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HomeMy WebLinkAbout51834-Z a � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51834 Date: 04/16/2025 Permission is hereby granted to: Linda Peng 248 20th St Brooklyn, NY 11215 To: Construct interior alterations to include converting the garage into habitable space in an existing single-family dwelling as applied for. Premises Located at: 4605 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 128.-3-19 Pursuant to application dated 03/06/2025 and approved by the Building Inspector. To expire on 04/16/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $677.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $777.00 Building Inspector �, a r TOWN OF SOUTHOLD—BUILDING DEPARTMENT , Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT rL For Office Use Only �u fil r PERMIT NO. Building Ins�act r. 6 �q r � Applications and forms must be filled out in their entirety.Incomplete PP .Y applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: L bN e— Y^ SCTM# 1000- Project Address: Phone#: l Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email; DESIGN PROFESSIONAL INFORMATION: /1 Name: \A WL4) Mailing Address: � b` Wv —L ww Ald— �—iNQsn 1 !J I 1 k7:S Phone#: ` �'3� U � Email CONTRACTTOR INFORMATION: Name: Q\V�vo"J I.,vN1. )Jy Mailing Address: Phone#: 1 �� tul Email; is ► �,o L �v DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure []Addition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ d y Will the lot be re-graded? Dyes No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property: L�fi dCt Intended use of property: �wl Zone or use district in which premises is situated, Are there any covenants r d restrictions with respect to this property? ❑Yes Xo 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): (Ivy QVr'j .� uthorized Agent ❑Owner Signature of Applicant: Date: /?� L-' STATE OF NEW YORK) SS: COUNTY OF QZ013 being duly sworn, deposes and says that (s)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 _6day of 20 �S Notary Public ENotary HELLE NEUMANN blic-State of New York PROPERTY OWNER AUTHORIZATIONo.01NE6228201 ed in Suffolk County (Where the applicant i5 not the owner) sion Expires Sep 13, 2026 N. I residing at l� do hereby authorize 1 r -4) to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date L,Kpft N,G Print Owner's Name 2 NYSIF New York State Vns urance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^A^A^ 332359896 DIVISION 1 BUILDERS INC 89 WESTERN AVENUE DEER PARK NY 11729 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DIVISION 1 BUILDERS INC TOWN OF SOUTHOLD 89 WESTERN AVENUE 53095 ROUTE 25 DEER PARK NY 11729 PO BOX 1179 SOUTHOLD, NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12643 026-4 730015 02/12/2025 TO 02/12/2026 2/13/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW-YORK STATE INSURANCE FUND UNDER POLICY NO. 2643 026-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DENNIS DEMAIO DIVISION 1 BUILDERS INC 1 OF 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND (4�, lei DIRECTOR„INSURANCE FUND UNDERWRITING VALIDATION NUMBER:816804349 0-26.3 vSTAToRKE Compensation workers' CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DIVISION 1 BUILDERS INC. 631-697-8821 89 WESTERN AVE DEER PARK, NY 11729 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required ifcoverage is specificallylimited to certain locations in New York State,i.e.,wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL723368 Southold, NY 11971 3c.Policy effective period 07/15/2024 to 07/14/2026 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authearizad representative or license7d agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/23/2025 By /43=41s� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Leston Welsh Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200, PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111III P°1°°1°1°1°°u°°l11°!l°l!°°1°III Jill 0 DATE(MMIDD/YYYY) A �'"" CERTIFICATE OF LIABILITY INSURANCE 02/18/2025 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 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). CONTACT Twin Forks Insurance Agency PHONE io FAX 16 Station Rd,Suite#7 _ , may., 631224-Anthony�000 „ ov3IT ' 1��2 :1 (�01 . EMAIL Bellport,NY 11713 AD�f: ntlol �twrinfdmrksinsuralloe,carr PRODU & 5892419 I� .�i� J """""............................. ...... INSURERS)AFFORDING COVERAGE NAIC# INSURED INSURERA:Utica First Insurance Co. Division 1 Builders Inc. ""' 89 Western Avenue INSURER B Deer Park, NY 11729 INSURERc ......... INSURER D 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. _........�.... 0 ........""". POLICY OFF7RRODUC POLICYF+tLTR TYPE OF INSURANCE AINSR D DI 'MMIDDIYYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 300,000 50,000 COMMERCIAL GENERAL LIABILITY PRE,MISF.S IEa rlqutrgnce _$ CLAIMS-MADE OCCUR MED EXP(Any one .....person) $ 5.... A ART3001048580 12/20/2425 -- PERSONAL&ADVINJURY $ 300,000 ............ .................... ........... __. 600,00 0 GENERAL AGGREGATE $ 0 GEN'L AGGREGATE LIMIT APPLIES PER _.----.. 0 TS-COMP/OP AGG $ 600,000 .. ". __----..... POLICY PRO- r..1 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO ._. --..._ ....."""..."""m BODILY INJURY(Per person) $ ALL OWNED AUTOS ................... _, �_........................"""" BODILY INJURY(Per accident) $ SCHEDULED AUTOS .._,..._ PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ ...... w EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY IMLT. ""' .E..'. """""' ANY PROPRIETOR/PARTNER/EXECUTIVE� E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? �NIA (Mandatory ) .... ...EMPLOYEE $ Mandato m NH E L.DISEASE E. EM If yes,describe under L ..m....... -._. DESCRIPTION OF OPERATIONS below E DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) "'Masonry,Carpentry— CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD I BP# 51 �3 If - AsscssoRs � �, � . NOTES, SPECIFICATIONS 4 PETALS LS (UPDATW 10-22-20) 1 -0-/ y ; . 6ENERAL NOTES CARPENTRY NOTES I. THE DE-51ON COMPLIES WITH"2020 RESIDENTIAL CODE OF NEW YORK STATE AND RENRFNQED 1 STANDARD WFGM 2018. I. ALL WOOD SILLS,BLOCKING,NAILERS,LTG.IN CONTACT WITH MASONRY,CONCRETE OR SOIL I 2. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. TO BE PRESSURE TREATED. 1 { - CONTRACTORS ARE 50LEI-Y RESPONSIBLE FOR SUCH COMPONENTS. 2. PROVIDE GALVANIZED STEEL.TERMITE SHIELD 4 SILL SEALER AROUND ENTIRE PERIMETER. . 3. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(G.OJ 3. AFL. NAILS,BOLTS,JOISTS HANGERS 4 FRAMING NECTORS CON TO BE HOT-DIPPED � ` 4. BUILDER TO CARRY WORKMANS COMP.INS.IN AMOUNTS A5 REQUIRED BY LAW. 4. ALL JOISTS,RAFTERS,HEADERS 4 GIRDERS SHALL BE DOUG FIR fb 850 P51 MIN.STUDS TO ' 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER G.U.15 ISSUED. 1 6. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND GO5T5 AS REQUIRED BY BUILDING DEPARTMENT. BE MIN.HEM FIR fb 550 PSI, 11 1. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. 5. ALL SHEATHING SHALL BE 1/2"DOUGLA5 FIR EXTERIOR GRADE PLYWOOD, MAILED 6d 0 6' i I 8. DRAWINGS ARE NOT TO BE 5GALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO BE O.G.2 INTERIOR 4 INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB.BUILDING PAPER i I BROUGHT TO ARCHITECTS ATTENTION IMMEDIATELY PRIOR TO CON5TRUCTION. OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. 9 q. THIS ARCHITECT HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ARCHITECT 15 NOT �. ALL ALL �CORNERS TOEBE4MINL851UD5 NAILEDribd j25TU�NAILS®b"D.G. ,; RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. 8 HEADERS,TRIMMERS 4 J015T5 UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN JOISTS I 1 TABLE R602 I UNDER PARTITIONS. BLOCK STUD WALLS m 1/2 STORY HEIGHTS t AT UNSUPPORTED EDGES I i j FASTENING 5GHEDULE FROM 2020 NY5RG OF PLYWOOD. I ! I ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FA5TENER SPACING AND LOCATION q' ALL GAP PLATES TO BE DOUBLED t NAILED WITH Ibd• 12"O.G.LAP GAP PLATES AT ; I 11 _ . CORNER. � AND WINDOWS UP TO VI WIDE TO BE(2)2x6 FOR OPENINGS V-O" _ _ I - 1�.._.-.-----_-_.___..__..-.._.-_--..-- -. .-._ 1 O 5U5�(2J2x8O0UNL E55 OTI ERWISE NOTED._. _ _.__-_-_-._----_.______-----------_-•---- --.__..._ --- . _ ... - - - _ -- --------------- ----- - -...-..- -- --- --- - - -. _._. ._... - - _ - - - - - 113)or �._.__.-_-_-___�..__ __ ... ____...-z._------. -____- _.-. -- Z� .7-�.___ . _ _ .--- - - . . _ _ _. .-. _._._..--.-----_---_._ ©. .��._ --_ _ --- 15T5 - "(2�"x0131")or I� FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. ROOF 4-8d box(2 _ - _. . . . ..__ _ 1 , I BLOCKING BE71^kEET4 CEILING JO 3 Sd common OR RAFTERS TO TOP PLATE 3-IOd box(3"x0.128");or TOE MAIL 12. MIN.BEARING FOR JOISTS,BEAMS 4 5T'UD5 TO BE%". 't} 3-3"x0.131"nails 13. PROVIDE SOLID BRIDGING MAX.W O.G.IN ALL FLOOR CONSTRUCTION. _ " f/tLu ; .. . AT RAFTER5 AS PER STATE t LOCAL CODES o/ , 4 5 11 I 11 4-Sd box(2 "x0.113")orATTIC __.-_ _ .-_______-_ - . _ -.-._..--_ @ I _ II __-.._.___-____-_ I - common(21"x0.131")or PER JOIST,TOE NAIL 15. ROOF RAMINGA�DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.5 OF THE W,F._M. .I _..._ --I - ��-� 0�'da 2 CEILING JOIST TO TOP PLATE 3- box(3"X0.128")i Or 2018 EDITION. II .-__ -- -_tom__- _ -- IAPPROVED - _ - - -- ---- - ----., ----_-____.----------- - OR i 3-VxO.13I"nails 16. PARALLAM,MIGROLLAM OR WOOD STRUCTURAL MEMBERS TO BE A5 MANUFACTURED BY' r - - - ' I I .- •1=i--_ ___--_ - - - - G.�„" "(' _O -... _ _-__._._...._ .-_ ------------ • MATERIAL FOR STRUCTURAL MEMBERS V - - - I 4-IOd box(3" 28)or I?. 15 TO BE IDENTIFIED IN ACCORDANCE w/R502.1 1 i y �_--- -- -- I CEILING JOIST NOT ATTACHED TO xo 1, 1( - I i��j, ----- _____-.._.____..._-_ I"-'S�� . --._ -----..- .- - -- 1 ! I PARALLEL RAFTER,LAPS OVER I/�`r w v�J - I 3 PARTITIONS SEE SECTION 3-Ibd common(3 "x0.1621)or FADE NAIL MATERIAL FOR LOAD BAG.5TUD5,1'LATES,AND READERS ARE TO BE IDENTIFIED IN 1 _ , 11 i � 1 N N ACCORDANCE R6021.x0.1 nails w/ �,I I 4-3 31 { - - - - R8025 2 AND TABLE R8025.2) 18. STRUCTURAL FLOOR M1 MBERS ARE NOT TO BE GUT,BORf�,OR NOTCHED IN EXCESS OF THE I � 1 - - - - ---_---- -_-- -------___---- -_ ------- - JOISTBORED H PeSUCH - l? - RAFTER MEEL JOINT)(SEE SECTION TABLE R802.5.2 FACE NAIL 1 _ ----- ---- '.� I_► = -_ oe'�- ­_11-,r yc _-- -_ a ----_--_--_--_-- _ _ __ Rom. -1'- �' Wc� ( ' R602,5.2 AND TABLE R&O25,2) SPECIFICALLY C.ON5IDERED IN THE DESIGN of THE MEMBER,IN ACCORDANCE w/ 2. .2 ' ` -' - \ ,1'1 ' 0 F OTHER DRILLING t NOTCHING ARE ALSO TO COMPLY w/R602.6.(SEE DETAIL) __ ___ __-___ --._-._ __t_ -- T ,-- I� �i �1111 i 4-IOd box(3"xO.128")or STUD-.,_A .NN,_•-_..,_._,._.._. ;Q ! 5 COLLAR TIE TO RAFTER FADE NAIL OR 3 • " Iq. IN ACCORDANCE w/SECTION R312,1,REQUIRED GUARDS FOR HANIDRAILS ARE TO HAVE -` . = __. --, - -__--------__-_._-_--- -.--_ ;V V • -lod common(3 xO.f48)or AGE NAIL EACH GAPS THAT DO NOT ALLOW PASSAGE OF A 4"O SPHERE f-� I V - - - _ _ - _ - , - - II- -- NA 51DE -- '-/-'-"' i� ^f� � I# x 20 GA RIDGE STRAP TO RAf"TER N .. I.• - - - _ - - i 1�1 t , 3-Ibd box"nails "x0.135")i or 2 TOE 115 ON ONE 21. INTERIOR TREADS SHALL B SHALL CE CLL4EARIMA MATERIAL OAK, UN E 5 OTHERWISE UNLESS WI NOTED. _ 1 `) �J ,(� '` ..../,.-- ._ -.. --_--_--�___ _.__.__.. - - P JV - I l!' - n is(3"x0.148");or AND 1 TOE NAIL ON 22.WALL 4 CEILING FINISHES ARE TO HAVE R FLAME SPREAD CLASSIFICATION NOT GREATER - - � I - 3 IOd box(3 Hat ._,_._- -.- . - '�`i ¢ b RAFTER OR ROOF TRUSS TO PLATE u THAN 200 t A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN ACCORDANCE w/ t= \ r .. - - I L! .- - - p ,- - - -.._.. 4-IOd box C3 x0.28 Jr or OPPOSITE SIDE OF EACH \ _�._ .. -.. --------- I 4-3"x0.131"nails I RAf-TER OR TRU55' R316 3. -- - - __ I1 i ; 4- N u 23.ALL CLOSET 5HELVES TO BE%"xf2•CLEAR PINE UNLE55 OTHERWISE NOTED. i ' 1 1 ' 8d box(2 x0.113)or 24.PROVIDE 04"WOOD CLOTHES ROD IN ALL CLOSETS. _ _- --- _L-- -4---- - /,> 1 __....-_-.� _-- --_..._--._ - t - _..I d� ..- -.-._. J 1 . .._-._- - U�' ' 3-8d common"(2�"x0.131")or 25.CERAMIC TILE SURFACES t INSTALLATION ARE TO COMPLY w/R102A,OTHER FIN15HE-5 TO 7� ►v1-4 __. 1 _-_- j _.._ - GF--------- - - O box(3 x0.128)•or COMPLY w/R102.5,4 R102b. (� -- t - ® ..__ ._...:: - ! ROOF RAFTERS To RIDGE,VALLEY _3"x0131"nails V I - - M 1 � " �i__. OR HIP RAFTERS OR ROOF RAFTER 3 ns PLUMBING NOTES __ _ _.- _ j __-._______.- __ -. - TO MINIMUM 2'RIDGE BEAM 3-Ibd box nails "x0.135');or I }' _. _(1"' ( ._ Cam` - ---- ( i€ I'! (I ,� -_- __ ______ _ J ; 3-3"x0.131"nnall5 62"JAr 1. PLUMBR�TO CONFORM TO 2020 NYSPG AND LOCAL CODES. c x01 END NAIL N �� - - -- - It - I. - -� - - 1 WALL 2. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. I I I 11 ! 11 ' - _. __._ !. I - 3. INSULATE ALL SUPPLY LINES AS PER SCHEDULE.E. ..___-..-_.-_ i N N 1 I E FROST R MINIMUM 2 PER NEW RESIDENCE. /�. _�'-- ---' �_ 7 ! .-�--� __ _._._..-. .___ 8 STUD TO STUD(NOT A BRACED WALL bd commons(3 x0.162) 24' oz.FACE NAIL 4. PROVIDE PROOF RIG BIBS ND R PLAN. 1 , ----- -__._v.__ O _ �f_.._ ;�_ .._-_------...... --.. 4.G 1--1--•- -------r I 5. AN STANDA OHLER OR APPROVED EQU 151IED t -� _--- PCB . ._.-- - ..-. _ M IOd box "x0.128";or „ ALL FIXTURES TD BE ACTOR RD,K AL,FURN • I \ - -- -------- - - }-- I N Ib oz.FAGS NAIL INSTALLED BY CONTRACTOR. - - 1 /j. --- - - -- -- y. j 3"x01 I Is "I -�- ABU TING STUDS AT Ibd box(3 "x0.135");or " b. I PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO PANELS) P PING PENETRATI ' I __.._...- -_- -/--.---•-- .-: ------- ---._._-_.- --___---._ -. -_--_-._____ _-_.___ _i_ _- I I ; q STUD WALL CORNERS(AT " 12 o.G.FACE NAIL 7 WATER d DRAICOMPLY H/ LNAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE w/CHAPTER 6. I I 1 - $ / l ! - _-__._ : I BRACED WALL PANIELS) 16d commons "x0.162") 16"oz.FACE NAIL 8. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE 2 : ( _ t I_-_ _. i I / I I '11 BUILD-UP HEADER(2"TO 2"HEADER Ibd common(3 "x0.162") I6"ot.EACH EDGE FAGS NAI PIPE SIZES GREATER THAN THE PIPE PASSING TfiROU6H IT,IN ACCORDANCE w/SECTION --- -- \J, .:- - ---- - - 10 N fl fl bob. I I I i - - - f t I SUPPORTS ARE TO COMPLY w/SECTION 606. 1+ , C% '_ ti- I WI1N SPAGEW Ibd box x0.135 12 o c.EACH EDGE FACE NAI ' ' I \j, I I/ i - ! ""```` �� - Wa7G �rr� -__W� '�_:_ 5-8d box(2 "xO.i13")or -. _1 V -- ! 11 ER TO STUD ) . : i % v.. - ---���I*-c r TJ_��,�' � i 14 �- 1 I ---- - ----1-�- - - i CONTINUOUS HEAD 4-8d common(2 °x0.131" ar TOE NAIL ENERGY NOTES I ' - �- --- --- ---"- - l I - ---- - - -- -- I �%s� -- k IbdicomO commons x' 0.162" 16"o.c.FAGS NAIL i . _-__ _-_--_._ i -j--- - t (({{ i. ALL GONSTRUGTION SHALL COMPLY WITH THE 2020 NEW PORK 0 1 ' ! = nalls p \ " - _ _- '\ -.___- .-_._-_ _ _ _. ._-...-_- N �� - I 12 TOP PLATE TO TOP PLATE IOd box "xO.t28";or „ ' - G , I , . -,--- --- . I �i - ��� j �,,� ' --- N lot N fl 12 oc.FADE NAIL STATE ENERGY CONSERVATION CONSTRUCTION CODE. THE i I J ! ! I,; - _... r fl` - ____ _ __..-..._- ! -r- -----_- � - 8-Ibd box Hans "xo.i62";or FACE NAIL ON ONE SIDE OF AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO ; _ -- ; I ! I - D i j�.�,L - i N I ... -" - - -- ' I I ` ' - ( \ �, - ` �v { - - 13 DOUBLE TOP PLATE SPLICE - box(3q x0.35I END JOINT(MINIMUM 24, DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE -- ) _.._ '' I t� __ - �' i 12-tod box(3"x0.128");or LAP SPLICE LENGHT EACH ENERGY EFFICIENCY REQUIRED BY THIS CODE. t I - a I 1 - 1 1 � . �'I � I I ( + 1 - ___ - .I'o I� I N I , 12-3"x0.131N nails SIDE of END JOINT) 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE I I d T ____ ..___.__.._._.._.. I \ i -_.-_.-_- - --- ------- - I 130TTOM PLATE TO JOIST,RIM JOIST, Ibd commons "x0.162") I&"oz.FACE NAIL BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE - 1 __ - - - I _5 14 BAND J015T OR BLOCKING(NOT AT - _ I _-... _: ' 1! ?; Ibd box(3 "x0.135")t or u . 11�-Y .-� �G --- 1 -- ------ - . . 2020 t I J(� III \� ° I I BRACED HALL PANELS) " I2 oz.FACE NAIL FURNACE IS LOCATED CERTIFICATE SHALL COMPLY WITH / - ( 1�"( _ _ .._ .___.-. 1 -1 �/ .__ _ . 1' I ---- - --- - �._ I I BOTTOM PLATE TO J015T,RIM JOIST, 3-Ibd box Halls( "x0.135");or 3 F�+GH 16'o c.FACE NAIL NYS RES CODE NI I I01.14 -- { I'. ( �, �-- I I 3 t F--/r�/=r - __ - I , -,. --_-_ _ ___ _ _ __ _ _____ - 15 BAND J015T OR BLOCKING(AT - ails(3°xo.Ib2')pr 2 EACH I6•o.c.FACE NAIL 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED t_�__ _- 9 - - ' l I � t :s !-_ I € >,-7 .4 I BRACED WALL PAN1�5) 4-3"x0.131"mnalls 4 EACH I6°o c.FACE NAIL1 I - I -' - - - ----- -� 43 I--- ------- . ----- --- _-- -------- Q, I Z �13 AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON -I`"-a l o t� I 4-8d box(2 "x0.113")or�J # 1 N , THE SURROUNDING SURFACES. 1 ' "' " r %1 40 ! 3-Ibd box(31"xO.135)or t ' - ._ (2' )( _ ; { , - I 1 `� _-.- -- \• ,�_c7c .�.�__ _ � -____ If' , { 4-8d common(2 "x0.131");or TOE NAIL INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL O _ __ -- - _ € -; - ) _._. _-- /�- �}` I ; 4-too box "xo.I2b') ENVELOPE LL BE INSTALLED IN ACCORDANCE WITH THE -I - ---- i- ` I u ( 4 \ I !1• ! 16 TOP OR 130TTOM PLATE TO STUD 4-3'xo.131"nails CRITERIA LISTED IN TABLE 401.3.1.1 WHERE REQUIRED BY CODE ' .� 2 I _ i ---- ... ( - --- -------- x - ---- - - - ------ ----- - - - - 910 I IST- -- - -- ___._­­__________1_­___ ; 3 16d bo "x0135 OFFICIAL AN APPROVED THIRD PARTY SHALL INSPECT ALL (- 1 1, I ' I ! 2-Ibd common Halls(3 "x0.1629 END NAIL :.� _� �� - - - - - _ �, ,' I , 1/ - - I -- _ _ _ _ _ -, ---.-_--_-__. -_- -_ _ _ " " COMPONENTS AND VERIFY COMPLIANCE. v (!j •.__ ( (- - -• I i --_ ----- f�_� ? i i 3-IOd box(3 x0.128) or 1 I __.___- ___.__- I ✓ ---- ; - _ ^nalb 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND I 1 ' `- �' -- \!' - ; • €' ----__- - - ; I . ---- - ------_ --_- - - I A AT CORNERS AND 3-IOd box nails xo.128 ;or VERIFIED HAVING LESS THAN OR EQUAL TO 3 AGH50 IN -1' 1 I d , ' '�"( �`l_._ _. _- - - i I s :` - _.._-_ _.-...._...-_ ; L. . , . --- .�...:, Il TOP PLATES,LAPS 2-16d common nails C3�'k0.162')pr FACE NAIL CZ4A,56A. TE5TIN6 SHALL BE CONDUCTED BY AN APPROVED ,_ ; I - I\ 11 -- - - - -,---_ ---._ i .__.-----. { INTERSEGT10AL5 4-3"x0.131"Halls V ' I IM : N _� i '- - - - I::�= -- - - (' ' -- t ' - x x . ;or THIRD PARTY. AND RETURN DUCTS IN ATTICS SHALL BE I , \ - " i - - - I / / Y • ( a% _.._._.. _-- - �� �-� -- I 2-8d common(2 "x0.131")pr - I I ; _I _ _. _.._.._..._.... __.---__....____ 18 1 E TO EACH STUD AND PLATE - Z�1� _. \ `� i "B - box O'xO.128%or FACE NAIL 6 INSULATED TO A MINIMUM OF R-8 ® 3" OR GREATER IN - - - -- : _ -- �--°� -- 'I - - I \ 1 2 staples I " DIAMETER, AND R-6 ® DUCTS LE55 THAN 3" IN DIAMETER. �- ----- ���f ",� -_-_; - - _ _ -- x x ;or (�q.DUGT SEALING - DUCTS AIR HANDLERS AND FILTER BOSS -------- -- �� -'v "'�' - -- ` � / - _. Iq TING TO EACH BEARING " N " , --- -- I - - , 2-8d common(2}x0.131)Pr I"xb"SHEA SHALL BE SEALED. s I , I2-IOd box(3"xO.128)•or _..I , I , , __ __4jT �-_--_ _ It'°` - _ _vl..► V, I • • FACE NAIL 1. DUCT TESTING - DUGT5 SHALL BE PRESSURE TESTED TO -=- .- --------- - --- -- �- ' crom,16 Iona . - RMINE AIR j .-. ___.. ... . _ _.. - 3- staples8d boxl(2�xo.131")or 1 8. BUILDING CAVITIES BY AN APPROVED THIRD PARTY. y 5. or I`�/1- (iC/ -- - - - - ^� - kI ,.__--_-- _ 3 IOdO common(31x0,128);or __._--- ---------- -- �" ai. MECHANICAL SYSTEM ES SHALL NOT BE USED A5 DUCTS OR PLENUM , _ ---- ---- - ----- - _� --- --- - ----- -------- STEM PIPING INSULATION GARRYIN6 FLUIDS > -__-._. _ ___._..___.___..-. _ __ -_- _-..__-- { .-. -----_-.._.__.__.___._. __.._ _ _-._ ; _.____ ___.__-- _-_ " 3 staples I"crown,Ib a.,11"t 105E DEGREES OR <55F DEGREES SHALL BE INSULATED WITH..-.. ..-.._ ._ - _ _ _ i x8 AND WIDER SHEATING TO EACH - - --- ------ --- ---- - - I.n _. _.... - -- - - ; ` I I li 1 ; - -- - -- I - { - - - - - -- 0 $FARING Wlder than 1"X8" " FACE NAIL R-3 MINIMUM. _ _ __', C �� 2 I --__._------___-- � ----.__.--.-.._--------..----- .-----_- i I ( I -_--_-.___ .. . ..___ _ - _. . .-. - . 4-8d box(2 xo.u3);or O: MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS �� ; 3-8d common(2 x0.i31)pr - _ - I i '- - -- OF THE 2020 NY5 RES CODE/IMG. I _ 3-IOd box(3"x0.128");or 'U II. EQUIPMENT SIZING - PER ALGA MANUAL S BASED ON LOADS ` ' i t _ -____ - L. 1 _ ' 1 ' '--..- �" _-- - 11- --- 1__ It - 4 staples I'crown,16 a. I "long ' I _ 1 - I I _,_.. . .. ���_ ._____... _ ?;Q-_Q_.. - ---- FLOOR CALCULATED PER ALGA MANUAL J AS PROVIDED BY A THIRD �z��-- -_1 � - I 2 "x0 " ' � - - - ---------- 13);0 - -------- -- r __ _- _ - _ ! ! box 1 PARTY HERS RATER ® '" I.. ; , - -- -- _ _ _-- .JI: i - ---_---._-_.__.__.___-..-_-------.-.- - - - -- -.-,- 2 3-8d common(21" 0.131");or 12. LIGHTING - A MINIMUM OF CIO% OF PERMANENTLY INSTALLED - --_.-, -- .._ ___._____ •__--.--._ ------- - - j .-______i _ .... .•---__--.---_.__.___.____-__--._.-.. -----____-- -_.__-._-. _ ...._ __._ - 1 JOIST TO SILL,TOP PLATE OR ORDER3-IOd box(3"x0.128");or TOE NAIL - . - -. 1.1_:.,. _ - ------�---.-----------------------------.-.- - .- - MU HA 6 F G 1 I +�. - ------- --- j f :;:CQ . -�t { --- -- - -- ---- - - - .._. 0(21"x0 I 4"o c AG, PL W 13 3^x Is GLAMPS. _ TOE NAIL 13 ALL HV UMBIN6 $ ELECTRICAL SYSTEMS SHALL MEET _____-. ; ----- __ -----_------__-_----___----. BAND JOIST oR BLACKING 8d box 13") CHAPTER 11 ENERGY EFFICIENCY, NY5 MECHANICAL CODE, NY5 - ______ 4 . ' - - - RIM SILL oR TOP PLATE(ROOF (2 "xo.I31"J;or ENERGY CONSERVATION CODE. IT SHALL BE THE __--._ .-.__„_ ... . . ..............._._---__-.__.__.. ...______ N fl - - -- . - ___-- - - - common nails(3"xO.128);or 6 o.c.TOE NAIL - ___ - __1 i, __ -_ _ 22. APPLICATIONS ALSO) 3-3"x0.131"Halls RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN - - - ----� -IN -- _ -- - . _ ._ -_...__. - _-_.._._....________.___�__-_-.._ _ _ box(2 'xO.Il3")or DETAILS THE DE516N, CALCULATIONS DRAWINGS WRITTEN - i - _______1__I__--__._.__.__ ..__ - -_ '___________-________._ 23 t"xb"SUBFLOOR OF LE55 TO - box(2�W.131"J or N STATEMENTS, OF THE MEGH NIGAL, AIR GONDIT ONIN6, moil FACE NAIL A 3-IOd common(3 x0.128);or , ( 11 ! I€ II i - -------------------- . __.--.__-._ __. ._ . EACH FLOOR " VENTILATION, HEATING SYSTEMS (NEW, EXISTINGI OR UPGRADED) ' -- - - - ;010 _ _. - - I �� _ - - - - : . --- -- --- --- - ---- - __ _ - - -- - - - -------------._:.. ----- - -- - - - 2 staples I crown,Ib I " Ion INFER I F REQUIRED BY THE _____1__.___­_­_­_ -._---.�.2.._.+ .. ... .----- - - - - -- -f -._ . .. I I 4 __----._.----- . -. . - - _ . - _.-.-....-.--------- - - - 2"5U13F dbox(3 "xO.f35");or STAMPED BY A PROFESSIONAL EN6 24 LOOR TO JOIST OR GIRDER 2 Ibd common f3}"x0.162") BLIND AND FACE NAIL OWNER OF BUILDING DEPARTMENT. ] _......_,... _ _-___.. .__--_ -----------------.-----------------. . . I � ! ; 2"PLANKS(PLANK 4 BEAM-FLOOR 4 5- 16d box "x0.135";or 4N I _.._. .._. _.__.____..___..------__._---_.___--..- _------.------__-,-_ - ROOF) 2-Ibd common "xo.162°) AT EACH BEARING,FACE NAIL 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE - ----------------._--..-- --.--. ._ - ---- . ---- - --------------------------- -- - 2 . I --- _-_------------------------- - r _ -.--_-_- -- -.__--- ---__. ,o END NAIL ACCORDANCE WITH SECTION N1103 CONTROLS & Ibd common C3�'xo 162")•o PROVIDED �F,-ps�,,,�•,yE• -v` d x(3'xo t28") r SYSTEM IN FOR 6 D 6 1 - •2,,�N,,,,,„,.,Y `� •. ------__ BAND OR R IST TO J015T 4-f0 bo -, q.-„_.•.-_^�_'°" L " I. 26 I . JO 4-3"x013I•naps;or SYSTEMS. I I "�* 4-3"xl4 a.staples, "crown 16. ALL EXTERIOR WALL/FLOOR/CEILIN6 JOISTS SHALL BE AIR NAIL EACH LAYER A5 SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. I " 20d common(4"xO.lg2");or 011AW5, 2"O.G.AT TOP AM ' -_--.-.- -_ .. _ . .._-_ - --_ _- ti----_- - ------_---.- _--------- ------------- ( d box TTUM AND STAGGERED APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM --_-__-- - - . _ -. _ . _. . -- - _ _- _.- _ .. - - _ -. - - - - -- ._. .. 1 o x(3"xo.128");or . . LATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR 6YPSU ' �' � � 4 VENT STACK 2 BUILD-UP GIRDERS AND BEAMS 24 0� FACE NAIL AT TOP P " 2-INGH LUMBER LAYERS 3-g"x0.131°nails AND BOTTOM STAGGERED ON - + And, OPPOSITE SIDES KALL THRU ROOF,/`':/? _. _-__. - .. -_.. _ .__._ --_-_.- ___----._...-_-_._._.._-_..___.-----__.-_.. _.__._.___.-___._- _. - _ k i 2-2 common 4 xO.lg2"pr FACE NAIL AT ENDS BOARD. ELECTRICAL NOTES I I f ; I_-J-7- 1 3- IOd box(3 x0.128);or AND AT EACH SPLICE 1. _ SHALL _ ROOF -3"x0.131" I 2. ON NEW WORK BASED IB D ON 200 AMP SERVY WITH THE EGTRIGAL CODE AND LOCAL UTILITY CO. I � __-_--- _ 4-Ibd common f(3j'xD.135)•or _-- /'� - s y -. .. - I t ,. _ LEDGER STRIP SUPPORTING 3-Ibd common 03 'x0.162"I AT EACH JOIST OR RIN&TO BE N. 14 AHS. C.yLI" / C.�` �/ T I - .. 1 1 '{' - - J- _.. - _ - - - - v I I 28 d box(3"x0.128°) or RAFTER,FACE NAIL 4. GONVE ALL INIENGE OUTLETS TD BE 18"A.F.F.,UNLESS NOTED OTHERWISE. ---______*____1__________ ----- -- -- - -------- _1 - --____ --- -..--- -----_. .. JOISTS OR RAFTERS 4-10 5. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. } _--,--.---.------i------------.----------.- -._ - - -. =-�./ .- - .- - -- -- --....._ -,. __..._..--.-.._-..__.- -_.-. _ CONTRACTOR TO PROVIDE HOOKUPS FOR TIN D AIR CONDITIONING I 3"xO.131"nails 6 ELECTRICAL HOO NEA G AN - -- - - - - _..--- ---- -- ...-- - - _ __ G TO JOIST box x .2 ;or SYSTEMS. - -- -- - ----------- -- -----.._. - --- - - - - - - - -- 2q BRIDGING OR$LOGK►N 1t t7 --- ---- --.-- -_---._-.------.-_--_------------_--_---_------- -- - �1-� �- -8d common(21"xo.131";or EACH END,To NAIL 7. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUS -- _._._.____..__ ._-._._. -. - 1� u COMPLY w/SECT.E3402. _. . .. - - . . .. - - ---- ----- - - - --- ------ .-_.. .-- - . I 2-3 x0.131)nails . _-----------I-----... . -. - - -- . -- - __-..,_ . ._- ;_.-.-- --.--- -_ - -_ . ---_---_- �v'�y,� __•,,,,,_.,,._-..-_--- _- .. .-._____. - _ __._._...--_ - � r I � I 8. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC,.SEE SECT.E3405. S -.1._. _.-_... __ I_ . . - . . --. .- ---. -I-'---------.'___..__--`-------- -:---- _-- ----------------- -- --'---- ---------- - -_.--- - --- __..__.__._..,_...�._ _---"'------ _ - -- _ - .._...__.. _ ....-.._..._._....._____"_."_-___._.._"' .._.._`_ 1 1 " , __ "� _ 1�� ��..-,. q ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES . - - - ._.- _. ._ ___.,__ -- - - 1 - - -- - . • -.• W AV AV I N 5 0 E G O ,• , -_ -_..... -- --- __---------__._ _-_ - .• ______. � � _-�����-� w 1 I GENERAL NOTE . _ -_ _-.-.......�.__� , --fir {�„- ! -__-_-- - --- ... - --- -_._.. _._._._-_-- I. SMOKE It CARBON MONOXIDE DETECTORS AS SHOWN ON _ ---T __ _ _ �r� =�_��. _,_._�... . .-- - - I ------r.P_ ___ __ _ 15T FL. - PLAN _ ---- - ---=r _ ._..-_.. - - - -_ --.. ____.___-__.__ �._- .__._ :.:_.. GOD9 �. _ -- --- - - - - ...- -- - --- -_.-.. - __.-.__ -. I , - _._. r- -- - , .-_-_.-------- ----- ---- - I. _ . � -__.-_..._ .. w . ___w.:w...- _ 1 ti : T1 E 21�2D t+E3'i PORK STATE ..- . - _...__ -_ I _ --. _ -. -- t t-� S O R SHO ER .� I , T, �_� _-_ _ •.,-_p „- H,� . .-.. . ._ __ - ..._.. ... _ ., C .�'__ IN MULTIPLE STATION E M5 _ .__.,.-...,.a..._--_-`� ' . _ _ . -.--.-.-----�--l- .------_---------- ------ - - - 4" 4" 12 TtROUSH Z4 2 INSTALLED N CELLAR AND SHALL BE INTERCONNECTED 50 AL50 TOBE THE - . .. _ . 11 S. 21 11 ___ ._.. _-.__._ _-, _ -_.._----_ _�_.w___-_ ___ _____-.-___ _-____.__ _- G O T1!P11J!"®INIS'GODS OR 231iROU�5Fi R - -__ .:____ -R� . -__IIN- - .. __ ____ __ __--- -� ' STATE,GFUbPTIMiS SOURCE ACTUATION OR SMOKE ALARM SYSTEM ACTIVATE 5 TO COMPLY W1 R315S '" I l_-_- - - - - _ - f 1 �.._. I • --E-'=`- .--- __ _,, _�.,____ - -_- ._ ---- - ---- -- �..�__. ._._ -.__... -l__�.:._._.____._ ._.__f- ..__.__ 41, • IM 2D20 Y GONEEIwATM CODE OF W STATE 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH 1 I ', @ _ - / -•- -- -- _ __- -: _,_.. 4" IN N O A S GONT I L LNG AREA WITHIN _-_.-_.,---._.4 ���.�_ -_ �-�--------------...------- I- t___._-p!E.==-- - ENERGY GORE GOMPLIANGE STATEMENT I5 FEET OF THE SLEEPING AREA, PROVIDE MORE THAN ONE CARBON . - - f 1 f3 TO EXISTING SANITARY SYSTEM MONOXIDE ALARM IF NECESSARY. THE CARBON MONOXIDE ALARM 15 � I - 1�'--_ CONCRETE NOTES EXCAVATION NOTES TO BE LISTED 8 LABELED AS COMPLYING w/UL 2034 OR GAN/GSA _- .__..__ ____-_._-_. . , .,,:_T _ __ ___.___- J 1 rsr (� ,/� ,r I THE HEREBY UNDERSIGNI�NEW PORK STATE GISTERED DESIGN PROFESSIONAL STATES THAT TO THE b.lq AND 15 TO BE INSTALLED AND MAINTAINED IN ACCORDANCE w/ Y""i .l a. 11 � YG, _ -_. t" '� .____---_ I. ALL GoxcRETE TO BE f 'c =3500 P51®28 DAYS UNLESS OTHERWISE NOTED.-GONG.STEPS TO BEST OF MY KNOWLEDGE,BELIEF AND PROFEs510NAL JUDGEMENT,THESE PLANS AND/oR sPEGIFIGATIONS MANUFACTURER'S INSTRUCTIONS AND SECTION R315 OF THE 2020 _� - \ _______ _ BE 3,500 f'c® 28 DAYS I.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO ARE IN COMPLIANCE WITH THE 2020 NY5EGGG (R4012 AND G40I?) _.__._.-__--_ 11 1( 2. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. I LINES AND GRADES DOWN TO SPEUFIED LEVELS. RESIDENTIAL GORE OF NYS AND SECTION ql5 OF THE 2018 IFG .- 7 (� J s - 1 fT/TURE USE. r U -__- � _. -- - r _ =----- --- 2.ALL TOP SOIL TO BE STOCK PILED FOR 1 v - -3.'SOIL VALUE ASSUMED AT=-I TON PER 5Q.FT.AT DEPTHS NOTED. 501E CONDITIONS TO BE I I I j� VERIFIED PRIOR TO CONSTRUCTION,WATER FRONT OR PROPERTIES EN CLOSE PROXIMITY TO ALL EXCAVATED GOOD MATERIAL NEEDED FOR I� IV( --..-_--_ _ _____ __v -- - _ t 1 - --- - --- -------------- NEEDED , _. _.__-.______--__.--.-_._-- - BEACH,CANAL,WATER ETC TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY LICENSED OR, BACK FILL,TO BE STOCK PILED SEPARATELY, T r'_-- �. - --- - - - i TO 6ALLYIALI��UN KEPT IABL-E MATERIAL __ CERTIFIED SOIL MECHANIC. (jl ___. 4'� ,.).//n_ 4. BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-O"MINIMUM BELOW GRADE. Tt� `-- ,�¢ � __ - � - ._ -- ----------- 5. ALL FOOTINGS TO 1; 5T ON VIRGIN UNDISTURBED SOIL. 3.BACK FILL SHALL BE PLACED IN 12'LI�-TS 4 6. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE VERTICALLY T COMPACTED TO g5A5 OF MODIFIED PROCTOR - - _ ' • I I ` -, TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. DENSITY. �/�,�� I ' "! 'r 1. HALL FORM5 TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. LESEND� S 1 1-IL L e. CURE AND SEAL ALL 5L.A55 ON GRADE WITH 2 COATS HORN CLEAR 5EAL OR EQUAL. RE I NPORG I N6 NOTES It (� g.�,- q. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUA,E BRACING FOR ALL WALLS A5 REQUIRED TO ALL GONDITION5 APE EX15TINO UNLE55 OTHERWI5E NOTED�} -EXISTING TO REMAIN �,}{� -SWITCH I . - % I -L_- }'-_�Ix'L- RESIST WIND AND CONSTRUCTION LOADS. ' - _ `�/� �jj 10. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR 5LA135 AND WALKS ON GRADE, t. ALL REINFORCING BARS TO BE OF THE DIAMETER - - - - - J- / ^� date: I; I .° • h I v\ . �'�`--` _ `..-.. - "` -C 1{ - AT 20'-0'MAXIMUM tN 130TH DIRECTIONS. - - - - --EXISTING TO BE REMOVED D_ - ` `-` ' III: M ��d-�� -✓ ----------- - -- ----- •lt_ I o, - II. PROVIDE 5LEt1/E5 IN FOUNDATION WALLS A5 REQUIRED FOR ELECTRIC,PLUMBING MECHANICAL, `-'T�DEFORMED INTERMEDIATE GRADE NFJN BILLET DIMMER SWITCH - _--__ -- � --_ __- STEEL CANIFORMING TO ASTM A ____ �'` 4-_ - y ' ; _ -_-__ _ _ /, ETC, COORDINATE WITH OTHER CONTRACTORS,DRAWINGS,AGENCIES,ETC. bI5 GRADE 60 HAVING A DESIGN STRENGTH OF _NEW 4"OR 6"OR 10"WOOD STUD, I6"O.G.PARTITION "' +�" L�"'s t yI_L�.' �-_ - =-€- - _._ I�� 4✓_��!.f _ _�.s. j 12. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE 60A00 P51. fl 3- '1" '� _ i_ 'i��� --_..__-._---_---._- - jj��-jj /�/� /�I ' _ _...._- _ t ._ _ ---- -.- - -- - -- .__ _. WITH� GYPSUM WALLBOARD,BOTH SIDES t THREE WAY SWITCH bipw�� _ r-I/y r O (& E.. 46 e lo h o r �' Z '; i` k v PLACED IN WALLS. 2.TYPICAL COVER FOR ALL REINFORCING BARS BE 1 d - RECEIVEARCHITECTURALPLANS AND SPEGIFIGR710N5. ti� drawn b __ AND 2' FOR BARS PLACED AGAINST FORMS UNLE55 _____ /� �+ j ; 14. NO CONCRETE OR MA50NRY SHALL BE PERFORMED IN TEMPERATURES 4D DEGREES F.OR LE55. OTHERWISE SHOWN. :•: GA5T-IN-PLACE CONCRETE OR CONCRETE � -JUNCTION BOX IN CEILING J�r G�1��/G I/ _,._­1­. � ��t � . I "� 1 No GONGRETE SHALL BE CAST ON FROZEN SURFACES. _ r _ .�e�cLVtO- I �, I 5. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT. 3.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC BLOCK FOUNDATION WALL ---- d LENGTHS ARE SHOWN. All SPLICES TO BE FORTY o -HARD WIRED SMOKE DETECTOR 4-' _ ���t__ 4d,} I ` 16. ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH SIDE of FOUNDATION WALL MIN.(2)#4 S.D. O - .- -,-- _--- ___- .: --_ __ . tzEBARS CONTINUOUS,UNLE55 OTHERWISE NOTED(SEE PLANS), AR DIAMETERS N fl _ __._ _��_ - _ --------------____-- .._----.-- 363 North We I Iwood avenue _ 1 t WELDED WIRE FABRIGMI(WWF)TO BE 6"x 6 SPACES, -5/8 TYPE X FIRED RATED SHEETROGK job no: (40 .-_.,,- ._,...__--._,. ......-. , I- I1. PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. 4 #10 x#10 GAUGE WHICH SHALL CONSIST OF COLA SD. Qo -HARD WIRED SMOKE DETECTOR Lindenhurst N.Y. 11-75-I / � 18. ANCHOR BOLT SIZE AND MAXIMUM SPACING MUST COMPLY WITH TABLES 3.2A 3 2B AND 3 2G,OF _ _ - - -- � j --- - �- THE WFGM 2015.1' MIN,ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION WALLS AND 15 +G.M. 4 CARBON MONOXIDE DETECTOR GOMt30-.--- : ., � � , u DRAWN MEMBERS HAVING AN ULTIMRI'E STRENGTHi �,� { ') .iy.. '� %'i 1• D AN 10,000 PSI.WWF TO BE PLACED A5 (� DUPLEX RECEPTACLE ---�K ��'D - ��G} '�..::__��`�d_:__- _I v 631-226-3708 �cL. - a����_�o_._. -- �_, __G�....- °':- . .._E _.-' - -[:�� .. _..-_.. _____-_-._ --._-, --..__ _- .-___.�.•✓--------------._._ ..-__. MIN.IN MASONRY BLOCKS,A5 PER TABLES 3.211AND 5.2.2.5.ANCHOR BOLTS WAIST BE PROVIDED NOT L.Ess THAN __ SHOWN ON THE PLAN. WITH 3 wASHErtS,PER 3223,AND ARE TO BE PLACED WITHIN 12"FROM ANY CORNER AND 6 ro FAX 226 3088 3 " 5.ALL REINFORCING TO BE SECURELY FASTENED TO _> E.F.0 -EXHAU5T FAN(50 GFM MIN) i `: P °9 12"FROM THE END OF EACH PLATE SECTION PER 3.2.1.1. RESIST MOVEMENT DURING CONCRETE PLACEMENT. _ � HEGPtRGH@YAHOO.GOM '•_ _---.-....-._..,_.�_.../- I`. ( - 11 Iq. GRAHL SPACE VENTS,IN ACCORDANCE w/SECTION 408 ARE TO BE LOCATED WITHIN 3'-0"OF &) DUPLEX RECEPTACLE W/GROUND - }� + L� ._,-,, _. 6.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA "" FAULT INTEFzuPTER M F1 EGTRIG GARAGE DOOR OPENER �LI-�� ..�. L ,;-_____--_ . _ dI`I-no:. -` .. ._ �'- -- EACH CORNER OF 1TiE BUILDING. MAY BE SUBSTITUTED FOR ANY REINFORCING BAR - ( _-______-.____-__. �. . 20.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. GRID. ! ! I t,.. ,-