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HomeMy WebLinkAbout50592-Z .� r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE c 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 Flushin , NY 11355 To: reconstruct deck addition to existing single-family dwelling as applied for. At premises located at: 590 Bayberry Ln, Green port SCTM # 473889 Sec/Block/Lot# 52.-3-18 Pursuant to application dated 3/19/2024 and approved by the Building Inspector.. To expire on 10/25/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $388.50 CO-ADDITION TO DWELLING $100.00 Total: $488.50 Buil ing Inspector r � TOWN OF SOUTHOLD—BUILDING DEPARTMENT 4 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 ��t �:(r�e�r�sea�ltlt�alti6�ae a�l� r..° ov Date Received APPLICATION FOR BUILDING PERMIT a C E Q W, E , u For Office Use Only q MAR 20PJ PERMIT NO Building Inspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM# 1000- Project Address: 15 0 Phone#: ' Email: Mailing Address: CONTACT PERSON: Name: G I Mailing Address: a C 62 1-4 APA, !' L 00 6S Phone#: Email: �� DESIGN PROFESSIONAL INFORMATION: Name: Mail,inAddress: Phone#: �— �—O 2— ' Email: 'I S"M c-e—h6lmcar CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: 3( — ��— 335� Email: cl o a DESCRIPTION OF PROPOSED CON TRUCTION ❑New Structure ❑Addition WAIteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes o W�illexcess fill be removed from premises? ❑Yes VNo 1 "J PROPERTY INFORMATION Existing use of property: Intended use of property: ✓) Sl C ? I& Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): r „c( ❑Authorized Agent ❑Owner Signature of Applicant: � / �°' 4 c:,C` Date: '311$1 L f STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified In Suffolk County Commission Expires April 14,2 ,� 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 a itay of —&6w\c�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 From; sandra walia s@ndra,.,.wafia( 1 . ni Subject: print Date: Oct T',')-. Sandra walla sandra..,waliaftahoo.ccm -----Forwarded Message----- From:sandra walia<aaado,wa9g&yAko n> To:sandra walia<Zgadrg,wal ai Qy Pbg cG ,� Sent:Tuesday,September 22,2020,06:31:10 PM EDT Subject:survey to print land survey tt tC W9WNA .... 4 ar S"r ' P—Aac CoNstput S.REF 14 Y Scale; -1' FiC7t I 4-6" 0-0"Pipw OWNERS At }a. N*dCA^d ak f 1 a' E4 v. 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PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE rul r_A A A A A A 800369852 A ACRISSURE LLC D/B/A N 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:/M/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,INSUR°ANCE,FUND UNDERWRITMG VALIDATION NUMBER: 260160549 U-26.3 YOB« workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation 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 carrier 1 a.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 or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 800369852 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"la" 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 perjjir ,I certify that I am an authorized repteser native or licen5d d agent of the insurance carrier refererdced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. /1 3/13/2024 B Date Signed Y _ of insurance carriie is authorized representative or NYS Licensed nsed 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 Box 4B,4C or 58 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) III 1111111111111111111111111111111111111111111111111 DB 120.1 (12-21) SITE PLAN NOT TO SCALE WALSTEING (HOUSE) (N (HOUSE)SE) HOUSE MARINUCCI RESIDENCE (HOUSE) PROPERTY:590BAYBERRYLANE, SOUTHOLD, NY11971 - - - - - - - -N-5s ° 452U" W 145-0" - - - - - - � I t . t I b r I W i GENERAL NOTES SCOPE OF WORK i APPLICATION IS FILED FOR EXISTING EXTERIOR DECK REMOVAL AND NEW EXTERIOR DECK I I 1. THE GENERAL NOTES AND CONSTRUCTION DOCUMENTS HEREWITH 15. ALL EXISTING DISTURBED OR DAMAGED SURFACES(I.E. DRYWALL, 30. BOTH THE GENERAL CONTRACTOR AND, IF APPLICABLE, THE 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 85SF. SEE PLAN NOTE 6 ON A-100. ON THE JOB AT ALL TIMES. GENERAL CONTRACTORS SUPERINTENDENT /// CAREFULLY REVIEWED BY THE GENERAL CONTRACTOR AND ALL OF HIS REPAIRED, AS NECESSARY, TO MATCH EXISTING FINISHES. an SHALL N r ,r z SUB-CONTRACTORS. THE GENE:RALCONTRACTOR SHALL COORDINATE PENINGDAY. MILLWORKSHALL REMAIN ON SITE OSUPERINTM DATE OENDENT HALLREMANONSTANTIAL OSTEOTHE PROPERTY INFORMATION EACH SUBCONTRACTORS PARTICULAR WORK WITH ALL OTHER SUBCONTRACTOR'S WORK ASSOCIATED WITH THIS PROJECT.THE 16. AFTER COMPLETION OF CONSTRUCTION, ALL WORK AREAS SHALL BE COMPLETE WEEK FOLLOWING SUBSTANTIAL COMPLETION. I ° LEFT CLEAN AND FREE OF ANY PLASTER, PAINT SMEARS OR SPLATTERS, ADDRESS: 590 BAYBERRY LANE, SOUTHOLD, NY 11971 GENERAL CONTRACTOR SHALL SUPPLY THE SUBCONTRACTOR WITH I , AND THE BUILDING IS TO BE BROOM CLEANED. CONTRACTOR TO 31. ALL WORK IS TO CONFORM WITH DRAWINGS AND SPECIFICATIONS. BLOCK: 3 A COMPLETE SETS OF DRAWINGS. ANY CONFLICTS AND/OR DEBRIS, , DISCREPANCIES BETWEEN TRADES SHALL BE BROUGHT TO THE REMOVE AND DISPOSE OF ALL CONSTRUCTION WASTE 32. THE CONTRACTOR IS TO MAINTAIN A COMPLETE AND UP TO DATE SET PCL: 18 2 I � I 2 a ARCHITECT'S ATTENTION FOR RESOLUTION. MATERIALS, ETC AS REQUIRED BY THE LOCAL AUTHORITY HAVING OF DRAWINGS DRAWINGS ON THE JOB AT ALL TIMES INCLUDING THE SECT: 052 N i i n JURISDICTION.. DIST: 1000 CONTRACT DOCUMENTS AND SHOP DRAWINGS. D D 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL H.S. REF NO.: 12-50-48 z I I z CARRY WORKMEN'S COMPENSATION INSURANCE IN STATUTORY 17. COLD WEATHER CONSTRUCTION:THE GENERAL CONTRACTOR SHALL 33. THE CONTRACTOR SHALL COORDINATE ALL WORK AS REQUIRED FOR AREA: 27,550 S.F. AMOUNTS AS REQUIRED BY LAW; LIABILITY, BODILY INJURY, TAKE SPECIAL PRECAUTIONS AGAINST DAMAGE TO MATERIALS AND ANY AND ALL TRADES, INCLUDING THOSE WORKING FOR THE OWNER. - 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 NEW EXTENT PERMITTED BY LAW, THE GENERAL CONTRACTOR AND ALL OF THE ELEMENTS. THE GROUND SURFACES UNDER FOOTINGS SHALL BE REGULATIONS. To REPLACE EXISTING PROTECTED AGAINST FROST OR FREEZING. ARCHITECT: CLIENT: SURVEYOR: HIS SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE 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. EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, AND OMISSIONS CONFLICTS OR AMBIGUITIES IN AND BETWEEN THE PLANS, A r PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS, EMAIL: isegic@gmail.com j EXPENSES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE GIVEN A ONE(1)YEAR WARRANTY FROM THE DATE OF THE 590 BAYBERRY LANE, GREENPORT, NY DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK. IF SUCH NOTICE IS NOT FURNISHED THE ASSOCIATED WITH WITH THIS PROJEC T. 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 TANKIPOOLS I ARCHITECT/ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE 19. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF TOWN HALL ANNEX 54375 MAIN ROAD 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 I 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 I I PROTECTION LAWS. 37. REFER TO ALL OTHER PLANS INCLUDING ENGINEERING AND 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 N BUT NOT LIMITED TO THOSE LISTED IN THE CODE DATA PORTION OF THE 290TOWLDCHERRYWAY S . 5 6 4 5 ' 2 0 ' E 1 4 5 '-0"' APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO ENTIRE SET OF CONTRACT DOCUMENTS AND ACKNOWLEDGE ALL 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 SITE PLAN NOTE 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 WORK AT NO ADDITIONAL CHARGE TO OWNER. T-001.00 01 -ITLESHEET, GENERAL NOTES AND SITE PLAN OF SOUTHOLD BUILDING DEPARTMENT RECORDS SUBSTITUTIONS MUST SUBMITTED TO THE ARCHITECT FOR APPROVAL. -- -- -- - - -- - - 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 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF - - - - _ - - - - - CONTRACTOR. DRAWINGS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER A-200.00 03 EXISTING DEMOLITION EXTERIOR ELEVATIONS SITE PLAN LEGEND ALL TRADES AND MATERIALS,WHETHER UNDER THE CONTRACT OR 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL DRAWINGS. PROVIDED BY THE OWNER. A-201.00 .04 PROPOSED DECK ELEVATIONS MAKE ARRANGEMENTS FOR, OBTAIN, AND PAY FOR ALL PERMITS, TESTS, - - 21. INTERFERENCE: THE CONTRACTOR SHALL COORDINATE HIS WORK A-300.00 05 GENERAL DECK DETAILS SHEET 01 OF 02 INSPECTIONS, AND APPROVALS REQUIRED OR HIS PORTION OF WORK. •-•-- PROPERTY LINE EXISTING TO REMAIN ADJACENT PROPERTY LINE N.I.0 AREA NOT IN CONTRACT i 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 "� """""" " ( ) CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND INCLUDED IN THE BID,WHETHER BY CONTRACTOR'S SUBS OR OWNER'S 6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE STRUCTURAL MEMBERS BE AVOIDED. THE CONTRACTOR SHALL PROVIDE CONTRACTORS. RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ALL MANDATORY AN ALLOWANCE TO RELOCATED ANY EXISTING PLUMBING MAINS, HVAC INSPECTION & CERTIFICATE OF OCCUPANCY INFORMATION BUILDING INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT TO BE RUNS, BRANCH LINES OR ANY OTHER PION-STRUCTURAL ELEMENTS THAT MADE BY THE ARCHITECT OR ANY OF HIS ENGINEERS UPON ISSUANCE INTERFERE WITH THE PROPOSED LAYOUT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST INSPECTIONS FROM THE BUILDING DEPARTMENT. OF THE PERMIT. THE GENERAL CONTRACTOR MUST ENSURE THAT THE CONSTRUCTION MUST BE COMPLETED AND CERTIFICATE OF OCCUPANCY MUST BE OBTAINED WITHIN EIGHTEEN (18) INSPECTIONS PROCESS IS IN FULL COMPLIANCE WITH THE 22. SUBSTITUTIONS: PRODUCTS ANn .MATERIALS CALLED OUT BY TRADE MONTHS, OR THE PERMIT MAY NEED TO BE RENEWED. BUILDING PERMITS SHALL BE VISIBLY DISPLAYED AT THE REQUIREMENTS OF ALL CODES AND AGENCIES HAVING JURISDICTION. NAME AND/OR CATALOG NUMBERS ESTABLISH A STANDARD OF QUALITY, WORK SITE AND SHALL REMAIN VISIBLE UNTIL THE AUTHORIZED WORK HAS BEEN COMPLETED. APPEARANCE, PERFORMANCE AND DIMENSION. CONTRACTORS SHALL 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE BASE HIS PROPOSAL ON THOSE ITEMS AS THEY SHALL BE CONSIDERED WORK SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL INSPECTED .AND ACCEPTED BY THE BUILDING INSPECTOR. RESPONSIBLE TO BE AWARE OF ALL COMMENTS AND NOTES MADE BY AS A BASIS OF BIDDING. REQUESTS FOR SUBSTITUTION SHALL BE THE PERMIT HOLDER SHALL NOTIFY THE BUILDING INSPECTOR WHEN .ANY ELEMENT OF WORK DESCRIBED BELOW IS THE BUILDING OFFICIAL UPON THE PERMITTED, SIGNED AND SEALED SUBMITTED IN WRITING TO THE ARCHITECT/ENGINEER, DEMONSTRATING READY FOR INSPECTION. JOBSITE SET OF CONSTRUCTION DOCUMENTS, AND SHALL INCORPORATE THAT PRODUCT IS OF COMPARABLE AND BASIC DESIGN, CONSTRUCTION, ALL INFORMATION WITHIN THE APPLICABLE CONTRACTORS'SCOPE OF STANDARDS AND WARRANTIES, DIMENSIONS TO FIT WITHOUT CHANGE, THE FOLLOWING ELEMENTS OF THE CONSTRUCTION PROCESS SHALL BE INSPECTED,WHERE APPLICABLE: WORK. IT SHALL, AS WELL, BE THE RESPONSIBILITY OF THE GENERAL AND DOES NOT CAUSE EXTRA WORK TO OTHER TRADES. CONTRACTOR CONTRACTOR TO KEEP AN AS-BUILT SET OF CONSTRUCTION SHALL BE RESPONSIBLE FOR PROVIDING EQUALITY OF SUBSTITUTION: * FOOTING REINFORCEMENT OR PIER EXCAVATION PRIOR TO POUR; 01 N/A 72/02/2021 DOB FILING SET HN DOCUMENTS, AND TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES ARCHITECT/ENGINEER WILL, UNDER NO CIRCUMSTANCES, BE REQUIRED FOOTING KEYWAY WITH FOUNDATION WALL REINFORCEMENT; ISSUE# REV# DATE DESCRIPTION By I' MADE DUE TO FIELD DIRECTVES BY THE BUILDING INSPECTORS. AT TO PROVE SUCH ITEM IS OR IS NOT OF EQUAL QUALITY TO THE FOUNDATION BEFORE BACKFILL; SUBSTANTIAL COMPLETION V THE PROJECT, THE GENERAL SPECIFIED ITEM. ARCHITECT/ENGINEER EXPENSES INCURRED DUE TO * FRAMING, TIE DOWN/STRAPPING AND PLUMBING; CONTRACTOR SHALL DELIVER THE AS-BUILT SET OF DRAWINGS TO THE CONTRACTOR'S REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE UNDERGROUND PLUMBING; ARCHITECT,WITH ALL AUTHORIZED FIELD CHANGES CLEARLY INDICATED PAID BY CONTRACTOR. * PERIMETER INSULATION; IN RED INK OR PENCIL. * ROUGH ELECTRIC; * INSULATION AND CAULKING; 23. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THE ENTIRE * 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. ENERGY CODE COMPLIANCE; AND INDIVIDUALLY RESPONSIBLE FOR THE PROTECTION OF BUILDING CHANGE ORDERS FOR WORK DEPICTED ANYWHERE IN THE SET OF * A FINAL INSPECTION AFTER ALL WORK AUTHORIZED BY THE BUILDING PERMIT HAS BEEN COMPLETED OCCUPANTS FROM ALL HAZARDS ASSOCIATED WITH HIS PARTICULAR CONSTRUCTION DOCUMENTS SHALL NOT BE ALLOWED. IVAN SEGIC, ARCHITECT WORK. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL 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: (718) 915-0271 AWARE OF VARYING AVAILABILITY OF APPROPRIATE TIME WINDOWS. * 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. * PLUMBER'S AFFIDAVIT CONDITIONS, UNLESS OTHERWISE NOTED IN THE CONSTRUCTION 25. NO DEVIATIONS SHALL BE MADE FROM THE CONTRACT DOCUMENTS * MISCELLANEOUS CERTIFICATIONS AS REQUESTED BY PLANS EXAMINERS OR INSPECTORS GENERAL CONDITIONS: DOCUMENTS. ALL DIMENSIONS AND CONDITIONS SHOWN ON THE OR PRODUCT SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE 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 CONTAINEDDRAWINGS 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 THIS WORK ORDERING ANY MATERIAL OR COMMENCING WITH ANY WORK. REPRODUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED 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, SOLELY FOR YOUP IPJSPECTIION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR 10. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL THE MANUFACTURER'S RECOMMENDATIONS AND THE BEST PRACTICES S 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. THE OWNER/CONTRACTOR/DESIGN PROFESSIONAL IS RESPONSIBLE FOR ALL DRAINAGE AND STORM WATER ISSUES BUILDING RULES AND REGUILATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER ONS OR REQUIRED TO PROPERLY COMPLETE THE WORK OF HIS CONTRACT. NO AS PROVIDED BY CHAPTER 236 OF THE TOWN CODE. THE PERSON RESPONSIBLE FOR THIS SITE MUST CALL IN FOR INFORMATION A WHERE OWNN OR, SPECIFIED,PREVENT SHOULD NIeE CHECKEDRWITH THE IARCHIITECT, PRIOR CONTRACTOR SHALL ENDANGER THE WORK OF ANY OTHER 27. RECORD DRAWINGS: MAINTAIN A COMPLETE SET OF PRINTS FOR ALL INSPECTIONS LISTED ABOVE. TO FABRICATION OF SAID WORK, THE CONTRACTOR 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 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 CONTACT THE TOWN OF SOUTHOLD BUILDING DEPARTMENT AT (631) 765-1802 TO SCHEDULE YOUR INSPECTIONS. THEREFORE. ARCHITECT/ENGINEER UPON COMPLETION. CONTRACTOR SHALL STAMP PLEASE 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 SHALL BE DELIVERED TO THE OWNER SUFFICIENTLY IN ADVANCE TO TO RULES REGARDING BARRICADES, DELIVERIES, PARKING, WORK 590 BAYBERRY LANE ALLOW FOR REVIEW AND CORRECTION OR APPROVAL. PROCUREMENT HOURS, NOISE&BEHAVIOR. AND/OR FABRICATION SHALL NOT COMMENCE UNTIL SUBMITTALS ARE SOUTHOLD, NY 11971 REVIEWED AND APPROVED BY THE OWNER. THE ARCHITECT'S 29. GC SHALL COORDINATE HIS SCHEDULE WITH THOSE OF THE APPROVAL OF A SUBMITTAL THAT IS NOT IN CONFORMANCE WITH THE OWNER'S SEPARATE CONTRACT'S(IF ANY) INCLUDING: Title CONTRACT DOCUMENTS DOES NOT RELIEVE THE CONTRACTOR OF THE TITLESH E ET, 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 E=XPENSE 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 Seal&Signature: Project No. 24-001 EACH TIME A TEST IS COMPLETED. G. CAMERA INSTALLER Date 01/21/24 13. THE GENERAL CONTRACTOR,AND ALL APPLICABLE SUBCONTRACTORS SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS. THIS SHALL Date Released 01/21/24 APPLY EVEN TO THOSE STRUCTURAL MEMBERS NOT INDICATED IN THE �� , h t r CONSTRUCTION DOCUMENTS. Scale: AS NOTED i, \ . ; e. r 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. ��F NC�'� Drawn By IS/HN Sheet# PAGE# T-001 . 00 01 OF 06 I ! I 1 POST DECK/FRAMING NOTES DECK/FRAMING PLAN LEGEND DECK/FRAMING PLAN NOTES 1. ALL LUMBER TO BE PRESSURE TREATED 2. PROVIDE BRIDGING AT MIDSPAN OF ALL JOISTS DENOTES EXISTING BUILDING O EXISTING 2X10 LEDGER BOARD TO REMAIN O EXISTING CHIMNEY(BOILER/HWH) HANDRAIL 3. ATTACH LUMBER WITH GALVANIZED HANGERS, CONNECTORS, PLATES, ETC AS STRUCTURE TO REMAIN ALL FRAMING MEMBERS AND POSTS SHOWN ARE NEW UNLESS REQUIRED O O EXISTING CHIMNEY( FIREPLACE) 4. ALL NAILS TO BE GALVANIZED OR STAINLESS STEEL �2, OTHERWISE NOTED 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL WOOD AND METAL BLOCKING 0 EXIST. PARTITION TO REMAIN BALUSTER COLOR: O ALL WOOD SHALL BE PRESSURE TREATED REFER TO DETAIL SHEET A-300&A-301 FOR ALL TYPICAL DECK ROCKY HARBOR AS REQUIRED TO COMPLETE ALL INSTALLATIONS SHOWN ON ALL FRAMING, BLOCKING, CONNECTION DETAILS, ETC ARCHITECTURAL PLANS. WOOD BLOCKING SHALL BE PRESSURE TREATED e DETAIL TAG. REFER TO PLAN FOR MORE 4O 6X6 PRESSURE TREATED POST. TYPICAL THROUGHOUT 10 ALL POST FOOTING 3'-0" MINIMUM BELOW GRADE TO FROST LINE. ### INFORMATION SEE DETAIL 4/A-301 KEYNOTE TAG O ALL NEW DECKBOARDS SHALL BE TREX ENHANCED NATURALS OR 11 WHERE INSTALLED, ALL HANDRAILS SHALL RETURN TO POSTS AS t J-� APPROVED EQUAL. COLOR: ROCKY HARBOR. VERIFY WITH OWNER SHOWN PRIOR TO PURCHASE 6 EXISTING DECK AREA= 12 S.F. HANDRAIL DETAIL NEW 6X6 PRESSURE TREATED POST WITH PROPOSED DECK AREA=277 S.F. CONCRETE FOOTING AND POST ANCHOR NET NEW DECK AREA=277 S.F. - 192 S.F. =85 S.F. SCALE: 1-1/2"=1'-O" (TYPICAL). REFER TO DETAILS 3-9" 2'-9" 19'-5" 19'-5" Ile 3'-1" 3'-1" T-6" 8'-3" 8'-3" 1'-6" 3 10 3 A-201 2X10 HD ' (TYP.) A-100 I I 2X10 RIM JOIST Sl L (2)2 BEAM - - - - � � � 0 4 I ��I -- ------- - - --- --- --- ----------- - - . .. � � � o FILING SET HN --- -- --- - .-___. --- . -- .-- --- o 0 0 � ISSUE# REV# DATE DESCRIPTION By - - - - - - - DECK . .- . (TYP.) 11 - 277 S.F.-TOTAL - - - -- - N N N - -2 - - - - - _- v p = M p � M A-201 A-100 ❑ .- - 5 -6 - - -- - - - -- - 2X1 HD 2 3 0 1' A 201 co Q) ----tie (TYP.) I - - - - X10 STGCN - ' 19 DN R. N N N IVAN SEGIC, ARCHITECT 437 LAKE NY 11223 STREET • BROOKLYN, - - X10H Tel: (718) 915-0271 1 e-mail: isegic@gmail.com --- - - - - -77 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 APCHITECT. THESE DESIGNS HAVE BEEN PLACED IN 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 AI`ID REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS. AND ALL OTHER CLEARANCES. WHEPE JOB COND17IONS PREVENT OBTAINING NECESSARY DIMENSIONS OR 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 Client MARINUCCI RESIDENCE 590 BAYBERRY LANE SOUTHOLD, NY 11971 Title EXISTING 1 FAMILY DWELLING EXISTING 1 FAMILYDWELLING FIRST FLOOR DECK FRAMING (NO WORK) (NO WORK) PLANS Seal&Signature: Project No. 24-001 41 D ACl A Date 01/21/24 4ij Date Released 01/21/24 � 1z ,C) Scale: AS NOTED y f- Approved By IS Drawn By IS/HN Sheet# PAGE# 1 FIRST FLOOR DECK PLAN FIRST FLOOR DECK FRAMING PLAN A-100 . 00 02 OF 06 2 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" DEMOLITION LEGEND DEMOLITION KEYNOTES: LINE INDICATES TO REMAIN O DASHED LINES INDICATES EXISTING DECK, GUARDRAILS, POSTS AND STAIRS TO BE REMOVED. GENERAL CONTRACTOR TO REMOVE AND KEYNOTE TAG DISPOSE OF MATERIALS AS REQUIRED BY THE LOCAL AUTHORITY HOUSING JURISDICTION l n a f I III V I I �i I� I 1 1 16-6 I I I' I UND ERSIDE OF SOFFIT I I I I j I I '€ UNDERSIDE OF SOFF IT(DA I k I a I I I , I I I I I I I I , , �14 ( I I I I , i �a I -i- r I' q —)--------- ni ------ ------- ---- --- ---- -------- a� --------- -- r—r I� � ——I I I r— I I I I -- ——————————- — ----------- --------- II — —————— j f 1—r— � 't-I R i I I I 9 i ! 3 ------------ T_L---- --------- ---------11 F ---------- I — — I ------------- 8'-9ii 8„_9„ — ---- s I _9fi ' rr T ------ r 8 I TOP OF DECK TOP OF DECK — -- — ! ; a TOP OF DECK I I ' I --- ---------- ---------�--J I---7(1-------P F------� H-- ------- I II II II II I I I F=====_� I I I G�[ II I II II 7-3' GRADE AT FOUNDATION WAL I GRADE AT FOUNDATION WAL ______� I ', II II II II 01-01, 01 -01,. . .... . ........ .. _. ...,.,. .,.. .. . _ .. , ..., , .�� .o.. � .. .. BASE DATUM AT GRADE �,4r:'—,—,r— ... . _.„ .. . . .. ..... ... , BASE DATUM AT GRADE 1 NORTH EXISTING/DEMOLITION EXTERIOR ELEVATION 2 SOUTH EXISTING/DEMOLITION EXTERIOR ELEVATION SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" 01 N/A 2/02/202 DOB FILING SET HN ISSUE# REV# DATE DESCRIPTION By L IVAN SEGIC, ARCHITECT 437 LAKE STREET • BROOKLYN, NY 11223 Tel: (718) 915-0271 4 e-mail: isegic@gmail.com GENERAL CONDITIONS: 16-6" THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED UNDERSIDE OF SOFFIT HEP.EIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK i i „ � � E i � I I � i f q i' i, I I REPRODUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE 8 I ( 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 IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS BUILDING RULES AND REGULATIONS, INCLUDIMG BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER WHERE ONS OR INFORMATIONN S SH CONDITIONS OWNN OR FSPECII ED PREVENT HEYSHOULD NBE CHECKED ING RWITH THE IAARCHIITECT, PRIOR TO FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS I I 0 OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. - - ! -- g k i Client ILI ---- ---- T-- 9 --- r A—r-- — y b MARINUCCI RESIDENCE LJ o 0 590 BAYBERRY LANE 'FOP OF DECK _ J i --- -- ---------------- I --————————————————— ---------- --------, {� SOUTHOLD, NY 11971 ' I I I I I I Title � 1 I I I I I I 1 �� 1 EXISTING DEMOLITION EXTERIOR 0 ' ELEVATIONS Seal&Signature: Project No. 24 001 I I ` ` 0'-0" BASE DATUM AT GRADE Date 01/21/24 ARE Q �,!? Date Released 01/21/24 4 �c Scale: AS NOTED WEST EXISTING/DEMOLITION EXTERIOR ELEVATION Approved By IS 3 SCALE: 1/4"=V-0" ®� NE�y Drawn By IS/HN Sheet# PAGE# A-200. 00 03 OF 06 ELEVATION LEGEND ELEVATION KEYNOTES: # NEW GUARDRAIL. KEY-LINK, AMERICAN SERIES IN TEXTURED DETAIL TAG. REFER TO PLAN FOR MORE INFORMATION O BRONZE OR APPROVED. BALUSTERS OR CABLE SHALL BE SPACED SO THAT A 4"SPHERE CAN NOT PASS THROUGH KEYNOTE TAG O IN THE EVENT OWNER ELECTS TO USE PRESSURE TREATED WOOD 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 O4 NEW 6X6 PRESSURE TREATED POST AND FOOTING(TYPICAL) THE GENERAL CONTRACTOR SHALL EXCAVATE FOR NEW FOOTINGS OAS REQUIRED. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE TOWN OF SOUTHOLD BUILDING DEPARTMENT ON WHEN TO CALL FOR INSPECTION PRIOR TO COMMENCEMENT OF WORK i I I I . y I u 16'-6" 1 16'-6" I + s I 4 UNDERSIDE OF SOFFIT 0-0, UNDERSIDE OF SOFFIT I q BASE DATUM 9 C a I E yy o I 1 2 1 2 I I I I I , j i i �, -- -- - --=- — ----- TOP OF GUARDRAIL TOP OF GUARDRAIL - --�_--- - - -- -- c i a CD o ------ 8. _ - -- - - —_ TOP OF DECK TOP OF DECK ——11 y I , 2 2 I --.-- A-301 A-301 LINE OF EXISTING GRADE 4 '% ' ` 4 3 LINE OF EXISTING GRADE 2'-3" GRADE AT FOUNDATION WAL rUi 0. �-GRADE AT YARD GRADE AT YARD . -___ _-- ---_ -- i I I II II I I I ' II I I I I I I I I ! I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I I L J I -3'-0" -3'-0" I I 11 L__ 4 BOTTOM OF FOOTING BOTTOM OF FOOTING 4 A-301 A-301 F"ROPOSED NORTH DECK ELEVATION 2 PROPOSED SOUTH DECK ELEVATION 1 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" 01 N/A 2102/202 DOB FILING SET HN ISSUE# REV# DATE DESCRIPTION By IVAN SEGIC, ARCHITECT 437 LAKE STREET • BROOKLYN, NY 11223 Tel: (718) 915-0271 e-mail: isegic@gmail.com 1 2 GENERAL CONDITIONS: 16-6" THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED r l k ! I + HEREIN, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. ALL RIGHTS TO HAVE THIS WORK UNDERSIDE OF SOFFIT ( I I I € REPRODUCED, FABRICATED. CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE C 4 t 9 ARCHITECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, d I SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR u k IS RESPONSIBLE FOR CHIECMNG ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE. AS WELL AS w 9 I BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER I I i CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR TO FABRICATION OF SAID, WOPK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS I I OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. „ . . . s TOP OF GUARDRAIL �- Client __.. - -- _ — — — - �,.� .. _ ._._ _ P 4 MARINUCCI RESIDENCE 81 TOP OF DECK -- s 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 i GRADE AT YARD 1 I 1 I ate 01/21/24 I I I I I I I I I I I I Date Released 01/21/24 -3-0" 11 I I 1 BOTTOM OF FOOTING —— r ! it k1 Scale: AS NOTED A-301 PROPOSED WEST DECK ELEVATION . , . - Approved By IS 3 � N SCALE: 1/4"=1'-0" Drawn By IS/HN Sheet# PAGE# A-201 . 00 04 OF 06 • Decking shall be per TABI,F 1 and placed perpendicularly or at an angle up to 45 degrees to the joists. overlapped joists bearing • Wood docking shall be attached per FIGURE 1. If installed wet, lace decking with no a so after drying {3)10d nails at joist-overlapat inside beams ' g p' , P 5 gap D' g a 1'K-incli gap is created. • The use of hidden fasteners and similar attachment devices is prohibited. mechanical connector or hurricane clip each side • Each decking member shall bear on a niininnxni of three joists or blocking between joists. overhanging or multi- * joist overlap span continuous joists • Placement and attachment of plastic composites shall be per manufacturer's instructions. (2)8d nails or(2)#8 --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 �9No �g y yet� a FIGURE 10:JOIST-TO-BEAM CONNECTION FIGURE 1:TYPICAL DECKING 0 Xleclianical connectors or hurricane clips shall have a nunlniuln Capacity of 100 pounds in both uplift TABLE 1: DECKING REQUIREMENTS AND MA)QMUM JOIST SPACING Material Type and Maximum joist Spacing (inches) and lateral directions. Installation shall be per manufacturer's instructions. Nominal Size Angular Perpendicular • Multi-span joists are permitted to span continuously over a dropped interior Wood"fod 2x la4 or 2i- board 12 16x6 1 C 24 Wood 2x beam with one mechanical cori hector or overlap with a mechanical connector at eacli lolst. Plastic composites. PVC I per manufacturer per manufacturer TYPICAL DECKING DETAIL & NOTES TYPICAL JOIST TO BEAM CONNECTION 1 NOT TO SCALE 2 NOT TO SCALE exterior sheathing remove siding at ledger Through-bolts. Through-bolts shall have a minimum '/z-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 2K or 1"minimum- continuous flashing should be tightened six to 12 months aii,er construction due to drying and wood shrinkage. EWP band board lop 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 '/z-inch diameter minimum. Expansion anchors must be installed 12"diameter lag screws of N through-bolts or14' per manufacturer's instructions and shall be equipped with washers. approved wood screws Joist hanger Adhesive anchors. The adhesive anchors listed in TABLE 7 with a minimum 1/2-inch diameter threaded rod ., shall be used when attaching to concrete or solid or hollow masonry as shown in FIGURE 22. Anchors shall be foundation wall 2x ledger board installed per manufacturer's instructions and shall be equipped with washers. Adhesive cartridges must remain LEDGER BOARD-TO-BAND BOARD ATTACHMENT on the tobsite for inspector verification. APPROVED ADHESIVE ANCHORS Manufacturer Product to resist corrosion and decay, Red I-Icad Epcon A7 this area should be caulked Hilti HY-70 ° edge distance per T' Lab screws. Lag screws shall be hot-dipped galvanized or stainless steel with a 1/2-inch minimum diameter. manufacturer a deck joist Lag screws shall be equipped with washers and installed in the sequence below. concrete or solid . masor:rywall • . ?z"diameter expansion 1. Drill a 1/2-inch diameter hole in the ledger board and a 5/i6-inch diameter pilot-hole into the solid anchors with washers embedment distance ° ' ° connection material of the existing house. per manufacturer 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-coinpat.ible 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. i to resist corrosion and decay, this area should be caulked ' a ELJ7E# /A 2/02/202 DOB FILING SET HN edge cistance per ° screw must penetrate beyond V# DATE DESCRIPTION By manufacturer — deck joist 1i2"shank length must extend through band board a minimum of'1" (no threads) existing band board hollow masonry —�2'diameter approved wall adhesive anchors with LAG SCREW washers embedment distance �» Wood screi s. The wood screws with a 1/4-inch diameter may be used to attach to wood-framed per manufacturer joist hanger y p g IVAN SEGIC, ARCHITECT a° block wall) constriction. Woad screws shall have a sufficient length to fitll penetrate the existing house band r•- 2x ledger board attached to block 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) 915-0271APPROVED WOOD SCREWS e-mail: ise Ic mail.com LEDGER BOARD-TO-HOLLOW FOUNDATION ATTACHMENT g. @g Manufacturer Product • Ledger boards shall be attached to the existing house in accordance with the requirements herein. FastenIVlaster LedgerLOK FRAAL CONDITIONS: Compliance is critical to ensure the safety and structural stability of deck. Simpson Strong-Tie SDS Strong-Drive Screws CCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED • Ledger board depth shall be Treater than or equal to the depth of the deck joists. but not less than a 2x8. Simpson Strong-Tic SDWS Strong-Drive Screws , ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT, ALL RIGHTS TO HAVE THIS WORK b p I p J DUCED, FABRICATED, CONSTRUCTED AND/OR MANUFACTURED ARE RESERVED BY THE ECT. THESE DESIGNS HAVE BEEN PLACED IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, • The ledger board shall be attached iii accordance with one of the conditions shown Y FOR YOUR INSPECTION, AIJD/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR PONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE, AS WELL AS NG RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS. CORRIDORS, AND ALL OTHER The existing band board shall be capable of supporting the deck. If this cannot be verified or existing ANCES. WHERE JOB CONDITIOfJS PREVENT OBTAINING NECESSARY DIMENSIONS OR conditions differ from the details herein,then a free-standing deck or an engineered design is required. TYPICAL SCREW DETAILS/NOTES MATION AS SHOWN OR SPECIFIED. THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR BRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTIfJG SAME AT HIS XPENSE. 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. 4 NOT TO SCALE ClientMARINUCCI TYPICAIL LEDGER BOARD ATTACHMENT DETAILS RESIDENCE NOT TO SCALE s'maximum � 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. U maximum = 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 OF 02 2x2 ballusters spaced- attach guard cap to post 34"-38"(measured - o such that a 4" diameter guard cap: 2x6,"five-quarter" board with(3)16d nails or from nosing of step ( I o PROHIBITED. g 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 sphere cannot pass (3)#12 wood screws to top of stair provide blocking between stair „ „ guard) stringers and hold-down anchors ° . triangular opening as shown at guard post Nations; 4.CONCRETE IN FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI, U.N.O. 2x4 guard runners o g p g shall not 9 P 4x4 posts fastened to guard post o permit the passage of a 6" toe nail blocking with 10d nails F diameter sphere each side Date 01/21/24 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 FIGURE 41: STAIR GUARD � � i �`=,. "' \���``�". 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. cr a '_ o inches froni the edge of the stair. I a • The minimum widthofa stainvav is 36 inches. 9"min.ttach ballusters to guard 7.FASTENERS SHALL BE HOT-DIPPED GALVANIZED, STAINLESS STEEL OR APPROVED FOR USE WITH PRESERVATIVE-TREATED LUMBER. r 1 Scale: AS NOTED Stairs s e constructed dimensions below. runners with(1)#8 wood t0,ti Staihall be with the di listed screw or(2)8d nails tread 8.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 �^} O� tread ( *-4"diameter (G-185 COATING). �` '� Approved By IS (2)''"diameter throug '�' °O Treads,risers and nosing dimensions sliall not deviate 8ia" sphere shall 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/HIV bolts and washers 'N @ at each step by more than 3a inches. max not pass ( ) riser riser 2" min.top& bottom III 2x8 minimum 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 —► 3q' 1�q' LABEL AND INSTALLATION INSTRUCTIONS MUST BE AVAILABLE TO THE INSPECTOR. Sheet# PAGE# GUARD CONSTRUCTION nosing TREADSANDRISERS 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_300 , 00 05 O F 06 G TYPICAL RAILING DETAILS G TYPICAL STAIR DETAILS "ITH THE MANUFACTURER'S INSTRUCTIONS WHICH MUST BE AVAILABLE TO THE INSPECTOR. G 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. NOT TO SCALE i �2y2'min. �,j —� >2Y"min. ' Q I 1 joist hanger with inside flanges I I beam 1 two-ply (2)�,'diameter I I in splice I 1 beam only through-bolts I I v o beam must I 0 bear on notch 109 . notch post for flush a3j4, beam bearing a d a At 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 tAlo-or three- • Joist hanger depth, d, as shown in FIGURE,9, shall be greater than or equal to 60 percent of the joist ply beam 0 depth. o pre-manufactured o• The manufactured «vidth of the joist hanger shall acconimodate the numberpost cap of plies being carried. o • Do not bend hanger flames to acconiniodate field conditions. post • Joist hangers shall be fastened to thc ledger board or fltisll beans Using its inanufacturer's reconitnended screws. All other fasteners are perrllitted to be nails. POST CAP CONNECTION PROHIBITED CONNECTION • Use joist hangers -with inside flanges Avhen clearances to the edge of the beam or ledger board dictate. • Clip angles or brackets used to support fraining nlenlbers in lien of joist hangers are prohibited. • Beams shall be attached to 616 posts • 414 posts are prohibited froni supporting three-ply beans. TYPICAL JOIST HANGER DETAIL • Beanis shall not be attached to the sides of an unnotched post 1 NOT TO SCALE • Pre-manufactured post caps shall be specifically designed for t,,t!o- or three-ply beams and the post size used. Attachment shall be per manufacturer's instructions. continuous nY..—blocking (betvdeen r rim joist -- uu overhanging joists only) joist hanger f TYPICAL BEAM TO POST CONNECTION dropped outside ledger—I 2 NOT TO SCALE beam joist board f 4 post optional overhang joist span SINGLE SPAN DECK-JOISTS ATTACHED AT HOUSE WITH DROPPED BEAM EISSUE# /A 2/02/202 DOB FILING SET JB 6x6 P.T.L. POST V# DATE DESCRIPTION /' (TYPICAL) flush joist hanger joist hanger outside SIMPSON POST BASE beam GRADE ABA662 OR APPROVED \- Oat / EQUAL (GALVANIZED) p joist ledger f BACKFILL AS board REQ'D EXPANSION BOLT f w IVAN SEGIC, ARCHITECT � w joist span i J cn 437 LAKE STREET - BROOKLYN, NY 11223 SINGLE SPAN DECK-JOISTS ATTACHED AT HOUSE WITH FLUSH BEAM w' Tel: (718) 915-0271 z e-mail: ise is mail.com continuous rim joist joist-overlap' j; o Q z 9 @g blocking(between overhanging joists only) joist hanger—•- 12" DIA. GENERAL CONDITIONS: ------- o 0 2500 PSI THE ACCOMPANYING DESIGNS, PLANS, DETAILS AND/OR SPECIFICATIONS, AND/OR THOSE CONTAINED -dropped outside dropped '/ CONCRETE FOOTING 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 IN YOUR TEMPORARY CUSTODY, IN CONFIDENCE, beam Voist-21 inside Voist-11 ledger -, 4 MINIMUM SOLELY FOR YOUR INSPECTION, AND/OR MANUFACTURING OF THE WORK SHOWN. THE CONTRACTOR board r IS RESPONSIBLE FOR CHECKING ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AS W post post beam �� WELL AS p i p CRUSHED STONE OR GRAVEL BUILDING RULES AND REGULATIONS, INCLUDING BUILDING ELEVATORS, CORRIDORS, AND ALL OTHER CLEARANCES. WHERE JOB CONDITIONS PREVENT OBTAINING NECESSARY DIMENSIONS OR optional overhang joist-2 span joist-1 span INFORMATION AS SHOWN OR SPECIFIED, THEY SHOULD BE CHECKED WITH THE ARCHITECT, PRIOR COMPACTED SOIL FILL TO FABRICATION OF SAID WORK. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING SAME AT HIS One continuous joist is permitted to span over the top of the inside dropped beam with no overlap. f w OWN EXPENSE. THE USE OF THESE DESIGNS FOR ANY OTHER PURPOSE IS UNAUTHORIZED. MULTI-SPAN DECK-JOISTS WITH DROPPED BEAMS Q Client 12" flush joist hanger MARINUCCI RESIDENCE outside jx�beam 590 BAYBERRY LANE \-joist-2 joist-1 g ,� post beam board flush inside ledger SOUTHOLD, NY 11971 post--= TYPICAL SONOTUBE FOOTING Title joist-2 span joist-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 �/ MITEK DTB—TZ TIE BRACKET Seal&Signature: Project No. 24-001 continuous nn i i rut - ,A78—blocking (between overhanging Joists only)--�-,vl p Date 01/21/24 rim joist � ,,,, iAi li n it n ------ L.L __--___ ,, BLOCKING dropped dropped % outside joist outside Gj 1 ,I post beam' beam' post p �\ �\ �M;. � �� Date Released 01/21/24 IM JOISTS � — .. t Scale: AS NOTED optional overhang joist span optional overhang •'� MITEK DTB—TZ TIE BRACKET t t Flush beams are permitted with freestanding decks when joists do not overhang. �� 3 y0` Approved By IS JOISTS WITH FREESTANDING DECKS OF PdE� + " 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# TYPICAL JOIST DETAILS ALTERNATE GUARD POST DETAIL BETWEEN JOISTS A-301 .00 06 OF 06 3 NOT TO SCALE 5 NOT TO SCALE