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Home My WebLink About51779-Z 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#: 51779 Date: 03/25/2025 Permission is hereby granted to: Christopher Marinaccio 13 Bonham Ln Cortland Manor, NY 10567 To: construct alterations to existing single-family dwelling as applied for. Premises Located at: 295 Grove Dr, Southold, NY 11971 SCTM# 80.4-12.1 Pursuant to application dated 02/20/2025 and approved by the Building Inspector, To expire on 03/25/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $298.50 CO-RESIDENTIAL $100.00 Total S398.50 rlclin Inspector g p r 'o 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.southold!qn� Date Received APPLICATION FOR BUILDING PERMIT �rin �� it 50ir Office Use Only Building Inspector: � 8 �� p°� �..- PERMIT N0. � � �� iJ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an p M1 "_.p Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: 1 Name: j ' f\� � �° CL�Q SCTM# 1000- ��— ( � ' Project Address: (�p!1 s vas 'L Y' e ( a 1,4- Phone#: Email:. Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: 24 ef b �1 Mailing Address: JZ ,� (I '" ' 1635 Phone#:63' -,5 k3 S Em all l: � 6 sm. CONTRACTOR INFORMATION: Name: a" 'or\ Mailing Address: ZZ` R , Phone#: 3 ... b Email: ,� ,a� I .� DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project:. Mother Will the lot be re-graded? ❑Yes EgNo Will excess fill be removed from premises? ❑Yes ONO 1 4 � 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 VfNo 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):�aU'A Id/Authorized Agent ❑Owner YN Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF c3 �a 4 ; being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (5)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 day of 1t� 20_2�5- -4MIC-IL Notary Public M ` LACIPM Nafty of YQ* PROPERTY OWNER AUTHORIZATI ckwneti in (Where the applicant is not the owner) " residing at do hereby &A AA authorize SO NOA to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date 'j Print Owner's Name 2 2/18/25,2:22 PM Screenshot_20250218_141858_WhatsApp.jpg ..,,�w,..-. .......� any Name ULP,^ iTF Crk lk °- Business Name � s �r—° f r /,•� • i C hftps://mail.google.com/mail/u/0/#inbox/FMfcgzQZTMMxvsLsr[TZswzzFgNxIZML?projector=l&messagePartld=0.l 1/1 Compensation A"TK workers' SrATr: 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 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured RAUL ALONSO CHAPETON 631-276-9568 2274TH AVENUE GREENPORT,NY 11944 1c.Federal Employer Identification Number of Insured certain locations In New York State,L 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 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL668044 Southold, NY 11971 3c.Policy effective period 06/18/2024 to 06/17/2026 4. Policy provides the following benefits_ ® A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. rl 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 peneFy of pe ury,I ceiW that I am an aRioiiia representaNie or lioenepd agent of the ansurence comer referenced above a, thattfienamed insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/22/2025 By /42=4r_ (Signature of Insurance carrier's authorized representative or NYS Ucemsed 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 4B,4C or 513 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 emalled 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 4111,4C or 5B 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 11 insu11 rance 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. D13-120.1 (12-21) iw iini1iiiiluaiiii1iiii I� Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability andfor Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the Insured from coverage Indicated on this Certificate. ('These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance canter or Its licensed agent„or until the policy expiration date listed In Box 3c,whichever is earlier. This Certificate is Issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does It confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NY$disability and/or Paid Family Leave benefits contract of Insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form,if the business continues to be named on a perrnit,license or contract issued by a certificate holder,the business roust provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business Is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work Involving the employment of employees in employment as defined In this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits„shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein,however,shall be construed as creating ,any liability on the part of such state or municipal department,board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier Is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. D113-120.1 (12-21)Reverse STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Raul Alonso Chapeton 6312769568 227 4th Avenue Greenport NY 11944 le.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required r,fcoveratge is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Farm Family Casualty Insurance Co 3b.Policy Number of entity listed in box"la" Town Of Southold 3103W6235 PO Box 1179 3c. Policy effective period Southold,NY 11971 06/18/2024 06/18/2025 to 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check boa if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T' insures the business referenced above in box "la" for workers' compensation under the New York'State Workers'Compensation Law.(To use this form,New York(NY)must be listed under lulu, 3A on the INFORMATION PAGE of the workers'compensation insurance policy). "rhe Insurance Carrier or its licensed agent will. send this Certificate of Insurance to the entity listed above as the certificate holder in box"T' 7"he Insurance Carrier will also notify the above certificate holder within 10 clays IF,a policy is canceled dose to non payinent of premiums or within 30 dgys IF there are reasons other than nonpayment gl'prerniu ns that cancel the policy or eliminate the insured from the coverage indicated on this(ertificate. (.1"/aese aaotices maybe seta!fry regulai-raaail.) Otherwise,this Certificate is aralid,f irr one year ajier this form is approved by the insurance carrier or its licensed agent,or until tite policy expiration date listed in box`3c",whichever is earlier. Please Note: 'Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: ._._ Kirk Associates LTD. vv 0?rint name of authorized repres'oitative or licensed agent of insurance carver) Approved by: 01/22/2025 (Signature) _ (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: 631-727-7767� Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us DATE(MMIDD/YYYY) A4CCPRL> CERTIFICATE OF LIABILITY INSURANCE 0112212025 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 pollcy(les)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 fled of such andorsome, s. PRODUCER undefined undefined Kirk Associates LTD HONE 631-727-7767 631-727-7941 18 First Street I eric.kirk arM trl1 .Com INSURERS AFFORDING COVERAGE NAIC M Riverhead NY 11901 INSURERA: Farm Family Casualty Insurance Company 13803 INSURED I Su RB: United Farm Family Insurance Cam an 29963 Raul Alonso Chapeton INSURERC ...........� 227 4th Avenue INSURER D: INSURER E Green port NY 11944 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. IRS TYPE OF INSURANCE..... POLX:YNUMBER I== LI P LIMITS A X COMMERCIAL GENERAL LIABILITY X X 31021-9640 06/1812024 06/18/2025 EACH OCCURRENCE $ 1,000,000 MWOF TO RENTED CLAIMS-MADE 7X1 OCCUR M 1 $ 100,000 X Contractual Liability MED EIP(A one person) $ 5.000 PERSONAL A ADV INJURY I$ 1,000,000 GSRLAGGREGATELIMITAPPLIESPER GENERAL AGGREGATE $ 2000,000 POLICY❑jEpT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTM rd AUTOMOBILE LIABILITY E'a e $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY AMAGE $ AUTOS ONLY AUTOS ONLY $ UMBRELLALIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE A- �DED EN $ B WORKERS COMPENSATION 3103W6235 0611812024 06/18/2525 v ° AND EMPLOYERS'LIABILITYY/N E. STATUTE ANYPROPRIETOR/PARTTIER/E(ECUTIVE Y N/A E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED7 (Mandatory In NH) E.L.DISEASE EA EMPLOYEE $ n 100,000 If yyes,describe under DESCRIPTI N F OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500.000 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 DELMRED IN Town Of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 Kirk Associates Ltd 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ACC CERTIFICATE OF LIABILITY INSURANCEo�a� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICI" HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES IZ EB LQ, 006. t r ""r r w. • W UNAUWM3MAaAvoa, a gnaw „ ro M 88M as A VXKAVM a 1 INSUCAMM " corm OF%is wmv►m Noraimm • " m wo su v votes".O s[AL Op" " " ssrossro UAW swiss mw sus ccomism „ TO 9 A VAUC bU[C.A. FArp GMAWMl WGICAnp Ill s14AU HM �* s w loth s.•.1os tiacr lid �lba Misr , U. "A 90I Y ANW. xAA AMW IN Ul 20SgA ;`• amiwx « � ," , ,� •, « 1. � ®sue Y ��% „ " I .ear " ) • "" `rr•,rP ,•6. m �1« WWW m r . .YAK MAP a,» WW 5�7�9 INTERIOR RENOVATION e 295 Grove Dr Southold, N.Y. 11971 AV IR of dcnce r Istm 295 Dr Sout o N Y 11971 INTERIOR RENOVATION DRAWING LIST Paradise Shores Beach TITLE PAGE A-001 GENERAL NOTES A-002 PROPOSED DEMOLITION PLANS D-100 77 PROPOSED FIRST & SECOND FLOOR A-100 4j '7`- � She1I`IsF.er Cre'riEr" " gyp: 1-7 N Rayv w Rd Southhol'1 Pro fk .:i" AVC U„4im;ted ' clean 5e'v�ces \ m' s * , .a � \ \ �h'*"�h� ,. t� ti.`a,,�'�,'�«,.8.fir,s1: it x..�.#"'F, .+n4 ' a •`�S � .`.rw . �.4^^ t(�I 1 f - ' ''�^sus. ,fit �.�sa` •-i r' R1� w _�.� ,. a` r." •�• ."*#'��ti;�` �F SRC E. a L'`c('�n.•F iF:��3:•it-.«r �`r �t \ \ h �,' i w` y�'" <°e'q�;t �""" �0`. _ .Q -"``'!z°` '.8�� {a ia-iic a ; ��\w�-r� W!`�O T� . \ •C ''ib w�._�E{i"�4"a .. tee`{ ,` .. ~/ � nl —_' ��'� ' 7 LOCATION MAP \ �,< ";�� a +,fix:;• � '� � � �E� "'x Is, 04 r T � F CF N i No. Issue Issued to 295 Grove Interior Renovation Scale Date Drawn By 1/4" = V-0" 1/21/25 FR 295 Grove Residence 295 Grove Dr Southold, N.Y. 11971 a TITLE PAGE Dwg. no. N A - 001 - ____1 INTERIOR NOTES � SPEC I F I GATI ONS WOOD FRAMING MATERIAL STANDARDS CARPENTRY GLASS WINDOWS AND DOORS ABE3REY I AT I�_ - __ONS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH#2 d BETTER(Fb = 875) UNLESS I.ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. _ IT IS THE T ALL TIMES. RESPONSIBILITY CONTRACTOR'S KEEP THIS CONSTRUCTION DOCUMENT BINNED OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. (BD. 1 BOARD INSUL. INSULATION _ __ ___ RENOVATION TOGETHER AT ALL TIMES.IT IS Also THEFAMILIARIZED P41-NRESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING 2.GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED 2.ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 8' MIN.FOUNDATION EXPOSURE. 3. ALL SLIDING GLASS DOORS,SKYLIGHTS,AND ANY GLASS UNIT INSTALLED [ �^ ,.J GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE BLDG. BUILDING K ][KIPS (1000 LBS) 295 GI"OVC' DC SOUthOIU N.Y. 11971 GENERAL WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3.SILLS TO BE P.T.AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO - --- -- -__--- i UNLE55 OTHERWISE NOTED. APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD PROVIDE SILL 5EALANSULATIONI.SIZE OF SILL TO BE(2) 2"xb",UNLESS(1) 2"xb" BM If BEAM MANU. SPEC.'s MANUFACTURER'S SPEGIFIGATIONS COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4, ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. ALL Mt K CONSTRUCTION SHALL BE AND PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). MANUFACTURER'S SPECIFICATIONS. B.O. BOTTOM OF 11MAX � MAXIMUM APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR - - __ _ I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, EQUAL. BOT. BOTTOM MECH. MECHANICAL STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5.ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE _-_ _ _ PREFABRICATED WOOD TRUSSES,GYPSUM,HARDBOARD,AND STRUCTURAL 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ENERGY CONSERVATION CONSTRUCTION CODE. BOTTOM OF WALL - MIN. MINIMUM 3. ALL WORK SHALL CONFORM TO NATIONA_,STATE,AND LOCAL CODES PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS,ROOFS,AND WALLS. _ AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS,WINDOWS,OR - RULES SPECIFIED IN 1.1 THROUGH 1.8. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 -] NORTH AMERIGAN VERTICAL DATUM OF Wlcl 4.ALL UNNOTED OR'NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, -__-_ I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, U.O.N. COL. COLUMN NYG BG �W YORK CITY BUILDING CODE OF THE OWNER/BUILCER 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL INCLUDING END-JOADEMA K O AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. -- -- BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 7. ALL BEAMS,GIRDERS,ETC.TO HAVE MIN.OF 3-I/2" BEARING 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS -f -- KITH LUMBER STANDARDS COMMITTEE OR EQUIVALENT.THE 8. MIN. HEADER TO BE(2) 2"xl0" UNLESS OTHERWISE NOTED. DBL. DOUBLE OCG. OCCUPANCY I WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 6.NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. P.T. q.ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH UNLESS APPROVED BY THE ARCHITEGT/ENGINEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE -- -- - ---" "- DIM. DIMENSION P. GONG. POURED G 1.2.GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH ] ONGRETE 7.CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - - BEFORE THE START OF FRAMING THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED ON PAGE 15 OF GENERALLY,SHEATHING E K1 E N THICKNESS ON WALLS AND CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. -� DECK JOISTS PL. I PLATE l TIMBERS. ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA,AND EGRESS 8. DRY WELL5 AS RF_QUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS. EA. EACH PLYWD. PLYWOOD 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED APPLICABLE. - --- q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEY. ELEVATION J1P.T. PRESSURE TREATED STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING II.SUB FLOORING,GENERALLY,TO BE OF 3/4' THICKNESS AND OF COX GRADE. TEMPERED GLASS. - - -- "-- STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. I[EQUIPMENT -Ea D REQUIRED CERTIFICATES,CERT.OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11.EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. - -- ---"- -- - -- REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR I EVALUATION REPORT. APPROVED EQUAL. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. l EXISTING Ri ;RISER 11.THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO,RA MISSILE TEST OF A5TM Elggb AND ASTM E1566 AS MODIFIED BY 2020 NYS,Br_ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN SECTION 301.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM 1.4.STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT _ PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ---- -- --- -- U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM M5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA ITS. F.A.I. FRESH AIR INTAKE R.R. I ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 11 STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS -_ __ GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS EXCEED 8'-O" AND AT EVERY 8'-0". RESPONSIBLE FOR DESIGN INTENT ONLY. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE,ROOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. I STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL 1 SMART VENT - 15.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE BE PERMITTED AS GLAZING PROTECTION.PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT S.V. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE -- - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD�f TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - -=_ - 60VERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS Ib.APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN 6LA55 AND LEAVE WORK SET FORTH IN AN51/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE NECESSARY. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION 11TEMP GL. TEMPERED GLASS BROOM GLEAN. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED =-- CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN ORAWIN65, ------- ----- OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. ON THE BUILDING. [F.J. FLOOR JOISTS 11 THK. l THICK I5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL _ ___ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ib.GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I8.AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. PLUMBING _ _ MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM GENERALLY,SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB I.CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN,WASTE,AND VENT(DWV) 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF WALLBOARD,ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR ASTM G7q FLOOR SHALL NEVER EXCEED A I6" SPAN. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION] Tr TREAD SPECIFICATION FOR GYPSUM SHEATHING BOARD. SYSTEMS TO NYS PLUMBING GODS AND NYS DEC REGULATIONS. _ _ _ -_ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER �- --- COMPLETION II----- OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. PROVIDE HOT AND COLD SHUT OFF VALVE. AT ALL FIXTURES. FR. FRAME TYP. I TYPICAL 1.7.HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 0-003. - --- MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION AN51/AHA AL35.6 HARDBOARD SIDING. 20. "P.T."SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN --- R N THEIR GENTS AND EMPLOYEES FROM AND --- ARGHITEGT/ENG1NEEf ,AND T E A L AND AT BASE OF VERTICAL WASTE PIPES. AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTC. FOOTING VERT. VERTICAL 1 1.8 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2%COPPER - _- -- - -- ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD 4.USE 4"CAST IRON THROUGH FOUNDATION hALL AND PITCHED AT I/8" PER rGYP. BD. GYPSUM BOARD V.I.F. ��VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LO55 OR EXPENSE(A) FOOT. IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO I.8.1.PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL A135OR65 NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, - -- -- - ---"- - MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER H.D. f HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK 5.GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND MANUFACTURER SUCH AS: HANGERS,NAILS,SCREWS,FLASHING,ANCHOR BOLTS, -- ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM).(B) I5 CAUSED IN -DISH WASHER.........................................2" INDUSTRIAL PLYWOOD,U.S.DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, .., HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE - KITCHEN SINK........................................s' _ CONTRACTOR,ANY°9UBGONTRAGTOR,ANYONE DIRECTLY OR INDIRECTLY PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR ETC.ANY REFERENCES TO CCA ARE TO REPLACED WITH P.T. - LAVATORY...............................................K 2' WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODEHNOR lI HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY -SHOWER/TUB..........................................2" F IL�_- _ EVALUATIONT VENEER UMBE DENOTES EITHER OF THE FOLLOWI PARTY INDEMNIFIED HEREUNDER. 1.8.2. ORIENTED-STRAND BOARD(05B),WAFERBOARD ORIENTED-STRAND 21. LVLB.A.6�G A PACIFIC 2.OE C-P LAM OLAM LAUNDRY ...............................................2" HOR. HORIZONTAL BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A -TOILET........................................................ BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET PSL(PARALLEL STRAND LUMBER) DENOTES: - FLOOR DRAIN..........................................3" ----------- - I8. ALL MATERIALS,ASSEMBLIES,AND METHOD F CONSTRUCTION INCLUDING THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM BUT NOT LIMITED TO FORM-WORK,BLO ' K,FRAMING,NAILING,PLACING PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED AS PER MANU.SPEC.S 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ,__ OF CONCRETE,ETC.ARE TO BE CAREFULLYLLY SUPERVISED BY THE CONTRACTOR THROUGH ROOF. ' TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR INSULATION FENESTRATION R�QU I REMENTS APPLICABLE CODE EVALUATION REPORTS. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE DRAWINGS 'T. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 3 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, DRAIN COOKS AS REQ'O. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S AUTHORIZATION OF THE ARCHITEGT/ENGINEER. PROTECTION. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY GORE EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE +J: M.THE CONTRACTOR SHALL BE RESPONSIB_E FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED COMPONENT VALUE CITATION (PER 2020 NY5ECCC) GOMPLIE5 NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.8.4.FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL MAX.U-VALUE -0.52 q.THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL U-VAUIE.0.25 SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.l GELLULOSIG RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FENESTRATION U-VALUE AiR LEAKAGE.O$O GFM/sF MAX.AIR LEAKAGE a 0.50 CFM/SF YES 20. H NTRACTORINTERFERE TO REMOVE # RELOCATE AS REQUIRED ALL EXISTING WORK FIBERBOARD OR A5TM G208 STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PER R4o2.4.5 a TABLE R4o2.1.4-CLIMATE ZONE 4 WHICH INTERFERES V4ITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CELLULOSIC FIBER INSULATING BOARD. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE - 10.APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR R-30 BATT INSULATION W/3" MIN.P.-VALUE-49 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.5.5.STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. TO CONGEALMENT OF PLUMBING. CEILING R-VALUE SPRAY FOAM(R-VALUE'7 PER INCH) PER TABLE R402.12-CLIMATE ZONE 4 I YES SPECIFICATIONS,UNLESS NOTED OTHERWISE'. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24.NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE -I� II. NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS AS PER BUILDING GODS. EXTERIOR(2"xb•)WOOD MIN.R-VALUE.20(CAVITY) 22. PROVIDE FIREBL.OGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.12-CLIMATE ZONE a I YES (PS- 1),THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT EXCEED 25%OF THE ACTUAL DEPTH. BORED NOR ANY POTENTIAL DAMAGE THEREOF. _ 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE UNAUTHORIZED USE LNDER FEDERAL LAW BY THE ARGHIT ECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. EXTERIOR(2"xa")WOOD 3"SPRAY FOAM INSULATION MIN.R-VALUE=20(CAVITY) COPYRIGHT PROTECTION ACT OF Igg0(AWGPA),WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. FRAME WALL R-VALUE (R-VALUE PER INCH) PER TABLE R402.12-CLIMATE ZONE 4 YC5 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MECHANICAL.FUEL GAS: MIN R-VALUE= w F �CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH Nf 2.2.7. 25. FOR NEW WALLS,A PERFORATED SHEARKALL SYSTEM I5 USED. THE FLOOR R-VALUE ::::]R-30 BATT INSULATION YESCONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, I.MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE PER TABLE R402.12-CLIMATE ZONE 4CODES AND RRK PERFO STANDARD: II 2.2.1.BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B0.2.1 SQUARE AND NOTES,AND TABLES ON PACE 6-003 3 C-004. THE FASTENING SCHEDULE NYS MECHANICAL CODE AND FUEL GAS CODE --- - -- - I. ALL NEW WORK PERFORMED SHALL CONFORM RE THE RESIDENTIAL NEW YORK202 HEX BOLTS AND SCREWS(INCH SERIES). SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING COMPLIANCE STATEMENT: STATE BUILDING GO1DE,2020 NEW YORK STATE RESIDENTIAL CODE,2020 TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FOUNDATION.CONCRETE,AND MASONRY COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.2.LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE).HOLVOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 1.CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ASME 1316.2.1 SQUARE AND HEX BOLTS AND SCREWS(INCH SERIES). SHEARWALL SYSTEM(INSTALL AS PER APPLICABLE DETAILS d MANU.SPEG.'s). APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLOOWN LOCATIONS ARE SPECIFIED ON THE FOUNOJFLOOR PLANS. SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF WOOD FRAMING,AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.3.TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 26.COLUMN BEARING AS FOLLOWS: (AF3PA) AMERIGAN WOOD COUNCIL(AWC). STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. 3.SOIL TO HAVE MIN.BEARING CAPACITY OF(I)TON/50. FT.,U.O.N. PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS(4" LONG EXPAN51ON BOLTS 2.2.4.METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST.WALLS d 12" LONG HOOKED BOLTS® NEW FOUND. WALLS).FOR ANY 4. FOOTINC75 TO REST A MIN.OF 4'-O" BELOW GRADE,UNLESS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GAGE ARE SPECIFIED,MINIMUM A57M A653,STRUCTURAL QUALITY, POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING(® MIN. 16" OTHERWISE NOTED - MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. GRADE 33 STEEL SHALL BE USED.OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING,U.O.N). TABLE R50I.-7 MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER,W 5 WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE CCLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA . 5. ALL EL W ECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S S. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. L IN A SHEARALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CODE,NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) s ANCHOR BOLTS, 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS GROUND SNOW LOAD 25 LBS CFRCb ARC CONSTRUCTION CODE. U.O.N. WITH TOP GAPS® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG UNTIL I21 TIER OF FRAMING 15 IN PLACE. \� y/ 2.2.5.NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD a „ � E. NIC T SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. w/b" RISE * w/(2) /a P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ALLOWABLE I y SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. 7 SHOWN ON FOOTINGS TO BE POURED CONCRETE OF SIZE SHO ON DRAWG DEFLECTION INS. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH � O F `� GENERAL WIND PROTI=GTION CONNECTION NOTES: � J� , 2.2.6.PNEUMATIC NAILS AND 5TAPLE5: PNEUMATIC NAILS AND STAPLES Q � ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 8. ALL OPENINGS FOR BEAM POCKETS,UTILMES,ETC. TO BE FILLED EXPOSURE CATEGORY B N CONSTRUCTION;55TO 10-qq AND 2016 550 HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 - AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SOLID WITH CONCRETE. L/I80 ,',+"�. CONSTRUCTION MANUFACTURERS GODS EVALUATION REPORTS. W/NO FINISHED CEILING ATTACHED TO RAFTERS Y �• '- I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE G-005. SEISMIC DESIGN CATEGORY B FLOORS,STIJC>5 AND ROOF FRAMING SHALL BE PROVIDED. 2.2.7.SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B ISb.1 ASPHALT ROOFING SHINGLES INTERIOR WALLS b PARTITIONS H/180 " "�-`� WOODSCREWS(INCH SERIES). I.ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AN.-,') OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. DAYS OF 4,000 P.S.I.,U.O.N. ST O4 4 421' INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL FLOORS $ PLASTERED CEILINGS L/360 5 T O BE USED IN AGGDROANGE WITH MANUFA,CTURER'5 RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15#BUILDING FELT,UNLE55 OTHERWI5E 11.GONG.SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH FROST LINE DEPTH 3'-0.1 F _� b MIL. POLYETHYLENE VAPOR BARRIER UNDER OF N[� 3. METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 ------- SUBJECT TD SALT CORROSION IN COASTAL MECHANICAL CONNECTIONS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 12.COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR AREAS SHALL BE STAINLESS STEEL HOT DIPPED GALVANIZED. LINE. d 24" FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS IN/PLASTER OR STUCCO FINISH 1-1/360 ICE BARRIER REQUIRED YES SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3.PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES- 4. INHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. (1) WALL TIE PER(5)50.FT. SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 PROVIDED AT TIME TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS BY "SIMPSON" MANUFACTURER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. MAX.32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXTERIOR WALLS - WIND LOADS IN/FLEXIBLE FINISHES L/120 EACH PAIR OF 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. RIDGE STRAPS SHALL BE ATTACHED TO EA F OPPOSING LUMBER IS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5.NAILING OF ROOFING SHALL BE TO CODE. 15. APPLY(1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RAFTERS EXCEPT WHERE COLLAR TIES OF CH OR 2 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH T EACH PAIR OF LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FROM FOOTING TO 2" ABOVE FINISH CRAVE. RAFTERS. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 6.CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED 16.NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL DESIGN LOADS 6. UPLIFT CONNECTORS SHALL BE PROVICED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40"F AND FALLING,UNLE55 APPROVED BY ARCHITECT/ENOINEER.NO 7.PROVIDE(2) LAYERS OF 15#ASPHALT BUILDING FELT UNDERLAYMENT FOR CONCRETE SHALL BE PLACED ON FROZEN SURFACES. No. Issue Issued to 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2:12 PITCHES TO 4:I2 PITCHES 16" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY USE LIVE LOAD DEAD LOAD {� 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ARCHITECT/ENGINEER. 29S Grove Interior Renovation 8. SILL PLATE TO f°OUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER THE SEALANT TO UPLIFT FORGES U51NG ASTM V 6381. EXTERIOR BALCONIES 40 sf IS sf TO THE FOUNDATION TO F"ION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 15.PROVIDE BITUMINOUS JOINTS BETWEEN 5LgB5 AND FOUNDATION WALLS AND P p WHERE EVER APPLICABLE. OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE -), VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf Scale Date Drawn B PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A y BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETWIMA5ONRY MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. sf AS PER PLAN 1/4" - 1�-�� 1 21 FOUNDATIONS. ANCHOR BOLTS SHALL EE LOCATED W GYPSUM WALL BOARD PASSANGER VEHICLE GARAGES 50 WITHIN 12" OR CORNERS 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON' TOP MOUNTED BEAM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING.ALL 4" THICK P - / /25 FR AND AT SPACING NOT EXCEEDING 4'ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ELECTRICAL: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD. ATTICS WITHOUT STORAGE(MAX CLEAR HOT<42") 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE I/2"ON WALLS AND CEILING,UNLESS 20.FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM AS IN SOLID d SOUND CONDITION WITH AN EXIST.FOOTING OF MIN. I6" WIDE x 8" ATTICS KITH STORAGE(MAX CLEAR HOT> 42") 20 sf 15 sf 295 Grove Resi dence TO 2017 NATIONAL E'_LEGTRIG CODE,NFPA TO AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE DEEP d 3'-O" BELOW GRADE. p p ENERGY CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. INSULATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 2.CONTRACTOR WILL FURNISH A FIFE UNDERWRITERS CERTIFICATE UPON 3.5/5",ONE HOUR RATED,TYPE 'V GYPSUM BOARD ON CEILING AND WALLS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SITE WORK COMPLETION OF WORK. 295 Grove Dr Southold, N.Y. 119 71 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNLIT(S). ALSO AT HEAT PRODUCING I.STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf 15 psf FOIL TO BE PLACED TOWARD WARM SIDE. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3.SMOKE DETECTORS, IN CONFORMANCE N',ITH NFPA 72: 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, -GENERALLY,VERIFY OR PROVIDE HARD WIRED 2.PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. RECEIVE CLARIFICATION FROM ARGHITEOVEN6INEER PRIOR TO PROCEEDING. STAIRS 40 psf 15 psf SMOKE DETECTORS w/BATTERY BACK-UP IN: WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO DAMAGE 4.FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE 3.EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GUARDRAILS AND HANDRAIL5 200 psf 15 psf A.EACH SLEEPING ROOM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. STOCKPILE ALL EXCAVATED MATERIALS. 5. General Notes B.OUTSIDE OF EACH SEPARATE SLEEPING 3.GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 12 psf FOR ATTIC AREA IN THE IMMEDIATE VICINITY OF - q" R-50 FOR FLAT CEILINGS A 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE ROOF LOADING(LIVE = -ROUND SNOW LOAD) 25 psf 15 psf FOR LATH. THE BEDROOMS(GENERALLY THE HALLWAY) - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS ALL OPENINGS. ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 53" R-13 FOR 2"x4" WALL CONSTRUCTION FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF DWELLING 6 - 5.25" R-21 FOR Vxb" WALL CONSTRUCTION .FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT,FIRST FLOOR, 4 SECOND FLOOR,ETC.) - 5.25" R-21 FOR FLOORS 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) Dwg. no. DRAM/1111G LEGEND SHIFT EXISTING INTERIOR WINDOW RIGHT EXISTING STUD WALL RENOVATION NEW STUD WALL �G _______ DEMO WALL I I I I 295 Grove Dr Southold, N.Y. 11971 cC II DER?0 DOOR PRIMARY® BATH I I I I O IIU W EXISTING DOOR WALK IN I I z_ GREAT RM. PANTRY I CLOSET II LL � I II z o I I X I CLOSET 4t I I OPEN TO STORAGE NEW DOOR \ I I W — _ I I BELOW f ' I � DUCTWORK CHASE I II \ — 14LIF — ER RM. UNDRY KITCHEN I� HALL i DN BEDROOM#2 DN U � LOFT � UP z a LL Z X %/ PRIMARY II CLOSET BEDR00 II _ — LIVING RM. DINING AREA BEDROOM#1 ENTRY BATH CLOSET CLOSET#1 ROOM. ,— CLOSET n Existing First floor Demo Plan O Existing Second floor Demo Plan I 1/4" = 1'-0" 2 1/4" = 1'-0" S��FD aRcy E. N/C/ /TF O` �e - �X-32Y.d14 \—F, s 044ci2�' OF CRAWL UNFINISHED SPACE BASEh"ENT No. Issue Issued to 295 Grove Interior Renovation Scale Date Drawn By 1/4" = 1'-0" 1/21/25 FIR 295 Grove Residence DN ' 295 Grove Dr Southold, N.Y. 11971 DEMOLITION PLANS Dwg. no. n Existing Basement Demo Plan 1 . J 1/4" = 1'-0" D 100 �DRAWING LEGEND INTERIOR K I NO STUDS EXISTING STUD WALL RENOVATION NEW STUD WALL ORI FFLE STUD —M ------- 295 Grove Dr Southold, N.Y. 11971 DEMO WALL HEADER DER110 DOOR JACK STUD5 EXISTING DOOR TYFICAL HEADER CONNECTION NEW DOOR NEW HEADER(2) 2"X12" O . PF''IM—AR Y ® BATH z f U ` W � � I z GREAT RM. PANTRY L LL i CLOSET#2 -DUCTWORK CHASE OPEN TO STORAGE DUCMFORK CHASE w y UND � RY KITCHEN HALL ER RM. NEW HEADER(2)2"X12" /- BEDROOM #2 DN Li 9 W LO Fr i o z I, a LL c� z f= X I! LL1 PRIMARY � CLOSET BEDROOM OJ BEDZOOR31#1 C7 �( E. NIC LIVING RM• DINING AREA, e'q -Xo` ENTRY CLOSET#1 BATH �� Irk; • nr. O \ CLOSET ROOM. ® �,•.� 04442� CLOSET T �� n_Proposed First floor 1/4" - 1'-0" � ProlJose_ d Second floor No. Issue Issued to 295 Grove Interior Renovation Scale Date Drawn By 1/4" = 1'-0" 1/21/25 FR 295 Grove Residence 295 Grove Dr Southold, N.Y. 11971 PROPOSED FIRST & SECOND FLOOR Dwg. no. NA - 100 Z