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HomeMy WebLinkAbout50927-Z otiDS�FFQ�` p Town of Southold 10/4/2024 P.O.Box 1179 �. 53095 Main Rd Southold,'New York 11971 CERTIFICATE OF OCCUPANCY No: 45626 Date: 10/4/2024 THIS CERTIFIES that the building ' BASEMENT ALTERATION Location of Property: 260 Reeve Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-3-15.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2024 pursuant to which Building Permit No. 50927 dated 7/11/2024 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: finished basement to existing single family dwelling as applied for. The certificate is issued to Bier,Brian of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50927 9/23/2024 PLUMBERS CERTIFICATION DATED 9/24/2024 Derek Henne y V ak;L 0hU Signature ��SyFFe� TOWN OF SOUTHOLD moo. �y BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • �r 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#: 50927 Date: 7/11/2024 Permission is hereby'granted to: Bier, Brian 236 Corona Ave Pelham, NY 10803 To: Construct interior alterations to existing single family dwelling as applied for. At premises located at: 260 Reeve Rd, Mattituck SCTM #473889 Sec/Block/Lot# 100.-3-15.1 Pursuant to application dated 6/16/2024 and approved by the Building Inspector. To expire on 111012026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $740.00 CO-ALTERATION TO DWELLING $100.00 Total: $840.00 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • yo sean.devlin(p�town.southold.ny.us Cou�rr ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Bier Address: 260 Reeve Rd city:Mattituck st: NY zip: 11952 Building Permit#: 50927 Section: 100 Block: 3 Lot: 15.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: On Point Electrical License No: 68194ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Finished Basement Inspector Signature: Date: September 23, 2024 S.Devlin-Cert Electrical Compliance Form Copy Town Hall Annex �� �y i� %��? ;T'elephone @31)765-1802 54375 Main Road o 1 �, P. O. Box 1179 Southold, NY 11971-0959 0 • r DS E P 4 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD RUMDING DE PT. TOWN )F SGgJTHO.I,x CERTIFICATION Date: a° Building Permit No. o � 7 Owner: f � (Please print) Plumber: I'e l-e lC l J I c l P Ssey (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this d It ) day o 20 CONNIE D.BUNCH ' C Notary Public,State of New York No.01 BU618500 Qualified in Suffolk County Commission Expires April 14,2 � Notary Public, County 1 a SO(/T,�°� # # TOWN OF SOUTHOLD BUILDING.DEPT. u�mN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [XFA � GH PLBG. [ ] F NDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ -]'.FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: f ��l O DATE « INSPECTOR OF SOGIyO Z /'� h �O # TOWN OF SOUTHOLD BUILDING DEPT. cooem, �o 631-765-1802 'INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND . [ ],INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ . ] -FIRE SAFETY INSPECTION [ . ] :FIRE RESISTANT CONSTRUCTION [. ] _FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ - ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t'I 6f•S ;smoke, 6-o riedr Ya NJ © kvigd< © +s 14 100 DATE ..O 'c5 " �1 INSPECTOR O�a0FsoUlyO soyo 7 460 klecU . Eet # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION.1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ .] "FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [�C] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: o S � e Aoeet4t ept DATE l' Io- " 14 INSPECTOR OF SOUTyOIo 6 43 2_7 TOWN OFSOUTHOLD:B ILDING DEPT. Coutn, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [.. ] INSULATION/CAULKING [ .] FRAMING/.STRAPPING [. ] FINAL [ ] FIREPLACE &-CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ;] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t �✓I 1- L6 JA Z.:::��f �hy DATE f INSPECTOR �o�*OF SOUTyOIo - -- # TOWN OF SOUTHOLD BUILDING DEPT. couHr+,��' 631-765-1802 �oa-;� INSPECTtON [ ] 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 RE RKS: t wt-;-Dpwq: C/ G� DATE INSPECTO f r ` I�4 ,rr�t 1 r , e � � , � , 't�l �, '��', ,�� t �.�t�' \�` ,` � � -� �� '" .,v ' � y \` � \� � ��. 1 �� - � r � �..�;.�.:. ,,`` � ��~ C L� ��! 3 � ='1► 11. ,a—. 7 1 e (� � 1 -� � '� � �, �. ��` . �� �,. � ��,��}se��� 4 �:�,,, f �-.� . �� it -�� � � �: �=. a� s .aaa � ��'III►� r +M J�wi � 0 � .� �' � i 1 1 r�. ' •t S ►� . �1�:�....n• �'. 't �• i �, i 1 _ � � ' `� . � ♦ 0 r. 4 'Y 4 � wit, ,a pill, y' 1�.a. , 1 1 i r , :. r . fir t � 7 Ilk 3 r' Ai t � ,.►fit;� ;+.Y � 1 1 r rm '_ pro 00 4� •-e --� - � S' s �.rrrNr tt / =y 7q. w -mow., iiiiiiiiiii��illill�illillilillilI Jam, r Apr_ i' OF W 10 _ FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -------------------------------------- -- FOUNDATION (2ND) ------ liS ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE -------- FINAL 7m ADDITIONAL COMMENTS 0 A, R 4- 4,10 'JP- 4F.,L- e-c-,4-- 10-1 t? 0 en Skki C- X ------------ o�Og�fFUt�c�G TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 . �y�o• �a� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.ggv f Date Received APPLICATION FOR BUILDING PERMIT - For Office Use Only lid j J , PERMIT NO. 19 Building Inspector: U SAY 1 6 2024 �. Applications and-forms must be filled out in.their entirety:Incomplete applications will not be accepted..Where the Applicant'is riot the owner,an " . T�3I3�,Dg��;7DEr 11, Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name: SCTM#1000- Project Address: Phone#: � � B - /(9/7) G Email: �jS�; ��iZ,^ L? g�,do• Cv"1 Mailing Address: CONTACT PIERS N: Name: v d Mailing Address: 0 _ fuel— Phone _._� 31_ �°'��(' Email: 7-3 m_ DESIGN PROFESSIONAL INFORMATION:, Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:' Name: S1_at'��i CL�jI(�10� Mailing Address: Phone# 0 j_ 00 — &329- Email: DESCRIPTION-OF PROPOSED,CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: XOther r n Will the lot be re-graded? ❑Yes-IgNo Will excess fill be removed from premises? ❑Yes ❑No 1 a PROPERTY INFORMATION Existing use of property: Intended use of property:' Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in'building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 8r'i '� ❑Authorized Agent ❑Owner Signature of Applicant: Date: 5L STATE OF NEW YORK) COUNTY OF e. being duly sworn, deposes and says that( )he is the applicant (Name of individual signing contract)above named, (S)he is the (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 �A f day of ► �'` , 200 �lotpry Public % h morMir'� 1`otmy PoW MW of Now York * I'llBLlC J* NO.010R628 M / PROPERTY OWNER AUTHORIZATI .........� QUdfleaiasu1ll�cotwly' (Where the applicant is not the owner) I, ) residing at Q V, do hereby authorize141qt-A­ 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 ��g11EFQLK�o BUILDING DEPARTMENT- Electrical Inspector O G TOWN OF SOUTHOLD O � . o - Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(c southoldtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /7147 Company Name: Qpj (c� Electrician's Name: License No.: f Elec. email: (fi)1 ®i/rf l eC- I-i c&3) '� ��`607 Elec. Phone No: 031--69�-dL u ❑1 request an email copy of Certificate of Compliance Elec. Address.: /07 Lp V�,q 1,41 /7,? JOB SITE INFORMATION (All Information Required) Name: g l')417 Asll L -&i, Address: a� �CrlQ 1r1�r� /�Gib�ia�� /lam Cross Street: Phone No.: /I 917� Ste / t�i-7 Bldg.Permit #: email: G Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION,OF WORK, INCLUppE SQUARE FOOTAGE Please Print Clearly): ; 4� �!s S-A" r G � Square Footage: 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 R2 R H Frame Pole Work done on Service? DY FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches ` Outlets GFI's SurfaceAk<` Sconces HH s - UC Lts Fridge HW POOL Panel Fans Mini Fr. WAD Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Belo �Gr� Service Amps Have Used Sub Amps Have Used Comments �- (Za ot ��� � CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDNM) 03/20/2024 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 polioy(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 CONTACT Kirk Associates LTD NAME: Eric Kirk PHON o 631-727-7767 18 First Street E-MAIL A/C No: 631-727-7941 ADDRESS, kirk.assoesvC american-nationa1.COm Riverhead INSURER S AFFORDING COVERAGE ! NAIC# NY 11901 INSURER A, Farm Family Casualty Insurance Company I 13803 INSURED INSURERB: United Farm Family Insurance Company i 29963 On Point Electrical Contracting LLC INSURER C: 107 Upton Drive INSURER D: Sound Beach INSURER E:NY 11789 COVERAGES INSURER F 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' 'ADDL SUBR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP A IX COMMERCIAL GENERAL LIABILITY X i X 3103L9450 MMIDDlYYYY MMIDDlYYYY LIMITS 06/30/2023 06/30/2024 EACHOCCURRENCE I$ CLAIMS-MADE �OCCUR I 1,000,000 DAMAGE TO RENTED LAAUTOMOBILE X CONTRACTUAL LIABILITY PREMISES Ea occulTence� S 100,000 MED EXP(Any one person) $ 5flB()GGREGATE LIMITAPPLIES PER: ` PERSONAL&ADVINJURY S 1,000,000 ICY i JECOT- LOC ! I GE_NERALAGGREG_ATE_ s 2,000,000 PRODUCTS-COMP/OP AGG s 21000,000 ER: — LIABILITY I S COMBINED SINGLE LIMIT ANY AUTO I Ea accident j5 �l OWNED SCHEDULED Ij I BODILY INJURY(Per person)AUTOS ONLY AUTO HIRED i NON-OWNED I BODILY INJURY(Per accident)AUTOS ONLY AUTOS $ ONLY j I PROPERTY DAMAGE Per accident I S UMBRELLA LIABH 'OCCUR S 1 EXCESS LAB EACH OCCURRENCE g CLAIMS-MADE AGGREGATE $DED RETENTION S -- B !WORKERS COMPENSATION 3104W7498 06/30/2023 !06/30I2024 PER oTH- S AND EMPLOYERS'LIABILITY YIN I X STATUTE I ER ANYPROPRI ETOR/PARTNER/EXECUTIVE ST OFFICER/MEMBER EXCLUDED? NIA (E.L.EACH ACCIDENT _ g((Mandatory in NH) ! _ 100,000 If yes,describe wider E L.DISEASE-EA EMPLOYEEI S !DESCRIPTION OF OPERATIONS below 1001000 i E.L.DISEASE-POLICY LIMIT $ 50Q,000 III I I 1 I ! DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Department Of Labor, ACCORDANCE WITH THE POLICY PROVISIONS. FLicensing & Consumer Affairs PO Box 6100 AUTHORIZED REPRESENTATIVE Hauppauge, NY 11788 Kirk Associates Ltd ACORD 26 2016/03 ©1988-2016 ACORD CORPORATION. All rights reserved. ( ) The ACORD name and logo are registered marks of ACORD 'SURVEY OF PROPERTY LOT i MAP OF i-OT P-WOODF 1)VACANM-AND SEA-AIRE ESTATES N'74'��7'20"E 270,00 FILED:FEB.5. 1979-MAP#:6780 SITUATE MATTITUCK - co (� ' TOWN OF SOUTHOLD 17 U) 0 Z n SUFFOLK COUNTY,N.Y. > z PI TAX MAP NO.:1000-100-03-015.001 LOTAREA:40.274.63 S.F.(0.925 ACRES) 5501- (f) FRM.M 0 DATE SURVEYED:DEC.27.2018 13 REVISED:JAM.21,2019 z • LOT I FINAL SURVEY:JAN.6.2020 -ELEVATIONS REFER TO NAVID&B. Ld z -SANITARY&DRr,"IELLSASPERBUILDER Q FGRESS'M NDOW WELL ENSIONS AND OFFSETS C C-NDATION > ad" -ALLHOLISEDIME In > LLI LOTCOVERAGE RESIDENCE='978 S.F. Ld OT TOTAL 2778 S.F. �2 Z tmnb S72 .2 270.25 25, WIDE DRAINAGE EASEMENT TOWN OF SOUTHOLD E PUBLIC WATER RESIDENCE-RESIDENCE-puaLICWArER -li— —Tt-3i;!I�—;��IZ;11-.1���-�C;I'F"��F.- &411—L ROAD 'E -�D' -­7 ­l­-71'h of,Ke 0 I i—FE 11 —T 11 -!rh�'ANqSURVF--X,1 00 PLLC .-EYIN 'P.LAW N I N SCALE:1 INCH=40 FEET OLEM MEACH�f1Y'J-1'720"' 40 130 PC) 9 ANGELO JOSEPH CECERE mad I c OPTONUNE.NF-7 PROFESSIONAL LAND SURVEYOR <tr r �r►� CERTWIC,AfTE OF ! ABILITY INS lRAKE 9Tt##s ATF is i5�3:E'.�A" f+Ti4Atr 'it C'#r`3 1f'Ut�Ai,7*4 ck y AY+;�-£QNi'&:li$»i i7,?�N`fw UA°5fit rHY'•CAR 4'f ,t xX:�.LP a.EFa,lf"°A:A7EDOE8 NOT A-frAJOAP"LY tWtSiirOATMELY AMEND:(XT€,NT)04AE:S'E8zOi sYl+IF�+��t�.t�:' . ��,: Y+I�i.teiY. 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C*t't..ez^',y,h, r.)..A;,C+h3:'rlsti�L3.y.GjC-�R17 kdalwea«fmari�euR4P SslflB�tts.tnaV b&M4CAtM:if"'xCPt iFurGis�aY,�3riyg __.._ �._.,.,,......-. ., ,. Y f pf r�`l=r+�E r�rsr� +t tt u►rtta 8 400LO ANY bf Tt9f ABOVE€ESCNFAko P(tk4 U eCCANCS L i k,D r3f 0 THE f�nYRAMMb*YC THE OF,NOTICE WtL�9E DEL RU)tN RE aC E"mi za�s,a p ,t 1CCORDA14tt VAT"T4 PMle9 Y ftc n/v OUZ' a+IVIS•201 S ACORD ACORD 1e r?r s6,tT s Tna ACORD Hama acid logo am 4 T.g�st�r+d marks of ACORt3 r Suffolk County Dept. of Labor, Licensing & Consumer Affairs r Name r Business Name that the -;e "er s dole 1 sensed PSV Construction Inc �YtVe County of suffolk License Number: HI-641 ,53 Rosalie Drago Issued 11 125 02 Expires: 11 i' 1 02 r' rr ". /�";�' c%�j!rr r//�ii,,,r%'s '�/���.. ;r/%���'rr,cr,.../r :..�/ � � �/,✓r/ '/ ��/ ///// �,"i"�/ ,r/ , /, ,, j, VAN % NO � //O/ �' i TM. Suffolk County Cep . of Labor Licensing & Consumer affairg � 10 A L L 1--c-7 t� 1` MASTS _ ELECTRIC Name SHEA TYLER 9; Business Name Can Point Electrical Con-Lraetin is cent Ties tho-t :he Decarer s CLAYi�cErsed License Number tJE--6$ 194' �° `he CoLrty cf sL'- olk Issued : 5/2412023 _ W Expires : 051 0 1 12025 Commissioner tzA `�t i $mod U z __ r "s„„�,ra.rr,�`�f` •Ffr tfdfm hq,� � i N K 2 / ii; V k ........ �+ a - &ON x�{ i r , .„m ' ,.l.a'a:, rw.rr,�ny;;,,,i,.,l, wnY.,��sx r,�s.f �h 12'z�„Fi aS'S31a,Ted`�'i'.3�3+;13'w`6,f a a f ........... a f - �e_ r IN ,„ v If i A E P CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDD/YYW) 1 03/20/2024 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 poliey(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 NAME CT Eric Kirk Kirk Associates LTD PHONE . 631-727-7767 ac No: 631-727-7941 18 First Street ADORess: kirk.assoosvc@american-national.com INSURERS AFFORDING COVERAGE NAIC# Riverhead NY 11901 INSURERA: Farm Family Casualty Insurance Company 13803 INSURED INSURER B: United Farm Family Insurance Company 29963 On Point Electrical Contracting LLC INSURER C: 107 Upton Drive INSURER D: _ INSURER E: Sound Beach NY 11789 1 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. ILTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS POLICYNUMBER MMIDDIYYYY IY MMIDDYVY A. X COMMERCIAL GENERAL LIABILITY X X 31031-9450 06/30/2023 06/30/2024 EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occurrence S 100,000 X CONTRACTUAL LIABILITY MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY S 1,000,000 GEN'LAGGREGATELIMITAPPLIESPER: GENE RALAGGREGATE S 2,000,000 _ X POLICY❑PRO- ❑LOC JECT PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBED SINGLE LIMIT S Ea accINident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OW?dED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ B WORKERS COMPENSATION 3104W7498 06/30/2023 06/30/2024 X I STATUTE EORH •AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 100,000 OFFICERWEMBEREXCLUDED? � NIA —' --- --- -- —' (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under ! DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Suffolk County Department Of Labor, ACCORDANCE WITH THE POLICY PROVISIONS. Licensing & Consumer Affairs AUTHORIZED REPRESENTATIVE PO Box 6100 Hauppauge, NY 11788 Kirk Associates Ltd ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD 2020 N KS Residen tial Code / In ter-national Residen tial Code TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �_ Q 0 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AiR MEAN SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL (psf) SPEED TOPOGRAPHIC SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. ("F) REQUIREMENT INDEX TEMP. APPROVED AS NOTED OCCUPANCY �� PLUMBING (m.p.h.) EFFECTS WIND REGION DEBRIS ZONE DEPTH n ALL PLUMBING WASTE 20 130 ult NO NO 1 MILE FROM B SEVERE BOF 3 MODERATE 11 YES NO 599 51'F DATE' i��"` B.P. USE IS UNLAWFUL 11 WATER LINES NEED ( ) FIREAISLAND FT BFG TO HEAVY FEE o•vn BY: WITHOUT CERTIFICATE TESTING BEFORE COVE' 1. AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. NO IFYBUILDINGDEP RTMENT AT OR THE of occUPA�c�` 2. DESIGN IS IN ACCORDANCE WITH AMERICAN WOOD COUNCIL (AWC) WFCM-2015 "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS", 2015 EDITION, FOLLOWING INSPECTIONS: 3.DESIGN LOAD CALCULATIONS: AS PER SECTION R301,5 "�---^•--�---••-• . 1. FOUNDATION-TWO REQUIRED LIVE LOAD = 40 p.s.f. (ROOMS OTHER THAN SLEEPING ROOMS) Z 30 p.s.f. SLEEPING ROOMS ) FOR POURED CONCRETE PL UMBER CER TIFIC I TI 0�V o 40 p.s.f. (EXTERIOR BALCONIES AND DECKS) 2. ROUGH-FRAMING&PLUMBING ON LEAD CONTENT E' FOF,x 4all 10 p.s.f. (ATTICS WITHOUT STORAGE), 20 p.s.f. (ATTICS WITH LIMITED STORAGE) COiV;?�y WiTN ALL CODES OF 40 P.S.F. (HABITABLE ATTICS & ATTICS SERVED WITH FIXED STAIRS) . INSULATION 4. FINAL-CONSTRUCTION MUST W YOSIt STATE&TOWN CODES CERTIFICATE OF OCCL PANC-: DEAD LOAD (OTHER THAN ROOFS) = 10 p.s.f. (ACTUAL WEIGHT OF MATERIALS) DEAD LOAD FOR ROOFS: AS PER TABLE R301.6 BE COMPLETE FOR C.O. AS REQUIRED A . CONDITIONS OF SOLDER USED IN V, TF 0 SNOW, WIND & SEISMIC LOADING = REFER TO CHART ABOVE. ALL CONSTRUCTION SHALL MEET'S T0VINZBA SUPPLY SYSTEM CA'.',,v:,�i W REQUIREMENTS OFTHE CODES OF NEW /SpI JM T=FI ANNING 80AAD EXCEED 2110 OF 1% I. : . YORK STATE NOT RESPONSIBLE FOR �^"� -��- J.. ..._ . 0 DESIGN OR iCONSTRUCTON ERRORS con, WTOrI TRUSTEES z NOTES : I _. �.Y.S.DEC r U co GENERAL ' a REQUi THE DESIGN PROFESSIONAL WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR THE WORK RELATING TO THE SAFETY PRECAUTIONS OR TO MEANS, METHODS, S9 UTi .POLE TECHNIQUES, SEQUENCES AND PROGRAMS FOR THE CONTRACTOR TO PERFORM HIS WORK. j� NO 4 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT. IF IN THE COURSE OF xS CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THE PLANS, THE CONTRACTOR 9� LOT 2 -WOODED VACANT LAND a C) SHALL STOP WORK AND NOTIFY THE DESIGN PROFESSIONAL. SHOULD THE CONTRACTOR `9 O I II FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, THE CONTRACTOR SHALL ASSUME N74 37 20 E ALL RESPONSIBILITY & LIABILITY ARISING THEREFROM. 270.00 2. DESIGN PROFESSIONAL IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS 1 1 STAKE SET v NOTED OTHERWISE. �+-� STAKE SET 3. HOMEOWNER AND/OR GONTRAGTOR 15 RE5PON5IBLE FOR ALL REQUIRED INSPECTIONS xS.� S� xS xs p DURNING THE 0OUR5E OF GON5TRUGTION. x I-• 4. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL (- 1- �O ,S �- CODE. BUILDINGS AND STRUCTURES AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED iZ tZ M I LEACHING POOL c4� TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS W SEPTIC TANK co SNOW LOADS, WIND & SEISMIC LOADS PER COIDE SECTION R301. 20•� � 0 N T, T 5. ALL ELECTRICAL WORK SHALL BE INSTALLED BY A LICENSED & INSURED ELECTRICIAN. > r 11-1 O c ELECTRICIAN SHALL ENSURE ALL WORK PERFORMED IN ACCORDANCE WITH THE ELECTRICAL Q Z Q DRAINAGE N z ° Q FIRE UNDERWRITERS AND HAVE WORK NSPECTED BY SAME. i�� EASEMENT I .� O O o 6. ALL PLUMBING WORK SHALL BE INSTALLED BY A LICENSED & INSURED PLUMBER. O Uj 0 �J `�-�• POOL 07. APPLY FIRE PROOF CAULKING AROUND ALL OPENINGS, CRACKS, AND HOLES WHERE W W �•� 9'•S EQUIP. v z REQUIRED ON DOORS, WINDOWS AND ANY OTHER APPLICABLE LOCATIONS PER CODE. 8. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED p p 2O 8'---� `�:'4�:5• O S9 (� 0 d- OTHERWISE. W �I W �-�20 • Sz ^i I-- O 9. DO NOT SCALE DRAWINGS. Ir O `fix ` � < N 10. ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. S O iLI (, 11. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 WITH A MIN. 9 LY .J z fb=825 p.s.i. I I >&x E.W.W. L] () � 0 12. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS rJ5.0 2 Z W o � OVER ALL WINDOW, DOOR, ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE U D 0 n! _ 13. ALL HEADERS 6 OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. x 0 0 0 �f I- 14. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. W-� �- W W W 0 D' dS Z 15. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER �g W TA ER SERVICE U z 0 MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. x z - -�'` ~~ 16. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL S F� �'�N Y O , STRUCTURAL POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, z LOT 1 Q LL �F' ESH, BEAMS, OR OTHER MEMBERS BELOW. `Sg W� 1 CANTILEVER X U 0 o� � 17. LAMINATED LUMBER TO BE TRUS JOIST MICROLLAM LVL 1.9E SERIES (OR EQUAL). U7 LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS, ! q l 0 VE.W.W. ON z Q z NO SPLICING PERMITTED. L-AMINATED LUMBER IS NOT TO COME INTO CONTACT WITH SS 1 z 3: N w CONCRETE, IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC PROTECTION Q ~ s _j ALL AROUND BEAM POCKETS. MULTIPLEMEMBER BEAMS TO BE FASTENED TOGETHER AS 1 0_ m F. DRAIN 0 x "b o- Lil m z EL.52.45 PER MANUFACTURERS SPECIFICATIONS. i STORY d J 18. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. UZ Qa N J Z FNSED P -() 19. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS Uj ZO • GARAGE Ld OF ACI-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (F'C 3500). S� Oa I G.FL.=59.71 U �_ PROPOSED FINISHED REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 20. ALL FOOTINGS TO BEAR ON UNDISTURBED, WELL COMPACTED GRANULAR SOIL OF NAILING SCHEDULE , (WFCM TABLE 3.1 ) O 62.0 22.67 DW 8'x8' DRYWELL 2000 LBS. PER S.F. BEARING CAPACITY. IF FIELD VERIFIED SOIL CONDITIONS VARY, *THIS SCHEDULE MEETS THE CRITERIA FOR A �`, BASEMENT 943 SQ. FT. 5 ICU CONTRACTOR IS TO NOTIFY DESIGN PROFESSIONAL IMMEDIATELY BEFORE PROCEEDING THREE SECOND WIND GUST SPEEDS UP TO 140 M.P.H. PAVER WALK LJ WITH ANY MORE WORK. Z: M 21. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR ROOF FRAMING Uj UTIL. POL , LEVEL INCLUDING BASEMENTS INTERCONNECTED THROUGHOUT BUILDING. W/GUY W RE GRAVEL DRIVEWAY _ MM 22. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. NUMBER OF 0 WITH PAVER BORDER 23. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE JOINT DESCRIPTION COMMON NAILS NAIL SPACING - INSULATED. Rafter to Top Plate (Toe-Nailed) 3-8d Per Rafter 24. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW Ceiling Joist to Top Plate (Toe-Nailed) 3-8d Per Joist ^T WITH GLASS LESS THAN 18" ABOVE FLOOR, THE GLASS IS TO BE TEMPERED. Ceiling Joist to Parallel Rafter (Face-Nailed) 3 PITCH: 13-16d Each Lap ` v Z Q 25. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF Ceiling Joist Lops Over Partitions (Face-Nailed) 3 PITCH: 13-16d Each Lap "�' Q � WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. Ceiling Joist to Parallel Rafter (Face-Nailed) 10 PITCH: 3-16d Each Lap a Q SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN AN EMERGENCY & SHALL HAVE A Ceiling Joist Laps Over Partitions (Face-Nailed) 10 PITCH: 3-16d Each Lap in MINIMUM AREA OF 5.7 SQ. FT. WITH A MINIMUM HEIGHT OF 24" & A MINIMUM WIDTH OF 20" Collar Tie to Rafter (Toe-Nailed) 3 PITCH: 5-8d Per Tie O 9 S9 O Collar Tie to Rafter (Toe-Nailed 10 PITCH: 2-8d Per Tie S S WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL 19 ,� O J ABOVE GRADE STORIES. FIRST FLOOR WINDOW OPENING ONTO GRADE COULD BE 5.0 Blocking to Roof Rafter (Toe-Nailed) 2-8d Each End S) I J L... SQ. FT. OPENING) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. Rim Board to Rafter End Nailed 2-16d Each End �j S) STAKE SET a 26. THE OWNER SHALL MAINTAIN EXISTING CELLAR OR BASEMENT AS PER INTERNATIONAL WALL FRAMING x I S x`Se RESIDENTIAL CODE AND PROVIDE REQUIRED EGRESS BEFORE UTILIZING IT AS LIVING S S ��•-� O 091 20i I�]�J O •.STAKE SET st / Y Y S W w U 27. INTERIOR FINISHES AS PER OWNER/BUILDER AGREEMENT. JOINT DESCRIPTION COMMON RNAILS NAIL SPACING ,�O �O W I_ a Top Plate to Top Plate (Face-Nailed) 2-16d 1 Per Foot 270.25 EAS E M NT U) 2 Top Plates at Intersections (Face-Nailed) 4-16d Joints - Each Side I WIDE DRAINAGE W fJ 'C L ALLOWABLE DEFLECTION OF stud to Stud (Face-Nailed) 2-16d 24 a.a. 25 THOL,D O HEADER SCHEDULE Header to Header (Face-Nailed) 16d 16" o.c. Along Edges 'TOWN OF SOU I-- Q i Top or Bottom Plate to Stud (End-Nailed) 2-16d Per Stud TOWN Y < >- STRUCTURAL MEMBERS ALL MATERIAL FOR WOOD FRAMING TO Bottom Plate to Floor Joist, Bandjoist, 2-16d 1.2 Per Foot (PER TABLE R301.7 OF IRC) HAVE A MINIMUM fb OF 825 P.S.I. End joist or Blocking Face-Nailed MON.FND. 3: O .-• STRUCTURAL MEMBER ALLOWABLE NOMINAL LUMBER SIZE: SPANS: () � LO C DEFLECTION FLOOR FRAMING �S W (2) 2X8 UP TO 4'-0" MON.FND. r z a M LO dj RAFTERS HAVING SLOPES GREATER THAN L/180 NUMBER OF N A 3 PITCH WITH NO FINISHED CEILINGS (2) 2X10 4'-0" TO 6'-0" JOINT DESCRIPTION COMMON NAILS NAIL SPACING = CM ATTACHED TO RAFTERS (2) 2X12 6'-0" TO 8'-0" RESIDENCE - PUBLIC WATER Joist to Sill, Top Plate or Girder (Toe-Nailed) 4-8d Per Joist .� = i` 00 O INTERIOR WALLS & PARTITIONS H 180 (2) 1 3/4"X11 1/4" LVL 8'-0" TO 10'-0" W / Bridging to Joist Toe-Nailed) 2-8d Each End '� ^ M Q. POSTS SHALL BE 4X4 (NOMINAL) Blocking to Joist (Toe-Nailed) 2-8d Each End W c ^ O FLOORS L/360 id Cn l� (M CEILINGS WITH BRITTLE FINISHES L 360 NOTE: ALL SIZES CALLED OUT ON ANY OF Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block / THE FOLLOWING DRAWINGS WILL SUPERCEDE Ledger Strip to Beam (Face-Nailed) 3-16d Each Joist C (01 O. ALL OTHER STRUCTURAL MEMBERS L/240 THIS SCHEDULE. Joist on Ledger to Beam (Toe-Nailed) 3-8d Per Joist MM L Band Joist to Joist (End-Nailed) 3-16d Per Joist �`1 2 = O ' ' = DR STUCCO FINISH EXTERIOR WALLS: WITH PLASTER H/360 Band Joist to Sill or To Plate Toe-Nailed 2-16d 1 Per Foot O Z O •+-N Q = EXTERIOR WALLS: WIND LOADS WITH H/240 ROOF SHEATHING PIS � � 2 O Z Q (D X - OTHER BRITTLE FINISHES NUMBER OF uJ W N I-- 0 LM EXTERIOR WALLS: WIND LOADS WITH L/120 JOINT DESCRIPTION COMMON NAILS NAIL SPACING C p, W FLEXIBLE FINISHES Structural Panels co EXTERIOR WALLS: WIND LOADS WITH L/180 Interior Zone Location 8d 6" Edge/12" Field J FLEXIBLE FINISHES, INTERIOR GYPSUM Perimeter Zone Location 8d 6" Edge/6" Field BOARD FINISH H Gable Endwall Rake or Rake Truss w/ 8d 6" Edge/6" Field Z (D LINTELS SUPPORTING MASONRY WALLS L/600 up to 1' overhang W (V FLEXIBLE FINISHES Diagonal Board Sheathing (n U) NOTE:L = SPAN LENGTH 1�x6""or 1"x8" 2-8d Per Support LU (� H = SPAN HEIGHT 1 x10 or Wider 3-8d Per Support N O U CEILING SHEATHING o LU r- NUMBER OF => CV TOP PLATE SPLICE REQUIREMENTS JOINT DESCRIPTION COMMON NAILS NAIL SPACING F 1--OT F L-AN Z W J G sum Wallboard 5d Coolers 7" Ede 10 Field '1w10N.FND. SC�L ZO O U_x (WFCM TABLE 3.21) WALL SHEATHING BUILDING MINIMUM SPLICE NUMBER OF NOTE : 5Tff PLAN FOf� I2EffFEFENOE ONLY, 0 Co DIMENSION (FT.): LENGTH (FT.): JOINT DESCRIPTION COMMON NAILS NAIL SPACING J INi=OI NATION TAB EN ff�Oi�i 01'iGINAL_50} \/EY ICY a Structural Panels " �•, 0 12 5 Interior Zone Location 8d 6" Edge/12 Field �T 1. a r' I OAD 16 61 IAJC LAI`IDSURVYINfG PLLG Pe imeter Zone Location 8d 6" Edge/12" Fie dFiberboard Panels 20 $ 1/2" 11 ga. galy. roofing nail 3" Edge/6" Field LAND SURVEYING ,& PLANNING . _ v 25/32" 11 ga. galv. roofing nail 3" Edge Field Field - W 24 10 Gypsum Wallboard 5d Coolers 7" Edge Field 77 S. COLEMAN ROAD, CENTEREACti, NY 117,2,0 O Hardboard 8d 6" Edge/12 Field 28 11 2 Particleboard Panels 8d (As Per Manufacturer) PHONE: 631.846.9973 32 13 Diagonal Board Sheathing '"°1=MAIL: AJC246CSOPTONLINE.NET 1 x6" or 1"x8" 2-8d Per Support 36 14 1"x10" or Wider 3-8d Per Support LO N 40 1s FLOOR SHEATHING o J d 50 20 JOINT DESCRIPTION COMMON NAILS NAIL SPACING �_ } O 4- z o O 60 24 Structural Panels i 1" or Less 8d 6" Edge/12" Field C 1 CT_ z 0 W r N 70 28 Greater than 1" 10d 6" Edge/12" Field �, W W Y W w E 80 32 Diagonal Board Sheathing M m W U Li- 1"x6" or 1"x8" 2-8d Per Support cl� O co 1. TABULATED SPLICE LENGTHS TOP PLATE TO TOP 1"x10" or Wider 3-8d Per Support O z O � Z M PLATE CONNECTION SHALL NOT HAVE MORE THAN Nailing requirements are based on wall sheathing nailed 6 inches on-center at panel edge. O Q F7_ 2-16d NAILS PER 6 INCHES If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, N F- 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING nailing requirements for structural members shall be doubled, or alternate connectors, such DRAWING LIST m Q r m LOCATED IN EXPOSURE B OR C as shear plates, shall be used to maintain the load path. o 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE When wall sheathing is continuous over connected members, the tabulated number of nails Z Q 2 MATERIAL shall be permitted to be reduced to 1-16d nail per foot. T-1 TITLE SHEET, PLOT PLAN & ARCHITECTURAL DATA CL a A-1 FLOOR PLANS AND SECTION WITH ELEVATIONS czi C U Q � W H Q s d 2 U a� PROFE55IONAL PRAGTIGE NOTES r---------------, ------------- I. THESE DRANIN66 ARE PREPARED AS A GUIDE FOR CONSTRUCTION PURPOSES ONLY. I '• v ' I 2. THE ARCHITECT 15 NOT RESPONSIBLE FOR APPLICATION WORK RELATED TO PERMITS,COMPLETION OR OCUIPANGY.WHEN A CODE ENFORCEMENT OFFICER 1 ° I 1 NEW ILADDEKrORADE I I I I New LADDERTORADE 0 OBJEGT5 TO WORK RELATED TO CODE COMPLIANCE,THIS ARGHITEGT MUST BE NOTIFIED.NO PEN OR PENCIL CHANGES ARE AUTHORIZED;VIOLATORS WILL I I �X15TINC� I I , I �X15TINC� BE PROSECUTED. 3. THE ARCHITECT 15 NOT RESPONSIBLE TO COORDINATE REQUIRED OR NECE55ARY INSPECTIONS. . • „ . , d 40 4. THESE PRANIN66 REPRESENT A PRIVATE D15GLQ5URE OF INFORMATION AND MAY NOT BE USED OR COPIED UNLE55 PERMITTED BY THE ARCHITECT.SHOULD I WALL I /�-------___-�\ ♦`\ I I WALL I I z THI5 INFORMATION BE USED IN ANY MANNER WHAT 50 EVER WITHOUT PERMISSION,THE USER SHALL BE RESPONSIBLE FOR FULL GOMMI5510N DUE THE 1 L_____ • -------- ARCHITECT.THE DE516'N CONSTRUCTION AND/OR O((UPANCY INFORMATION REPRESENTED HEREWITH REMAIN THE PROPERTY OF THE AR(HITEGT. 1 ° / \ I 45 U) 5. RELATED TO JOB CONDITIONS,WORK SCHEDULED AND PERFORMED,MATERIAL INTERFACING,CONSTRUCTION MODIFICATIONS OR 5UB5TITUTIONS,NO 1 ExISTING i \\ e t EXI5TINe LIABILITY OR RESPONSIBILITY 15 ACCEPTED WITHOUT THE EXPRE55 SERVICE OF THI5 ARGHITEGT. r--' -••c - • . -- E-� - b. AESTHETIC CONTROL,FUNCTIONAL ACCESSORIES AND FEATURES REQUIRE COORDINATION RELATED TO SPECIFICATION AND MATERIAL SAMPLE 5UBMI5510N, I 1 SHOP DRAWING REVIEW,TESTING INFORMATION AND MUST BE BY THE EXPRE55 SERVICE OF THE ARCHITECT. I I EXISTING 8"CONCRETE BASEMENT WALL ; 1. SCALE AND PROPORTION ARE INTENDED TO BE APPROXIMATE AND TO SHOW CONCEPTUAL DESIGN.MODIFICATIONS AND/OR ADJUSTMENTS MAY BE . . 1 NEw ZXr FRAMEDW&I- WITH EXISTING INSULATION AT E .FOR WALL `---------------------------------1 REQUIRED A5 •!'. • •, ' : :,.°',:, •. ! . . , t • I D. CONSTRUCTION PROCEEDS. I I r------------- -- - - '- - - - -- CXISTIPJG q. THI5 AR(HITEGT HAS NOT BEEN RETAINED FOR GONSTRUGTIQN SUPERVISION OF WORK, r----� .• I O O O I LANDIiJG aiS' 1 I I C)tE10,5W�ER ING NEW TYFIGAL600 WMEN It-HAr LEDEX15TING OF ON U c� �� nEArEF � I — � iG— I 1 ' iV VV UTILCTY i21� NffW (SAME FOON EX15TIN5 °Keo" SWIN6DOok L-- ------ - - - -- - - - -- - - ------- ---------------, V •' •.. . NEW Z FRAMeDWALL WATER FKOOFTILE FINI5n ^' ad • __a_ • t ' UN FINISHED •' --------------y----- ------------_------•• �• Z r— _.� I O '• —'� VENTED APEA ROOF s PROOF VENT ROOF VENT � O O O• '• I ELEGTRG I j d I yz"ROOF VENT I BATH RM. III 211--�" — BATH RM. ?—� F W E L F(� S.D.AS PER NYSC® I I W m� _ _ EX I �,EX 1 I 5�• NEw 3�''Kso° SWINGDooF 1 t I 0 �i j=2 I 2" I � M-0 ® C.M.AS PER NYSC I 2 22 W I I a i / NEWDUCTWORK I 1 I Z �I I 1 I i-------------- _------______________________--- SELCGTCD gY CIvVNER__ — C__—__—__--- O O NCWDUG7WORK r— —� I TUB 1 1 I I 1 1 tcvrK Ex15TINe F05-r— I W eR EXISTING F05t ° EXI5TIN6 FOUNDATION WALL AND FOOTING I W 2ND FLOOR I •: I r— NEW K.AF n DLER I IiX15TIN5 2z4 wnLL r I I •. 2" v II ✓' CONNECTED FCODE J L____J J 1 F€____ 2 ( I I ILOGA710N FOR NEW EJEGtOF PUM EXISTING O I § WALLUNDER qAF CXI5rINGCOWMNFOOTING O (INSTALLED q�LOJJ 5LADff HEN BATH RM. I 1 uF �' EX 11 IGOiJNEGrEDFFFGIJDE CHIDING I 1 1 I 4 2 I 2 1 1 • O qC cmorrrD OUr O Lw-r-DI'ZAN AND OG.SLAD Ex15rIN5 Zx4 WALL 4-0 I I I O `� I I I •• FP111LO 5I1 I I I \ 24"UNDER COUNTER FRIDSE w 1 2 GAP\ I i I Q I 15T FLOOR O Z ® ® EXISTING Zx4 WULO O I 1 1 o NEW x4FFAMEOW&I- 6A�A�� 1 4 I I EXI571NG SLAq 1 2" 2„ I 2„ 3„ I 1 l y l I I I uF • 4"1=6" 6"-d' I t — 1 s Q_ NEW LOUNC7E • I I r I. _. — -- I FAN NEW RA LING ff F05T AT! tT F50NLY. 4 WATER PROOF TILE FINI5n I \� NEWLADDERTOerloff t, 4'-0" 8'-8" EXISTING ' I 2° GO f• - �RANnEAJ CHIDING I 1 1 I �� 18O., I I µES K IN BATTH RM. I i ---- -- NEW' i)ATr1 ROOM, I I s 1 �a�, WALK t r -t WATEKFROOFTILEFIN15n DEMOEXISrINGWALLS AND DOOR TO EXI5TIN6 I NE PVG 5E IG LINE t I�XISTNC� 1 1 "OEDRAN �'o° ttr.5nOV)!FWALL/5LA55OFTIONAL O I 1 I O z GO EXISTING HIGH LINE t APPROVED 4° 3" 1 I I o J/ �NEWTYFGAL000WM NttlttArLED I 1 ' ° I ? W LAV LAV t IEC�R�55 I z O O I t N - SEPT M 1 w :• I I I Q co ( I Wr-L-L I x GL05ErMAN0eF5W/DOOF5 NCW50"KBO" FOGKCTROOF NEWZrFFFAME WALL W gENGn ff GUggIES qE W MQOI!N DOORWIrH WG I I I nOOK5TO MATGn EXI5TING 4"DRAN HOUSE TRAP ACCE55ABLE ® 2' 1 L_______J "" FRWro E55ArGLEANOUTTFAp I I I �* NEW BATHROOM ACCE55 DOOR I r E c 1 1 • I �FNSED PR90 NEW FIN15HED BASEMENT '• f _� 4---- �•' I ' I I h L------------I -------- I r. 7777 i� 3„ 7717 2" ---� I I I -- -- I ---------------------------------------------------- EJECTORI 1 a 2' PLMP r05EFT4 ♦ I I L_ \ / _J . 1 ' '.• t \\ PROVIDE/�GE55 ATGLfM10UrT;1fr • •.' 2•' I \ / + ♦ a / 1 I \♦ UTILITY /� •' .. .•� r,a. w. r a I 3 -------. ' \♦♦ UTILITY // ..� --------- -------� ♦ / -------------------------------------------------------------- P.G. TO GUT AND CHOP SLAB FOR NEW ♦`\;' —+ -� //�/ ♦\\;' ♦`__________- / DRAIN TO NEW 5UMP PUMP. ELECTRICAL CONNECTION PER NEC REQUIREMENTS ♦ a / `--------------- `-------------J F L-V I I P I G M 5 MM ID I/\G F B I NO SCALE F F O F 0 5 EID FIN 15M E D P A5 E M E NT FL-AN SCALE 1/4"=f-O' EL J O � a) WALLLEGEN1D TOTALL.I6rtF AND VENT I'-' f- +� (C) ---4 q43 sq ft W W 0 a PROP05ED b"P.GONG FOUNDATION WALL ON b"x Ib"P.G.FOOTING L16HT .Ob%AND VENT.04%GAL(. W � Q) r REG.LIGHT= 75.4 PROPOSED 11.1 ----- REQ.VENT = 31.1 PROPOSED 11.1 PROPOSED FRAME WALL(EXTERIOR W/Rlq INSUL.) lb ADDITIONAL 3"LED= g600 LUMENS W � U L Residential Gode of New York State < 0 Section R308 61azin ~ Q Q O R30b.IINDENTIFIGATION: g O EACH PANE OF GLAZING INSTALLED IN HAllARDOU5 LOCATIONS AS DEFINED IN SECTION OZ$ N W � LO R30b.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLERS LABEL DESIGNATING 20" 20" N THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT z a N U-) ` COMPLIES WHICH 15 VISIBLE IN THE FINAL INSTALLATION.THE LABEL SHALL BE of A TYPE X15TINC� 1ST L.00 cU = M a) E MIN. ` MIN. WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. C h• CO O z ♦ EXI5TIN6 FIRST FLOOR FRAMED HALLC U) C7 — N Residential code, of New York State VCFIFYDgLFFAMINGAT5tAROFCNING •/L U co o Section R310 - Emergency Escape and Rescue Openings EX15rIIJGFIPJ15nED FLOOR � -L.� � U \ R310.1 Emergency escape and rescue openings required. Z OAR C 0 EXISTING FLOOR J015T5 d IN511LATION-4I ExI5rw5 FLOOR J015T m IG"oG CxI5rINe FLOOR Jo15r.e Iv"o.c II � �_ � Basements with habitable space and every sleeping room shall have at least one openable L- 2 O DOUBLE HUNG CASEMENT emergency escape and rescue opening.Mere emergency escape and rescue openings are I._ 11 GARAGE � 0 — Z O ca WINDOW UNIT x WINDOW UNIT provided they shall have a sill height of not more than 44 Inches above the floor. F - ---------------- --------- APPROXIMATI'E GRADE 5 APPROXIMATE GRADE FINISHED GYP DOACD G ILIfJG EX STAIR I I C �-+ a FINI5nEDGYFDOAFOGEILING p p Q X — To FeMAN 1�MODIFY EXISTING Z O N (Q R310.1.1 Operational constraints. L-� �X: I 1 STAIR WELL WALLS o LL p I I > EXISTING FINI5HED PG.5LAD v Emergency escape and rescue openings shall be operational from the Inside of the room b'SHO R L-1 I I 11 PROVIDE NEW _, m C a W without the use of keys or tools. z TILE kALL L STAID I I TMATCHING O GODS RAILING J m Y Lj F.F. EL. L L Wr-LL. I I " � RROR05ED a I— R310.2.1 Minimum opeing area. TYPICAL NEW WALL CONSTRUCTION: = W NEW i�A-rl ROOM: L- I = o = ; z t6 � All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 = wATERFFO�FrILEF of FINI5n 1 x �INISr��D M = w square feet.The minimum net clear opening height shall be 24 inches.The minimum net clear 2X4 FRAMING WITH 1/2 "GYPSUM BOARD `" �--J � o, N w o LU � EXISTING b"CONCRETE BASEMENT WALL I w�v Oi'�N AR A = U)Q opening width shall be 2D inches. WITH EXISTING INSULATION AT EX.FDN.WALL 1 �i�,: wnrERFFooFrILEFwISn W m (•,� Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet. EXISTING GONGRETE FOUNDATION WALL 1 cs �> N v�W � EXISTING FN15nED FG 51- Z w LL �O 5EOTiON-A-A ffiN15rlElD DA5EM ENT WA[-t- oN SCALE 1/4'= 1'--O" O a W 0 o�. 3 N U' N rn 0 4- CU � � p O d N > Z a� O w WY � WN w = a m Who `' CU O Z c) z m O Q O — 'S 0 m Na O r 2 O Q 2 a z w z W o Q ti U Q O