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HomeMy WebLinkAbout50592-Z .rll= StyFEOLXc4'a Town of Southold 10/4/2024 a � P.O.Box 1179 0 o _ 53095 Main Rd col 4 a�.r� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45622 Date: 10/4/2024 THIS CERTIFIES that the building DECK Location of Property: 590 Bayberry Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-3-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/18/2024 1 pursuant to which Building Permit No. 50592 dated 4/25/2024 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstructed deck addition to existing single-family dwelling as applied for. The certificate is issued to Marinucci,Arita of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth e ignatur o�Su�eot,r�o TOWN OF SOUTHOLD Gym BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#: 50592 Date: 4/25/2024 Permission is hereby granted to: Marinucci, Arita 140-44 Qunce Ave Flushing, NY 11355 To: reconstruct deck addition to existing single-family dwelling as applied for. At premises located at: 590 Bayberry Ln, Greenport SCTM #473889 Sec/Block/Lot# 52.-3-18 Pursuant to application dated 3/19/2024 and approved by the Building Inspector. To expire on 10/26/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $388.50 CO-ADDITION TO DWELLING $100.00 Total: $488.50 Building Inspector ho�NOF SO(/ly�� # TOWN OF SOUTHOLD BUILDING DEPT. °ycou �0 631-765-1802 V 1 NSS ECT1 O N bopa [ ]- FOUNDATION 1 ST// REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DWI% Q�_A/ .. l DATE INSPECTOR J o�aOE SoUTyO # TOWN:OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLB.G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ gFINAL DgC-4- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ . ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: be,&L O ge- DATE . INSPECTOR MELD INSPECTION REPORT DATE COMMENTS w d FOUNDATION (1ST) ----- - � � ------------------------------------- FOUNDATION (2ND) z �o 1 ROUGH FRAMING& PLUMBING 1 INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS V, co c l0`131a (g° �- m NI o x d b y r� o$u>foixsz 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 hups://www.southoldtownny.aov Date Received APPLICATION FOR BUILDING PERMIT9EC E Q WE For Office Use Only R MAR 1 8 2024 PERMIT NO. Building Inspector: z� in.th GiS eF€tyiMC�i �I"l➢N."'�t:Zn�:��b�. Applica"tions and forms must-be filled:out eir entirety.ancompiete- 'appiications!will not=be accepted:,'Where the,Applican4 is not the owner;an Owner's Authorization form,(Page 2)shall be tomple#ed^: -41. Date: `OWNER S OE PROP..ERTIf� R fx. Name:, SCTM#1000- Project Address: a ,..... 1..1. •. ..._ .._._.•...........,_Phone#: Email: 4/)40ndmr4-- -I � _ Mailing Address lln,_ .._,.m....._�._,._ ___../...�o.-. .. ._ cn cam:_ _ --_. __.. .."• ., _ ._..•.__......._.______..._... ... _ .__,.. ._•.,__ __. . CONTACT'PERSON. . Name: Mailing Address: �� OQ 6 , .•_,.. _....,.__.:.. _..,,..,...._..__ � �. . .... .. ...:. . �. _ Phone#:- j _ v3 _ Email: @• Unco .._.. DESIGN..PROFESSIONAL INFORMATION Name: `. .. L Mailing Address: Phone#: — _ Email: S...^n L 6w, . _:CONTRACTOR'INFORMATION: Name: Mailing Address: Phone#: Email: .DESCRIPTION OF PROPOSED C NS R CTION,' ❑New Structure ❑Addition •Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other L- $ q l000 Will the lot be re-graded? ❑Yes Ao Will excess fill be removed from premises? ❑Yes VNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: ' Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. 6eekBox After Reading: The owner/contractor/d4iigrrpr6tessionaI 14 responsible forall.drainage and storm water issues as pro4ideO'by; Chapter 236of the.Town Code.�APPLICATIORIS'HEREBY MADE to.the;euiiding Department for,the issuance"ot;a'Building Permit pursuant to th"e Building zone ;ord'inance,of'the Town of Southold,Suffolk;County,New York and other.applicable,Laws,Ordinances or itegulations;for the construction of buildings,;', "additions,alterations or for removal or.demolition as herein'described Trhe.applicant,agrees io comply,w'ith all applicable,laws,ordinances,.building code,- `housing cod'e'and regulations and to admit authorized'inspectors on premises and in building(s)for neces'sary inspections:False statements made herein are punishable as a Class A misdemeanor,pursuant to Section iid.45 of the New York State Penal Law: Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: p d C Date 3l J STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.0 1 BU6185050 COUNTY OF ) Qualified In Suffolk County Commission Expires April 14,2y 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���ay of M oA-(,h , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 5.: 9. -t C Ip • . -' ,- Tr- �' �° -� . "�Vic: Wild _c q'A jj Ilk 0 STAN' I NG J m m ti " O t. S� f A - ,\' AT From: sandra walia sandra-walia@yahoo.com Subject: Fw: survey to print Date: Oct 27, 2020 at 12:22:20 PM To: sandra walia sandra walia@yahoo-.com -----Forwarded Message----- From:sandra walia To:sandra walia<sandra w&-ljja0yahp-o.=> Sent:Tuesday,September 22,2020,06:31:10 PM EDT Subject,survey to print land survey dry SUPPOU tatt 44A A" "M-ft"PIA-Umv= V-1 limpa wuls A44P 01= R20PZQTY CAJQVCY&-0 94W THE WATO 4r SYSTCA41 CONFORM MwN ap*'iuzrlot,vN.Y SUfr*LK t AV SUFFOLK SERVICE ell C43NSUUC DATE: . K APPROVED Scale r-qo"* SUFFOU i 4rd"27,5s0 ag.fi DIST. -46 , 4k I#,*"#?PC OWWEASAt DECO:L-N No-for L&+nuwb*es xh&A"twfer 4+a--oNk C*.wtt CU,4i,q" RV. see 1130.0 Int,be" IN J,;�J,�, , .� . to asJ�!� ,rr, r Rakqd V" UC1DWDLA%DSWWftVM GREEN?*" NEW YORK kwA 29 167 I5k-� �SqS 11 TT34-ssv-�, TSUIff0ll�C,ounty.I e-..Ot �' Lab�or', Lcei%ng` �& Con"sum Pf�a' rs� . �� Fes. �' " ... •• _� t a, 'jfIM�P®U�EfViENJTiLC�E'NS�E .T rN E Hi sN7MO� F g ................... Uf'SM Of 0$K C }. �L'�cens umber.} RosesWelo is used. 03 1}' O P MO iss E ' re =�0�3 WjijlhZ`0p?4 .ter .L''_ � iw u:`�" t+,yc �. :..�._��•..-...,.w.°m.:,.:-:...�'- '^`� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE r r AAA^^A 800369852 ACRISSURE LLC D/B/A ROBERT C MANGI AGENCY INC 910 FRANKLIN AVE STE 210 GARDEN CITY NY 11530 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER STEPHEN SENZATIMORE TOWN OF SOUTHOLD D/B/A EASY DECKS 54375 MAIN ROAD PO BOX 774 SOUTHOLD NY 11971 SPEONK NY 11972 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12511381-2 452306 04/02/2023 TO 04/02/2024 3/12/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2511381-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/I WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:260160549 U-26.3 Workers'E nsation CERTIFICATE OF INSURANCE COVERAGE STAT Compe 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 la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured STEPHEN SENZATIMORE DBA EASY DECKS 917-295-6951 PO BOX 774 SPEONK, NY 11972 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage isspecificallylimitedto or Social Security Number 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 54375 Main Road 3b.Policy Number of Entity Listed in Box"I a" Southold, NY 11971 DBL552265 3c.Policy effective period 03/14/2023 to 03/13/2025 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 authorized representative or licensed 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 3/13/2024 By (Wo. 4 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, 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 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 sox 4B,4c or sB 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) IIIIII DB iiiiiiiiiiiiiiiiiiiiiiiiiiuiiiiiiii'lllllll 120.1 (12-21) NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � 0 AAAAAA 800369852 + ACRISSURE LLC D/B/A ROBERT C MANGI AGENCY INC 910 FRANKLIN AVE STE 210 GARDEN CITY NY 11530 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER STEPHEN SENZATIMORE TOWN OF SOUTHOLD D/B/A EASY DECKS 54375 MAIN ROAD PO BOX 774 SOUTHOLD NY 11971 SPEONK NY 11972 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12511381-2 727777 04/02/2024 TO 04/02/2025 4/29/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2511381-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:306375657 U-26.3 Suffolk.County Dept. of Labor, Licensing & Cionsumer. Affairs . 3 _,.. HOME IMPROVEMENT LICENSE -Name- STEI?HEN SENZATIMORE Business Name EASY EXECS This certifies Ahat the -bearer is duly licensed License Number H-4988 by the County of suffollt issued: 03l21l2012 OJ T. R. e'rsf Expires: 03,101 20 6 commissioner SITE PLAN NOT TO SCALE WALSTEIN YOUNG MARINUCCI RESIDENCE (HOUSE) - - - - - - - - - - (HOUSE) - - - - - (HOUSE) PROPERTY:590 BAYBERRY LANE, SOUTHOLD, NY 11971 N . 56 ` 45 20 "W 145 ' -0 " - - I I I ; i ! W i - GENERAL NOTES SCOPE OF WORK I i 30. BOTH THE GENERAL CONTRACTOR AND, IF APPLICABLE, THE APPLICATION IS FILED FOR EXISTING EXTERIOR DECK REMOVAL AND NEW EXTERIOR DECK 1. THE GENERAL NOTES AND CONSTRUCTION DOCUMENTS HEREWITH 15. ALL EXISTING DISTURBED OR DAMAGED SURFACES(I.E. DRYWALL, CONSTRUCTION. NO CHANGE TO USE, EGRESS OR OCCUPANCY UNDER THIS APPLICATION. SHALL APPLY TO THE WORK OF THIS PROJECT, AND SHALL BE STUCCO, PAINT, ETC.),WITHIN THE AREA OF CONSTRUCTION, SHALL BE MILLWORK SUBCONTRACTOR SHALL KEEP A FULL TIME SUPERINTENDENT NET ADDITIONAL NEW DECK IS 85 SF. SEE PLAN NOTE 6 ON A-100. '��" ` CAREFULLY REVIEWED BY THE GENERAL CONTRACTOR AND ALL OF HIS REPAIRED, AS NECESSARY,TO MATCH EXISTING FINISHES. ON THE JOB AT ALL TIMES. GENERAL CONTRACTORS SUPERINTENDENT 63-0. ram/ SUB-CONTRACTORS. THE GENERAL CONTRACTOR SHALL COORDINATE SHALL REMAIN ON SITE FROM DATE OF SUBSTANTIAL COMPLETION TO ij s I�P66L W / /r�� /�%� ' z EACH SUBCONTRACTOR'S PARTICULAR WORK WITH ALL OTHER OPENING DAY. MILLWORK SUPERINTENDENT SHALL REMAIN ON SITE THE PROPERTY INFORMATION 16. AFTER COMPLETION OF CONSTRUCTION, ALL WORK AREAS SHALL BE COMPLETE WEEK FOLLOWING SUBSTANTIAL COMPLETION. SUBCONTRACTOR'S WORK:ASSOCIATED WITH THIS PROJECT.THE l GENERAL CONTRACTOR SHALL SUPPLY THE SUBCONTRACTOR WITH LEFT CLEAN AND FREE OF ANY PLASTER, PAINT SMEARS OR SPLATTERS, ADDRESS: 590 BAYBERRY LANE, SOUTHOLD, NY 11971 " AND THE BUILDING IS TO BE BROOM CLEANED. CONTRACTOR TO 31. ALL WORK IS TO CONFORM WITH DRAWINGS AND SPECIFICATIONS. BLOCK: 3 COMPLETE SETS OF DRAWINGS. ANY CONFLICTS AND/OR REMOVE AND DISPOSE OF ALL CONSTRUCTION WASTE, DEBRIS, PCL: 18 DISCREPANCIES BETWEEN TRADES SHALL BE BROUGHT TO THE 32. THE CONTRACTOR IS TO MAINTAIN A COMPLETE AND UP TO DATE SET MATERIALS, ETC AS REQUIRED BY THE LOCAL AUTHORITY HAVING SECT: 052 ARCHITECT'S ATTENTION FOR RESOLUTION. OF DRAWINGS DRAWINGS ON THE JOB AT ALL TIMES INCLUDING THE D N 2 DIST: 1000 n I "' I n JURISDICTION.. CONTRACT DOCUMENTS AND SHOP DRAWINGS. D H.S. REF NO.: 12-50-48 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALLCD CARRY WORKMEN'S COMPENSATION INSURANCE IN STATUTORY 17. COLD WEATHER CONSTRUCT]ON:THE GENERAL CONTRACTOR SHALL 33. THE CONTRACTOR SHALL COORDINATE ALL WORK AS REQUIRED FOR AREA: 27,550 S.F. I s J TAKE SPECIAL PRECAUTIONS AGAINST DAMAGE TO MATERIALS AND ANY AND ALL TRADES, INCLUDING THOSE WORKING FOR THE OWNER. AMOUNTS AS REQUIRED BY LAW; LIABILITY, BODILY INJURY, . AUTOMOTIVE, AND OTHER INSURANCES IN AMOUNTS AND FOR PERIODS WORK INSTALLED IN COLD OR FREEZING WEATHER, BY PROVIDING REFER TO ALL DOCUMENTS. SAID CUTTING AND/OR CHOPPING SHALL BE CONTACT/PROJECT DIRECTORY SATISFACTORY TO THE GENERAL CONTRACTOR. TO THE FULLEST ADEQUATE SPECIAL HEAT AND/OR COVERINGS TO PREVENT DAMAGE BY PERFORMED IN ACCORDANCE WITH THE BUILDING RULES AND I NEW DECK o EXTENT PERMITTED BY LAW, THE GENERAL CONTRACTOR AND ALL OF THE ELEMENTS. THE GROUND SURFACES UNDER FOOTINGS SHALL BE REGULATIONS. I EX REPLACE HIS SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE PROTECTED AGAINST FROST OR FREEZING. ARCHITECT: CLIENT: SURVEYOR: EXISTING PROTECTED l /, . ./� /�/, ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND 34. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS, / % 18. ALL WORK SPECIFIED IN THE CONSTRUCTION DOCUMENTS, AND IVAN SEGIC ARITA MARINUCCI RODERICK VAN TUYL P.C. I �� /%/j///� EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, AND OMISSIONS CONFLICTS OR AMBIGUITIES IN AND BETWEEN THE PLANS, //"` PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS, EMAIL: isegic@gmail.com /, aM . (LiNc'/ EXPENSES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE GIVEN A ONE(1)YEAR WARRANTY FROM THE DATE OF THE DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT 590 BAYBERRY LANE, GREENPORT, NY ASSOCIATED WITH THIS PROJECT. PORTION OF THE WORK. IF SUCH NOTICE IS NOT FURNISHED THE CITY OR COUNTY'S FINAL INSPECTION, AND WITH THE OWNER'S 437 LAKE STREET SOUTHOLD, NY 11971 ARCHITECT THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED 3. EXISTING CONDITIONS: BEFORE BIDDING, THE CONTRACTOR SHALL APPROVAL OF SATISFACTION. DURING THIS PERIOD, THE CONTRACTOR BROOKLYN, NY 11223 SURVEY AMENDED 10/18/1982 VISIT THE JOB SITE AND ASCERTAIN ALL EXISTING CONDITIONS WHICH AGREES TO REPAIR AND/OR REPLACE, AS NECESSARY, ANY WORK THE PLANS, DRAWINGS, AND SPECIFICATIONS AND TO HAVE FOUND THEM TEL: 718-915-0271 WILL AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS PERFORMED UNDER HIS CONTRACT WHICH IS DEFECTIVE OR DAMAGED IN PROPER FORM FOR EXECUTION. A REASON FOR REQUESTING EXTRA PAY WHEN THE EXISTING DUE TO CIRCUMSTANCES ASSOCIATED WITH THE WORKMANSHIP OF THE 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDITIONS RESULT IN EXTRA MATERIALS. ANY EXISTING CONDITIONS GENERAL CONTRACTOR'S WORK FORCE, OR THAT OF HIS DISTRIBUTE ADEQUATE COPIES OF THESE DRAWINGS TO ALL APPLICABLE BUILDING DEPARTMENT: FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE SUBCONTRACTORS. TRADES AT ALL TIMES DURING THE PROGRESS OF THE JOB (I.E. I WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE REVISIONS). TOWN OF SOUTHOLD SEPTIC TANK/POOLS ARCHITECT/ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE 19. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF TOWN HALL ANNEX 54375 MAIN ROAD I COMPLETELY ASSESSED WITHOUT ADDITIONAL CHARGE AND SHALL CONSTRUCTION AND REMAIN THE PROPERTY OF THE ARCHITECT. ANY 36. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND/OR SAMPLES AS P.O. BOX 1179 SOUTHOLD, NY 11971-0959 l m i INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE REPRODUCTION OF SAID DRAWINGS,WITHOUT THE WRITTEN CONSENT REQUIRED BY THE ARCHITECT AND OTHER PROJECT CONSULTANTS FOR TEL: 631-765-1802 INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. OF THE ARCHITECT, IS STRICTLY PROHIBITED BY COPYRIGHT THE ARCHITECT'S REVIEW PRIOR TO COMMENCEMENT OF WORK. FAX: 631-765-9502 PROTECTION LAWS. 37. REFER TO ALL OTHER PLANS INCLUDING ENGINEERING AND I 4 ALL WORK PERFORMED FOR THIS PROJECT SHALL COMPLY WITH ALL COMMUNICATIONS PLANS FOR RELATED WORK. NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION, INCLUDING 20. PLANS: DRAWINGS ARE BASICALLY DIAGRAMS INTENDED TO DEPICT 38. EACH CONTRACTOR AND SUBCONTRACTOR SHALL REVIEW THE DRAWING INDEX I ! N BUT NOT LIMITED TO THOSE LISTED IN THE CODE DATA PORTION OF THE APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO 290TOWILOCHERRYWAY S 5. . 5 '2 0 " E 1 4 5�q"' - - - - - - ENTIRE SET OF CONTRACT DOCUMENTS AND ACKNOWLEDGE ALL SITE PLAN NOTE L - - - - � DRAWINGS AND WITH THE:REQUIREMENTS OF THE UTILITY COMPANIES SHOW EVERY MINOR DETAIL. WHERE MANUFACTURER'S NAMES AND CONDITIONS PERTINENT TO WORK. HE SHALL FULLY COORDINATE HIS DRAWING NO: SHEET NO: DRAWING TITLE 6"WATER MAIN 6"WATER MAIN WHOSE SERVICES SHALL BE UTILIZED. ALL MODIFICATIONS REQUIRED BY PRODUCT NUMBERS ARE INDICATED ON THE DRAWINGS IT SHALL BE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - THE BUILDING DEPARTMENT SHALL BE BROUGHT TO THE ATTENTION OF CONSTRUED TO MEAN THE ESTABLISHING OF QUALITY AND WORK WITH THE INSTALLATION WORK BY OTHER TRADES AND MAKE SITE PLAN INFORMATION OBTAINED FROM SURVEY BY THE ARCHITECT PRIOR TO, OR AT THE TIME OF PERMITTING. ANY PERFORMANCE STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCT NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE HIS ARCHITECTURAL RODERICK VAN TUYL, P.C. AND OBTAINED FROM TOWN BAYBERRY LAN E REQUIRED CHANGES WILL BE SHOWN, AS DETERMINED BY THE SUBSTITUTIONS MUST SUBMITTED TO THE ARCHITECT FOR APPROVAL WORK AT NO ADDITIONAL CHARGE TO OWNER. T-001.00 01 TITLESHEET, GENERAL NOTES AND SITE PLAN OF SOUTHOLD BUILDING DEPARTMENT RECORDS . - - - - 50'WIDE ARCHITECT, ON REVISED DRAWINGS ISSUED TO THE GENERAL WHERE THERE IS A CONFLICT BETWEEN SPECIFICATIONS AND A-100.00 ! 02 FIRST FLOOR DECK FRAMING PLANS CONTRACTOR. DRAWINGS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF A-200.00 03 EXISTING DEMOLITION EXTERIOR ELEVATIONS /� ALL TRADES AND MATERIALS,WHETHER UNDER THE CONTRACT OR - SITE PLAN LEGEND 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL DRAWINGS. PROVIDED BY THE OWNER. A-201.00 04 PROPOSED DECK ELEVATIONS Y FOR ALL PERMITS, TESTS, 21. INTERFERENCE:THE CONTRACTOR SHALL COORDINATE HIS WORK A-300.00 05 GENERAL DECK DETAILS SHEET 01 OF 02 _,_._._ PROPERTY LINE EXISTING TO REMAIN ADJACENT PROPERTY LINE N.I.0 i<' ", AREA NOT I MAKE ARRANGEMENTS FOR, OBTAIN, AND PA INSPECTIONS, AND APPROVALS REQUIRED CR HIS PORTION OF WORK. WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING 40. ALL CLEAN-UP AND CARTING FOR ANY AND ALL MATERIAL SHALL BE A-301.00 06 GENERAL DECK DETAILS SHEET 02 OF 02 ( ) �' N CONTRACT CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND INCLUDED IN THE BID,WHETHER BY CONTRACTOR'S SUBS OR OWNER'S 6. THE GENERAL CONTRACTOR AND EACH RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ALL MANDATORY SUBCONTRACTOR SHALL BE STRUCTURAL MEMBERS BE AVOIDED. _"HE CONTRACTOR SHALL PROVIDE CONTRACTORS.AN ALLOWANCE TO RELOCATED ANY INSPECTION & CERTIFICATE RT I F I CAT E O F O CCI_, , AN CY INFORMATION r=%:ISTING PLUMBING MAINS, HVAC (p .�,. BUILDING INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT TO BE RUNS, BRANCH LINES OR ANY OTHER NON-STRUCTURAL ELEMENTS THAT INTERFERE WITH THE PROPOSED LAYOUT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST INSPF",TIONS FROM THE BUILDING DEPARTMENT. MADE BY THE ARCHITECT OR R ANY OF HIS ENGINEERS UPON ISSUANCE CONSTRUCTION MUST BE COMPLETED AND CERTIFICATE OF OCCUPANCY MUST BE OBTAINED WITHIN EIGHTEEN 18 OF THE PERMIT. THE GENERAL CONTRACTOR MUST ENSURE THAT THE ( ) INSPECTIONS PROCESS IS IN FULL COMPLIANCE WITH THE 22. SUBSTITUTIONS: PRODUCTS AND VATERIALS CALLED OUT BY TRADE MONTHS, OR THE PERMIT MAY NEED TO BE RENEWED. BUILDING PERMITS SHALL BE VISIBLY DISPLAYED AT THE Fr REQUIREMENTS OF ALL CODES AND AGENCIES HAVING JURISDICTION. NAME AND/OR CATALOG NUMBERS ES-/�,BLISH A STANDARD OF QUALITY, WORK SITE AND SHALL REMAIN VISIBLE UNTIL THE AUTHORIZED WORK F'AS BEEN COMPLETED. APPEARANCE, PERFORMANCE AND DIMENSION. CONTRACTORS SHALL BASE HIS PROPOSAL ON THOSE ITEMS AS THEY SHALL BE CONSIDERED AP P OVED AS NOTED WORK SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL INSPECTED NqD ACCEPTED BY THE BUILDING INSPECTOR. R THE GENERAL BE AWARE AND ALL SUBCONTRACTORS SHALL BE AS A BASIS OF BIDDING. REQUESTS FOR SUBSTITUTION SHALL BE /� THE PERMIT HOLDER SHALL NOTIFY THE BUILDING INSPECTOR WHEN A,vY ELEMENT OF WORK DESCRIBED BELOW IS RESPONSIBLE TO BE AWARE OF ALL COMMENTS AND NOTES MADE BY SUBMITTED IN WRITING TO THE ARCHITECT/ENGINEER, DEMONSTRATING �A B. P SOS READY FOR INSPECTION. THE BUILDING OFFICIAL UPON THE PERMITTED, SIGNED AND SEALED THAT PRODUCT IS OF COMPARABLE AND BASIC DESIGN, CONSTRUCTION, JOBSITE SET OF CONSTRUCTION DOCUMENTS, AND SHALL INCORPORATE STANDARDS AND WARRANTIES, DIMENSIONS TO FIT WITHOUT CHANGE, FEE �D BY• THE FOLLOWING ELEMENTS OF THE CONSTRUCTION PROCESS SHALL BE INSPECTED,WHERE APPLICABLE: ALL INFORMATION WITHIN THE APPLICABLE CONTRACTORS'SCOPE OF AND DOES NOT CAUSE EXTRA WORK TO OTHER TRADES. CONTRACTOR NOTIFY BUILDING DEPARTMENTAT WORK. IT SHALL, AS WELL, BE THE RESPONSIBILITY OF THE GENERAL SHALL BE RESPONSIBLE FOR PROVIDING EQUALITY OF SUBSTITUTION: 831 765-1802 8AM TO 4PM FOR THE * FOOTING REINFORCEMENT OR PIER EXCAVATION PRIOR TO POUR; CONTRACTOR TO KEEP All AS-BUILT SET OF CONSTRUCTION FOLLOWING INSPECTIONS: FOOTING KEYWAY WITH FOUNDATION WALL REINFORCEMENT; 01 N/A 2/0AT DOB FILING SET By ARCHITECT/ENGINEER WILL, UNDER NO CIRCUMSTANCES, BE REQUIRED DOCUMENTS, AND TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES * ISSUE# REV# DATE DESCRIPTION By TO PROVE SUCH ITEM IS OR IS NOT OF EQUAL QUALITY TO THE 1. FOUNDATION-TWO REQUIRED FOUNDATION BEFORE BACKFILL; MADE DUE TO FIELD DIRECTIVES BY THE BUILDING INSPECTORS. AT SPECIFIED ITEM. ARCHITECT/ENGINEER EXPENSES INCURRED DUE TO FOR POURED CONCRETE * FRAMING, TIE DOWN/STRAPPING AND PLUMBING; SUBSTANTIAL COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL DELIVER THE AS-BUILT SET OF DRAWINGS TO THE CONTRACTOR'S REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE 2 ROUGH-FRAMING&PLUMBING * UNDERGROUND PLUMBING; 3. INSULATION ARCHITECT,WITH ALL AUTHORIZED FIELD CHANGES CLEARLY INDICATED PAID BY CONTRACTOR. PERIMETER INSULATION; IN RED INK OR PENCIL. 4. FINAL-CONSTRUCTION MUST * ROUGH ELECTRIC; INSULATION AND CAULKING;* 23. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THE ENTIRE 6E COMPLETE FOR C.O. SOLID FUEL-BURNING HEATING APPLIANCES, CHIMNEYS, FLUES OR GAS VENTS; 8. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE SET OF CONSTRUCTION DRAWINGS FOR ANY APPLICABLE WORK. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OFNEW ENERGY CODE COMPLIANCE; AND INDIVIDUALLY RESPONSIBLE FOR THE PROTECTION OF BUILDING CHANGE ORDERS FOR WORK DEPICTED ANYWHERE IN THE SET OF OCCUPANTS FROM ALL HAZARDS ASSOCIATED WITH HIS PARTICULAR CONSTRUCTION DOCUMENTS SHALL NOT BE ALLOWED. PORK STATE. NOT RESPONSIBLE FOR * A FINAL INSPECTION AFTER ALL WORK AUTHORIZED BY THE BUILDING PERMIT HAS BEEN COMPLETED IVAN SEGIC, ARCHITECT WORK. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL DESIGN OR CONSTRUCTON ERRORS AFTER ALL NECESSARY INSPECTIONS ARE COMPLETED ADDITIONAL DOCUMENTS, INCLUDING BUT NOT LIMITED TO 437 LAKE STREET - BROOKLYN, NY 11223 BARRICADES, BARRIERS, AND DUST CONTROL SYSTEMS NECESSARY TO 24. SCHEDULING: CONTRACTOR SHALL COORDINATE WITH THE OWNER PROTECT THE HEALTH AND SAFETY OF THE BUILDING OCCUPANTS. APPROPRIATE TIMES TO PERFORM WORK. CONTRACTOR MUST BE THE FOLLOWING, MAY BE REQUIRED Tel: segi gmail, AWARE OF VARYING AVAILABILITY OF APPROPRIATE TIME WINDOWS. COMPLY WITH ALL CODES OF * SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL-ORIGINAL COPY ~ e-mail: isegic@gmail.com 9. WRITTEN DIMENSIONS AND NOTES ARE TYPICAL FOR SIMILAR CLOSE CONSULTATION WITH OWNER IS THEREFORE NECESSARY. NEW YORI<STATE&TOWN CODES PLUMBER'S AFFIDAVIT * MISCELLANEOUS CERTIFICATIONS AS REQUESTED BY PLANS EXAMINERS OR INSPECTORS GENERAL CONDITIONS: CONDITIONS, UNLESS OTHERWISE NOTED INTHE CONSTRUCTION 25. NO DEVIATIONS SHALL BE MADE FROM THE CONTRACT DOCUMENTS AS REQUIRED AND CON ITIONS OF DOCUMENTS. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE OR PRODUCT SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE S�lMDIDT �1NZEIA THE CERTIFICATE OF OCCUPANCY WILL BE ISSUED AFTER ALL OF THE REQUIRED DOCUMENTS ARE SUBMITTED TO THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED DRAWINGS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO ARCHITECT. THIS OFFICE. NO BUILDING MAY BE USED OR OCCUPIED IN WHOLE OR IN PART, UNTIL A CERTIFICATE OF OCCUPANCY HEREIN' ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS To HAVE 1HE WORK ORDERING ANY MATERIAL_OR COMMENCING WITH ANY WORK. SOUTH 101"t?J PLANNING BOARD REPRODUCED, FABRICATED, CONSTP.UCTED AND/OR MANUFACTUPED ARE RESERVED BY THE 26. ALL PRODUCTS USED SHALL BE INSTALLED IN ACCORDANCE WITH SHALL HAVE BEEN ISSUED BY THE BUILDING INSPECTOR. ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, 10. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE THE MANUFACTURER'S RECOMMENDATIONS AND THE BEST PRACTICES SOLELY FOR YOUR INSPECTION. AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR r--•- --•----.... on :DTOWNTRUSTEES Is RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL As RESPONSIBLE FOR ANY CUTTING, FITTING, AND PATCHING THAT MAY BE OF THE TRADE. (�Y �O THE OWNER/CONTRACTOR/DESIGN PROFESSIONAL IS RESPONSIBLE FOR ALL DRAINAGE AND STORM WATER ISSUES BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS. CORRIDORS, AUD ALL OTHER CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR REQUIRED TO PROPERLY COMPLETE THE WORK OF HIS CONTRACT. NO tT�J/��R AS PROVIDED BY CHAPTER 236 OF THE TOWN CODE. THE PERSON RESPONSIBLE FOR THIS SITE MUST CALL IN FOR INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER 27. RECORD DRAWINGS: MAINTAIN A COMPLETE SET OF PRINTS FOR - �ItTNW HPC ALL INSPECTIONS LISTED ABOVE. TO FABRICATION OF SAID WORK, THE CCrITRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS CONTRACTOR. ANY FEES/COSTS INCURRED TO REPAIR DEFECTIVE OR INDICATING ALL CHANGES. USE COLORED PENS TO MARK CHANGES AT vH OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. LIMITED WORK SHALL BE BORNE BY THE SUBCONTRACTOR RESPONSIBLE THE TIME OF EXECUTION AND DELIVER THE SET TO THE v CONTACT THE TOWN OF SOUTHOLD BUILDING DEPARTMENT AT (631) 765-1802 TO SCHEDULE YOUR INSPECTIONS. THEREFORE. ARCHITECT/ENGINEER UPON COMPLETION. CONTRACTOR SHALL STAMP -7PLEASE HAVE YOUR BUILDING PERMIT NUMBER READY. Client 11. THE GENERAL CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS, "AS BUILT"ON PRINTS AND PLANS, DATE AND SIGN IN INK. SHOP DRAWINGS, SAMPLES, AND EQUIPMENT SPECIFICATION SHEETS AS 28 THE CONTRACTOR SHALL FOLLOW ALL BUILDING MANAGEMENT MARINUCCI RESIDENCE CALLED FOR IN THE CONSTRUCTION DOCUMENTS. ALL SUBMITTALS AND/OR MUNICIPAL RULES& REGULATIONS INCLUDING BUT NOT LIMITED OCCUPANCY OR �590 BAYBERRY LANE SHALL BE DELIVERED TO THE OWNER SUFFICIENTLY IN ADVANCE TO TO RULES REGARDING BARRICADES, DELIVERIES, PARKING,WORK *� �R /� F� SOUTHOLD NY 11 ALLOW FOR REVIEW AND CORRECTION OR APPROVAL. PROCUREMENT HOURS, NOISE& BEHAVIOR. USr..- s�LA� FUL AND/OR FABRICATION SHALL NOT COMMENCE UNTIL SUBMITTALS ARE 971 REVIEWED AND APPROVED BY THE OWNER. THE ARCHITECT'S 29. GC SHALL COORDINATE HIS SCHEDULE WITH THOSE OF THE CE lTIFICt-" APPROVAL OF A SUBMITTAL THAT IS NOT IN CONFORMANCE WITH THE OWNER'S SEPARATE CONTRACT'S(IFANY)INCLUDING: Title CONTRACT DOCUMENTS DOES NOT RELIEVETHE CONTRACTOR OF THE OF OCCUPANCY TITLESHEET, GENERAL NOTES AND RESPONSIBILITY TO CONFORM WITH THE CONTRACT DOCUMENTS. A. MILLWORK CONTRACTOR B. STONE CONTRACTOR SITE PLAN 12. IF APPLICABLE, ALL REQUIRED TESTS PERTAINING TO THIS PROJECT C. SAFE INSTALLER SHALL BE PERFORMED AT THE EXPENSE OF THE GENERAL CONTRACTOR, D. SECURITY AND ALARM INSTALLER AND BY A LICENSED TESTING LABORATORY UNDER THE SUPERVISION OF E. I.T. WIRING AND TERMINATION DEVICE INSTALLER A STATE REGISTERED ENGINEER. TEST RESULTS SHALL BE SUBMITTED F. SYSTEMS FURNITURE INSTALLER RETAIN STORM WATER RUNOFF Seal&Signature: Project No. 24-001 EACH TIME A TEST IS COMPLETED. G. CAMERA INSTALLER PURSUANT TO CHAPTER 236 13. THE GENERAL CONTRACTOR AND ALL APPLICABLE OF THE TOWN CODE. Date 01/21/24 SUBCONTRACTORS SHALT_ FURNISH AND BE SOLELY RESPONSIBLE FOR �\�RE D AA ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE PLUMBNESS AND STABILII-Y OF ALL STRUCTURAL ELEMENTS. THIS SHALL Date Released 01/21/24 APPLY EVEN TO THOSE STRUCTURAL MEMBERS NOT INDICATED IN THE C" Scale: AS NOTED CONSTRUCTION DOCUMENTS. �-t I .. 14. NO STRUCTURAL MEMBER SHALL BE CUT, REMOVED, OR MODIFIED - - (UNLESS SPECIFIED IN THE CONSTRUCTION DOCUMENTS)WITHOUT THE Approved By IS WRITTEN CONSENT OF THE ARCHITECT OR HIS ENGINEER. Drawn By IS/HN Sheet# PAGE# T-001 .00 01 OF 06 POST DECK/FRAMING NOTES DECK/FRAMING PLAN LEGEND DECK/FRAMING PLAN NOTES -bi1. ALL LUMBER TO BE PRESSURE TREATED 2. PROVIDE BRIDGING AT MIDSPAN OF ALL JOISTS DENOTES EXISTING BUILDING O EXISTING 2X10 LEDGER BOARD TO REMAIN O7 EXISTING CHIMNEY(BOILER/HWH) 3. ATTACH LUMBER WITH GALVANIZED HANGERS, CONNECTORS, PLATES, ETC AS STRUCTURE TO REMAIN HANDRAIL REQUIRED O ALL FRAMING MEMBERS AND POSTS SHOWN ARE NEW UNLESS Og EXISTING CHIMNEY( FIREPLACE) 4. ALL NAILS TO BE GALVANIZED OR STAINLESS STEEL OTHERWISE NOTED 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL WOOD AND METAL BLOCKING 0 EXIST. PARTITION TO REMAIN BALUSTER /2 COLOR: AS REQUIRED TO COMPLETE ALL INSTALLATIONS SHOWN ON ALL 3 ALL WOOD SHALL BE PRESSURE TREATED 9 REFER TO DETAIL SHEET A-300&A-301 FOR ALL TYPICAL DECK ROCKY HARBOR ARCHITECTURAL PLANS. WOOD BLOCKING SHALL BE PRESSURE TREATED O O FRAMING, BLOCKING, CONNECTION DETAILS, ETC ARCHITE �# DETAIL TAG. REFER TO PLAN FOR MORE ### INFORMATION O4 6X6 PRESSURE TREATED POST. TYPICAL THROUGHOUT S ALL POST FOOTING 3'-0" MINIMUM BELOW GRADE TO FROST LINE. SEE DETAIL 4/A-301 ALL NEW DECKBOARDS SHAI-L BE TREX ENHANCED NATURALS OR WHERE INSTALLED, ALL HANDRAILS SHALL RETURN TO POSTS AS # KEYNOTE TAG O APPROVED EQUAL. COLOR: ROCKY HARBOR. VERIFY WITH OWNER 11 SHOWN PRIOR TO PURCHASE 6 EXISTING DECK AREA= 192 S.F. 3 HANDRAIL DETAIL i �� NEW 6X6 PRESSURE TREATED POST WITH O PROPOSED DECK AREA=277 S.F. ®; CONCRETE FOOTING AND POST ANCHOR NET NEW DECK AREA=277 S.F. -192 S.F. =85 S.F. (TYPICAL). REFER TO DETAILS 3'-9" 2'-9" 19'-5" \ 19'-5" 10 r�fSC.Y�' Aa" 8_3 8 3 1 6 3 -_ I A-201 11y� �� 10 2 10 H D ` TYP.) A-100 I 1 PV 1 Ci��� -��"-'' /1 ( 2X10 RIM JOIST L __ _ - -- - - - - - - - - - - (2)2 BEAM r ao - - W W � 0 4 -- - - - - -- - - UJ ( Y ) --� z z z UJ 4 T P. -- -- - --------- - - - - -- 01 N/A 2/ID2/202 DOB FILING SET HN --- DECK o 0 0 - - -- - X ISSUE# REV# DATE DESCRIPTION By - - N (TYP.) 11 - - - - -- 277S.F.-TOTAL - ----- --- - -- --- N N N 2 �' A-201 o 5 g A-201 2X1 HD C0 2 3 _� (TYP.) A-100 1 - X10 STG - -- o_ O X N � DN R - - - - o o 2X10 STG C14 C ARCHITECT LAKESTREET BOOKYN, N1223 - - - - - ---- -- - --- - - - - ... X10 H Tel: (718) 915-0271 - -- - - e-mail: isegic@gmail.com 177 7 - - - - EXISTING 2X10 LEDGER GENERAL CONDITIONS: THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED HEREIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK REPRODUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IPJ YOUR TEMPORARY CUSTODY, IN CONFIDENCE, SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR I. INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR TO FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. O O i Client it MARINUCCI RESIDENCE 590 BAYBERRY LANE SOUTHOLD, NY 11971 Title EXISTING 1 FAMILY DWELLING EXISTING 1 FAMILY DWELLING F I RST' FLOOR DECK FRAMING (NO WORK) (NO WORK) PLANS Seal&Signature: Project No. 24-001 Date 01/21/24 O � � ` Date Released 01/21/24 C� jxer Scale: AS NOTED Approved By IS ft Drawn By IS/HN Sheet# PAGE# 1 FIRST FLOOR DECK PLAN FIRST FLOOR DECK FRAMING PLAN A-100�. 00 02 OF 06 SCALE: 1/4"=1'-0" 2 SCALE: 1/4"=1'-0" DEMOLITION LEGEND DEMOLITION KEYNOTES: I LINE INDICATES TO REMAIN 1 DASHED LINES INDICATES EXISTING DECK, GUARDRAILS, POSTS AND O STAIRS TO BE REMOVED. GENERAL CONTRACTOR TO REMOVE AND KEYNOTE TAG DISPOSE OF MATERIALS AS REQUIRED BY THE LOCAL AUTHORITY HOUSING JURISDICTION r j i ! 9 II P WI I i I r i I I 16 6"'_ R I I Ii u I I I I I I „ 'r E OF SOFFIT UNDERBID UNDERSIDE OF SOFFIT I i I i e I I I I , i I I a I I t i I I I 1 1 1 P I s _ _ __ _ -- --------- I � I � G j i f I R ------ ------F--------------- --------- il IN---------- � I I a I I I � 4 , 1 I I s C r ————————————— � -------------I� ----- { I -------- ---- �— ------------�I ICI ---- — I I ---------- y ------------- — t — —7 I 1 F— I -------- ---------- --u 8-9 TOP OF DECK u-- ------ IF==---_� --------- TOP OF DECK — TOP OF DECK �Tr �Tr — j w w II II I II II 1 II I I I I I II II i II II ' 2:_3" I I 2'_3" GRADE AT FOUNDATION WALr GRADE AT FOUNDATION WAL 01-01, II II II II "" "`" BASE DATUM AT GRADE BASE DATUM AT GRADE �JORTH EXISTING/DEMOLITION EXTERIOR ELEVATION 2 SOUTH EXISTING/DEMOLITION EXTERIOR ELEVATION 1 SCALE: 1/4 =1 -0 01 N/A 2/02/202 DOB FILING SET HN ISSUE# REV# DATE DESCRIPTION By I`VAN SEGIC, ARCHITECT 437 LAKE STREET - BROOKLYN, NY 11223 Tel: (718) 915-0271 e-mail: isegic@gmail.com GENERAL CONDITIONS: 16'-6" THE ACCOMPANYING DESIGNS, PLANS. DETAILS AND/OR SPECIFICATIONS. AND/OR THOSE CONTAINED UNDERSIDE OF SOFFIT HEREIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK REPRODUCED. FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE I , ; ! ! �, � � ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, j SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN THE CONTRACTOR ! I IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS p + BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER i I CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAIIJING NECESSARY DIMENSIONS OR INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR I I i TO FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS I g } OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. i s � i — = r === T - i, i i i ----_�----- - " ->- I---�-----_ � I I Client - ------ ----- - - „ „ - __-_--_ _____ --_- £_ MARINUCCI RESIDENCE 8 —9 1�I T r R !u 1 C u u ' TOP OF DECK --- :; r 590 BAYBERRY LANE r— �\1 E n— II OUTHOLD, NY 11971 II 1 \ II II II I I I I I I \ •� \���\�\7 l ���\ Title EXISTING DEMOLITION EXTERIOR �\��� ��� II II II � R\� � ������� ELEVATIONS y I Seal&Signature: II II II � • , Project No. 24-001 II II II � � III I I I I 0'-0" BASE DATUM AT GRADE Date 01/21/24 Date Released 01/21/24 Scale: AS NOTED to of (VEST EXISTING/DEMOLITION EXTERIOR ELEVATION " �, r ='�.: �sJ Approved By IS 3 SCALE: 1/4"=1'-0" Drawn By IS/HN Sheet# PAGE# A-200 . 00 03 OF 06 ELEVATION LEGEND ELEVATION KEYNOTES: DETAIL TAG. REFER TO PLAN FOR MORE INFORMATION NEW GUARDRAIL. KEY-LINK, AMERICAN SERIES IN TEXTURED O BRONZE OR APPROVED. BALUSTERS OR CABLE SHALL BE SPACED 0—\ SO THAT A 4"SPHERE CAN NOT PASS THROUGHKEYNOTE TAG IN THE EVENT OWNER ELECTS TO USE PRESSURE TREATED WOOD O GUARDRAILS AND BALUSTERS IN PLACE OF KEY-LINK SYSTEM, FOLLOW DETAILS ON SHEET A-300. ALL BALUSTERS AND/OR CABLES SHALL BE SPACED SO THAT A 4"SPHERE CAN NOT PASS THROUGH OEXISTING STEPPED BLOCK WALL TO REMAIN ONEW 6X6 PRESSURE TREATED POST AND FOOTING(TYPICAL) THE GENERAL CONTRACTOR SHALL EXCAVATE FOR NEW FOOTINGS 5 AS REQUIRED. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT ON WHEN TO CALL FOR INSPECTION PRIOR TO COMMENCEMENT OF WORK J ' I ! i 16-6 16'-6" l I i i UNDERSIDE OF SOFFIT 0-0 �' I I tl I a UNDERSIDE OF SOF FIT I BASE DATUM j k 1 2 i 1 2 i I i I I s I i A9 —,— I _ TOP OF GUARDRAIL TOP OF GUARDRAIL ----- _ — -- -- - - j �I I I - --- ---- --- --- ------ --- - - -- 4 --- ---- - -- - - - - - - ---- - --- I r i —— TOP OF DECK `r TOP OF DECK - -- I A-301 , ' A-301 LINE OF EXISTING GRADE 4 4 LINE OF EXISTING GRADE 3 2'-3" GRADE AT FOUNDATION WAL - r i 0. 01-01. r i GRADE AT YARD Y GRADE AT YARD �- �. . .�. --. ,.. .I, I I I I I I I I I I i t I I I I I I I I I I ! I I I I I i i t -3'-0" �. -3'-0" 4 BOTTOM OF FOOTING BOTTOM OF FOOTING _ L 4 _ -, A-301 A-301 1 PROPOSED NORTH DECK ELEVATION PROPOSED SOUTH DECK ELEVATION SCALE: 1/4"=1'-0" 2 01 N/A 2/02/202 DOB FILING SET JNISSUE# REV# DATE DESCRIPTION T^T IVAN SEGIC, ARCHITECT 437 LAKE STREET - BROOKLYN, NY 11223 Tel: (718) 915-0271 e-mail: isegic@gmail.com 1 2 GENERAL CONDITIONS: L THE ACCOMPANYING DESIGNS, PLANS. DETAILS AND/OR SPECIFICATIOfJS, AND/OR THOSE CONTAINED 16 j I g I HEREIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RI;HTS TO HAVE THIS WORK i # REPRODUCED. FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE UNDERSIDE OF SOFFIT ARCHITECT, THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, i I SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR I I ^ IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS I @ BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER l I q ¢ CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR P I p ! INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR p I TO FABRICATION OF SAID WORK. THE COIJTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS I i OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. I I F ^ I u i I : I TOP OF GUARDRAIL . .. -' - - .._... .. ..,.. o Ir Client =77 ¢ gg I MARINUCCI RESIDENCE TOP OF DECK — s , I -- -- --I i 590 BAYBERRY LANE -- --- - SOUTHOLD, NY 11971 4 Title PROPOSED DECK ELEVATIONS 0 2'-3" GRADE AT FOUNDATION WALL ON Seal&Signature: Project No. 24-001 o'-o" r , y'.'!TRf+rplA°.&^: .'4T.1E^.�.+ . _ .e^. ,. . -^"Y�,. GRADE AT YARD I I :I I „ -..:, .,_..:,..,. _, „, Date 01/21/24 � I I I I Date Released 01/21/24 I I I I I I I I I ((� •" �� -3'-0" I I I I 4 Scale: AS NOTED BOTTOM OF FOOTING L A-301 PROPOSED WEST DECK ELEVATION Approved By IS 3 SCALE: 1/4"=1'-0" NEB Drawn By IS/HN t Sheet# PAGE# A-201 . 00 04 OF 06 • Decking shall be per TABLE 1 and placed perpendicularly or at an angle tip to 45 degrees to the joists. overlapped joists bearing • Wood decking shall be attached per FIGURE 1. If installed Nvet, place decking with no gap so after drying (3)10d nails at joist overlap— at inside beams a 1/�-inch gap is created. • The use of hidden i':asteners and similar attachment devices is prohibited. mechanical connector or • Each decking member shall bear on a inininninl oftllrec joists or blocking between joists. hurricane clip each side overhanging or multi- of joist-overlap span continuous joists • Placement and attaclinient of plastic ceniposites shall be per manufacturer's instructions. (2)8d nails or(2)98 mechanical connector or 2x4, 2x6 or"five- screws at each joist hurricane clip,typical as shown quarter"board joists shall span to opposite edge of beam top of flush beam and joists shall be at same elevation • cad gaP ale FIGURE 10:JOIST-TO-BEAM CONNECTION FIGURE 1:TYPICAL DECKING 0 Mechanical connectors or hurricane clips shall have a minimum capacity of 100 pounds in both uplift TABLE 1: DECKING REQUIREMENTS AND MAXIMUM JOIST SPACING Material Type and Maximum Joist Spacing inches and lateral directions. Installation shall be per manufacturer's instructions. P 9 (inches) Nominal Size Angular Perpendicular • Multi-span joists are permitted to span continuously over a dropped interior Wood"five-quarter"board 12 16 beam with one mechanical connector or overlap with a mechanical connector at eacli joist. Wood 2x 4 or 2x6 16 24 Plastic composites. PVC per manufacturer per manufacturer TYPIC�►L DECKING DETAIL & NOTES TYPICAL JOIST TO BEAM CONNECTION 1 — NOT TO SCALE NOT TO SCALE exterior sheathing remove siding at ledger Through-bolts. Through-bolts shall have a minimum 1/2-inch diameter. Pilot holes for through-bolts shall be existing stud wall prior to installation 17/32 to 9/16 inches in diameter. Through-bolts must be equipped with washers at the bolt-head and nut. Bolts existing 2x or 1"minimum continuous flashing should be tightened six to 12 months after construction due to drying and wood shrinkage. EWP band board deck joist Expansion anchors. Expansion anchors shall be used only when attaching a ledger board to a concrete or solid floor joist masonry wall. The bolt or threaded rod of expansion anchors shall have a '/2-inch � a r _0 diameter minimum. Expansion anchors must be installed r r1lea 1•" diameter lag screws of through-bolts or?4' per manufachirer's instruuctions and shall be equipped with washers. approved wood screws Adhesive anchors. The adhesive anchors listed in TABLE 7 ���ith a minimum '/2-inch diameter tlu-eaded rod shall be used when attaching to concrete or solid or hollow masonry as shown in FIGURE 22. Anchors shall be foundation wall grd installed per manufacturer's instructions and shall be equipped with washers. Adhesive cartridges must remain LEDGER BOARD-TO-BAND BOARD ATTACHMENT on the iobsite for inspector verification. APPROVED ADHESIVE ANCHORS Manufacturer Product to resist corrosion and decay, Red Head Epcon A7 + this area should be caulked Hilti HY-70 edge distance per— Lag screws. Lag screws shall be hot-dipped galvanized or stainless steel with a 1/2-inch minimum diameter. manufacturer IL deck joist Lag screws shall be equipped with washers and installed in the sequence below. concrete or solid ,•. masonry wall 1z"diameter expansion 1. Drill a 1/2-inch diameter hole in the ledger board and a 5/16-inch diameter pilot-hole into the solid anchors with washers embedment distance connection material of the existing house. per manufacturer IT joist hanger 2. Insert the lag screw through the ledger board and into the pilot hole by turning. Do not drive with a • :• . � 2x ledger board hammer. Use soap or a wood-compatible lubricant as required to facilitate tightening. LEDGER BOARD-TO-SOLID FOUNDATION ATTACHMENT 3. Tighten each lag screw snugly, but do not over tighten so as to cause wood damage. to resist corrosion and decay, this area should be caulked ro 01 N/A )2/02/202z DOB FILING SET HN ISSUE# REV# DATE DESCRIPTION By edge distance per screw must penetrate beyond manufacturer deck joist 1Y"shank length must extend through band board a minimum of 3 " • d, — (no threads) existing band board hollow masonry a iz diameter approved wall adhesive anchors with LAG SCREW Lwashers embedment distance IVood screws. The wood screws with a 1/4-inch diameter may be used to attach to wood-framed per manufacturer joist hanger 8" block wall 2x ledger board attached to block construction. Wood screws shall have a sufficient length to fully penetrate the existing house band IVAN SEGIC, ARCHITECT minimum wall; attachment through brick board. Installation shall be in conformance with the manufacturer's instructions. 437 LAKE STREET BROOKLYN, NY 11223 veneer is prohibited Tel: (718) 915-0271 LEDGER BOARD-TO-HOLLOW FOUNDATION ATTACHMENT APPROVED WOOD SCREWS e-mail: isegic@gmail.com Manufacturer Product • Ledger boards shall l,,e attached to the existing house in accordance with the requirements herein. FastenMaster LedgerLOK GENERAL CONDITIONS: Compliance is critical to ensure the safety and structural stability of deck. Simpson Strong-Tie SDS Strong-Drive Screws THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED HEREIN. ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK • Ledger board depth sliall be greater than or equal to the depth of the deck joists. but not less than a 2x8. Simpson Strong-Tie SD`'VS Strong-Drive Screws REPRODUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE r ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR • The ledger board shall be attached in accordance with one of the conditions shown IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER • The existing band board sliall be eapabL of supporting the deck. If this cannot be verified or existing CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR TYPICAL SCREW DETAILS/NOTES INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR conditions differ from the details herein,then a free-standing deck or an engineered design is required. To FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS q A OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. • The top of the ledger board and top of the deck joists shall be at the same elevation. — NOT TO SCALE Client TYPIC�IL LEDGER BOARD ATTACHMENT DETAILS MARINUCCI RESIDENCE 3 NOT TO SCALE 6maximum 590 BAYBERRY LANE SOUTHOLD, NY 11971 TYPICAL DECK NOTES Title guard post — GENERAL DECK DETAILS 1. THESE TYPICAL DECK DETAILS AND NOTES ARE PROVIDED TO FACILITATE CONSTRUCTION OF DECKS CONSISTENT WITH BEST PRACTICE MEANS& METHODS. _ 2. LUMBER SHALL BE PRESERVATIVE-TREATED, SOUTHERN PINE, GRADE#2 OR BETTER. LUMBER NOT NATIVE TO NORTH AMERICA MAY BE USED AS DECKING ONLY; ITS USE IN GUARDS IS SHEET 01 O F 02 2x2 ballusters spaced U maximum attach guard cap to postPROHIBITED. p g p p 34"-38"(measured : , -� J10 such that a 4" diameter guard cap: 2x6, "five-quarter" board with(3)16d nails or from nosing of step I sphere cannot pass (3)#12 wood screws to top of stair provide blocking between stair 3. LUMBER IN CONTACT WITH THE GROUND SHALL BE RATED AS"GROUND-CONTACT." NOT ALL TREATED LUMBER IS RATED FOR GROUND CONTACT. Seal&Signature: Project No. 24-001 i guard) stringers and hold-down anchors 2x4 guard runners triangular opening shall not as shown at guard post locations: ° g o 4. CONCRETE IN FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, U.N.O. 4x4 posts fastened to guard post o permit the passage of a F" toe nail blocking with 10d nails Date 01/21/24 diameter sphere each side E with(2)8d nails or 5. NAILS SHALL BE THREADED, RING-SHANKED OR ANNULAR GROOVED. A 1/8" INCH PILOT HOLE SHALL BE USED AT TOE-NAILING LOCATIONS. E (2)#8 wood screws d sc FIGURE 41: STAIR GUARD �5 , E �\% Date Released 01/21/24 E Stair guards. Stair guards are required when the total rise of the stair is greater than 30 inches at a point 36 6. CARRIAGE-BOLTS MAY BE SUBSTITUTED WHERE THROUGH-BOLTS ARE SPECIFIED PROVIDED CARRIAGE-BOLT WASHERS(WITH SQUARE HOLES)ARE INSTALLED AT THE BOLT HEAD. w E <`1} m attach ballusters to guard inches fiom the edge of the stair. T. FASTENERS SHALL BE HOT-DIPPED GALVANIZED, STAINLESS STEEL OR APPROVED FOR USE WITH PRESERVATIVE-TREATED LUMBER. a' / r Scale: AS NOTED Stairs shall be constructed with the dimensions listed below. 9 runners with(1)#8 wood ° tread S. HARDWARE AND MECHANICAL CONNECTORS, E.G., JOIST HANGERS OR POST ANCHORS SHALL BE STAINLESS STEEL OR GALVANIZED WITH 1.85 OUNCES OF ZINC PER SQUARE FOOT C screw or(2)8d nails • The minimum width of a stairway is 36 inches. 9"min. r.,•, ,,• Approved By IS tread ( '�-4"diameter (rG-185 COATING). �" ;�, po • Treads,risers and nosing dimensions sliall not deviate - (2)',',"diameter throng 814" sphere shall �� le>!�.`�" bolts and washers °N p at each step by more than 3g inches. max not pass 9. FLASHING AT LEDGER BOARD CONNECTIONS SHALL BE COPPER(WITH COPPER NAILS ONLY), STAINLESS STEEL, UV RESISTANT PLASTIC OR GALVANIZED STEEL WITH A G-185 COATING. Drawn By IS/HN riser riser 2" min, to & bottom 10. PLASTIC COMPOSITES MATERIALS, COMPOSED OF BOUND WOOD AND PLASTIC FIBERS, MUST BEAR A LABEL INDICATING ITS COMPLIANCE WITH ASTM D 7032. PLASTIC COMPOSITE'S p 2x8 minimum 34"'114' LABEL AND INSTALLATION INSTRUCTIONS MUST BE AVAILABLE TO THE INSPECTOR. Sheet# PAGE# GUARD CONSTRUCTION nosing TREADSAND RISERS 11. PVC DECKING AND GUARDS ARE PERMITTED PROVIDED THEY HAVE A VALID EVALUATION REPORT FROM AN ACCREDITED LISTING AGENCY. INSTALLATION SHALL BE IN CONFORMANCE A_30 0 . 00 0 5 O F 06 G TYP I CA►L RAILING DETAILS �+ TYPICAL STAIR DETAILS WITH THE MANUFACTURER'S INSTRUCTIONS WHICH MUST BE AVAILABLE TO THE INSPECTOR. G NOT TO SCALE NOT TO SCALE V 12.THE USE OF OTHER MATERIALS AND PRODUCTS, OTHER THAN THOSE LISTED HEREIN, SHALL BE SUBMITTED APPROVED BY ARCHITECT PRIOR TO INSTALLATION. �,.. 1-4-2Y.," min. N -->2l2'min. I Q I I joist hanger with inside flanges I I beam two-ply (2),1''"diameter ( I in splice I I beam only through-bolts I I v beam must h I Q I @ I bear on notch notch post for flush beam bearing ;< M d N SECTION TYPICAL POST POST AT BEAM SPLICE NOTCHED 6x6 POST-TO-BEAM CONNECTION fasteners to ledger board or flush beam shall be hanger manufacturer's recommendation screws FIGURE 9:JOIST HANGERS two-orthree- Joist hanger depth, d, as shown in FIC'7t.JRE 9, shall be greater than ore equal to 60 percent of the joist ply beam � I g ' cl P' , J o depth. o o pre-manufactured post cap • The nianufactured Nvidth of the joist hanger shall accommodate the number of plies being carried. e 0 • Do not bend hanger flanges to acconiniodate field conditions. post • Joist hangers shall be fastened to the ledger board or flush beans using its nianufacturcr's recommended screNvs. All other fasteners are perinitted to be nails. POST CAP CONNECTION PROHIBITED CONNECTION • Use joist hangers with inside flanges «.-lien clearances to the edge of the beans or ledger board dictate. • Clip angles or brackets used to support fraiuing nienibers in lieu of joist hangers are prohibited. • Beanis shall be attached to 6x6 posts • 4x4 posts are prohibited from supporting three-ply beanis. TYPICAL JOIST HANGER DETAIL Beanis shall not be attached to the sides of an unnotched post 1 NOT TO SUL�E • Pre-manufactured post caps shall be specifically designed for tiro- oi-three-ply beanis and the post size used. Attachment sliall be per manufacturer's instructions. continuous blocking (between f rim joist ---_ ua overhanging joists only} joist hanger ,� __ 2 TYPICAL BEAM TO POST CONNECTION dropped outside ledger NOT TO SCALE beam joist board =f post f .l optlonal overhang joist Span IIN HN SINGLE SPAN DECK-JOISTS ATTACHED AT HOUSE WITH DROPPED BEAM 6x6 P.T.L. POSTEISSUE# /A 2/02TE DOB FILING SET By V# DATE DESCRIPTION By (TYPICAL) flush joist hanger joist hanger outside ,fir SIMPSON POST BASE beam GRADE ABA662 OR APPROVED - ...r_............., .. ......__, Li post led er BACKFILL AS EQUAL (GALVANIZED) joist board �i EXPANSION BOLT REQ D IVAN SEGIC ARCHITECT joistspan J occ 437 LAKE STREET- BROOKLYN, NY 11223 SINGLE SPAN DECK-JOISTS ATTACHED AT HOUSE WITH FLUSH BEAM "' �' w o � Tel: (718) 915-0271 e-mail: isegic@gmail.com continuous rim joi!3t joist-overlap /, O Q z m - ";;-• blocking(between ' /� z IAI ; joist hanger ;, GENERAL CONDITIONS: V,I overhanging joists only) , 12 DIA. ------ O 2500 PSI THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED HEREIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK CONCRETE FOOTING REPRODUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE dropped outside dropped M ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, beam Joist-2t inside JOISt-1' ledger—I SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR beam board % 4 MINIMUM IS PESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS post post / CRUSHED STONE OR GRAVEL BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINIPJG NECESSARY DIMENSIONS OR optional overhang joist-2 span joist-1 span / INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR p g p p COMPACTED SOIL FILL TO FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS /, OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. One continuous joist is permitted to span over the lop of the inside dropped beam with no overlap. w MULTI-SPAN DECK-JOISTS WITH DROPPED BEAMS Q Client flush joist hangeroutsid - MARI N UCCI RESIDENCE beam 590 BAYBERRY LANE \-joist-2 flush inside ledger SOUTHOLD, NY 11971 joist-1 beam board post 1P post TYPICAL SONOTUBE FOOTING Title joist-2 spanjoist-1 span 4 NOT To SCALE GENERAL DECK DETAILS MULTI-SPAN DECK-JOISTS WITH FLUSH BEAMS SHEET 02 OF 02 2x blocking between joists or continuous rim joist !j MITEK DTB—TZ TIE BRACKET Seal&Signature: Project No. 24-001 continuous n n n n rV,-+---blocking (between overhanging joists only)---•�-IVI rim joist ,n, IAI "" ------- BLOCKING F� s A Date 01/21/24 X RAIL dropped dropped—s = C) Date Released 01/21/24 outside joist outside post beam' beam) post j. IM JOISTS Scale: optlonaloverhang joistspan optlonaloverhang -'; MITEK DTB—TZ TIE BRACKET AS NOTED 3 Flush beams are permitted with freestanding decks when joists do not overhang. lil f 1J�ti 34� /Ct O.y,,,. .` Approved By IS F N 30ISTS WITH FREESTANDING DECKS Drawn By IS/HN • Joists spaced 16 inches on center to be supported at each end by a beam or ledger board. • At the house connection, joists bear on the attached ledger board. Joists on a free-standing deck do not connect to the house; instead bearing is provided by an additional beam located at or near the house wall. Sheet# PAGE# A-301 .00 06 OF 06 3 TYPICAL JOIST DETAILS 5 ALTERNATE GUARD POST DETAIL BETWEEN JOISTS NOT TO SCALE NOT TO SCALE