant to application dated 3/29/2024 and approved by the Building Inspector. To expire on 11120/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $684.50 CO-ADDITION TO DWELLING $100.00 Total: $784.50 Building Inspector �pF SO!/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CAR P.O.Box 1179 • Q Southold,NY 1 1 97 1-0959 ���DUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Catherine Napier Address: 1605 Washington Ave Ext City: Greenport St: NY Zip: 11944 Building Permit#: 50715 Section: 40 Block: 5 Lot: 1.27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Universal Electrical Services License No: 54018ME SITE DETAILS Office Use Only Indoor Basement Wo Service Solar (— Outdoor 1st Floor rV— Pool r Spa r Renovation 2nd Floor 1✓' Hot Tub r Generator r Survey r Attic Garage Battery Storage (— INVENTORY Service 1 ph P-1 Heat Duplec Recpt 29 Ceiling Fixtures 1 Bath Exhaust Fan 3 Service 3 ph I— Hot Water GFCI Recpt 13 Wall Fixtures 4 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 29 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micro, Hood, 200A Panel Notes: New Two Story w/ Unfinished Basement Inspector Signature: X �7q 4 k,, Date: January 21, 2025 Sean Devlin Electrical Inspector sean.deviin(cD-town.southold.ny.us 1605WashingtonAveElectric TowntiMAnyox ?5 Main ROM a �� P.0.an 1#7o 1e. BUILDING DEPARTMENT DEC 1 7 2024 TOWN OF SOlyTHOLD Ruildfi:qg Perniit No. O- (Please prim) I cenify that Me solder u%W Ait the%var tir supply t-Y-steam cotttai9ts than 2110 of I lead. (plumbers Satter) Sworn to bcforc nic this day Of. . c' Nmry Public. k131:L%k County MARY L DAVEASA IMOTARV PUBLIC-ST YE OF NSW VAIX No. 010"137002 duiafift4d in Suffoa �g� 9 MY paces 3Num 42-0$a , �o�aoe souryO� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ 001FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: NORAi X4- S Dk-• :b? jW I�" n 91 5RA Ae4t, I`1,5W 0'vs, 4- I V� M C4)AAK 14 eY-- DATE �o•aO -d INSPECTOR SOUTyO� - # . # TOWN OF SOUTHOLD BUILDING DEPT. cou � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ 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: 6jA*u-1 4jc�.% 0 40 UAktA I I ' lI low u 19w JOAA 41e ► -e ssUVZe - o I Goal n✓e- DATE S•aa-a - = INSPECTOR OF SOGIyo� sV 7 t� I (o G57A,fll TOWN OF SOUTHOLD BUILDING�EPT. "cou 631-765-1802 INSPECT[ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] :FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 5'-6e tia P fn DATE INSPECTOR %f SOUTyolo # # TOWN OF SOUTHOLD. BUILDING DEPT. u�m� 631-765-1802 �o . INSPECT ON [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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. [ ] RENT REMARKS: - DATE to - INSPECTOR �aoF souTyD 5 07 15 d� TOWN OF SOUTHOLD BUILDING T. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY ':: [ ] 'FIRE SAFETY INSPECTION [ ] -FIRE'RESISTANT CONSTRUCTION [-. ]. FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: L II� fy\ en �,S ®n q 0- up, �. AA /�OM u7Aef c 1e . . l •l W P DATE 2 2 INSPECTOR ho�aOF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. eoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [. ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [c/�FINAL 19-11445 , [ .] FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �j o� Co�1o,� Ads he DATE _ ��'o�/-off INSPECTOR SOUIyolo 500 �15 /6-05 oa541`�y��� / WC • TOW �OF SOUTHOLD BUILDlkb DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [. ] FIREPLACE &-CHIMNEY [ ]: FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O : [ ] RENTAL REMARKS: _�Wd 54-ory- g.. DATE Ia Ad-. INSPECTORIMU4, / OF SOUIh°�o # * TOWN OF SOUTHOLD .BUILDING DEPT. 631-765-1802 I N.S-P ECT-1-ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH.PL13G., [ ] FOUNDATION 2ND [ ]; INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ✓]/FINAL -d�oC/� �J- ] FIREPLACE &-CHIMNEY { .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �u I rt o(a t,� e v e Ce v� � G��C s � � �I � • �. . . • L 4p a-t eA back woo — *lm a I� vt, -1.0 6 4 ha em o S��I- i -AA a im. Ig 55 (aiCQ.a e- DATE -INSPECTOR. SO(/lyO� 1 / ® � Aver # TOWN OF SOUTHOLD . -UICING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION " [" "] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL " REMARKS: In " rL�� P _ S � s DATE INSPECTOR, OE 50GTyO� o # TOWN OF SOUTHOLD BUILDING DEPT. ^0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PL13G. ._ [ ] ' FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ 6INAL &- In S-zow [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oUt�. O�I�CUiViO� c✓1, `,�2 Du/ o )N" C '06& 0 a 0, le +kkAK 5 anti DATE 3-a S INSPECTOR AIR-HANDLER AIR_COND INDOOR MODELbyCQI45A? POWERSDURGE I4AI230Y-b�{c IPA t • DESIGN PRESSURE to 361)PSG MINIMUM CiRCENT AMPACIAY _ — lgppq AN MOTOR -- --— '"" ' t5 flA L'3M WUL AUkk1AP Y ELlwCTRiC HEATER P'WArw fiiAM OagotrH HI�IIer Cinxf(H�eni,jr "' `"� um uo" kJs�d town� i E'er► 3,7iM.� >�0lT --. ...._ >' :, CJ ECDNW 1.5Q1�p M El �CQ 11 Tl1lA O dt qd aRaIs!ft arigH"no W� J V 3 %025 •l_ BLMI DING DEPT. Co TOWN OF SCUTHOLD 11i �/�1 FIELD INSPECTION REPORT DATE COMMENTS �ro FOUNDATION(1ST) V1 ---------7-------------------------- C FOUNDATION (2ND) ! wood Ausse slued- !e?oL4k4es ko d 917 S [ P��JP y ROUGH FRAMING& e5 n "IvAn ✓ tAL �t5 er2 lam. o� 4v r,0A4 nve. �" y PLUMBING S. 5. ,Oe// Ole, oLJ w �oyieShA v ` ou 710 e r INSULATION PER N.Y. fI>H STATE ENERGY CODE 11J6 ,fA-ot K- JAS a VA W;.eyl' VJ04- osee 4 co IefiGn. Conk. vAtz, ) rto�ouJ �2cs ICA45 va v AAS. e� t/ FINAL 2S S Gl.2a- C o�j2 w�� rgc+ `t/n• `� G , GV nghon//t /evSS /aca/ld,FR vd t,hi �, ADDITIONAL COMMENTS �. C/A* Z7eA,40 etZl 2 -T- �c v e, b o /z- 1 8- ALI o I c'ol z m ' � .aS- 2ovi de, oloGvlttc�. 'M a ow ✓o/ a are- ham/ G'/oat �� s}ot,de, %S gs -So gzAAi N S - • � ro d H O z x � d ro TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 httias://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT r,r For Office Use Only Iyyi��� 1 PERMIT NO. Building Inspector: MAR 2 g 2024 Apfslr�eicns warms mt3stifrlied€ourtthetr entiretyIncamplete€ �; Knat e Applicants nat� he,ownerR an� � �T ;,js"'�+-Es E d ' `� $ t , •`t�.� r. Qwrner' �AuthciixtFor�farrr�pagi�shatj�be cgmieietl` � OI;TIif.' ,;t' Date: 2 QNR E OF P OP 12 Name:Washin ton Avenue Pro ect LLC SCTM#1000- Project Address:1605 Washington Avenue Ext Greenpo t NY 1.1944 Phone#:347-567-5047 Email:anderson.minaya@gmall.com -Mailing Address:4 W. Main St,Bay Shore,eNY 11706 �............__ F'EFri017 'Y`e C € .. ' �' I •' Name:Anderson Mina a Mailing Address:4 W. Main St, Bay Shore, NY 11706 Phone#:347-567-5047 Email:anderson.minaya@gmail mcom �� a .�, ey �4 `' Ee ilE5� lU iIOF IS$alAi INFQNTIQI RVU.k M� Name:Eric Jaworowski Mailing Address:4 W. Main wSt, Bay Shore, NY 11706 Phone#:631-804-8329 Emall:ehjaworo@aol.com `g'ygxcb b ,za &� (� 1`C}I1Ni-0 £ AT�Ol�� �'� L� Et�3 , ^ES A��. ;.�az�xF,a. .., 14 f9a -3R. '�9an?;!��d. `� ,.:. .•�,,'. i„w.. �r� 3€€ Namepedro Lantigua Mailing Address:4 W. Main St, Bay Shore NY 11706 �� Phone#:631-579-7425 Email: drlantigua@gmail.com IbESCRJ { �JIN � N €t o �jl MEIN ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo 1 51 g m§ PROPERTY tNFQRIV1ATIr3Nq ' Existing use of property:Sin le family residence Intended use of property:Sin le farni1v residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ,..._._. ._,... . . this property? Dyes igNo IF YES, PROVIDE A COPY. i rgast aa�d k Boere are J s Chapter 2 8 of the i owo Code SAP PC iION is`h1EkE y N1AOi to ttig Bu�id�ng C7epart�nent forth 'iss anc a Bulitlin parmit pursuant t 2 Builsiing done i. Ordinance of the Tewn of Southold,Suffolk,County,New Yor�and other applicable Laws,Ordinances or Reguiattons,fpr the soratruetion of buildings, additions,attentions ar foraya1 ar demalitians heneTn described The a►pticant agrees to coup y yuEthat!applfirb laws,and naes 6alidtng cotle,` ' ;�hr using coda and regulatidn 3td to admit authorized ittsArttars on prgmise tid lit ksulldilsg(s}fot necessary lnspeci ns Fatse statements made ie ain etp , punishabte as a Class 11►1t sitemeanor pursuartc to 5ectian2ltt 45 0f fie Nevi York Siate�P�na1 Law a 3 N ¢ y Application Submitted By(print na %uthorized Agent Woowner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY 0Ff"rson��i�e�1L )) Iv` being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)lbove named, (S)he is the 4e44 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this C�q day of aP-A .20 otary Public ���ytATE'p�c,, Dawn Jvhnson PROPERTY OWNER AUTHORIZATIO '*j'NOTARY`, NataayPublic,stateotNet�gor i PU;1;'-`No 01,�0 349053 (Where the applicant is not the owner) =;� P ,. Q1121ifsed in Suffetk County Conatnission Expires 1o/11/20_ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FOL,r`OGy BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD H i Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 yfj01a0� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aD-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/26/24 Company Name: Universal Electrical Services Electrician's Name: Anthony Semonella License No.: ME- 54018 Elec. email:gebhard73@gmail.com Elec. Phone No: 516-242-9204 ED I request an email copy of Certificate of Compliance Elec. Address.: 151 First ave, Massapequa, NY 11762 JOB SITE INFORMATION (All Information Required) Name: Anderson Minaya Address: 1605 Washington Ave., Ext. Greenport, NY 11944 Cross Street: Cedarfields Dr. Phone No.: 347-567-5047 Bldg.Permit#: email:anderson.minaya@gmail.com Tax Map District: 1000 Section:40 Block: 5 Lot: 1.027 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New rough Square Footage: �6�0 Circle All That Apply: Is job ready for inspection?: YES❑NO F Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 5D -7 i BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ^+ Southold, New York 11971-0959 ��1% Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(D—southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN 'INFORMATION (All Information Required) Date:_8/26/24 Company Name: Universal Electrical Services Electrician's Name: Anthony Semonella License No.: ME- 54018 Elec. email:gebhard73@gmail.com Elec. Phone No: 516-242-9204 211 request an email copy of Certificate of Compliance Elec. Address.: 151 First ave, Massapequa, NY 11762 JOB SITE INFORMATION (All Information Required) Name: Anderson Minaya Address: 1605 Washington Ave., Ext. Greenport, NY 11944 Cross Street: Cedarfields Dr. Phone No.: 347-567-5047 Bldg.Permit#: _C C-9 7 � email:anderson.minaya@gmail.com Tax Map District: 1000 Section:40 Block: 5 Lot: 1.027 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New rough Square Footage: 1610 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame Pole Work done on Service? M Y DN Additional Information: PAYMENT DUE WITH APPLICATION " 4 3 00 fec, 1 PERMIT# Address: Switches - l Outlets-RA,' ' GFI's Surface Sconces I H H's its Fridge ` HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven57U'4"" Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop Minisplit Blower H 1 Hood l Blower Service Amps Have Used Sub Amps Have Used / Comments 1 I G' d J. 1h I Ci 0) Z A4 ��-401 A XA17- 4V fj_ t�e,-J\ UNA - a2l C� 50Y Z -6 w� vE , � 890 '• 1�i, �C-roN of ,psi E . V� -1 N ,13 1 1 (GDP , 'fiL x jp GAP- ! .!W000. CIA. �.ds $. Y oa; ; r c STEPS PAD U. LOT Z6 LOT Z8 cl V LOT Z7 R S. REF 90 - So - loo SURVEY . OF OT 27 scENrc SUBDIVISION OF CEDARFIELDS FILED :TUNE 27, 1990 FKE NO. 8966 BUFFER A T GREENPOR T o� TOWN OF SOUTHOL D AREA = 22,205Sq. ft. SUFFOL K COUNTY N Y, 1000 - - 40 - 05 - 127 Scale 1" = 30' March 11,2024 3 ` •N 1g� as % 5� of QOtt AV1. ° VC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ! OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. P C NI S .C, EXCEPT AS PER SECA.')N 720.9 SUBDIVISION 2. ALL CER AFlCA AON-5 (6J1 v` .� � 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. •gog18 O SAID MAP OR COPIES SEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 8V�+—J2/(27J• WHOSE SIGNATURE APPEARS HEREON. Sou OLD, 1 Suffolk County Dept.of Labor,Licensing&Consumer Affairs ,. HOME IMPROVEMENT LICENSE Name {{ I PEDRO L LANTIGUA 4s Business Name NEW LEVEL HOMES LLC This certifies that the bearer is duly licensed License Number HI-63483 by the County of suffolk Issued: 04/09/2020 WoAjK4.T. "erk Expires: 04/01/2026 Commissioner This license is the property of Suffolk County a' Department of Labor,Licensing&Consumer Affairs. Possession of this license does not guarantee its validity. Additional Business Name License Category H1 -GC 4'to NEWLEVE-01 KBROWNE ACORO' CERTIFICATE OF LIABILITY INSURANCE DATE 5/6/2 D/YYYY) � /6/2024 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 r ' CONTACT Ss� NAME: World Insurance Associates,LLC 530 Horseblock Rd 4. ICC,NI o,E:q:(631)698-4776 ac,No):(631)698-6091 Farmingville,NY 11738 Y.•-'r ADD IE : MAY 9 2024 INSURERS AFFORDING COVERAGE NAIC# I' •,t, INSURER A:Claverack Cooperative Insurance Company 43834 INSURED INSURER B: d `6kf i,. I�._ ...V INSURER C New Level Homes LLC C•[.'..'..:,,•,( 57 Cedar Drive INSURER D Bay Shore,NY 11706 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 EXP LIMITS LTR IN SD WVD MM/DD YYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 500,000 CLAIMS-MADE X OCCUR 11013654 1/25/2024 1/25/2025 DAMAGE TO RENTED X PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 2,000 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,600,000 X PRO-POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 500,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accide t $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STAT TE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) 1605 Washington Avenue Ext, Greenport, NY 11944 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. Tho ArnPr1 nnmo nnrl Innn 2ro ronicfororl mnrlrc of Ar_r10r1 Yo K Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit New Level Homes LLC 57 Cedar Dr From:Town of Southold Bay Shore,NY 11706-2815 PHONE:631-579-7425 FEIN:XXXXX8375 The location of where work will be performed is 1605 Washington Ave,Greenport,NY 11944. Estimated dates necessary to complete work associated with the building permit are from April 1,2024 to March 31,2025. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two.person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Pedro L.Lantigua,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE g 6 811C U ICY` N � KI e6 �'r,-'/°„, w.�'�✓,��` '�s;��, � �w.v��'` �r�`"�r ,�,��T " " �,��; ,�� '�.k. �``�, ;_... ��.;.. .�':`,^r'1' .�"�t k ut'�,. 'r� y" +'°,,,�, '. r ,ter CE-200 01/2018 Generated by REScheck-Web Software Compliance Certificate Project 1605 Washington Ave Ext Energy Code: . 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition d� NFiY r0 Climate Zone: 4 (5572 HDD) �� )AWO& q Permit Date: o+ I. Permit Number: i w All Electric false w Is Renewable false Has Charger false G y� 056�'�� Has Battery: false , . gS1U �l. Has Heat Pump: false 0 Construction Site: Owner/Agent: Designer/Contractor: 1605 Washington Ave Ext Leon jaworowski Greenport, NY 11944 Precision Home Inspection of Americ 6 Glover Circle Lynbrook, NY 11563 6318048329 ehjaworo@aol.com Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 56 Your UA: 56 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 435 30.0 0.0 0.035 0.026 15 11 Wall 1:Wood Frame, 16"D.C. 520 15.0 5.5 .0.052 0.060 24 28 Window:Wood Frame 52 0.320 0.320 17 17 SHGC: 0.40 Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 2 of10 rREScheck Software Version : REScheck-Web ill Inspection Checklist Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified - Field Verified., # Pre-Inspection/Plan Review' Complies?' Comments/Assumptions" Req.1D ; Value- Value• 103.1, Construction drawings and :�•�❑Complies ;Requirement will be met. 103.2 documentation demonstrate I ' '❑Does Not [PR1)1 energy code compliance for the ( ;building envelope.Thermal s t ❑Not Observablg 'envelope represented on ❑Not Applicable ; construction documents. { 103.1, !Construction drawings and r ' —4E Complies 103.2, idocumentation demonstrate i ❑Does Not 403.7 ;energy code compliance for _ :3 [PR3]1 ;lighting and mechanical systems % ❑Not Observable , j Systems serving multiple n ;❑Not Applicable ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. G 302 1 Heating and cooling equipment is, Heating: Heating: I❑Complies j sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2j2 on Toads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods ; Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2-F Medium Impact (Tier 2) ;,;111 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2 1 , A protective covering is installed to ElComplies Requirement will be met. [FO1,1L]? ` o protect exposed exterior insulation ;❑Does Not $;and extends a minimum of 6 in. below j grade. ,❑Not Observable ❑Not Applicable �403 9 z snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12] installed. 41:]Does Not " d a 1❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2�,Medium Impact (Tier 2) 3:r Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies See the Envelope Assemblies 402.3.1, ;average). ❑Does Not ,table for values. 402.3.3, ❑Not Observable 402.5 [FR2]1 i ❑Not Applicable ! I 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 ;are determined in accordance "' ❑Does Not ;with the NFRC test procedure or t !taken from the default table. 3❑Not Observable .,I❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's " ❑Does Not ;instructions. P > fi ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built )❑Complies ;Requirement will be met. [FR20]1 (is listed and labeled as meeting z _ ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC 400 that do not exceed code 1�: �� ❑Not Applicable r :. limits. 402 IC-..rated recessed lighting fixtures ,°$❑Complies ;Requirement will be met. [FRI16]A sealed at housing/interior finish _I❑Does Not and labeled to indicate s2.0 cfm Not Observable leakage at 75 Pa. ❑ ,;❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is _ 3 � ❑Does Not !>= 3 inches in diameter and >= i R-6 where < 3 inches. Supply and <,❑Not Observable �d return ducts in other portions of t ,❑Not Applicable ;the building insulated >= R-6 for -• diameter>= 3 inches and R-4.2 ,for< 3 inches in diameter. ' 403.3.2 Ducts, air handlers and filter F;❑Complies ;Requirement will be met. [FR13]1 iboxes are sealed with ❑Does Not ;joints/seams compliant with 5 International Mechanical Code or ; � as❑Not Observable International Residential Code, as Not Applicable applicable. � �403.3 5 Building cavities are not used as []Complies. 'Requirement will be met. [FR15] ducts or plenums. 1 ❑Does Not dElNot Observable ❑Not Applicable 4 4 HVAC piping conveying fluids R- R- '❑Complies :Requirement will be met. above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- i❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 !piping, r' ��❑Does Not . s 0 '101\lot Observable f❑Not Applicable 403:5 3�A Hot water pipes are insulated to R- R- ❑Complies ;Requirement will be met. . [FR `8,1�Q ' >_R-3. :❑Does Not Lllp�" - ❑Not Observable 4 ❑Not Applicable 403 6 ,Automatic or gravity dampers are , ❑Complies ;Requirement will be met. [FR19F1 installed on all outdoor air '- z).❑Does Not intakes and exhausts. ( � ❑Not Observable .,❑Not Applicable 1 High Impact(Tier'1) 2;",Medium Impact(Tier 2) I;3i Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2:'Medium Impact(Tier 2) ''3! Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Vaiue Complies? Comments/Assumptions & Req.ID _ All installed insulation is labeled " ❑Complies ;Requirement will be met. [IN13]� r or the installed R-values ❑Does Not provided. 'F �•❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood T❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass j❑ Mass '❑Not Observable [IN3]1 :exterior,the exterior insulation ;requirement applies (FR10). ❑ Steel ❑ Steel ;❑Not Applicable kG 303.2 ;Wall insulation is installed per Complies Requirement will be met. [IN4]1 manufacturer's instructions. ;- ❑Does Not E]Not Observable I r_ J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 1%','3!1 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.1D 402.1.1, ''Ceiling insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood j❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel Steel ;❑Not Observable [FI1]1 ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 ;manufacturer's instructions. r t `I❑Does Not [FI2]1 Blown insulation marked every ,:❑Not Observable 1300 ft . . ° ❑Not Applicable 402:2 3 Vented attics with air permeable 1LIComplies 'Requirement will be met. [FI22jT insulation include baffle adjacent t ]❑Does Not to soffit and eave vents that extends over insulation. t ❑Not Observable 't]Not Applicable 402.2.4 !Attic access hatch and door R- ; R- i❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies ;Requirement will be met. [FI17]1 iach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 UComplies ;Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ;❑Does Not ,either: Rough-in test:Total leakage measured with a `.❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system j ;including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 '❑Complies Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable 'tests,verification may need to :❑Not Applicable occur during Framing Inspection. 403.3.2.1 'Air handler leakage designated J❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of s._ ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403 1 1` Programmable thermostats ❑Complies ;Requirement will be met. installed for control of primary '�❑Does Not �a :heating and cooling systems and ❑Not Observable initially set by manufacturer to ; code specifications. ❑Not Applicable 403:1 2 Heat pump thermostat installed .`"'E❑Complies i Requirement will be met. [FI10 � F�on heat pumps. "ElDoes Not q OE]Not Observable o ❑Not Applicable 403:5 1z Circulating service hot water ;f❑Complies 'Requirement will be met. 1FI1- systems have automatic or ❑Does Not accessible manual controls. �❑Not Observable a ks ❑Not Applicable 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 '' All mechanical ventilation system }❑Complies Requirement will be met. [F12512 fans not part of tested and listed {❑Does Not HVAC equipment meet efficacy 1 and airflow limits per Table ?ONot Observable R403.6.1. ,. of Applicable 4012 ,`l Hot water boilers supplying heat ❑Complies Requirement will be met. ,126]z through one-or two-pipe heating ' £_ ❑Does Not systems have outdoor setback control to lower boiler water ':j❑Not Observable temperature based on outdoor i sl❑Not Applicable ; temperature. ) 403.5.1.1 Heated water circulation systems J❑Complies Requirement will be met. [FI28V I have a circulation pump.The I ❑Does Not {!;system return pipe is a dedicated return pipe or a cold water supply; - . ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable ¢;syphon circulation systems are not present. Controls for j circulating hot water system pumps start the pump with signal for hot water demand within the i occupancy. Controls -!automatically turn off the pump i when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403:5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. IFI2'9]2 comply with IEEE 515.1 or UL ;❑Does Not 515. Controls automatically adjust the energy input to the x 3❑Not Observable ; heat tracing to maintain the ,;,❑Not Applicable desired water temperature in the piping. ;. 403.5 2 .„ Demand recirculation water ; ' ;❑Complies Requirement will be met. •(F.130]2 systems have controls that I '❑Does Not manage operation of the pump } and limit the temperature of the i S❑Not Observable water entering the cold water ( +❑Not Applicable piping to<= 1049F. 403..5.4 Drain water heat recovery units ; ❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA 2. ❑Does Not B55.1. Potable water-side -? pressure loss of drain water heat i :3❑Not Observable recovery units< 3 psi for }i❑Not Applicable individual units connected to one .or two showers. Potable water- :. •�s side pressure loss of drain water '' heat recovery units < 2 psi for individual units connected to three or more showers. { 404.1 90%or more of permanent I.ElComplies ;Requirement will be met. [FI6]1 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable i'•.: ❑Not Applicable 404,'.1.1• , Fuel gas lighting systems have ,❑Complies :Requirement will be met. �[FI23,]3 no continuous pilot light. ?❑Does Not ! , Not Observable I ❑Not Applicable 4013 Compliance certificate posted. ;. ❑Complies Requirement will be met. [F17]2 ,`❑Does Not r q❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for ' 10complies Requirement will be met. [FI18]3 mechanical and water heating �❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2<: Medium Impact(Tier 2) i 1:1 Low Impact(Tier 3) Project Title: 1605 Washington Ave Ext Report date: 05/17/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency, Certificate Insulation Rating R-Value Above-Grade Wall 20.50 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces) Glass & Door Rating U-Factor SHGC Window 0.32 0.40 Door CoolingHeating & pi Heating System: Cooling System: Water Heater• Name: Date: Comments 44'-8" 21'-0" 12'-8" 8'-7" 2'-5" PRECISION HOME CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL REMOVED WINDOWS ON INSPECTION EXTERIOR WALL WILL HAVE 2X4 INSPECTIONS DRAWINGS ENGINEERS WIND DESIGN ICE BARRIE FLOOD AIR REEZ' MEAN FRAMED W/R-15, J" -CDGROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER UNDERLAY HAZARDS INDEX'G ANNUAL SHEATHING, FELT PAPER, AND - SNOW WIND -BORNE DESIGN DESIGN MENT TEMP. SIDING. 1/2" ELTSHE PAPER, A BE SPEED TOPOGRAPHIC SPECIAL DEBRIS ZONE TEMP. REQUIRED LOAD EFFECTS WIND REGION CATEGORY WEATHEFING FROSTLINE TERMITE INSTALLED ON INSIDE o (mph) DEPTH <130 REMOVED NEW 6'-0" � 6'-8" SLIDER NEW 2'-7" DIRECT XISTING LEON JAWOROWSKI 20# MPH NO NO NO B SEVERE 36" MOD. V° 15 YES NO 496 52.9'F X 5'-0" PIC ND " " " WINDOW...^ �� _ X 4 4 DH _... ._._. ,. .... 2-7 4`4 H PROFESSIONAL ENGINEER (2) 2X12 HDR 34'-0 " DR LIC 056625 C_:LIMATIC ZONE IS 4 (2) 2X10 H 's03 MINIMUM FENESTRATION SKYLIGHT U GLAZED CEILING WOOD FRAME MASS WALL FLOOR R- BASEMENT WALL SLAB R-VALUE CRAWL SPACE 0 0 REQUIRED U FACTOR 0.32 FACTOR 0.55 FENESTRATION R-VALUE 49 WALL R- t-VALUE 8/13 VALUE 19 R-VALUE 10/13 & DEPTH 10, 2ft. WALL R-VALUE EXISTING !W z SHGC 0.40 VALUE 20 + 5 3 PROVIDED 0.29 0.35 0.31 49 20 + 5 18 21 N/A N/A N/A ACTUAL GARAGE 0 6 GLOVER CIRCLE Q o � LYNBROOK, NY 11563 N E=W 1 NEW NEW PHONE LINE: (631 ) 804-8329 X o KITCHEf�_ DINT RM L FAMILY RM N w N i (3) 2X4 TO SIT ON X EXISTING CONCRETE � � `� 'i' FOUNDATION WALL o I ® NEW 4" SCH 40 STEEL COL N OVER 15-3 4" SCH 40 COLUMN IN BASEMENT ® UNDER 36X36X18 POUR CONC - - - i TING _ ------ - -------- - - (Trn) COPYRIGHT — i NEW (2) 1 �" 11" L W/ 1" FLITCH LATE FL E Is Foo COUNTERFEIT PROTECTION i aLE 0 DN sTo Dw OE E O REF CL THIS PLAN IS PROTECTED UNDER THE FEDERAL o _ OCR 05 0� 4'-6" EXISTING COPYRIGHT ACT TITLE W AND MAY NOT BE REPRODUCED IST ��.:z r�,•: < : �,�� I NEW i �ATH2'_ 2 6 BEDROOM " 0 - N OF NEW Y I EXISTING _ o = o� I �_ EXISTING _.-. .., .. , .._. o o 0 0 �� �AW0 I EXISTING KITCHEN BEDROOM NEW � NEW N a o N �� GARAGE HEN I -0 4 15'-1" 1 BATH J 3_� - = Z .. x U W 10 5" o NEW w NEW Z 7'-10" -6" ' Z��O �° 05662h =Ci x E c; NEW AROFESSIONP� _.. __.. I ; ,.......-....,.. ....._..._._..._..._...w,.. ..,.... ... _ 0 D ......... . ._.-. : .. ...... .... ... .. _.. ,. .. ........._-.........._..�,..._. ._. � EXIST _ �. .._.. .. .. ,. ...._ .. :_. ..-. . ..... . ...... I LEGEND =: - _ - 3-O" _I 2'-7" X 4'-4" DH x ��V I DIRECT EXISTING � i x{ /'' ISSUE REVISION DIRECT 4'n4G DH DIRECT EXISTING DHRU� W`f��� NEW WALL CONSTRUCTION I 2'-11" 6'-0" 5'-9" 4'-6" 8'-8" 6'-9" I C=__D WALL TO BE REMOVED �d �u�Si N o. DATE DESCRIPTION EXISTING EXISTING E EXISTING WALL �. .� 1 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 FAMILY RM BEDROOM ,9'-3 15-5' .-....�- � 2X6 R.R. m- ® 16" O.C. FRAMING NOTATION 34'-8" 100 CFM EXHAUST 1 . �` ��� 1 !MM FAN TO EXTERIOR A L T E R A T I O N S FIRST FLOOR -� i n"a l afoadwo ' ' ® SMOKE DETECTOR SCALE: 1/4"= 1'-0" - - CARBON MONOXIDE DETECTOR C.M. 34'-8" EXIS TING FIRST FLOOR SCALE: 1/4"= 1'-0" All exterior lighting 2'-11" 9'-6" 6'-2" 11'-�" 5'-1" ALL NEW WALL TO HAVE A 7RqV� AS NOTED installed,replaced or RAISE WALL T❑ 7'-6' RAISE WALL TO 7'-6' PLATE HEIGHT TO PLATE HEIGHT TO FOAM BOARD ON EXTERIOR pA TZB•P. �� ELECTRICAL repaired shall conformdi/LA MATCH BATHROOM MATCH BATHROOM INSPECTION REQUIRED to Chapter 172 NEW 2'-7" NEW 2'-7" EXIS NG NEW 2'-6" X 4' 4"DH X 4' 4"DH 2'-0" X 3'-0" FEE BY. ,_ of the Town Code :.:.: - NOTIFY UI DING DEPARTMENT AT ,, - �2) 2X10 HEIR 631 76 1802 8AM TO 4PM FOR THE (2) 2X10 HD 15'-1" (2) 2X10 HDR (2) 2X10 FiDFt o _ PROJECT FOLLO '1NG INSPECTIONS: � ALL NEW EXTERIOR VALES TO BE ' 110 1. FO NDATION-7-MO RE01"Pr,-n NSULATION 2X4 AND SULATEC WITH R-15 ,, E W EXIST T 1 = FO POURED CONCRFTF w LO 9'-O�1 f w ED OOM 3 BATH 2. ROUGH-FRAMING& PL!,",,", '3 ALL NEW SECOND FLOOR CEILING w i' y _ 3. INSULATION JOISTS TO HAVE R-30 z x w, ;v � ;� 2 WO" z 3'-0" 1605 WASHING AVE E X T CONSTRUCTION MUST _ .... _.-.,... _ -_ - - _a_..,....... ..... ...-- - INSULATION IN NEWAREAS W ' '� T, a. FINAL- __ _. .. ..._ m GREENPOR NY >' BE OMPLETE FOR C.O. ' ` WALL HEIGHT 1'-6" i " I ALL INSULATION ON SECOND z 11' 9" 0 S-4' (J L C L m o 3-0" 5-8 m ALL CO STRUCTION SHALL MEET THE REQUIR MENTS OF THE CODES OF NEW FLOOR IS ONLY BEING CHANGED I ' 'V, t i Z N EXIST WHERE OLD INSULATDN IS '� a� o YORK ATE. NOT RESPONSIBLE FOR NEEDED Icy- EXIST EXIS EXIST - DESIGN OR CONSTRUCTON ERRORS BATH _ - x z m NEW ® ¢ NEW NEW PLYWOOD TO 01 INSTALLED Z IN NEW ADDITION AIEA, EXISTING w X !� 2'-6" 0 2'-0" z TI TLE F ; COMPLY WITH ALL CODES OF = AREAS WILL NOT BE REMOVED _ 2'6" _.. _ - _ T _... _.. NEW ORKSTATE &TOWN CODES NEEDED NEV PLYWOOD I - ----- ' FIRST FLOOR PLAN UNLESS S NEW 6' 6 AS RE UIRED AND CONDITIONS OF WALL HEIGHT 5'-4" j., - ---r---- ---_ -- --- NEW (2) 2X14 L ----- Of _-- — -- _,._.... NEEDED ,��-,,:• 2' 6" .;,: ". :���.,:,:,: , �.-- "`TXI�T'�16�E�— N �' SECOND FLOOR PLAN I 5'-9" 5'-8" 0 3'_0�� ® x I o N SOUTHOLD TON! A C L C L `� SOUTHOLD TO N PLANNINv BOARD i N N N w ; >,. NEW NEW x in 0 $OUTHOLD OUVN TRUSTEES o o ' `= 2'-6" 2'-6" N x W N.Y.S.D ,, I o N o I N W M A v OLD HPC 3 w N ® L_ BEDR00 HD w 0 DATE 3 21 2024 ®C UPANCY OR EXISTING = EXISTING 15'-1° t 1 /4"= 1 '- 0" BEDROOM S� SCALE US IS UNLAWFUL I ! BEDROOM NEW WI ROUT CERTIFICAT: - 1 BEDROOM #2 NEWDIRECT -0" oo REPLACE WN B Y - DFOCCUPANCY - ; DIRECT 15'-11" DIRECT DIRECT M ' R L. J. _: REPLACE REPLACE REPLACE 2'-4 2'— CHECKED By X -4"DH .,.-TAIN C "'�►'1ER RUNOFF 2-7 " 2 7 2-7" " _ , :,,•ti URSUr`�"v+ 1'0 CHAPTER 236 � X 4' 4 DH X 4' 4"DH X 4 4 DH � i`��_ L ,S. .JOB No. OF THE TO f-I COOZ~ 2'-11" 6'-0" 5'-9" 4'-6" 8'-8" 6'-9" R � 19'-3" 1 24005 t . I � Lt�MBiNG V�IA�'"E= 5 ' I�IN&.W TER LINES NEE© BEFORE COVERING. — 34' 8" DRAWING No. N MBER CER TIFICA TION 0 EXISTING SECOND FLOOR ALTERATIONS SECOND FLOOR Al — 2 ON LEA-0 CONTENT�8`L�FORE CER IFICATE OF OCCUPANCY SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" S �L)ER USED 1N 111ATER SU EXCEED 2110 OF 1% LEAD. 4" DIA. VENT 4" DIA. VENT THRU ROOF THRU ROOF ROOF PRECISION HOME NEW MASTER BATH t EXISTING BATH `E"T t 12" DIA. VENT INSPECTION 1 1/2" DIA. v TL7 DIA. INSPECTIONS DRAWINGS ENGINEERS TLT 2" DIA. 3" IA. 3" DIA. 2" DIA. C.O. 3"DIA• WASTE LEON JAWOROWSKI EXISTING BATH PROFESSIONAL ENGINEER KITCHEN 1 1/2" DIA 3 DIA. t t 2"DIA. VENT LIC #056625 SINK 1/2" DIA. o.w. TLT sN FIRST FLP 2" DIA• 3- DIA. f2* DIA 6 GLOVER CIRCLE C.O. C.O. LYNBROOK, NY 11563 3"OIA• WASTE 3-).:WAS TE PHONE LINE: (631 ) 804-8329 F.A.I. C.O. q C.O. C.O. �— BACK — WDIA. CAST I N A PREVENTION 4" DIA. CAST ? VAS VF CELLAR IRON HOUSE J\\ El El R TRAP u it TO NYS APPROVED SEWER SYSTEM aI COPYRIGHT - COUNTERFEIT PROTECTION FMa-b-1 E:1 PLUMBING RISER THIS PLAN IS PROTECTED UNDER THE FEDERAL N T s COPYRIGHT ACT TITLE XM AND MAY NOT BE REPRODUCED pf NEty V. O C JAw0fr q LSCAtP�/� HT SIDE ELEVATION FRONT ELEVATION W "= 1'-0" /SCALE: 1 4"= 1'-0" �"pA° 05662y�t,,�'� R�FESSIONP 30 YEAR ARCHITECTURAL ROOF C. L OF WALL EQUALS SHINGLES ON 301 FELT W/ ICE & C. LINE OF VENT PIPE ISSUE R E VI S I 0 N WATER SHIELD STARTER COURSE EXTENDING INSIDE EXTERIOR SIZE O F TRAPS FOR PLUMBING FIXTURES O.C. INTERIOR FRAMING ® 16" ' WALLS, RUNNING UP ALL RAKES & LINING ALL VALLEYS. (2020 RESIDENTIAL CODE OF NYS TABLE 3201.7) 1/2" GYPSUM BOARD No. DATE DESCRIPTION — 2X10 RR 0 16" OC OVER NEW 2X8 CT ® 32" OC. ABOVE NEW PLUMBING FIXTURE TRAP SIZE MINIMUM inches 2X10 CJ 016" OC WITH R-30 BATHTUB WITH OR WITHOUT SHOWER HEAD & or WHIRLPOOL ATTACHMENT 1-1 2" t 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 INSULATION AND SHEETROCK TO BIDET 1-1 4- VENT PIPE STACK BE INSTALLED CLOTHES WASHER STANDPIPE 2" 2x6 BASE PLATE DISHWASHER ON SEPARTE TRAP 1-1/2* _ fL00R DRAIN 2` qi I u m I HORIZ. VINYL SIDING OVER AIR Iq II ill II q ! KITCHEN SINK 1 or 2 TRAPS, W Or W 0 DISHWASHER & FOOD WASTE DEIPOSAL ', i u INFILTRATION BARRIER, 1/2" LAUNDRY TUB ONE OR MORE COMPARTMENTS 1-1/2 PLY. SUBFLOOR "CDX" PLYWD. SHEATHING, (2) 2x4 LAVATORY 1-1 4" „ q TOP PLATE, 2x4 STUDS @ 16" SHOWER (BASED ON THE TOTAL FLOW RATE SINGLE FLOOR JOIST 0 EACH GYP. BD. FINISH O.C., (1) 2x4 BOTTOM PLATE, THROUGH SHOWERHEADS AND BODY SPRAYS) SIDE OF VENT PIPE UNDER 2x6 q " I (R-15) BATT INSULATION, & 1/2" FLOW RATE: 5.7 gpm k less 1-1/2" INTERIOR WALL MORE THAN 5.7 gpm up to 12.3 gpm 2` MORE THAN 123 gpm up to 25.8 gpm 3" OF VENT PIPE Q -- ALL WINDOWS & PATIO DOORS MORE THAN 25.8 gpm up to 55.6 gpm 4- FLOOR INTERSECTION ARE "ANDERSEN" "STORMWATCH" SERIES UNITS W/ LOW "E" INSULATED GLAZING S VENT DETAIL — TERRATONE KNISH AS / FENESTRATION CRITERIA ON SHEET n D3 SCALE: 1-1/2"= in ie II —•----•— 1�_O» m n q I!I II II II {I IIIJ' @ I II 1 II I � q EXISTING RIDGE PROJECT — -- - - 2X4 CT ® 32" OC 1605 WASHING AVE EXT GREENPORT, NY 240# ASPHALT ROOF SPAPER. //HINGLES OVER 1ELEVATION SHEATHING 2x8TROOF RAFTE2RSCDX 0 16" O.C. SCALE: 1/4"= 1'-0" TI TLE 2X8 CJ 0 16" OC ELEVATIONS 1'-0" OVERHANG W/ 1x6 WOOD FASCIA P LU M B I N G & PERFORATED VINYL SOFFIT 1 HORIZONTAL VINYL SIDING (4: h II EXPOSURE) OVER 15# FELT,, 1/4 I OSB SHEATHING, 2 II TOP )PLATE, 2x4 STUDS ® 12x4 BOTTOM PLATE, " O.C., :! NEW NEW I� II (1 BATT INSULATION, & 1/2KRRIG5D BEDROOM "0 BEDROOM #3 , INSULATION, & 1/2" GYP. BD. DATE 3 21 2024 FINISH FLOOR SELECTION BY OWNER OVER 3/4" CDX PLYWOOD SUBFLOOR, EXIST FLOOR JOISTS SCALE 1 /4 - 1 - 0 W/ CROSS BRIDGING MID—SPAN & 1/2 GYP. BD. I DWN BY E.J. CHECKED BY L.J. NEW 00 KITCHEN JOB No. EXISTING FIRST FLOOR 24005 DRAWING No. LEFT SIDE ELEVATION SE C T I ON A2 - 2 SCALE: 1/4"= 1'-0" GENERAL NOTES : THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE 2020 RESIDENTIAL TI AL CODE OF N YS TABLE R 301.2.1. REFER TO TABLE PRECISION HOME RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, • • REQUIREMENTS TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. WIND-BORNE DEBRIS PROTECTION FASTENING Q INSPECTION 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THEJ PROJECT. IF IN THE COURSE OF SCHEDULE FOR WOOD STRUCTURAL PANELS (WFCM TABLE 3.21) CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR • FASTENING SCHEDULE R301.2.1.2 FOR TOP PLATE SPLICE REWIND-BORNE DEBRIS SHALL • - - - - ' (inches) WOOD STRUCTURAL BUILDING MINIMUM SPLICE INSPECTIONS DRAWINGS ENGINEERS STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR • • . . • • • • • • . • • • . FASTENER SPACING . . . . . . . . . . FASTENER FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME 4 FOOT 6 FOOT PANEL DIMENSION (FT.): LENGTH (FT.): ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS PANEL SPAN <PANEL SPAN <PANEL SPAN 1/2" PLYWOOD 12 4 FOOT 6 FOOT _< 8 FOOT 2 OR 7/16" "OSB" NOTED OTHERWISE. NAIL SHEATHING < < 3. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLEPERIMETER AS/I FOR ALL REQUIRED INSPECTIONS TABLE R602.3 (1) 16" 10" 8" 16 3 No. 8 WOOD SCREWS 20 4 LEON JAWOROWSKI LNG E COURSE OF CONSTRUCTION. ON SHEET D2 BASED ANCHOR W/2" 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE W/ THE RESIDENTIAL CODE OF NEW YORK EMBEDMENT LENGTH 24 STATE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED Z AIR-SEALANT MATERIAL No. 10 WOOD SCREWS 28 5 PROFESSIONAL ENGINEER TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS ¢ 0 TOP & BOT. PLATES 16" 12" 9" 32 5 LIC #056625 SNOW LOADS, WIND & SEISMIC LOADS PER CODE SECTION R301. N & ALONG ALL SHEATHING BASED ANCHOR W/2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF NATIONAL ELECTRICAL JOINTS EMBEDMENT LENGTH CODES IN ACCORDANCE WITH THE NEW YORK BOARD OF ELECTRICAL FIRE UNDERWRITERS z 1/4" LAG SCREW 36 7 AND SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. 16" 16" 16" 40 8 6. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL CD BASED ANCHOR W/2" BE INSTALLED BY A LICENSE-D & INSURED PLUU o 0 10 BER. SHEATHING SPLICE PLATE REQUIRED 50 12 6 GLOVER CIRCLE 7. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE � REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. WHERE SHEATHING A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND OTHERWISE. 6 GLOVER 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NO 3 PERIMETTER DOES SPEEDS, V ult' AND A 33-FOOT MEAN ROOF HEIGHT. 70 14 , NY 11563 o NOT LAND ON A 9. DO NOT SCALE DRAWINGS. FRAMING MEMBER 80 16 PHONE LINE: (631 ) 804-8329 10. ALL LUMBER & PLYWOOD MIDST BE GRADE STAMPED. B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF ME TOP PLATE TO ASSUME 1. TABULATED SPLICE LENGTHS m W/ AMPLE NAILING TOP PLATE CONNECTION USING SSU NAILS PER FOOT. 11. FLOOR, CEILING, ROOF JOISTS;, HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. SURFACE, 1 or 2 THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 2by' OR PL LESS THAN 1" FROM THE EDGE OF THE PANEL. SHALL BE REDUCED IN ORDER TO PROVIDE AN fb=825 p.s.i. PLATE ON 2byJIL 12. WHERE HEADERS ARE NOT :SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS BLOCKING) I C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL EQUIVALENT NUMBER OF NAILS. OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE 13. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. I AL. COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 LESS LOCATED IN EXPOSURE B OR C 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. NOT 2-1/2" FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. MATERIAL COPYRIGHT - COUNTERFEIT PROTECTION 16. SOLID BLOCKING T TO BE INSTALLED IN FLOOfi! SYSTEMS BENEATH ALL SHEATHING RUN VERTICALLY SHEATHING RUN HORIZONTALLY THIS PLAN IS PROTECTED UNDER THE FEDERAL STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO, SHALL ALLOWABLE DEFLECTION OF L BEAMS, OR OTHER MEMBERS BELOW. NOTE: BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A STRUCTURAL MEMBERS 17. LAMINATED LUMBER TO BE '7RUS JOIST MICROL.LAM LVL 1.9E SERIES ND (AT EQUAL). BRACED WALL PANEL SHEATHING MAY RUN VERTICALLY OR ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 (PER TABLE R3 A RESIDENTIAL CODE OF N.Y.S.) COPYRIGHT ACT TITLE XVI AND MAY NOT BE REPRODUCED LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, HORIZONTALLY. 2 by BLOCKING SHALL BE PLACED AT ALL POUNDS. NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION EDGES OF PLYWOOD FOR NAILING. NAILING WILL CONFORM TO ALLOWABLE STRUCTURAL MEMBER DEFLECTION ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS THE NAILING SCHEDULE R602.3(3) ON SHEET D2 WIND-B 0 R N E DEBRIS PROTECTION DETAIL RAFTERS HAVING SLOPES GREATER THAN L/18o f NEW PER MANUFACTURER'S SPECIFICATIONS. A 3 PITCH WITH NO FINISHED CEILINGS18. ' ��P��a AwUkCYO� ATTACHED TO RAFTERS L SKYLIGHT OPENINGS ARIE TO BE DOUBLE FRAMED WITH JOIST HANGERS. DETAIL @NAILING 8c AIR - SEAL PATTERN SCALE: 1/2"= INTERIOR WALLS do PARTITIONS H/180 �� 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS v � OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). 1'-0" FLOORS ec PLASTERED CEILINGS L/360 REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF SCALE: 1/2" = 1'-0" ALL OTHER STRUCTURAL MEMBERS L/240 �, Cr 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, EXTERIOR WALLS: WITH PLASTER H/360 c;i CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING OR STUCCO FINISH _ WITH ANY MORE WORK. EXTERIOR WALLS: NAND LOADS WITH L/240 �d� ° Zy ��'& 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR BRITTLE FINISHES 056�D LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. EXTERIOR WALLS: NAND LOADS WITH L/120 jORpFF$$1ONP� 22. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. EXTERIOR SHEATHING FLEXIBLE FINISHES INSULATED. 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE CAULKED, GLUED OR NOTE:L = SPAN LENGTH 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW GASKETED TO TOP PLATE H - SPAN HEIGHT WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. NAILING SCHEDULE (WFCM TABLE 3.1 ) a.THEWIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 25. OPENINGS FOR EMERGENCY U CEILING DRYWALL TAPED TO SE SHALL INCLUDE DOORS OR OPERABLE PARTS OF *THIS SCHEDULE MEETS THE CRITERIA FOR TIMES THE COMPONENT do CLADDING LOADS FOR THE ISSUE REVISION PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. THREE SECOND WIND GUST SPEED OF 120 M.P.H. WALL DRYWALL b.FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A LENGTH OF THE CANTILEVER G FOR ALUMINUM STRUCTURAL MEMBERS N PANELS USED E N o. DATE DESCRIPTION MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24 & A MINIMUM WIDTH OF 20" ROOF FRAMING EXTERIOR CLADING ROOFS OR WALLS OF STRUCTURAL M ADDITIONS OR PANELS PAT U COVERS, WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL OVER EXTERIOR R-5 RIGID DRYWALL CAULKED, GLUED OR NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE ABOVE GRADE STORIES. FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 NUMBER OF ISULATING BOARD ON AIR GASKETED TO TOP PLATE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. INFILTRATION BARRIER SANDWICH PANELS, USED IN ROOFS OR WALLS OF SUNROOM 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER NEW YORK JOINT DESCRIPTION COMMON NAILS NAIL SPACING ADITTIONS OR PATIO COVERS. THE TOTAL LOAD DEFLECTION 1 5/15/2024 REVISIONS AS PER EMAIL ON 5/14/2024 STATE BUILDING AND SAFETY CODES AND PROVIDE REQUIRED EGRESS BEFORE Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter SHALL NOT EXCEED L/120 UTILIZING IT AS LIVING SPACE. Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist 27. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. Ceiling Joist to Parallel Rafter (Face-Nailed) 6-16d Each Lap Ceiling Joist Laps Over Partitions (Face-Nailed) 6-16d Each Lap Collar Tie to Rafter (Toe-Nailed) 3-8d Per Tie TAPED OR SEALED JOINTS I DRYWALL CAULKED, GLUED OR Blocking to Roof Rafter (Toe-Nailed) 2-8d Each End EXTERIOR SHEATHING GASKETED TO BOTTOM PLATE 2x4 CONTINUOUS LATERAL Rim Board to Rafter End Nailed 2-16d Each End DRYWALL CAULKED, GLUED OR BRACE 0 6' o.c. WALL FRAMING BOTTOM PLATE CAULKED, OR GASKETED TO BOTTOM PLATE (2) 10d NAILS TRUSS OR NUMBER OF EXTERIOR SHEATHING GASKETED TO SUB-FLOOR CEILING JOIST JOINT DESCRIPTION COMMON NAILS NAIL SPACING CAULKED, GLUED OR Top Plate to Top Plate (Face-Nailed) 2-16d 1 Per Foot GASKETED TO BOTTOM BOTTOM PLATE CAULKED, OR Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side PLATE SUBFLOOR CAULKED, GLUED OR GASKETED TO SUB-FLOOR Stud to Stud (Face-Nailed) 2-16d 24" o.c. _ GASKETED TO RIM JOIST/ RIM lOd NAILS ®12" o.c. Header to Header (Face-Nailed) 16d 16" o.c. Along Edges CLOSURE Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud WALL, Bottom Plate to Floor Joist, Band joist, 2-16d 1.2 Per Foot EXTERIOR SHEATHING RIM JOIST/ RIM CLOSURE GABLE END RIM BOARD TRUSS End' ist or BlockingFace-Nailed CAULKED, GLUED OR CAULKED OR GASKETED TO SILL FLOOR FRAMING GASKETED TO SILL PLATE PLATE • NUMBER OF SILL PLATE INSTALLED OVER BOTTOM PLATE CAULKED, OR 1/2 GYPSUM BOARD JOINT DESCRIPTION COMMON NAILS NAIL SPACING SILL GASKET INSULATION/SUB CONTINUOUS GASKETED TO SUB-FLOOR 5d COOLER NAILS Joist to Sill, Top Plate or Girder (Toe-Nailed) 4-8d Per Joist BLOCKING BETWEEN JOIST 0 10" o.c. Bridging to Joist (Toe-Nailed) 2-8d Each End ° SEALED AROUND PERIMETER Blocking to Joist (Toe-Nailed) 2-8d Each End 20 BLOCK NAILED TO Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block BRACE IN RRSTJOIST SPACE Ledger Strip gto Beam (Face-Nailed) ) 3-16d Each Joist Y I R B A R R I E R@ C A N TILE VE R E D F L. PROJECT W/ (4) 10d NAILS Joist on Ledger to Beam Toe-Nailed 3-8d Per Joist 5d COOLER NAILS Band Joist to Joist (End-Nailed) 3-16d Per Joist " Band Joist to Sill or To Plate Toe-Nailed 2-16d 1 Per Foot SCALE: 1/2 = ® � O.C. 20 GAUGESTRAP AILS ROOF SHEATHING ENVELOPE AIR SEALING 1'-0" EA°CH END OF STRAP NUMBER OF 1605 WASHING AVE EXT DWALL STUDS JOINT DESCRIPTION COMMON NAILS NAIL SPACING G R E E N P O R T, NY Q� Structural Panels AIR BARRIER UC, SEALANT ON GYPSUM SEE TABLE 2 ON SHEET D2 Interior Zone Location 8d 6" Edge/12" Field BOARD OR TOP PLATE Perimeter Zone Location 8d 6" Edge/6" Field DETAIL @ CEILING Gable Endwall Rake or Rake Truss w/ 8d 4" Edge/4" Field 3/4" CLOSURE BOARD: (OSB, Lookout Block THERMAL ALIGNMENT PLYWD., GYPSUM BD. OR Gable Endwall Rake or Rake Truss w/o 8d 6" Edge/6" Field RIGID INSULATION) SEAL ALL BRACING GABLE ENDWALL W/ CAULKING Overhang EDGES Diagonal Board Sheathing SCALE: 1/2"= RIGID FOAM BOARD OR TITLE 1"x6" or 1"x8" 2-8d Per Support 1'-0" 1"x10" or Wider I 3-8d I Per Support REFLECTIVE FOIL INSUL. SCALE: N.T.S. CEILING SHEATHING GLUED IN PLACE & SEALED DETAILS NUMBER OF ALONG ALL EDGES JOINT DESCRIPTION COMMON NAILS NAIL SPACING AIR BARRIER @ Gypsum Wallboard 5d Coolers 7" Ede 10" Field WALL SHEATHING DDROPPED CLG. SOFFIT NUMBER OF RAFTER TO STUD MTL CONNECTOR OR STUD DOUBLE JOINT DESCRIPTION COMMON NAILS NAIL SPACING TO STUD METAL CONNECTOR, AS CONDITION SIMPSOM H2A CUPS FROM STUDS SCALE: 1/2"= STUD Structural Panels REQUIRES (SHEET D1) TO RAFTERS CONDITION Interior Zone Location 8d 6" Edge/12" Field DOUBLE TOP PLATE CONTRACTOR SHALL EXTEND TOP PLATE Perimeter Zone Location 8d 6" Edge/12" Field METAL STRAPPING UP TO 2nd 3 21 2 0 2 4 Fiberboard Panels DATE 7/16" 6d 3 3" Edge/6" Field FL STUDS AS PER STRAPPING BORED HOLE: MAX 25/32" 8d 3 3" Edge/6" Field FlREELOCKNG DETAIL AT EVERY WALL OPENING 1 /4» > » DIAMETER 40 Gypsum Wallboard 5d Coolers 7" Edge 0" Field AROUND PIPE SCALE PERCENT OF Hardboard 8d 6" Edge/12" Field STUD DEPTH Particleboard Panels 8d (As Per Manufacturer) CUT PLATE TIED WITH PLATE UPLIFT STRAP AS/ TABLE 9 SINGLE Diagonal Board Sheathing 25 GAGE STEEL (SIMPSON STRAPPING I CS20) 5/8 IN. MIN. STUD 1 x6 or 1 x8 2-8d Per Support ANGIE OR HEADER D WN BY E' J TO EDGE 1"x10" or Wider 3-8d Per Support EQUIVALENT HEADER UPLIFT STRAP SEE TABLE 9 BORED HOLES FLOOR SHEATHING CRIPPLE STUDS (1-1/4" 20 GA. GALV. STRAPPING SHALL NOT BE MIN. Ilf ON STUD) CHECKED By L• J JACK STUDS LOCATED IN THE SAME CROSS JOINT DESCRIPTION COMMON NAILS NAIL SPACING LAMA- FULL HEIGHT STUDS SILL NOTE CONNECTION REFER SECTION OF CUT Structural Panels TO TABLE 10 UPLIFT CONNECTION IS REQUIRED 0 EACH END JOB N O ., F OR NOTCH IN 1" or Less 8d 6" Edge/12" Field OF HEADER & AT BOTTOM OF HEADER STUDS STUD 5/8 IN. MIN. Greater than 1" 10d 6" Edge/6" Field IN ADDITION TO CONNECTORS 0 WALL STUDS & TO EDGE Diagonal Board Sheathing AT TOP & BOTTOM OF CRIPPLES & JACKS AND -BORED HOLE 1"x6" or 1"x8" 2-8d Per Support KING STUDS & WRAPPED UNDER FOUND. SILL NOTCH MUST 1"x10" or Wider 3-8d I Per Support PLATE (TYP.) 24005 NOT EXCEED MAX. DIAM 60% Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. 25 PERCENT OF DOUBLE STUD DEPTH If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, TYPICAL FRAMING & UPLIFT CONNECTIONS OF STUD nailing requirements for structural members shall be doubled, or alternate connectors, such DEPTH as shear plates, shall be used to maintain the load path. AROUND EXTERIOR WALL OPENINGS 2When wall sheathing is continuous over connected members, the tabulated number of nails : N.T.S. NOTCHED & BORED HOLE shall be permitted to be reduced to 1-16d nail per foot. 0SCALE DRAWING No. ( D LIMITATIONS FOR INT. N ON B E AR I N G WALLS 3 Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check Residential Code of New York State for additional requirements. D I SCALE: N.T.S.