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HomeMy WebLinkAbout48764-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48764 Date: 1/19/2023 Permission is hereby granted to: TG3 Holdings LLC 4 Monroe Ave Larchmont, NY 10538 To: Construct deck and porch alterations and new windows / doors at existing single family dwelling as applied for. 11 At premises located at: 1 Mulford Ct, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-1.6 Pursuant to application dated 12/14/2022 and approved by the Building Inspector. To expire on 7/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $940.40 CO-ALTERATION TO DWELLING $50.00 Total: $990.40 Building Inspector rr TOWN OF SOUTHOLD—BUILDING DEPARTMENT R , Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htt :/4w'w.� holdto%ynp ,.)v Date Received APPLICATION L PERMIT For Office Use Only LR PERMIT N0. Building lrnspector. [)EC 1 2022 Applications and forms must be filled out in their entirety. Incomplete BUILDING applications will not be accepted. Where the Applicant is not the owner,an TOWNOF Owner's Authorization form(Page 2)shall be completed. Date:10/11/22 OWNER(S)OF PROPERTY: Name:Timothy Quinn scTM#1000-14-2-1.6 Project Address: 1 Mulford Court, Orient Point, NY 11957 Phone#:717-575-8118 1Email:tcquinn@gmail.com Mailing Address:1 Mulford Court, Orient Point, NY 11957 CONTACT PERSON: Name:Brant Reiner Mailing Address:70 Maxess Road, Melvill, NY 11747 Phone#:631-427-5665 Email:breiner@nelsnpope.com DESIGN PROFESSIONAL INFORMATION: Name:Ricardo Romo-Leroux Mailing Address:155 Jermain Avenue, Sag Harbor, NY 11963 Phone#:917-957-2036 Email:ricky_romo@yahoo.com CONTRACTOR INFORMATION: Name:TWO STORIES WOODWORKING, LLC Mailing Address:2235 South Harbor Road Southold, NY 11971 Phone#:(631) 335-9363 1Email: DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes 9N 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ONO IF YES, PROVIDE A COPY. W'' Check Ir ox.After Readlllr1g: 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): Brant Reiner (NPV) I@Authorized Agent ❑Owner g pp Signature of Applicant: Date: 10/17/2022 Ashley I_C Mercizyn STATE OF NEW YORK) Notary Nob0 1 007ew York SS: Qualified in Suffolk County COUNTY OF Suffolk ) Term Expires August 18, 2P-'Z Brant Reiner (NPV) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of f/c-,�06e V- ,20"2,9- 0 � Notary Public PROPER°II E UTlIHORII „I,,,'ll�„�iN (Where the applicant is not the owner) Timothy Quinn residing at 4 Monroe Ave., Larchmont, NY 10538 I, do hereby authorize Nelson Pope Voorhis to apply on m behalf to the Town of Southold BtAilding Department for approval as described herein. 10/14/2022 Owner's Signature Date Timothy Quinn Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Timothy Quinn residing at 1 Mulford Court, Orient, (Print property owner's name) (Mailing Address) NY, 11957, Town of Southold do hereby authorize Brant Reiner (Agent) to apply on my behalf to the Southold Building Department. t . S Sig t lu��'e) (Date) Timothy Quinn (Print Owner's Name) DATE(MM/DD/YYYY) ACCPREP CERTIFICATE OF LIABILITY INSURANCE 11/18/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER N Tom Murray JSM Brokerage Inc. PHONE (631)765-2777 (631)765-2776 15400 Main Road ADDRESS, tmurr'a smbrokera e.com INSURERS AFFORDING COVERAGE NAIL# Mattituck NY 11952 INSURER A; PENNSYLVANIA LUMBERMENS MUT INS 14974 INSURED INSURER B; TRAVELERS INSURANCE CO.OF AMERICA Two Stories Woodworking LLC INSURER C; --- 2235 South Harbor Road INSURER D: ____ •••� INSURER E: SOUTHOLD NY 11971 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR POLICY EF OL EXP LIMITS TYPE OF INSURANCE POLICY NUMBER MMVD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES(Ea occurrence $ 100,000 MED EXP(Any oneperson) $ 5,000 A 31-T294-01-22 06/03/2022 06/03/2023 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accddeVi ^...... ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS - ••• HIRED NON-OWNED PROPERTYOAMAGE $ AUTOS ONLY AUTOS ONLY Per accident), UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 5,000,000 A X.,EXCESS LIAB CLAIMS-MADE 31-T294-02-22 06/03/2022 06/03/2023 AGGREGATE $ 5,000,000 DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ORTH YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ 1,000.,000 B OFFICER/MEMBER EXCLUDED? N/A 000W233045 09/28/2022 09/28/2023 e, (Mandatory In NH) E1 DISEASE EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below 171-DISEASE POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CONFIRMATION OF COVERAGE CERTIFICATEHOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CONFIRMATION OF COVERAGE ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (718) 767-9226 Two Stories Woodworking LLC 2235 South Harbor Road lc.NYS Unemployment Insurance Employer Southold, NY 11971 Registration Number of Insured Work Location of Insured(Only required if coverage is speciftcally ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, i.e., a Wrap-Up Policy) 47-4075958 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Travelers Insurance Company of America CONFIRMATION OF COVERAGE 3b.Policy Number of entity listed in box°°la" 000W233045 3c. Policy effective period 09/28/2022 to 09/28/2023 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid far one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c", whichever,is,earlier.. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Thomas Murra (Print name of authorized representative or licensed agent of insurance carrier) Approved by:.. 09128/2022 (Signature) (Date) Title: Account Executive Telephone Number of authorized representative or licensed agent of insurance carrier: (718)-767-9226 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse r~ pro... `YO workers' CERTIFICATE OF INSURANCE COVERAGE STATE j Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured TWO STORIES WOODWORKWG LLC (631)335-9363 2235 SOUTH HARBOR ROAD SOUTHOLD,NY 11971 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) 47-4075958 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 CONFIRMATION OF COVR AGE 3b.Policy Number of Entity Listed in Box"1 a" 222638-000 3c.Policy effective period 11/21/2022 to 12/31/2023 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits.. E] B.Disability benefits only. E] 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. I Date Signed 11/21/2022 By 0 4f (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 46,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be 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 4C or 513 of Part 1 has 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 with respect to all of his/her 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 (10-17) 111 IIIP111°°1°1°1°°°°°!1"111111111°111111111 CGenerated by REScheck-Web Software �J( Compliance Cer f cat Project 1 Mulford Court Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1 Mulford Court 1 Mulford Court Richard Romo-Leroux Orient, New York 11957 Orient, New York 11957 RRL Architecture and Design, PLLC 154 Grand Street New York, New York 10013 917-957-2036 ricky_romo@yahoo.com SWb-on-•grade tradeoffs are no hanger considered in the UA or peufoirrrrance compllance path in RESdheck. Each slab-on-grade assembly in the specified climate zone must irneet the minimum energy code iinsu�ation R-vaVue and depth requirements.. Envel�ope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Patched AGWs: Wood Frame, 16" o.c. 336 21.0 0.0 0.057 0.060 19 20 Windows:Vinyl Frame 667 0.320 0.320 213 213 SHGC: 0.40 Glass Doors: Glass Door(over 50%glazing) 249 0.320 0.320 80 80 SHGC: 0.40 Basement Sliders; Glass Door(over 50%glazing) 74 0.320 0.320 24 24 SHGC: 0.40 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 11/28/2022 Name-Title Signature Date Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 1 of 8 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section lana Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings an d ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. .. ..._.......................... ............................. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impart(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 2 of 8 Section # Foundation Inspection Complies? Comments/Assumptions & Req.I .............. 303.2 �2.1 A protective covering is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403. ....�..._. ...__._._... �. _... 9 Snow-and ice-melting system controls, Exception: Requirement is not applicable. [FO12]2 'installed. ❑Does Not U ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �1 I�rgka l p (Tier 1) 2 Medium Imp �t(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 3 of 8 lans Verified Fie.-_ _ _...�........m Section Pld Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Glazing LI-factor(area-weighted U U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, [:]Not Not Observable [FR2]1 ❑Not Applicable a1f 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not 101 with the NFRC test procedure or taken from the default table. []Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ..............._ ..... 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. .... .................................. 403.3.2 Ducts, air handlers and filter ❑Complies Exception: Requirement is [FR13]1 boxes are sealed with ❑Does Not not applicable. joints/seams compliant with International Mechanical Code or [-]Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 ...._..._...�..�.. ..._... __._........._..__.._._�. .. __ � -.�. .� HVAC piping conveying fluids R- R- ❑Complies Exception: Requirement is [FR17]2 above 105 °F or chilled fluids ❑Does Not not applicable. 9 below 55 °F are insulated to>_R- ❑ 3 Not Observable ❑Not Applicable _._..-..-.__ _ ..___ .�. �-� .... ....... 403.4.1 Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 piping. ❑Does Not not applicable. 1° ❑Not Observable ❑Not Applicable _.___._ ....�..___..� ...... _................... 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Exception: Requirement is [FR18]2 >_R-3. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable ms403.6 Automatic or gravity dampers are ❑Com lies Requirement will be met. [FR 19]z installed on all outdoor air ❑Does Not intakes and exhausts, ❑Not Observable ❑Not Applicable pact(Tier 1) 2 'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 4 of 8 Additional Comments/Assumptions: ITl Hi+ h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 5 of 8 Section Verified # Insulation Inspection Value Value Complies,- --------------------- Comments/Assumptions Plans Venfie Fie 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not o provided. [-]Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation ,, requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable - 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: g mpact(Tier 1) __ 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID _....... ......m 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _....... _�..,. _. ._. __.............._. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable ......................................._.._........ --.....�......._......�._m . _.�.... .....-.. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 [ Complies Exception: Requirement is [F12711 determine air leakage with ft2 ft2 []Does Not not applicable. either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. [043]3.4 Duct 100 ft2 across re system of< 4 Yft cfm/100 ft cfm/100 ❑❑Domplies Not E t Exception: Requirement is 1 2 z applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Corrmplies Exception: Requirement is [F12411 by manufacturer at<=2%of ❑Does Not not applicable. design air flow. ❑Not Observable ❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies Exception: Requirement is [Fl 9]2 installed for control of primary []Does Not not applicable. heating and cooling systems and initially set by manufacturer to []Not Observable code specif'i'cations. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is :[Fl 1012 p on heat pumps. ❑ tDoes Notapplicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water OComplies _ Exception: : equirement is [FI11]2 systems have automatic or ❑ not Does Notapplicable. accessible manual controls. ❑Not Observable ❑Not Applicable ............_._.-....� _� .. ........__ 403.6.1 All mechanical ventilation system ❑Complies Exception: Requirement is [F125]2 fans not part of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [F126]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor []Not Applicable temperature. 1 pHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 7 of 8 Section Plans Verified Field Verified m # Final Inspection Provisions Coplies? Comments/Assumptions Value & Req.ID Value 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ----------- �, _........ 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Dr �.. _.�. ._._m�_� ... ._....... ain water heat recovery units ❑Complies Exception Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ." .....❑Complies ...,.. Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not not applicable. ❑Not Observable []Not Applicable 4. � _•_ __ ........� m,„�.�..�.� ,�_..�_ ......... 01.3 Compliance certificate posted. []Complies Requirement will be met. [F17]2 []Does Not []Not Observable []Not Applicable ..._ ....... ............. ...................... 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating []Does Not systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: ..... .._...� 1 High Imftact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court Report date: 11/28/22 Data filename: Page 8 of 8 2018 IECC Energy Efficiency Certificate NJ Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Window 0.32 0.40 Door 0.32 0.40 Heating System: Cooling System• Water Heater:. Name: Date: Comments OE Scott A. STOWWWATIER SUPERVISO ai 'ji — MANAA G 1EAA1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 ^ d 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town ofSouthold�"� ``'"^�.,,. �,- ✓ CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) �. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) " NAME: Date. r3 �Z I�o�an°p�i.gred " � Contact Information: /var's� . I ,� y„ �s �-�� � C' rs � A� V_ IL-Mail Telephone Number) Property Address / Location of Construction Site: C) S.C.T.M. 1000 __.......��- , _District m.m._......... ...... __... Section Block Lot _.• _ - TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ❑ - Area of Disturbance is less than I Acre, No S.RD.L S. P rmilis Retired l ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildrn Permit. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold r,! Town's MS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S P.D.E.S. Permit through the Southold Town EnQineeri�artment Prior to Issuance of a Building_Permit, Reviewed By: Date: �F'(1RM CVIf'P-T(1C (lrFnha� ....._....... ........ - _. ._. .-.. _.. ._ ..._.._....,,,,, ,. ..e. .. . .._.,- _�_.,.,.. .-._ _._ $ - go l 4 NOTES o LEGENDS S 1 MULFORD CT 1 MULFORD CT ORIENT, NY 11957 APPROVETAS NOTED SCTM # 1000-14-2-1.6 NOTIFY BUILDING,DEPARTMENTAT 631765.1802 BAM TO 4PM FOR THC GENERAL CONSTRUCTION NOTES FASTENING SCHEDULE FOLLOWING INSPECTIONS: 1. All construction shall conform to the 2021 International Residential Code 10, BASEMENTS,each sleeping rooms in basement BASED ON TABLE 1. FOUNDATION•TWO REQUIRED with amendmentsNAILING SCHEDULE FOR POURED CONCRETE IRC 2015 by New York State. and every sleeping room shall have at least one Code books Included but not limited but not limited to: openable emergency escape as follows: Sill height of not more than 44 inches above the floor. 3" INSULATIONRAMING 8 PLUM8INQ 2027 International- Residential Code;Building Code; A Minimum net clear opening of 5.7 square feet. TABLE R302.6 Energy Con.amrvation Construction Code; Plumbing'code;Fire code; MIN. UNIFORMLY DISTRIBUTED L.L. Mechanical code;Fuel gas code;Existing building code;Property maintenance code Except grade floor openings shall have a minimum net clear DWELLING-GARAGE SEPARATION DESCRIPTION NUMBER AND R FINAL•CONSTRUCTION MUST ALL CODES shall supersede the drawings and shall be Incorporated Into the opening of 5 square feet. SE-PARAT10N MATCRIAL USE OF FASTENER SPACING AND LIVE LOCATION 8E COMPLETE FOR C.O. drawings WHETHER, they are Indicated an the Plans or NOT. B. Minimum net clear opening height shall be 24 inches. LOAD ALL•CONSTRUCTION SHALL MEET TH` C. Minimum net dear opening width shall be 20". FROM THE RESIDENCE AND ATTICS NOT LESS THAN 112'-INCH GYPSUM OR Uninhabitable attics without storage 10 ROOF FRAMING REQUIREMENTS OFTHE CODES OF NEW D. emergency escape and rescue openings shall be operational EQUIVALENT TO THE GARAGE SIDE 4-8d'BOX OR 2. Additional reference standards utilized: Uninhabitable attics with limited storage 20 'I BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE (2 112') EACH RAFTER,TOE NAIL YORK STATE. NOT RESPONSIBLE FOR AMERICAN FOREST&PAPER ASSOCIATION from fire inside of the room without use of keys or tools. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5I$'-INCH TYPE X GYPSUM 4-ed COMMON Wood Frame Construction Manual for one and two family dwellings BOARD Habitable attics&attics served with fixed stair 30 2 CEILING JOISTS TO TOP PLATE 4-$d BOX (2-112")OR DESIGN OR CONSTRUCTION ERRORS 11. STAIR HANDRAIL:Provide Handrail on at least one side of each 3- d C MM© EACH Jotsr,TOENAIL 14q MPH 2i121 Edition.Prescriptive and engineered methods. STRUCTURE(S)SUPPORTING FLOaRICEtuNG ASSEMBLIES NOT LESS THAN 112'-INCH GYPSUM BOARD Bakonfes exterl and decks CEILING J015TS NOTATTACHED TO PARALLEL Continuous nun of treads or flight with FOUR OR MORE RISERS. USED FOR SEPARATION REQUIRED BY IRC-R302.6 { 40 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(S) EACH LAP 3. Written Dimensions take precedence over scaled dimensions Handrail Height measured above stair tread nosing,shall not be less than Fire escapes CEILING JOISTS ATTACHED TO PARALLEL 34 Inches and not more than 381nches. All Handrails shall be continuous GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112"INCH GYPSUM BOARD 40 RAFTER HEEL JOIN TABLE R802.5.1(S) EACH LAP APPLIED TO THE INTERIOR SIDE OF 4. The contractor prior to the start of construction shall verify all ru the full length of the stair from a point directly above the top riser of a flight DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA Guards and Handrails 200 5 COLLAR TIES -1 BOX (',,',' OR p -1 2 I E RAP 3.10d COMMON FACE NAIL TO EACH RAFTER dimensions,existing or new and be responsible for field fit. to a point directly above the lowest riser of the flight.Handrails adjacent to Guard In-fill components 5D a wall shall have a space of not be less than 1-1/2 inches between the wall 6 RAFTER TO TOP PLATE 3.10d COMMON OR 2 TOE NAILS ON ONE SIDE AND and the handrail.see IRC code for exceptions.Refer to OPENINGS 1N GARAGE WALLS SHALL COMPLY WTrH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY passenger vehicle garages 50 4-10d BOX t TOE NAILS ON OPPOSITE SIDE 5. The mechanical systems,electrica'1 systems,plumbing systems IRC Code for grip sizes specifications. p WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE OF EACH RAFTER OR TRUSS and solar energy Systems, Shall be Installed in accordance under g p p PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL Rooms other than sleeping rooms 40 latest State approved Building Codes. All systems are to be designed, VALLEY OR HIP 3 floor surfaces located more than 30 inches Sleeping rooms 30 7 ROOF RAFTERS TO RIDGE, 4-110d OR COMMON installed,sfsecified by the general contractors; HVAC, 12. GUARDS:Porches,balconies or raised TOE NAIL electrical or,plumbing sub-contractors,Electrical certificates are to above the floor or grade below shall have a railing not less than 35 Inches -in height. Railings shall have Top rails and Balusters and Bottom rails that are Storrs a0 3-166d d BOX 2 16d COMMOR ON END NAIL NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed be provided the electrical contractor. S. All New Footings shall bear on Virgin,undisturbed soil with an assumed by the riser,tread and bottom rail of the Guard rail at the open side of a stairway WALL FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through. TABLE R301.2.1.2 NYS IRC Windborne Debris protection 16d COMMON bearing capacity of 2000 pounds per square Foot. All Footings shall be l� p � g • 3fi"below grade Minimum.It shall be the responsibility of the generaP Open sides of stairs with a total rise of more than 30 inches above the floor or 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL Fastening Schedule for wood structural panels ALLOWABLE DEFELECTION OF ALLOWABLE contractor to verify the depth of all existing footings disturbed by construction, grade below shall have guards not less than 34 inches In height measured STRUCTURAL MEMBERS DEFLECTION 9 STUD T STUD AND ACORNS STUDS AT 0 16"O.C. FACE NAIL vertically from the easing of the treads. Fastener Panel Span Panel Span Panel Span INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.1COMM6z' Where the building offelal determines that in-place soils with an allowable Type Less than or less than or less than or Rattan having stapes chedterthan 3112 with 10 BUILT uP HEADER " 16 O.C. FACE NAIL ALONG EDGES 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window no finished veiling attached to rafters U180 38d x 0.162" bearing capacity of less than 1,5�psi are likely to be present at the site, equal to 4 feet equal to 6 feet equal to 8 feet 11 CONTINUOUS HEADER TO STUD 5-6d BOX(2-112"xo.113") TOE NAIL the allowable bearing capacity shall be determined by a soils investigation. opening is located LESS than 24 inches above the finished floor and GREATER interior walls and partitions H11$0 1OR 4-8d COMMON than 72 inches above the finished grade or other surface below on the exterior No 8 Wood screw Aso 16d BOX(3.11T x 0.162) 16"O.C.FACE NAIL 0 of the bull'din the window must be provided with a window openingcontrol device Floors and callings 12 TOP PLATE TO TOP PLATE 7. Cast-in-pleb concrete shall be air entrained;5/�<7%total air g� p based anchor with 16 inches 10 inches 8 Inches DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH content by volume and have an ultimate compressive strength at that compiles with IRC R312.2.2.Window Opening Control Devices. 2 inch embedment on center on center on center All other sbuctural mernebers �40 SIESMIC BRACED WALL LINE SPACING s 25 $-16d COMMON OR FACE NAiL ON EACH SiDE OF END 28 days of 3000 psi. Except exposed slabs,garage slabs and steps lee ht 13 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) 14. No backfill shall be placed against the foundation walls g Extar�r wens with stucco finish H1360 shall be 35 q0 psi. All work shall be in accordance with the 2015 g � DOUBLE TOP PLATE SPLICE SDCs A-02 WITH 12-164(3.112"x 0.135) FACE NAiL ON EACH SIDE OF END International building code and NYS amendments. - Until the first floor framing Is In p nt lace or brace the foundation No 10 Wood screw Exterior waft-wind loadslbrittfe finishes U240 SIESMIC BRACED WALL LINE SPACING>2S JOIST)MIN 24-LAP SPLICE LENGTH) All Concrete shall'conform to the latest ACI standards. based anchor with 16 inches 12 Inches 9 inches Exterior walks-wind IoadsAleAble finishes U140 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR IT O.C. FACE NAiL 15. Double Joists Under parallel partitions and under whirlpool tubs. 2 inch embedment on center on center an center OR BLOCKING(NOT AT BRACED WALL) 16 t30x(3-112") 12"Q.C. FACE NAIL Double around openings in floor and roof framing. BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Relrrforcemant: Steel reinforcement shall comply with the requirements � g• (enght L®span lengm,H=span height of ASTM A 615,A 706 or A 996.Minimum yield strength of reinforcing 1`� OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"D.C.FACE NAIL steel shall be 40,0000 psi(grade 40),required reinforcement shall 16. Metal flashing shall be installed were concrete abuts wood, be In accordance with iRC Table R404.1.2(3),R404.1.2(8) and were decks abut house framing. a.This table Is based on 180 ultimate design wind speed and a 33-16ot mean roof height. 16 3.16d BOX TOP OR BOTTOM PLATE TO STUD END NAIL 17. Install joist hangers at all flush structural load bearin conditions. b.Fasteners shall be Installed at opposing ends of the wood struall ral panel. WOOD HEADER SCHEDULE 246d COMMON Location of Reinforcement:The center of vertical reinforcement in basement g g walls shall Ibe located at the centerline of the wall determined from tables Fasteners shall be boated a minimum at 1 inch fYOm the edge of the panei. NOMINAL LUMBER SIZE: SPANS: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3.10d BOX FACE NAIL R404.1.2(2)through R404.1.2(7). Vertical reinforcement In basement walls 18. All habitable rooms shall be provided with aggregate glazing area C.Anchors shall penetrate through the exterior well covering wnh an embedment length of UP TO 3'-0" 2-16d COMMON determined from table R404.1.2(8)shall be located to provide a maximum of not less 8 percent of the floor area of that room,and the minimum not less than 2 Inches Into the bulldln frame, Fasteners shall be located not less than (2)2X6 cover of 1-114 Inches from the Inside face. openable area to the outdoors shall be 4 percent of the floor area being 2412 inches from the edge of conerel b 1$ 1" BRACE TO EACH STUD AND PLATE 3- BOX lock or concrete. FACE NAIL d.Where screws are attached to masonry or masonry/stucco,they shall he e&ar�red ventilated.Refer to IRC Residential Code section R303 (2)2X8 3`0'TO e'o• 2-8d d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: using vibration-resistant anchors having a minimum ultimate wMdrawal capacity of (2)2X10 61-W TO V-T Based on R404.1.3.2(Includes basement entrances and window wells) 19, All window and door headers to be 2-2x10 unless noted otherwise. 1,500 pounds. <8'Wall Height:One#4 bar within 12 inches of the top of wall and (2)2x12 s�r'TO 10'-0• One#4 bar near mid-height of wall. 20. Vent dryers to exterior as per IRC Section M1502 Exterior glazing in buildings located in Wood-Borne debris regions shall Vent range hoods as r IRC Section M1503 g g 4IPOSTS SHALL BE 4X4(NOMINAL) >-8 Wall Height:One#4 bar within 12 inches of the top of wall and 9 � be protected from wind borne debris. FLOOR FRAMING One#F4 bar near the third points In the wall story. Bathrooms/mechanical ventilation as per IRC Section M1507 p ry- Glazed opening protection shall meet the Large Missle test ASTM E 1996 •NOTE:ALL SIZES CALLED Our ON ANYOFr d BOX DRAWINGS WILL 4-W 8. Base design value for visually graded'dimensional lumber.Joists,studs 21. Smoke Alarms.: Shall be listed in accordance with UL 217,installed as per and the ASTM E 1886 as modified in IRC section 301.2.1.2. SUPERC LOE INGTHIS1 THE FOLLOWING SCHEDULE. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-88d COMMON PER JOIST-TOE NAIL Rafters and All Framing lumber shall be DOUG-Fir#2 or better, the IRC Section 314 and NFPA 72.Shall be provided in each sleeping Room, Garage doorglazed opening protection for wind borne debris shall meet outside of each se ANSI/DASMA 115. Areas within hurricane prone regions:within 1 mile RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON ;a E=1.6 X 10$ Min.Fb for dimensional lumber=850 psi paste sleeping area in the immediate vicinity of the bedroom of the coastal high water line were the ultimate design wind speed is NOTE:USE(3)2x HEADERS AT ALL 2x6 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX s"O,C,TOE NAIL and on each story of the dwelling,including basement and cellars and not less than g g EXTERIOR WALLS 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be 130 miles per hour or greater. 2-10d BOX ALL EXTEcI�IOR LUMBER Shall Its ACQ requiring the following: g 23 BLOCKING TO JOIST Interconnected and hard-wired to a commercial source. 2-@d COMMON EACH END a,) All Fastener's shall be HOT DIPPED GALVANIZED ASTM A 153 class D A. EXCEPTION: WHENEVER an alteration,addition,or conversion is made to an Existin Wood Structural panels with a minimum of thickness of 7116 Inch IRC TABLE R802.5.1(9) 24 BLOCKING TO SILL OR TOP PLATE 3.16d COMMON TOE NAIL OR STAINLESS STEEL.STAINLESS STEEL SHALL ONLY BE USED g i 4.16d BOX WITH-IN ONE MILE OF THE WATER. 'Residence,the smoke detection system of the ENTIRE residence must be and a maximum span of 8 feet shall be permitted for opening RAFTER/CEILING JOIST HEEL CONNECTION b.) Use Copper flashing Only against ACO Lumber Sill Plates brought up to code,hard-wired and Interconnected. protection.Panels shall be precut&predrilled'to cover the glazed openings c.) All Stuctural connectors Le.Simpson strong Tie or USP,etc with attachment hardware provided In the table below, RAFTER RAFTER GROUND SNOW:20 PSF 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) � 101d BOIXUM1AOIV AT EACH BEARING,FACE NAIL shall be Hot-Dipped Galvanized.or Stainless Steel. 21. Carbon Monoxide Alarms: Shall comply with.:IRC R315 IFC Section 915 as Label all panels and store In a clean dry area of the house. pp SLOPE SPACING amended by the NYS supplement. ROOF SPAN 4-10d BOX 9. All Engineered Wood Products such as"Trull Joists,Micro-Lem,etc"shall be All 00 alarms shall be connected to the lighting circuit with no intervening wall switch. Attachments shall be provided In accordance with the table 26 BAND OR RiM JOIST TO JOIST 3-16d COMMON PERJOIST Installed in accordance with the manufacturers latest Installation details, Battery-powered alarms are not allowed. CO alarms are required within each as follows' 12 Fr 20 Fr 28 FT s6 FT dwelling unit on each story containing sleeping area 10d BOX STAGGERED O.C.FACE NAIL TO OPPOSITE &BOTTOM Framing connectors,Allowable Hole diagrams,specifications,etc. 9 ry g p' g ,within 15 feet of each and 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSn'E SIDES G3EMOOMS "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi every sleeping areas. NUMBER OF 16D COMMON NAILS 9 "Paratlam PSL"Design Stress: E = 2.0,Fb=2,900 psi, Fv=290 psi 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL HOD DD ESC�G UPM00 M DA7E "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi,Fv=300 psi 22. WALL BRACING: Buildings shall be braced in accordance with IRC section R602.10,or when 3:12 16"O.G. 5 8 10 13 3-16d COMMON applicable,section R602.12.or section R602.10.4.2 Continuous sheathing methods. 4:12 16.O.C. 4 6 6 10 29 BRIDGING TO JOIST 2-10d BOX EACH END,TOENAIL gNERGY Nl 23, A continuous load path shall be provided 10 transmit the applicable uplift forces in 5:12 16"D.C. 3 5 6 6 1. All construction shall comply with the 2021 Intemational Energy Conservation section R80211.1 from the roof assembly to the foundation. 7:12 1s"O.C. 3 4 g S SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING Construction Code.The authority having jurisdiction shall be permitted to determine 24 Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of asphalt shingles '' g:12 16'O.C. 3 4 4 s an energy efficiency program to exceed the energy efficiency required by this code. shall be tested In accordance with ASTM D 7158 and classified as per Table RD05.2.4.1 SPACING OF FASTENERS p DESCRIPTION OF Of the IRC Residential Code. 1z:12 16'O.C. 3 3 4 4 NUMBER AND TYP INTERMEDIATE ROOF SHEATHING 2. A permanent certificate shall be completed by the builder and posted on a wall r asphalt shingles shall galvanized r stainless 1aluminum r 112" StrUCtUr11 plywood BUILIDNG ELEMENTS OF FASTENER PANEL EDGES In the space where the furnace Is located.Certificate shall complywith IRC N1101.14 Fasteners f0 asp a s g es s a be ga a ed o sta ess steel, v p yw SUPPORTS GABLE END WALL FRAMING copper roofing nails,minimum 12 gage shank with a minimum 318"Inch diameter head. Panel, Attached to THIS TABLE APPUES TO CEILING JOISTS LOCATEDATTHE 6d COMMON(SUBFLOOR,WALL) NOTE: ORIGINAL SHEET SIZE IS 24X36 The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 3/8"-1/2" 6" 12"A 6" 3. Attic or craw(space access shall be weatherstripped and Insulated to a level equivalent p g p Y Frame in accordance LOCATED HIGHER IN THE ATTiC THE HEELJOINT 30 ed COMMON(ROOF) to the Insulation on the surrounding surfaces. Minimum number of fasteners as per manufacturer but not less than 4 per skrlp. with Table R301.2.1,2 CONNECTION SHALL BE INCREASED AS FOLLOWS: 31 4. Installation-the components of the building thermal envelope shall be Installed in accordance 25. SWIMMING POOLS. Shall conform to IRC 2021 Section R326 and as amended International Residential 19132"-1" @d COMMON 6" 12 A 6" with the criteria Misted in table 402A.1.1 Where required by code official',an approved third party by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT code of NYS H e 1 H r HEEL JOINT AJOUSTMENT FACTOR EXTERIOR WALL WOOD STRUCTURAL PANELS shall inspect all components and verify compliance. dated March 2016. 113 1.5 TO RESIST WIND PRESSURES RI CARDO RO M O-LE RO UX, R.A. 26. SOLAR READY DWELLINGS: Shall conform to IRC 2015 Section 324 and 114 1.33 RRL ARCHITECTURE AND DESIGN PLLC 5. Testing-Building or dwelling unit shall be tested and verified having less than WALL NAIL SPACING ' as amended by the NYS Building Standards and de 2016 UNIFORM CODE SUPPLEMENT WINDOW UNIT 1 15 1.25 MINIMUM NAIL MIN WOOD WOOD or equal to 3 AC:H50 in CZ 4A,5,6A. testing shall be conducted by an approved third party. co STUD dated March 2016. 116 1.20 NAiL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL NEW YORK REGISTERED ARCHITECT 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3"or greater PANEL SPAN RATING THICKNESS SPACING EDGES FIELD LICENSE No. 037966 in diamer,and IR-6 @ ducts less than 3"in diameter. 27, EXTERIOR DECKS;Exterior wood decks Shall conform to IRC Section R507 @d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" 6a. Duct Sealing-(Ducts,air handlers and filter boxes shall be sealed. (2.5"X 0131") TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES 7. Duct testing-Ducts shall be pressure tested to determine air leakage by an approved third party. OF FOUNDATION MATERIALSa PLYUVOOD STORM PANEL INTERIOR GYPSUM WALL BOARD PROJECT MAH E SHUTTER DETAIL 8. Buildingcavities shall not be used as duds or plenums. CLASS OF MATERIAL LOAD-BEARING PRESSURE DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R5072 GYPSUM BOARD FRAMING SPACING OF FASTENERS p Refer to General Notes for Panel GYPSUM BOARD ORIENTATION TO MEMBERS I M U L FO RD CT {pounds per square foot) APPLICATION SIZE OF NAILS Crystalline bedrock 12,000 fastener requirements. JOIST SPAN THICKNESS TO WOOD FRAMING � FRAMING SPACING NAILS SCREWS 9. Mechanical system piping insulation carrying fluids�105 F degrees or<55F degrees shall CONNECTION Sedimentary and foliated rock 4,000 be insulated with R-3 Minimum. DETAIL 46 V1'TO 8' 8'1'TO 10' 101"TO 12'AS'1'TO 14' 44'1"TO 16° 6'1'TO 18' 112" CEILING EITHER DIRECTION 16"O.C. 7" 12"' bd COOLER NAILS Sandy gravel and/or gravel(GW and GP) 3,000 Sand,silty sand,clayey sand,silty gravel and clayey gravel 10 DIA.LAG SCREW WALL EITHER DIRECTION 16"O.C. a" 16" 10. Mechanical ventilation-Shall meet the requirements of the IRC I[MG. so' 2s" 1s° 15" 13" 11• 10° o 0 (SW,SP,SM,SC,GM and GC) 2,000 &1/2"MAX.SHEATHING - "' pG,30d�C�T QDDV3C �0 Clay, clay, CI CI " CEILING EITHER DIRECTION 16"O.C. 7 12 $d COOLER NAILS 11. Equl went shin Per ACCA manual S,based on loads calculated per ACCA Manual J Y Y Y ay,clayey silt,silt and sandy silt 518 WALL EITHER DIRECTION 1'6"O.C. 8" 16" as provided by a third party HERS Rater, P CL,ML,MH and CH 1,500b 1 IA.T SHEATHING TYPE XAT ( ) 36" 36" 34" 29" 24" 21' 1g" " GARAGE CEILING 1-7/8"LONG Bd COATED NAILS OR a.When soil tests are required by Section R401.4, 518 PERPENDICULAR 16"O.C. 6" 6" EQUIVALANTDRYWALLSCREWS. I M U LFO RD CT 12. Lighting-A minimum of 75%of permanently installed fixtures must have high-efficacy lamps LEDGERS SHALL BE FLASHED BENEATH SCREWS SHALL COMPLY WITH the allowable bearing capacities of the soil shall be part of the recommendations. LAG SCREWS SHALL BE STAGGERED PER IRC R5072.1(1) HABITABLE ROOMS IRC SECTION R702.3.5.1 ORIENT, NY 13. All HVAC,Plumbing&Electrical systems shall meet the IRC chapter 11 Energy b.Where In-place soils with an allowable bearing capacity of less than 1,500 sf efficiency,International mechanical code„International energy conservation code. p g p p A ULTIMATE WIND DISTANCE MPH, NAILS FOR ATTACHING A ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 8'G 11957 It shelf be the responsibility of time General contractor to submit are likely to,be present at the site, the allowable bearing capacity shall be FORA MINIMUM d@ DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4'ON CENTER TO GABLE END WALL FRAMING in detail the design,calculations,drawings,written statements of the mechanical, determined by a soils investigation. air conditioning,ventilation.heating systems(new,existing or upgraded) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA stamped by a professional engineer if required by the Owner or Building Dept. 14. Additions,alterations or renovation:shall comply with IECC 2015 WIND DESIGN SUBJECT TO DAMAGE FROM Unaltered portions Of the existing building is not required t0 comply with this Code. GROUND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEANSNOW SPEED TOPOGRAPHIC SPECIAL BORNE DESIGN FROST FREEZING ANNUAL SHEET � LOAD WIND WEATHERING DESIGN UNDERLAYMENT HAZARD COVER J H E ET (MPH) EFFECTS DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP 75. Minimum one Programmable thermostat shall be provided for each separate heating REGION ZONE DEPTH and cooling system in accordance with section N1103 Control Systems. MODERATE 20 LBS 130 NO NO NO B SEVERE S'.A" TO HEAVY15 YES NO 1600 or less 62.2 16. All exterior wallf/floor/ceiling Joists shall be air sealed and insulated In accordance with Table R402.4.1.1. Apply a fresh bead of caulk to the top and bottom plate M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BEAL o MG[HQTU RFE DATE OCTO B ER 13, 2022 immediatly prior to Installing Interior gypsum wall board. PROJECT NO 021 D 00048-2 DRAWN BY RR o 1C CN ; / .`� { '� CHECKED BY RR MUMi= - �a ' f G-00 ©2022 RRL ARCHITECTURE AND DESIGN,PLLC 82 24 43 E 750 " q- E 0 2 44 - 80 1 149 . 98 ' . -- T' E UNES ALONG MHW MARK TOE OF BLUFF MON. TOP OF BLUFF �2 F O EXISTING GATE { EXISTING GATE TO REMAIN TO REMAIN �- x -x x x x x 9 X 4'CHAINLINK FENCE U Mo D��C��Cp`UCO�I DQ�G Lij 4'CHAINLINK FENCE EXISTING POOL AND WOOD DECK TO POOL REMAIN 0 x O S /_P PS NOTE: ORIGINAL SHEET SIZE IS 24X36 4'CHAINLINK FENCE RICARDO ROMO-LEROUX, R.A. a� __ _ __---- — -- -- _ _ � __ >>: _ j PROPOSED HOT . ___._T_.___�______. _ _. _.I 1 RRL ARCHITECTURE AND DESIGN, PLLC Tub — _ _-_�.__.___:______.__.._. -___. = . NEW YORK REGISTERED ARCHITECT - LICENSE No.. 037966 -_-_-=-== WOOD.:DECK=�_ OUTDOOR SHOWER =77_ _ TO BE REPLACED - _ _-F:F + '- I EXISTING STOCKADE EXISTING STOCKADE _____ - FENCE TO REMAIN FENCE TO REMAIN EXISTING TIMBER WALL AND I M U LFO RD CT " STAIR TO REMAIN NEW BUILT-IN BBQ CABINET EXISTING 2 EXISTING FROXEC7 ADONESS STORY,FRAME _- DRIVEWAY DWELLING I F.F.:-9'-0" PROPOSEDDEICDE K I M U LFO RD CT - ORIENT, NY FF. 11957 NEW STONE SIDE STAIR TO DRIVEWAY AND GARAGE F.F.:.3' I 01RAMM 4MLE , P EXISTING GRAVEL SITE PLAN DRIVEWAY TO REMAIN N EXISTING DECK TO BE I I I PROPOSED ENTRY STONE REMOVED I -- STEPS AND LANDING �m DATE MAL o �� MATURE OCTOBER 13, 2022 PROJECT NO F.F.-3"-0' �, () ® 8-202 DRAWN BY J N 1j tiO'�I I CHECKED BYRR RR 01 SITE PLAN wa SCALE 1/1 b = i -o X EXISTING STONE WALK/STEPS TO REMAIN ` _�o V 100 ---- - -- ---- --------- ------- ---------- ----------- - --- -------- ---- -- --------------------------------------- -- ---- ---- -- ----- ---------- --- - --------- ---- ---------------- ------ c ARCHITECTURE AND DESIGN,PLLC NOTES o LEG Ef [38 DEMO - LEGEND TYPE WALLS EXISTING WALL-TO REMAIN (— — — — — — --- % ' EXISTING WALL-TO BE REMOVED STEPS TO BE REMOVED I —1 ---- EXISTING DOORS-TO BE REMOVED ———= EXISTING WINDOW-TO BE REMOVED I EXISTING CEILING-TO BE REMOVED-SKYLIGHT PROPOSED I F - - - - - - - - - - - - - - - - - - - - - - - - - - � I- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I i I ALL EXTERIOR WOOD DECKING TO BE REMOVED I ( - - - - - - - - - - - - - BALCONY COLUMNS BALCONY COLUMNS � BALCONY COLUMNS BALCONY COLUMNS TO BE REMOVED TO BE REMOVED TO BE REMOVED 1 TO BE REMOVED I I i I I I FACADE DEMO: I I doors to be replaced I I I I i I I 11 II I I �I IIII FACADE DEMO: I I I I I I I FACADE DEMO: windows to be replaced III I I I I windows to be replaced W"777'. II II I I ( I i I I NOTE: INTERIOR LAYOUT I TO REMAIN FACADE DEMO: windows to be replaced III REMOVE ALL WOOD FLOORING I II II I AND CARPET TO BE REPLACEDId I FACADE DEMO: windows to be III) replaced FACADE DEMO: I ���0��0�� replace all the siding I I I I I ADJUST DRIVEWAY N3 DD F-9CnC77 00 I DG°a�l ACCORDING TO NEW id PROPOSED ACCESS III L_ -- _I__ - - - — I NOTE: ORIGINAL SHEET SIZE IS 24X36 AIRCM7GUlf INTERIOR DEMO: RICARD R replace existing stair and — — I O O M O-LE RO UX, R.A. stairwellIT I RRL ARCHITECTURE AND DESIGN, PLLC I- - - _ _ NEW YORK REGISTERED ARCHITECT I III !_ — — III FACADE DEMO: I LICENSE No., 037966 FACADE DEMO: I I I I windows to be replaced windows to be replaced I 77� _—— —— — — I I MULFORD CT FACADE DEMO: FACADE DEMO: I PROD�JEC 7 MEMOS windows to be replaced windows to be replaced I MULFORD CT _ ALL EXTERIOR WOOD \ FACADE DEMO: ORIENT, NY DECKING TO BE REMOVED entry door to be replaced 11957 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEMO PLAN - FIRST LEVEL N STEPS TO BE REMOVED I 3 SEAL o � QHm%7UR[ DATE PROJECT NO OCTOBER 13, 2022 I I I I I �E D A�*�r 021 DRAWN BY RR I Q to UYN11 CHECKED BY RR 01 DEMO PLAN - FIRST LEVEL I I I I ca .; C o h SCALEL — — — — — — — NUMBER I- - - - - - - - - - - - J Lj— 100 L - - - ----- - - - - - - - - - - - -- ------ - - --- - -- - - --- - --------- -- -- ---------- --- --- --- -- -- ---- ------ ---- - ---- -- -- ----- - -- -- --- - - - -- -- - ------------- -- - ----- --------- ---- -- - - L 0 CHITE TURE AND DESIGN,PL C NOTES & MENDS S DEMO - LEGEND TYPE WALLS EXISTING WALL-TO REMAIN EXISTING WALL-TO BE REMOVED EXISTING DOORS-TO BE REMOVED EXISTING WINDOW-TO BE REMOVED EXISTING CEILING-TO BE REMOVED-SKYLIGHT PROPOSED BALCONY TO BE REMOVED FACADE DEMO: all cloors to be replaced Tr (III II FACADE DEMO: all windows to be replaced (I FACADE DEMO: all windows to be replaced Tr II I) NOTE: INTERIOR LAYOUT TO • TO REMAIN4_1 a 0 0 III TF 0 I I G�C�M�D�OO[1�D FACADE DEMO: .Oft DC�C�G3�P�i�Oo M DQ�G replace all the siding IIIT II III II NOTE: ORIG'IINAL SHEET SIZE IS 24X36 II — RICARDO ROMO-LEROUX, R.A. <1 RRL ARCHITECTURE AND DESIGN, PLLC II replace existing stair 4E _ NEW YORK (REGISTERED ARCHITECT and stairwell LICENSE No. 037966 4— — II PRO JE-C 7 NAME I MULFORD CT PROJECT ADDRESS FACADE DEMO: FACADE DEMO: FACADE DEMO: all windows to be replaced all windows to be replaced all windows to be replaced I M U LFO RD CT ORIENT, NY 11957 DG�3Q�nM0�1C 5�0`t�I�C DEMO LAYOUT - UPPER LEVEL N BEAL o SECMNA7U1 RE DATE OCTOBER 13, 2022 E®, PROJECT NO 00048-2021 €�� DRAWN BY O �"O .jp '' �, RR <\ CHECKED BY RR ® , DEMO PLAN - UPPER LEVELy, SCALE i/a°' = i'-o" DaQM/n ��C� ' mum In,FD N E D- 10 1 ©2019 RRL ARCHITECTURE AND DESIGN,PLLC 63-27" H 7i C-8 o LACURN03 35'-22' 7' 6' 5' 10, F.F.:-4'-6" -F-.F-=4'=0' F:F:=3'=b" - F.F:=31=O" - I - NEW-MA-HOGAN-Y-STEPS J - BALCONY- ABOVE--NEW CABLE RAILING _- _ _-- - . __ - _ - KO &I _-.._.NE-W_ST_EEL __._NEW-.STEEL --- NEWSTEEL I COLUMN 4"DIAM. COLUMN_4'_DIAMI COLUMN 4" 40"HIGH MAHOGANY AND - - -_--__._-- _ ------- - - - ------- --__ - -TENSION CABLE RAILING E SUPLIED BY — -- -- OTHERS _ --- --- ---.---- -- - BALCONY ABOVE EXISTING STEPS dn-3, _5' 11° NEW-MAHOGANY-WOOD -----,-----NEW-MAHOGANY-WOOD - _-. do N 01 01 01 009 008 007_. - SHOWER un 04 -- - 1 , _ T 0' 13' I T EXISTING EXISTING � � 4 I I I ��. - __ _. - RETAINING WALL RETAINING WALL I M - - 01 -010 --.-� _ I I I I t-- - NEW MAHOGANY 2X4 SLAT REPLACE EXISTING WOOD STAIR AND OUTDOOR I I - RAILING WITH 4"SPACING SHOWER I I I I - L - I I I I DINING MAHOGANY -I ROOM WOOD DESK -- " I I I I F.F.:+O, I NEW BUILT-IN BBQ CABINET F- -- NEW CABLE RAILING _--BBQ I I j ---- I I LIVING 17 IN I I ROOM j -------- EXISTING I I F.F.:+O' DRIVEWAY NOTE:INTERIOR LAYOUT TO 4'`- 2'- ;" 2' F.F.:-9'-0" 01 I I REMAIN AS IT IS I - — f I, I I - 06 I I i I I ' n • o, --------- I I Ii Qo I IrL I KITCHEN _ 01 005 F.F.:+O' _ ------_ o I I I m NEW MAHOGANY 2X4 SLAT I I ' M RAILING WITH 4"SPACING I t I 004 - 1 I I t ' M -MAHOGANY tv I IO o a DATE -WOOD-DECK - `� 11' 1z' 00 N up - - 01 _ 003 "-__-._._.._. _. MUD ROOM __ ____ ._--.- 31 REPLACE EXISTING F.F.:+O' STAIR AND RAILING --- 1//. r i --dn- F.F/4_0" NOTE: ORIGINAL SHEET SIZE IS 24X36 r` / 1 w % I FOYER '� N 2i 4j STUDY `n I r MAHOGANY 6 0 F.F.:+O' F.F.:+O' j STE DS j NEW BLUE STONE STEPS RICARDIO ROMO-LEROUX, R.A. I I r / POWDER LAUNDRY - 002 RRL ARCHITECTURE AND DESIGN' PLLC ROOM NEW YORK REGISTERED ARCHITECT ROOM �--------------- i F.F.:+O' �� / F.F.:+O' LICENSE No, 037966 4. u 3'-11" I T 2" \ 6'-22" i T-5?" `r - i% IJ 20'-9" T-12" I 142'-8" 1 MULFORD CT 01 01 NEW BLUE STONE 016 001 LANDING to .__ pG,30OdC�C�4 LaD�DG3�5� o NEW 1'-6" 1'-6" 1'-6" 1'6" 1'6" ENTRY PLATAFORM I MULFORD CT ORIENT,', NY BLUE STONE M i 11957 NOTE: ALL NEW WINDOWS 0 ALL NEW EXTERIOR SIDING F.F.:-6" ZD NEW PROPOSED LAYOUT - FIRST FLOOR BLUEST ONE STEP TYP. M ^Q� o ��Q��— DATE OCTOBER 13, 2022 IL55/A�\ `NCJ (�r.'I IUol)1 PROJECT NO F.F.:-1'-6' ' �D,�,�,., 00048-202 I ? +. DRAWN BY Fk`ok'7 A RR � O �.�a CHECKED BY RR ® , FIRST LEVEL - PROPOSED ,. SCALE 114" = 1�-0° F.F.:-2'-0 MUMMER A— - F.F.:2'-6'� � ,ma's �• ass., �d " 100 N E\14 ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LECCH08 NEW STEEL AND CABLE RAILING 13'-7" 33'-1" SEE A-400- DET.B 10" 2T-6" N 4'-9" n n i 11 :o - _ . _ _ 80 NEW STEEL AND CABLE RAILING- NEW EPDM SEE A-400- DETA j. -NEW MAFiOGA_NY_BgItCONY-WITH _ _ -_- FLAT ROOF FLAT ROOF BELOW --I o OVERHANG F.F.:+10' 60 - _ 009 - ___ _ TENSION RODS TO - SUPPORT OVERHANG 6'-1112" �3'-$2' { 1 8 7'OZrL ' _ z i I 4 cl' M III IIII M I N — - 0002� �TER ;,BEDROOM 8 I I I I F.F.:+l 0' I I I , io I I I TENSION RODS TO SUPPORT OVERHANG � NEW PARTITION I I 02 v - 9'-6n 4' I I I MASTER 9 1 n I BATHROOM M O I F.F.:+10' LO co co 8" 2'-8" � 02 _ 02 II 013 NEW W/I NEW DOOR 006 CLOSET 4.5^ ' TENSION RODS TO SUPPORT OVERHANG 13-6" zo r O FAMILY O CV ROOM M F.F.:+10' 02 NOTE:INTERIOR LAYOUT TO OM 3 014 BATHROOM 2 REMAIN AS 1T IS BATHROOM 02 � - - 005 F.F.:+l 0' F.F.:+10' N N NEW EPDM Flo DC���G�C�4C JG� DATE 11117117 FLAT oo N OVERHANG TENSION RODS TO SUPPORT OVERHANG ih -v down REPLACE EXISTING / rl— 004 STAIR AND RAILING 4' �, NOTE: ORIGINAL SHEET SIZE IS 24X36 I BEDROOM 2 ATRIUM BEDROOM 3 � LO F.F..+O' i F.F.:+l p' t OPEN TO F.F.:+10' Ln O BELOW ' o RICARDO ROMO-LEROUX, R.A. 02 - --4 U U -- 02 016 003 0� RL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 4'-O2' I 7'0�" \ 6'-2z" iL T-52" 42'-8" I I MULFORD CT 02 02 02 017 001 002 G°nDJ7-04 ADDRESS RESS I MULFORD CT ORIENT, NY NOTE: 11957 • ALL NEW WINDOWS • ALL NEW EXTERIOR SIDING 12RAV 0KQ `n'rLL PROPOSED LAYOUT - UPPER LEVEL N SEAL - SHUHA7URF DATE OCTOBER 13, 2022 O 00048-2021 DRAWN BYRR UPPER LEVEL - PROPOSED CHECKED BY RR O 1 - SCALE 1/A" = l'-0" 4 �I h 77.9 0A- 101 NE`l — ------ ------- - -- --- ------- - — - - ----- ----- - -- --------------------- - - - -- ---- - - - -- -- — - -- - - - - -- - - ---- ---- — --- ©2019 RRL ARCHITECTURE AND DESIGN PLLC MOVES o LE(M M03 DEMO FACADE - LEGEND TYPE DESCRIPTION E —— EXISTING DOORS AND WINDOWS-TO BE REMOVED EXISTING WALL-TO BE REMOVED FOR NEW OPENINGS NEW STUCCO CLADDING c-� q =HBR+ZGNTA�C—EBA CV II i I I I� I j ;I I j l 11 l� 3 li 02 E iD E II I + 02 NEW EPDM ROOF OVERHANG I SECOND FLOOR LEVEL — 1 ' !!� - I iII (I� II i I ( I ( I (I ! i l I �I�I ( ! WITH STEEL ROD SUPPORTS F.F.:+10'-0° ao c N I j L_ ill( { I j I Iq !LIGHT li 1, l I I Iji it it it �j { � ( �� i I � I I I '(�I( I• i ,I' ' .t i I',II I{ Ii +t ,{ s I Il iI { +l I ,( i ! ( { � � I Ii ! � I I� I I. I• I: 4 II , �i I I' III () i � I II +I II 1 ii zo ci 100 IL ii 01e ICAL,i ' NEW SLAT RAILING co N V j I I ( ! I,I II Ii lI 4 I lli i t lii i i ! I ill II _ll it i II I I I,1 j I FIRST FLOOR LEVEL I - F.F.:+O'-0" NEW MAHOGANY I I iII iI ii II sl IIi iII '!� II I (I i I) (I (� STEPS I i I R i , ` I i i i � ' i( I NEW STONE STEPS : d• i i ; i +„ i III:l H � ►IIIIIIiII ;, I, � 0 1 FRONT ELEVATION - PROPOSED SCALE 1/ - o Flo REMOVE ALL EXISTING REMOVE ALL EXISTING WINDOWS �', F=== 11 F=== ——— ——— WINDOWS II II II II IP 'll III / � f � � � I IIII IIII , , � / � • � � ' � / � � % ' � � ,' ' / II • � / / � � / ' I IIII IIII • ; � , / � � / / � , / � , , � / IIII IIII I , r' � %: :;; I / / L--- I ----! / , / , / J , J L----I I-----I ---J �----J '` t =-I I-----� L----1 ' ' ' '% ' ''% r `�' — NOTE: ORIGINAL SHEET SIZE IS 24X36 REMOVE WALL FOR NEW ; / , ; / , , / , , / r / , � ; / , , . , ; , , , , ,�I REMOVE WALL FOR NEW WINDOW OPENING ; / ; / ; / ; 1) " / ; / ; / , / , / , / / 11 WINDOW OPENING r ' ' ' ' ' ' ' ' ' ' ' II -J REMOVE WALL FOR NEW SECOND FLOOR LEVEL WINDOW OPENING F.F.:+10'-0" RICARDO ROMO-LEROUX, R.A. ` REMOVE ALL SIDING REMOVE ALL SIDING S, RRL ARCHITEICTURE AND DESIGN, PLLC REMOVE WALL FOR NEW NEW YORK REGISTERED ARCHITECT REMOVE WALL FOR NEW / i F� WINDOW OPENING WINDOW OPENING ';;; ;;; ;;; ;,r-——_ ;,/ :;; ,'; . ; / ;,� ,' / 11 i=—_- LICENSE No. 037966 —JI L / i ' ' ' ' ' i i , ---J — ' ' ' REMOVE EXISTING WINDOW U LFO RD CT REMOVE EXISTING ,�'i'i /' II WINDOWS 1�===�1 ' ' ' ✓ /' i ✓ i, i i,I / i i L=== FIRST FLOOR LEVEL F.F.:+O'-0" I MULFOIRD CT ORIENT, NY 11957 DDIRAM/n 0MQ TJ7LF- 02 FRONT ELEVATION - EXISTING SCALE l/A° = V-o° ELEVATIONS - PROPOSED AND EXISTING DATE OCTOBER 13, 2022 PROJECT NO 00048-2021 G0��i~�u����� DRAWN BY RR �iR 7Q CHECKED BY RR ur- = " MUMMER Aar. A-200 OF N S'44 0 2019 RRL ARCHITECTURE AND DESIGN,PLLC MOVIES o LEQF_ I©8 DEMO FACADE - LEGEND TYPE DESCRIPTION —— EXISTING DOORS AND WINDOWS-TO BE REMOVED EXISTING WALL-TO BE REMOVED FOR NEW OPENINGS ci NEW BLACK STUCCO CLADDING NEW BLACK STUCCO NEW BLACK STUCCO CLADDING CLADDING ----- 6NTfr -- �* CEDAR UN CV 02 NEW STEEL FRAME 1 4 1I{�1,IIII .;l6WITH CABLE RAILING NEW WOOD BALCONY I,i!Ii!iefI I 1fIIIfI jl 1,IIjlk I1 ,I1I(iI - inWITH EPDM ROOF (,p • . SECOND FLOOR LEVEL -- _ _ — — — — _ - F.F.:+10-0" NE III L S I 01 01 010 NEW 4"DIAM. STEEL COLUMN 0 FIRST FLOOR LEVEL I � F.F.:+O'-0" Ii 01 SIDE ELEVATION - PROPOSED SCALE 1/4" _ 1'-0" G3�M0�00�1� REMOVE ALL EXISTING WINDOW REMOVE WALL TO NEW PROPOSED WINDOW II � ���� � � � � ����' it I�•`���, � � \�\. II it �,�`���� � ��� � ��� II �� � � � .���`� .� ��`� .���`�`����`�`� L===J L===J L===J REMOVE ALL EXISTING REMOVE WALL TO NEW r .\\`� ��`�`�\��` (r ==11 WINDOW PROPOSED WINDOW II ��\�`�\ l,,`,`,,,,, II II NOTE: ORIGINAL SHEET SIZE IS 24X36 REMOVE EXISTING BALCONY I I I I II II L=__ REMOVE ALL SIDING L=_=J ARCH571EC7 OL SECOND FLOOR LEVEL — — — — — — — — — - - — — — — — — — — — — — — — — — — — RICARDO ROMO—LEROUX, R.A. REMOVE WALL TO NEW REMOVE WALL TO NEW RRL ARCHITECTURE AND DESIGN, PLLC PROPOSED DOOR AND `� ���T\��`Q �`�`����`�`\���`�`\�� r � � \ � � .\ \ � \ � � � r—__� PROPOSED WINDOW NEW YORK REGISTERED ARCHITECT WINDOW ���`�`��� `�`����`�`� ` ��� � — II i�=—=� II II LICENSE No. 037966 II •. `� , . � , . `� , I`. � ` `. � ` `. ` ` II it L I ` II II L==__J REMOVE ALL EXISTING r ���` ` �� `��� ` ` ` ` �� ` — o o p WINDOWS II `��`�`\`� `�```��`�` I�`�`\`��`�` `��`�`\`� II II Ir — l REMOVE ALL EXISTING O . � . � pG30�JC�C�`� �iQM� WINDOW REMOVE WALL TO NEW II ���`�`�� `�`���;`�` I\`�`����`� ���`�`��� II II II II I MULFORD CT PROPOSED DOOR AND X r, ` L=_=J WINDOW II II FIRST FLOOR LEVEL pVO�JCO�QDDG���� REMOVE EXT DECK I MULFORD CT ORIENT, NY 02 SIDE ELEVATION - EXISTING 11957 SCALE 1/4" = v-o" DD G3QW HQ 7TL ELEVATIONS - PROPOSED AND EXISTING SULK o UMNATURE DATE OCTOBER 13, 2022 d PROJECT NO 00048-2021 G p � 0.1 DRAWN BY RR t °J �n if CHECKED BY pit RR .- t 0 '�A — �oA-201 Of N!\ C 2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES & LEGENDS DEMO FACADE - LEGEND TYPE DESCRIPTION EXISTING DOORS AND WINDOWS-TO BE REMOVED EXISTING WALL-TO BE REMOVED FOR NEW OPENINGS NEW BLACK STUCCO CLADDING M .pIn ID1 NEW STEEL FRAME t 1 1 WITH CABLE RAILING 02 , ; ; 02 1 02 { j 4 a i + I EPDM FLAT ROOF OVERHANG - I WITH STEEL ROD SUPPORT -- - SECOND FLOOR LEVEL � F.F.:+10'-0° -'- d ' t I � � l � I{{I ! ff't l ! ++ i� A I I I `` I ! 111 ( i s, ; ! 'II'1 11II1l d k II I I d I i tl Mil d ( s. I{ I. �r s� ! iI i I l � I' i 4"DIAM.STEEL COLUMN 4"DIAM.STEEL 4"DIAM.STEEL i COLUMN COLUMN 01 �I 01 0 01 009 008 i { I a a I { FIRST FLOOR LEVELI ---- -- NEW WOOD STEPS 01 POOL SIDE ELEVATION - PROPOSED SCALE t/4" _ V-o" �EMD�DOO Nl� REMOVE ALL SIDING REMOVE EXISTING DOOR REMOVE EXISTING DOOR ell REMOVE WALL FOR NEW REMOVE WALL FOR NEWPROPOSED WINDOW OPENING PROPOSED WINDOW OPENING / i ' / / / ' ' / i / i ' / i / i / / ' / ' / ' ' / ' ' ' ' / ' / ' / ' ' ' ' ' ' ' ' ' ' ' ' / ' / ' / ' / ' / ' � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '' ' '' ' ' % ' % ' ' / ' ' NOTE: ORIGINAL SHEET SIZE IS24X36 REMOVE WALL FOR NEW PROPOSED DOOR OPENING RICARDO ROMO-LEROUX R.A. SECOND FLOOR LEVEL L___J ___J ___J F.F.:+10'-0" REMOVE WALL FOR NEW -REMOVE EXISTING BALCONY RRL ARCHITECTURE AND DESIGN, PLLC PROPOSED SLIDING DOORS REMOVE EXISTING DOOR OPENING NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 REMOVE WALL FOR NEW / , / / , / , , , / , / / , ,/ / , , , , , / , , / , / , / , / , / / / / i / / / / PROPOSED SLIDE DOORS / , / , ; / , ; / , ; , ; / , . , / , / , ; / , ; / , ,/ / , ,� / , ,/ / / , / / , / / ; / / ; / / ; / / / ; / REMOVE WALL FOR NEW / / / , , , / , / / , , / , , , , / , , / , / / , / / , , , / / , , , / /' / / / PROPOSED DOOR OPENING / � / i ' i ' / / ' / ' / / / / / / / / ' � ' � / ' / ' / / / � / i / / / � / i ' / i ' / i � i / / i / . PnOJECTHAME REMOVE EXISTING DOOR / / / / i ' / i / /' ' i / i / i / i / i ' / ' / /' ' / i ' / i / / / / / / ' / / ' / / ' / ' / / ' / REMOVE EXISTING DECK AND RAILING 1 MULFORD CT ------------ PROJECT MORESS FIRST FLOOR LEVEL lL------------ /' ' , ' / �' , '�' ' / REMOVE EXT.DECK REMOVE EXT. DECK I I M U LFO RD CT ORIENT, NY 11957 02 POOL SIDE ELEVATION - EXISTING SCALE 1/4" = V-0" 01RA nM M 757LE ELEVATIONS - PROPOSED AND EXISTING BEAL o Sd N4%7URE DATE OCTOBER 13, 2022 PROJECT NO 00048-2021 DRAWN BY `P oco: ® dry, RR CHECKED BY RR U � N1NJ�1Co3C�G,3 . `�� A-202 OF E44 0 2019 RRL ARCHITECTURE AND DESIGN,PLLC DEMO FACADE - LEGEND TYPE DESCRIPTION -- EXISTING DOORS AND WINDOWS-TO BE REMOVED EXISTING WALL-TO BE REMOVED FOR NEW OPENINGS NEW BLACK STUCCO CLADDING NEW BLACK STUCCO CLADDING d• �- -W-4"H6Rti CV , -M �fi�{O��i'II i�j1;'"Ii!iI(i;I�, !I�f!�I!!II 0Ii�0 0�j{0 2:i 2 I(���Ii;�i;I i���!I+i•ii�I'l1��I� )�.lI I�1I�9';eI'�!1�t,��I, �Ii�ii(l j!� I�I`i�jI �1iII;ff�"'�ijIIdII;!'ii�. ?riji,�!;'i� Il,jj,ii'i�lj,i�I,+i i!Ij �II IiIi�� ;IIiIi 000iI(;13i I� ii' iI���l I!,�lf( Iii,ij !��Ef'iE�I iIIIIII1jt �fII i'�;Il �IiII�f)�ii ;{1i�I,!�I1';�( Ij�i!'�j�ii �!Is ffIi :i(i �i�i�a{�!tI �;�1I{Iii��,Itj �i�ti�9lE lIi i�;i!�I �f�+I�?,"il I IilNIiI' 00i8ii �iIiIf;!jt•(I1iiif i _- � — NEW STEEL FRAME 02 T�11 `i WITH CABLE RAILINGNEW 03 006 STEEL RODS EPDM FLAT ROOF OVERHANG DS M0WITH STEEL ROD SUPPORT SECOND FLOOR LEVEL 19 ao F.F.;+10'-0" ao l WOOD EDGE STAINED BLACK 4"DIAM.STEEL ;�no COMN 01 01 01 005 01 004 006 iC� ABI l — , l FIRST FLOOR LEVEL L 1 F.F.:+04" I9 Zh � CV 00 ti 001 ®, SIDE ELEVATION - PROPOSED SCALE 1/4" = V-0" REMOVE WALL FOR NEW REMOVE WALL FOR NEW WINDOW OPENING WINDOW OPENING `♦ \ ` `\ � ` ` � ` ` \ ` ` Ilj� ` � ` ` ` � II III` \ ` ` \ ` \ `\\\ `� IIII ` `♦`�\ �\\` ` `III G�C�Mp�pUO�I� II t Fr Ix 9 FF Jill ` � D SC�a��tiO�Gd DAM REMOVE ALL EXISTING L===J L===:'I L===:'t L===J L===A IL A L= ==�J IL=jj L NC, WINDOWS r===� L===JJ IL===J SECOND FLOOR LEVEL F.F.:+10%0" — -- — — �- — — — — ^ — — J — — — ` — —� — — — — — — — — -- REMOVE EXISTING NOTE: ORIGINAL SHEET SIZE IS 24X36 REMOVE WALL FOR NEW REMOVE ALL SIDING BALCONY WINDOW OPENING IT T,----�,-----� RICARDO ROMO-LEROUX R.A. II Jill•�` ` `•\`II �.`�\`;\``\\`�\`;\` �\;\ ``\`�`;\`\`\`I ``♦`�`;``` � ;\```,`�`;` RRL ARCHITECTURE AND DESIGN PLLC REMOVE ALL EXISTING ` WINDOWS -- `\\`\\\`�;♦` \♦\ \ \ \ \ `♦\ \ ♦ \ ` \ \ ♦ ` \`. II II II Ir====,t `\ \\`\`\\ d\ ` `,` d\ ` `�` `, ` d• ` II II II NEW YORK REGISTERED ARCHITECT REMOVE EXISTING DOOR LICENSE No. 037966 II II `\�`�`�\♦��� II II II L===J FIRST FLOOR LEVEL FIROO�JEC NAME I MULFORD CT REMOVE WALL FOR NEW DOOR \ �� \ \"C •\ ♦ \\ \ \ \ D o 0 OPENING pG,�O�JE 4ADDQESS I MULFORD CT ORIENT NY GARAGE DOOR \`\`\``�` `\�`�`\`\ ♦`\`\�\\` \�`\`\`\\ \ REPLACE EXISTING SLIDING DOOR 11957 DD RA�nMpG`M 41]TILC ELEVATIONS - PROPOSED AND EXISTING OZ SIDE ELEVATION - EXISTING SCALE 1/4° = V-0" DATE �C�A[� o DpCp�A4(MG�3C OCTOBER 13, 2022 p,4� PROJECT TNO 00048-202 I DRAWN RR CHECKED BY RR NUMBER A-203 0 N E\' - --- ----- -- - - - --- - ---- - ------ - -- - -- -- - -- - - -- - - -- - - -- -- -- ----- - - ----- - - - - — -- - - - - -------- - -- - - - - -- - - -- - - -- --- - -- - --- --- - -- - ---- ---------- - -- - - - 2 LAR� ARCHITECTURE AND DESIGN,PLLC E -- I PROP STONE STAIR 7-7 ® EXISTING DRIVEWAY RAILING-SEE F.F.:-9'-O" DETAIL A ENTRY 1-6 1-6 1-6 1-6 1'- STEPS 0 F.F.:+O' I STONE ENTRANCE o .•,8,6„ y • ----- _.__._._� M 81 F.F.:O'-0" NEW MAHOGANY T L3 STEPS-SINGLE PIECE FF. 2' 7'-6'1 �^ F.F.:-4" dn_ ! NEW BLUE STONE !' STEPS-SINGLE PIECE i C.0 F.F.:-O'-6" d f i { F.F.:-1'-O" FF•`S, F.F.:-6'-0" 2' I g FF F.F.:-1'-6" 3 °i F.F.:-8" F.F.:2'-0" �'6 +� 2' 8'- . F CD NEW BLUE STONE 2' STEPS-SINGLE PIECE i 10' LJ3 F.F.:-3'-O" F.F.:2' NEW STAIR TO DRIVEWAY - FIRST LEVEL ENTRY STEPS - FIRST LEVEL SCALE 1/4"= V-0" SCALE 3/8"= 1'-0" 4'-8" 4" 4'-8" 2"WOOD TENSION CABLE DA717 HANDRAIL RAILING 2X4 WOOD 0 _ SLATS N Ch STEEL FRAME NOTE: ORIGINAL SHEET SIZE IS 24X36 FINISH FLOOR AHCH IE IT LEVEL ANCHORED ANCHORED 4'z" ROOF ROOF � RI CARDO RO M O-LE RO UX, R.A. I � FINISH FLOORS RRL ARCHITECTURE AND DESIGN, PLLC LEVEL 2 _ CHAMFER NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 DET.A RAILING - FIRST LEVEL DET.B BALCONY RAILING - UPPER LEVEL SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" pROoirMI4 HQMC I MULFORD CT pG�OO�JC��l°QDDaC��� I MULFORD CT ORIENT, NY 11957 DG�GQ�M�G`JC� 5��4LL DECK AND RAILING DETAILS ,qC,QL o N(MMAT►URE DATE OCTOBER 13, 2022 q� PROJECT NO 00048-2021 C. a {, DRAWN BY RR CHECKED BY - t RR 0 A-400 --- - - ---------- -- - -- - --- -- -- -- --- ---- - -- -- -------- -- - - - ---- - - -- - - --- --- - --- - ---- ------ -- - - --- - -- - ------ --------- --- -- ------ - _ @2019 RRL ARCHITECTURE AND DESIGN,PLLC �IOO�'E� o I�EC�Efr`9D� QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 FRENCH DOOR+CASEMENT PICTURE/MULLED FRENCH DOOR+CASEMENT PICTURE/MULLED DOOR CASEMENT PICTURE/MULLED CASEMENT PICTURE/MULLED 11,_111, 11'-04' 16 4 4 ol R.O. T-7-" R.O. 11_9—„ 3�_17„ T-111„ R.O. R.O. T-111" 3'-114' 7'-12' _ 8 _ 16 8 4 4'-0" 4'-0" 4 R.O. R.O. R.O. R.O. R.O. r M d in in R O ao O ;. (0(9011 01 0101 01 010 003 007 009@1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 CASEMENT PICTURE+AWNING/MULLED CASEMENT PICTURE+AWNING/MULLED CASEMENT PICTURE+AWNING/MULLED CASEMENT EGRESS+CASEMENT PICTURE/MULLED CASEMENT EGRESS+CASEMENT PICTURE/ CASEMENT PICTURE+CASEMENT EGRESS/MULLED MULLED 6'_3 9„ 11,_101 11,_101„ 6'-3 9 6'-3 9 16 2 2 11'-4" 16 16 9„ R.O. 1„ R.O. 1„ 1„ R.O. 1„ 1„ R.O. 3„ 9 R.O. 9 2'-3— T-11- 3'-11- 3'-1 1- 7'-11- 3'-11- T-4- 2'-3—" 2'-3-1" R.O.16 4'-0" 4 4 4 _ 4—_ -— _ —_ 4 4 16 4'-0" 4'-� 16 rim rim �'ro 9100 d . c � Q' ^I� C) lY 02 02 017 002 01 02 02 012 009 011 k 02 001 QUANTITY:4 QUANTITY:3 DOUBLE QUANTITY:3 QUANTITY: 1 QUANTITY:2 AWNING AWNING AWNING CASEMENT PICTURE CASEMENT PICTURE 5'_34" 10'-64' 3'4111 5,_31" 5,_34,, �— -- — R.O. -- ----- R.O. - R.O. '� R.O. R.O. 77--7" cj / °� �I- o QC�M0�00�J� G9 DDA7E o vv r--� —� 7 Eoou 1 02 02 02 02 02 02 02 02 02 005 013 014 003 004 006 007 015 016 01 01 01 004 005 006 NOTE: ORIGINAL SHEET SIZE IS 24X36 02 02 A3C H7EC T 008 012 RICARDO ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC 01 NEW YORK REGISTERED ARCHITECT 011 LICENSE No. 037966 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 CUSTOM MADE SLIDER CUSTOM MADE SLIDER CUSTOM MADE SLIDER pROJEC 7 MANE 12'-4" 12'-4" 11'64" R.O. R.O. R.O. I MULFORD CT pI�OOdE�4 ADDG�E�� I MULFORD CT O N a a > ORIENT, NY f� 0 r n � a a 11957 DG3AM/n �M� 7FLE WINDOW SCHEDULE 02 01 00 \ A 30CHA11'URE DATE OCTOBER 13, 2022 010 008 001 p �y PROJECT NO 00048'202 I C.��VkE D A ,% DRAWN BY N hl d�A r 1=�0,; RR ' I �Q jQ� `� CHECKED BY RR h DLAM�0�1� NUMBER SCALE 3 „ _ -o,AO' A-600 Of Nc\ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC MOTES & LIMIF-HOS LIGHTING - SCHEDULE TYPE LIGHTS 4�0 L1_CEILING RECESSED LIGHT L2_FLOOR SPOTS L3 L3 3ML3 L3 STEP LIGHT L4_OUTDOOR WALL SCONCE L3 L3 L3 L5_FAN == 1-7_HEATERS L3 L3 L3 V I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELETRICAL - SCHEDULE TYPE DESCRIPTION HOT TUB ( WALL OUTLET ® SWITCH LI LI LI Li do DE EL6 COVERED F.F.:+O' DECK F.F.:+O' do IL6 ILS CL6 Li U SHOWER I I s F6R HEATERS (1-6) I I I I AL4 I I I I I I I I i I I I DINING I I I I ROOM s I I I I F.F.:+O' I I I I I I I I I I I I I I I I I I I I I BBQ I I I I I I I u I I LIVING I ROOM I I F.F.:+O' i I I EXISTING DRIVEWAY I I I F.F.:-9'-0" I I 1 I I I I I KITCHEN I ji F.F.:+O' ��d0��0�1� DC�C�G3�p`TVOo(iul [DATE 7/7777/7-7/777777, up ,.. MUD / —————- ———————————— r ROOM / I % F.F.:+O' I / do `�L NOTE: ORIGINAL SHEET SIZE IS 24X36 I STUDY / I FOYER i, QHCHMEC4 F.F.:+O' 0 ' I F.F.:+O' 3 3 F.F.:-6-0" U / I j < AE RICARDO ROMO-LEROUX, R.A. POWDER LAUNDRY RRL ARCHITECTURE AND DESIGN PLLC rL ROOM ROOM NEW YORK REGISTERED ARCHITECT �ij/ L3 F F:+o. F.F.:+o, LICENSE No. 037966 U :.. F.F.:3'-0" L4 I MULFORD CT pROd7-c,r ADDRESS ENTRY STEPS I MULFORD CT F.F.:+o' ORIENT, NY 11957 L3 BRAM'/n SIG 7'rLp- ELECTRIC - FIRST FLOOR 3 SEAL o WRHATUR[F DATE OCTOBER 13, 2022 PROJECT NO 00048-2021 C1 8 DRAWN BY �°JiSl l��titi1 CHECKED BY RR 01 FIRST LEVEL c "� y 0 SCALE: 1/a" _ �'-o" L3h mMm[3CC=Q j .. - 100_e N— .11 ©2019 RRL ARCHITECTURE AND DESIGN PLLC MOVIES o LIE(M MOS LIGHTING - SCHEDULE TYPE LIGHTS �u L1_CEILING RECESSED LIGHT L2_FLOOR SPOTS $(u L3 STEP LIGHT L4_OUTDOOR WALL SCONCE Ls L5_FA N L7_HEATERS U ELETRICAL - SCHEDULE TYPE DESCRIPTION — WALL OUTLET L2 Lz z s SWITCH TERRACE F.F.:+10' L2 L2 L4 I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MASTER I I I I ROOM I ED B I I j F.F.:+10' j I I . I 1 i I I I r li ICI I"- � I I � , I I I . MASTER I BATHROOM i F.F.:+10' i, 1�1 NEW CLOSET ' r 0 0 0 FAMILY O ROOM 9 F.F.:+10' i" BATHROOM 2 BATHROOM 3 F.F.:+l 0' F.F.:+10' aEbOSIONS GOO DATE down II, � rX NOTE: ORIGINAL SHEET SIZE IS 24X36 ATRIUM BEDROOM 2 BEDROOM 3 ARCHITECT F.F.:+O' F.F.:+10' Ln OPEN TO w F.F.:+10' RICARDO R o BELOW % o OMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 PROOJEC7 NAME I MULFORD CT I MULFORD CT ORIENT, NY 11957 DG�3QNVOMC �'��'�C ELECTRIC - UPPER LEVEL BEAL & SOUNATURF DATE OCTOBER 13, 2022 •+""'�. PROJECT NO 00048-202 � ® F`o'`o ;�,, RR C ! DRAWN BY CHECKED BY 01 UPPER LEVEL RR SCALE 114" = 1'-0" r� NUMBER E- 10 I N TrE.N41y -------- ------------ -- -------- -- - --- -- ---- -- - --- ----- - - - - ---------------------- -------- - _...- - -- --- - @2019 RRL ARCHITECTUREAN D DESIGN,PLLC " T-4" T-2" 7'-3" T-T 7'-3" T-3" T-3" T-3" ' RI JOIST/ST P - RI J01, If ST P Il - RIM,J01 T/ST P 11 w - RI J IS /S P - ---- - I J01'J/S EPIL / -�- I J01I /ST P IL _li1J— Q1:11 _ ~ I JOI /STEP LIl j II JOIS /S P �E1-❑0L—1 — NZ4 7 4x4 I x4 4x4 FIX 4x4, 1 4�C4 Ix4 x4 I 4x ! I 1 4x4 o POST I , P ST P ST j) POS I POT 1I ( P ST 1 POST I POST' I POST 0 I ci d I cJ ci 0 0 0 l0 0 0 p H CV CV cal CV CV cV cV m O_ O Ua U @� aU U U N CO 0o co eo I �b co 0o 0o w I I N i I I I I! —c— -- - AM !�Lul 'LE 2 .-— - - j - - - -_ -= - LE 8 B - _ - - - — -l— - - -1 .� .�-f _r :-LE XS --- - f' - --- 4x I x4 x4 I 4x 1 1 4x4 I j 41x4 x4 1 4x I 4x4 POST POST P' ST ;POST POT POST P ST OS POST N 0 O F 'O O O! `cam Ilco 00 X / N N h I i i i �1/ �--lL- ILI— L LU I` fli ___— 2X8 LEDGE 2 8 L GE FX8 LL DG R '_ --- 4x4 ----- _ _ 1 4x4 ------- —L 4x4 —POST POST POST Lu 17 X8 @ f2'-G.C. A X cfl O °D L' o0 -- 2X8@12"O.C. —_ o 0 i F II o 1 1 i 1' 4x4 1 4x4 POSE- .-- I POST - -----� - 3, 4x4 w POST � 2X8 @12"O.C. — w -- — co x m N X EO - 2X8 @12"O.C. w r 1 4x4 w POST -L " 5-10" w - 'll, 4x4 Flo DD IF-SC�G3�77 H DGQ�I E 0 mi 2X8@— ao 12"Q. co w co ----- ----I g NOTE: ORIGINAL SHEET SIZE IS 24X36 1 14x4 POST RICARDO ROMO-LEROUX, R.A. _ ! RRL ARCHITECTURE AND DESIGN, PLLC —77 2xa-@ NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 v ilk pR(ailECTi HAVE I MULFORD CT 4x4 POST pGiOO dGC�u LaDDG"3C��� 3'-6" "_ I MULFORD CT w ORIENT, NY w 11957 a w co O DG3A M NQ 707LE N FIRST LEVEL DECK - STRUCTURAL SFAL o 3MMATUR DATE OCTOBER 13, 2022 ® 1 POOL DECK - FRAMING tED.�,,� PROJECT NO 00048-2021 Ca� DRAWN BY le SCALE /4" _ �'-o" o .o jRR 0 r' RR CHECKED BY lr�_ h S- 100 ©2019 RRL ARCHITECTURE AND DESIGN,PLLC F. 4" DIAM.STEEL 4" DIAM.STEEL 4"DIAM.STEEL COLUMN COLUMN COLUMN /(3) 1 3/4 X 11 7/8 LVL (3) 1 3/4 X 11 7/8 LVL 007xxx J ^ r117/8 00 u ^ xw X --Lu 11 7/8 TJI TJI N@16"O.C. @16"O.C. � N J W W X 1 �11_7/8_TJI @16"O.C. °' 2X12 LEDGER 2X12 LEDGER < r -— -- - -- --------------- -__--- -----------_-_ TENSION STEEL ROD SUPPORT HOUSE PERIMITER — 2X12 LEDGER �b 11 7/8 TJI TENSION STEEL ROD SUPPORT Q is --11 7/8 TJI-- w- 16"O.C. x w r 2X12 LEDGER TENSION STEEL ROD SUPPORT Mo DG�(�w� U VOO�I DATE E \11 7/8 TJI @16"O.C. NOTE: ORIGINAL SHEET SIZE IS 24X36 TENSION STEEL ARCH97ECT ROD SUPPORT 2X12LEDGER RICARDO ROMO—LEROUX, R.A. — RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGIISTERED ARCHITECT LICENSE No. 037966 FROO JEC7 NAME w I MULFORD CT uj W a ui cn pV00�J�04 G�1DDGi[ �� 0 I MULFORD CT N ORIENT, NY 11957 01 BALCONY - FRAMING [DRAWINO v UE SCALE 1/4" = V-O UPPER LEVEL BALCONY — STRUCTURAL BEAL o MUNATUP37- DATE OCTOBER 13, 2022 ,G4e DRAW BY C 00048-2021 D ,,r1, RR ( O .�oI CHECKED BY RR ' s C3 96 S- 10 I Of NUMBER ©2019 RRL ARCHITECTURE AND DESIGN,PLLC a' 16 Ho jubs STATEMENT OF PRODUCT COMPLIANCE Model year: 2020,domestic(North America 60 Hz) Factory-Built Electric Hot Tub Products: J400 Collection: J495TM,J485TM,J480TM,J475Tm,465TM,J445TM,J435TM,J425TM,J415TM J300 Collection: J385,J375TM,J365TM,J355TM,J345TM,J335TM,J325TM,J315TM J200 Collection: J280TM,J270TM'J230Tm,J210TM,J215TM,J225TM,J235TM,J245TM,J275TM J100 Collection: J115TM,J125TM,J135TM,J145TM J-LX Collection: J-LXTM,J-LXLTm, J500 Collection: J585TMj J575TM, The models listed above meet the following standards: .`UL 1563(5th Edition)—Electric Spas, Equipment Assemblies and Associated Equipment . Can/CSA-C22.2 No.218.1-M89—Spas,Hot Tubs and Associated Equipment . FCC part 15 Subpart B Section 15.107&15.109 . Virginia Graeme Baker Act—Sections 1401 —1404 ASME Al 12.19.8-2007-Suction Fittings for Use in Swimming Pools,Wading Pools,Spas,and Hot Tubs • ASTM F 1346-91 -Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs California Energy Commission 2007 Appliance Efficiency Regulations, California Code of Regulations, Title 20, Sections 1601-1608 • Products carry the following marks: ETL Laboratory Testing Performed at Jacuzzi Hot Tubs.and by: APPROVED AS NOTED DATg• Intertek Testing Services(ETL) CKC Laboratories Inc _ t�^a�� 25791 Commercentre Dr. 5046 Sierra Pines Dr FEE BY Lake Forest, CA 92630 Mariposa, CA 95338 NOTIFY BUILDING DEPARTMENTAT 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: Person Maintaining Records of Compliance: I. FOUNDATION-TWO REQUIRM FOR POURED CONCRETE Tony Sadati 2. ROUGH-FRAMING&PLUMBING Jacuzzi Hot Tubs 3. INSULATION 14525 Monte Vista Avenue 4. FINAL-CONSTRUCTION'MUST Chino, CA 91709 BE COMPLETE FOR C.O. - 866-234-7727 ALL CONSTRUCTION SHALL MEET THE www.jacuzzihottubs.com REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR. DESIGN OR CONSTRUCTON ERRORS Updated 3-17-2020 ! Jacuzzi J-LX Specifications Seating Capacity..............................6-7 _ Dimensions......................................84"x 84"x 36" (213.5 cm x 213.5 cm x 91.5 cm); y .: For complete dimensions,see page 100 s 0 Dry Weight........................................876 Ibs(397 kg) ► 'B 01', Filled Weight(Spa Volume) ............5,046 Ibs(2,289 kg) Filled Weight(Average Fill).............4,129 Ibs (1,873 kg)Water Capacity (Spa Volume).........500 US gallons(1,893 Liters) Water Capacity(Average Fill).........390 US gallons (1,476 Liters) _F Electronic Controls.........................Solid state electronic controls with LED readout, 'R programmable temperature, filtration, and heat cycles = -- •-� Pump 1..............................................North America (60 Hz): 27Speed, 4.5 HP brake, 2.5 HP continuous, 56 Frame Export(50 H#...................2-Speed, 2.0 HP continuous Pump 2..............................................North America(60 Hz): 1-Speed,4.8 HP brake, 2.5 HP.continuous, 56 Frame Export(50 Hz):...................1-Speed, 2.0 HP continuous Circulation Pump...................:.........Yes, 8-hour Total PowerPro@ Jets......................36 Seat A Jets .......................................2 PowerPro®RX, 2 PowerPro@)FX Large Rotational, 2 PowerPro®FX Seat B Jets.......................................2 PowerPro®FX Large Rotational, 2 PowerPro@ MX2, 2 PowerPro®FX Seat C Jets.......................................3 PowerPro@ FX Seat D Jets.......................................2 PowerPro@ NX2, 9 PowerPro@ FX Seat E Jets.......................................3 PowerPro@ FX Seat F Jets........................................2 PowerPro@ NX2, 2 PowerPro@ RX, 1 PowerPro@ FX Large Rotational, 2 PowerPro@ FX Massage Selector............................1 Air Controls......................................4, On/Off rocker switch air controller Water Management System............Two 60 ftz Filter cartridges; filter 1 on 8-hour circulation pump;filter 2 on jets pump 1; Factory installed CLEARRAY@ Water Purification Systemv Export(50 Hz):....................Factory installed CLEARRAY@ Water Purification System LED Lighting....................................One underwater light with 4 color modes, one colored waterfall lights, eight dome lights Cabinet.............................................Roasted Chestnut, Brazilian Teak Acrylic Colors..................................Platinum, Silver Pearl, Sahara, Opal, Desert Sand, Monaco, Midnight, Caribbean Surf, Sandstone, Porcelain Headrests.........................................4 Waterfalls .........................................One; Independent flow rate (on or off)adjustment powered by pump 1 Electrical Requirements: .................North America(60 Hz): 240 VAC@40A, 50A, or 60A_ Export(50 Hz): 230-240 VAC@20A, 30A, or 40A, or suitably rated circuit breaker to comply with local electrical codes.Certain countries may require dual power inputs;two GFCI RCD breakers are required for this configuration. Warranty*..........................................North America (60 Hz): 10 Years Shell, 7 Years Shell Surface, 5 Years for Plumbing Component Leaks, 5 Years Equipment and Controls, 5 Years Cabinet, 2 Years Jets, 2 Years Lights, 1 Year Stereo; Export(50 Hz): 10 Years Shell,7 Years Shell Surface, 2 Years Plumbing Component Leaks, 2 Years Equipment and Controls, 2 Years Cabinet, 2 Years Jets, 2 Years Lights, 1 Year Stereo Audio System (Optional).................BLUEWAVE@ Spa Stereo System (MP3/iPod@/FM/Bluetooth/Aux compatible)with four speakers, auxiliary headphone jack, USB port connections and standard wire- less RF remote *(See Warranty Document for Specific Details) Dimensions/Specifications are Subject to Change Without Notice 37 t Massage Selector/Air Control Diagram Massage Selector 1: Directs Jets Pump 1 Output Between Jet !( 1 01 Groups A and B �I ri Air Control 3: Air Control 2: 0 i,�,O Opens/Closes O ens/Closes ` - + 7(( Air Inlet to Jet AY Inlet to Jet ;( 4 il�! Group B I * I. Group A ` Air Control 1: ! Air Control 4: Opens/Closes ,' Q,, , -- ... Opens/Closes Air Inlet to Jet � `�-•� � Air Inlet to Jet Group D Group C ; r4 *` Waterfall Valve Group C and D Jets are always on Pump 2 is running. 36 Total Jets Power- Power- Power- Power- Power- Pro®FX Pro® Pro®NX2 Pro®RX �� Pro®FX ~� Jets(4) Jets(4) t" Jets(21) 1 Large MX2 Jets Rotational � � (2) Jets(5) Spa Operation Subject to Change without Notice Seat Depths A= 28.50" (72.39 cm) F = 29.25" (74.29 cm) Listed dimensions ..,t• O O ,��� distance B= 28.50" (72.39 cm) G = 20.50" (52.07 cm) represent ('' � `I%!_,,, ,� ,;•, ,� , C= 23.60" (59.69 cm) H = 33.25" (84.45 cm) from top of the deck to lowest point in seat. ► "!;. iti D= 29.60" (74.93 cm) Tolerance±0.5" � E= 28.00" (71.12 cm) (1.27 cm). w" Dimensions/Specifications are Subject to Change Without Notice 38 Jacuzzi J-LX Dimensions TOP VIEW FRONT/BACK SIDE VIEW (Front view of stereo option shown) �- 84.0"(213.4 cm) 9.25" 2.5" Optional <''-e==' - ,..?':&ii�N`'..,.;'•.+,,.r:wa--fir;=".. BLUEWAVE (23.49cm) (6.4Icm) Stereo y • ®� f a t %�,3.640`m) ®@ ® a (26.98 cm) 33.5" O '' r Q(85.1 cm 1a.o" ) ® ltP m � 84.0" ®° i (35.5 cm) q- (213.4 cm) g -1 53.0"(134.6 cm) ±} ® 9.75" 0 s (24.7 cm) Front Panel Conduit Port � �\ �,' �� 1"Conduit Part 0 ®r, RIGHT SIDE VIEW } FRONT Drain CLEARRAY System'..'ed Optional Equipment Bay/ on the right comer : BLUEWAVE Stereo Pump Access pp yFf i:l 1' Approx. 5.5" (13.4 cm) Approx. Right Side External5.0" Right Side Extemal 1^Conduit Port (12.7 cm) Drain Cap(Hole Saw Size 2-3/8") IMPORTANT! Always measure each hot tub STOP for exact dimensions BEFORE designing its STOP foundational support and/or decking. 81.5" (207.01 cm) ABS Pan Bottom View ABS Pan 4-- 81.5"(207.01 cm)ABS Pan Dimensions/specifications subject to change without notice.Tolerance±0.5"(1.27cm) 39 Table:3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Page 149) r Number of Number of SIMPSON BEAM HANGER SCHEDULE Foundation Notes: Framing Notes: Joint Description Common Nails Box Nails Nail Spacing F,E ., f'""' ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter BEAM TO WOOD HANGER The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of l Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjoist (2) 1 3/4"X 7 1/4"LVL HU48 prior to construction. the Engineer prior to construction. Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap (3) 1 3/4"X 7 1/4"LVL HU68 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie (2) 1 3/4"X 9 1/2"LVL U410 1. All lumber is to be No.2 or better Douglas Fir Larch N with the following minimum specifications: Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 2,' All rebar ASTM A-615 Grade 60, 9 ( ) 9 p Rim Board to Rafter End Nailed 2-16d 3-16d each end (3) 1 3/4"X 91/2"LVL HHUS 5.50/10 Fb-825 psi WALL FRAMING 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below - p Top Plate to Top Plate(Face-nailed) 2-16d (1) 2-16d(1) per foot (4) 1 3/4"X 9 1/2"LVL HHUS 7.25/10 grade unless indicated otherwise. Fv=95 psi Fc perp-625 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side (2) 1 3/4"X 11 7/8"LVL U410 Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the E= 1,600,000 psi Header to Header(Face-nailed) 16d 16d 16"o.c. along edges (3) 1 3/4"X 11 7/8"LVL HHUS 5.50/10 foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3"below the bottom of the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: (4) 1 3/4"X 11 7/8"LVL HGUS 7.25/12 Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud psi ,2- (2) 13/4"X 14"LVL HHUS 410 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb- p Fv=290 psi (3) 1 3/4"X 14"LVL HGUS 5.50/14 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves Fc perp=650 psi Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot (4) 1 3/4 X 14 LVL HGUS 7.25/14 and other penetrations prior to pouring concrete. E=2,000,000 psi FLOOR FRAMING 3. All Laminated Structural Lumber is to have the following minimums specifications: Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist (2) 1 3/4"X 16"LVL HGUS 412 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable soil g p Bridging to Joist(Toe-nailed) 2-8d 2-10d each end (3) 13/4"X 16"LVL HGUS 7.25/10 is soil containing clay and/or organic material. Fb=2,800 psi Blocking to Joist(Toe-nailed) 2-8d 2- 10d each end 8. Install isolation joints along foundation walls and at column and other floor penetrations. Fv=290 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block (4) 13/4"X 16"LVL HGUS 7.25/14 1 9 p Fc perp=740 psi Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist E=2,100,000 psi Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 9. Installed contraction joints in the cellar floor slab every 18'minimum. p LEGEND: Band Joist to Joist(End-nailed) 3- 16d 4-16d per joist BEAM TO STEEL BEAM HANGER 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot (2) 13/4"X 7 1/4"LVL WPU 3.5617.25 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. 9 1. PA = POST ABOVE ROOF SHEATHING (3) 13/4"X 71/4"LVL WPU 5.5017.25 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum Fb=975 psi Structural Panels 8d 10d (Detail sheet S-4) dry density. Fv= 175 psi 2. D,J = DOUBLE 2X POST UNDER BEAM (2) 1 3/4"X 91/2"LVL GLTV 3.59 Fc perp=565 psi (3) 13/4"X 91/2"LVL GLTV 5.59 Slab Site Preparation E= 1,600,000 psi 3. TJ = TRIPLE 2X POST UNDER BEAM CEILING SHEATHING (4) 13/4"X 91/2"LVL GLTV 49.5-2 *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of the slab 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance Gypsum Wallboard I 5d coolers 5d coolers 7 edge 10 field (2) 13/4 X 11 7/8 LVL GLTV 3.511 g elevation shown on the Architectural drawings. with the manufacturer's specifications. 4. APB =ANTHONY POWER BEAM / WALL SHEATHING (3) 1 3/4"X 11 7/8"LVL HGLTV 5.511 *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer is to be notified 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash 5. LVL = LAMINATED VENEER LUMBER Structural Panels 8d 10d 6 edge/12 field if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. blocking and web stiffeners at bearing points on girders and other load bearing areas. (4) 13/4"X 11 7/8"LVL HGLTV 411.88-2 6. L.B. - LOAD BEARING WALL Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field ( ) 13/4"X 14"LVL GLTV 14 *The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically compacted 7. All straps,connectors, plates, bolts, nails,etc, are to be galvanized or stainless steel. Designated connectors, with clean fill in 6 inch lifts. Each layer is to be compacted to 98%modified proctor, strap etc,on these drawings are made by Simpson unless indicated otherwise.All connectors, straps etc.are FLOOR SHEATHING (3) 13/4"X 14"LVL HGLTV 5.514 to be nailed/bolted in accordance with the manufacturer's specifications. 7. WINDOW AND DOOR HEADERS TO BE (2) Structural Panels 4 13/4"X 14"LVL HGLTV 414-2 *Base Material layer shown on the drawings is to be a compactable,easy to trim, granular fill that will remain stable and support 2X8 HEADERS WITH (2) 2X STUD POST 1"or less 8d 10d 6 edge/12 field ( ) construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a No. 100 sieve but not containing 8. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. UNLESS OTHERWISE SPECIFIED ON THE (1) Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall (2) 13/4"X 16"LVL GLTV 3.516 silt,or organic material is recommended. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). PLANS. be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed3 inches on-center at the panel edge (3) 13/4"X 16"LVL HGLTV 5.516 Slab Notes: 9. All wall sheathing is to be 15132 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall 8. ALL POSTS TO BE (2) 2X STUD POSTS be used to maintain load path. (4) 13/4"X 16"LVL HGLTV 416-2 per the nailing schedule on this sheet. p f UNLESS OTHERWISE SPECIFIED ON THE * (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cutY22 inch below the slab 10. Solid blocking Is to be installed eve 8'max or mid span of all floor joists with spans exceeding 8'. PLANS. reduced to 1 - 16d nail per foot, surface and the resulting joint is to be filled with an elastomeric joint sealant. g every p j p 9 JOIST/RAFTER TO WOOD HANGER TJI 230 91/2" IUS 2.37/9.5 *Contraction joints are to be installed as shown in the drawings and are to be the thickness of the slab but not less than 1 inch 11. Double joists are to be installed below parallel walls. TJI 560 11 7/8" IUS 3.56/11.88 deep. 12. Blocking is to be installed at all point load bearing points. *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by precast concrete TJI 56014" IUS 3.56/14 bar supports to assure that the reinforcement is held in position during concrete placement and finishing. 13. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise. 14. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless JOIST/RAFTER TO STEEL HANGER Steel. Design Loads: TJI 230 9 1/2" ITS 2.37/9.5 TJI 560 11 7/8" MIT 411.88 15. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. -Roof-Live Load-30 psf Based on ASCE-7 and P9'=25 psf per psf R301.2(5) TJI 56014" WPI 414 Steel Notes. -Dead Load-15 1. All steel is to be ASTM Specification A-36 -2nd Floor Deck Live Load -40 psf-Dead Load-15 psf 2. All bolted connections are to be made with A-325 bolts. - 1st Floor -Live Load -40 psf -Dead Load-15 psf 3. Square, rectangular and circular columns are to be ASTM Specification A500. Wind Loads-130 mph-ASCE-7 4. All columns are to be bolted to steel girders with Y2"bolts or unless otherwise shown on the plans. qh=47.9 psf(Exposure D) Roof C&C Loads: 5. 1/2"web stiffeners are to be installed at all point load bearing points and over all column supports. - 66.7 psf(Zone 1) - 77.9 psf(Zone 2) 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. -131.9 psf(Zone 3) 5. All weld joints are to use E70XX electrodes. Wall C&C Loads: -57.6 psf(Zone 4) 6. All girder splices are to be made above columns. -69.2 psf(Zone 5) THIS BUILDING IS DESIGNED AS AN ENCLOSED 7. Steel is to be prime coated. STRUCTURE. 7. All steel located on the exterior to be galvanized or stainless steel. 8. Unless indicated otherwise, all interior columns are to be bolted to steel girders with y"bolts and all Design Criteria-NYS Residential Code R301.2.1.1 and utilized the perimeter columns and beams are to be welded. methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper 9. Steel fabricator to provide 9116"diameter holes spaced at 16"o.c. staggered as necessary to enable steel to Association Wood Frame Construction Manual for One and Two Family be secured to wood plates to the top and bottom flanges and packing to the web as necessary. Dwelling Units-High Wind Addition and ASCE 7. 10. All continuous columns to be laterally supported at intermediate floors. 11. Shop drawings for all steel connections to be provided to the architect and approved prior to fabrication. REVISIONS Condon En ineerin PC PROPOSED RENOVATION , " . Scale:AS SHOWN g g 1 MULFORD COURT Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 1755 Sigsbee Road ORIENT NY Education Law,Article 145,Section 7209,for any person unless acting under the Drawn by:JJC Mattituck, New York 11952 direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any NOTES AND item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is (631) 298-1986 (631) 298-2651 Fax altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her Date:2/23/2023 www.condonengineeri ng.com seal and the notation"Altered by"followed by his/her signature and the date of such SPECIFICATIONS alterations,and a specific description of the alteration. RIM JOIST/STEP RIM JOIST/STEP w 2X12 P.T.STRINGERS @ 16"O.C. RIM JOIST/STEP w 20"0 SONOTUBE PIER(TYP.) � o RIM JOIST/STEP w RIM JOIST/STEP w o RIM JOIST/STEP c~i) o RIM JOIST/STEP BEAM TO POST TYP. Pkm JOIST/STEP \ \ \ \ \ \ / _ _ NiNiNommi 1 (2)2X10J/ 2X1P.T. DROPPP D� / (2 10 DROPPED J/(2) 0 P.T DR EDT J/ (2) P.T DRO D /(2)2X T. DROP / (2)2X .T. DROP EP D��J/ 2X1P.T. DROPPED� �� / Cn O "' 6"P.C.SLAB UNDER HOT TUB `D 4X4 P.T.POST(TYP.) 7 SIMPSON ABU44Z 5"0 XXS PIPE COLUMN UP CO m S � I I COLUMN BASE(TYP.) I I � N o W/6X6 W2.OXW2.0 WWM � °D 5"0 XXS PIPE COLUMN UP--,---- J � 14"X 14"P.C.PIER ON A ( L J � 14"X 14"P.C.PIER ON A � L J I � m L _ — J 36"X 36"X 12"P.C.FTG L — — -��36"X 36"X 12"P.C. TG �L — — -J F O V #5 REBAR @ 12"O.C.BOTH DIR.(TYP.) #5 REBAR @ 12"O.C.BOTH DIR.(TYP.) V /(2)2X10 P.T. DROPPED `� / (2)2X10 P.T. DROPPED D D/ (2)2X10 P.T. DROPPED /(2)2X10 P.T. DROPPED / (2)2X10 P.T. DROPPED®/(2)2X10 P.T. DROPPED l / (2)2X10 P.T. DROPPED`� / (2)2X10 P.T. DROPPED / A A �U O O O a a na 00 2X8 LEDGER W/5/8"TB 00 00 @ 16"O.C.STAGGERED FNNN/ (2)2X10 P.T. / (2)2X10 P.T. (3)1 314 X 11 7/8 LVL ' HEADER HSS 12X4X518 UP HSS 12X4X5/8 UP HSS 12X4X5/8 Up-/ o ' ' 2X8 LEDGER W/518"TB 7T H Xo 2X8 P.T.@16"O.C. ' @ 16"O.C.STAGGERED n N ' SEE BASE PLATE DETAIL ' X XW 2X8 P.T.@16"O.C� N / SIMPSON ABU44Z�, '' l / (2)2X10 P.T. COLUMN BASE(TYP.) / � I 2X8 LEDGER W/5/8"TB 2X8 LEDGER W/5/8"TB @ 16"O.C.STAGGERED @ 16"O.C.STAGGERED rl W I o � N 2X8 P.T.@16"O.C� V� I a 2X8 P.T.@16 O.C�I X N l \ ' BEAM TO POST(TYP.) �J (2)2X10 P.T. / M — M III I= 2X8 P.T� �' 20"DJ SONOTUBE PIER(TYP.) N l�@ 16'O.C. I I / 1 UP 4X4 P.T.POST(TYP.) 1 1 Atm 1 � 1 r— cj f X 1 d O CV to ' N 4X4 P.T.POST i� n @� 1 BELOW I / 1 ` (/ 2X8 P.T. (2)2 12 P.T. �@ 16"O.C. 1 ---- 1\ T NEW STAIR RUNTO UPPER LEVEL EXISTING 2X12 P.T.STRINGERS REVISIONS 1 __------ -_ w @ 16"O.C. WALKWAY o-ABOVE 1 owTO REMAINw- - - - - - - - - - - - - - N Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State = Education Law,Article 145,Section 7209,for any person uwnless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any (2)1 3/4 X 71/4 LVL 1 1 item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is HEADER altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her 1 i PROPOSED CUT-OUT seal and the notation"Altered by"followed by his/her signaiture and the date of such FORR NEW STAIRWELL EXISTING FLOOR JOISTS alterations,and a specific description of the alteration. FO NEW AWNING ABOVE. TO BASEMENT SEE'PAGE S4 FOR DETAIL- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - Scale: 1/4"=1'_0" Condon Engineering, P.C. PROPOSED RENOVATION 1 MULFORD COURT Drawn by:JJC 1755 Sigsbee Road ORIENT, NY Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax FOUNDATION & Date:2/23/2023 www.condonengineedng.com FIRST FLOOR PLAN (3)1 3/4 X 117/8 LVL CONT. 5"0 XXS PIPE COLUMN DN 5"0 XXS PIPE COLUMN DN 5"0 XXS PIPE COLUMN DN CO F-: M w � � o LU TJI 560 117l8 TJI @16"O.C. TJI 560117/8 TJI @16"O.C. LU v " w � � xcn XX `✓M_ 00 2X12 LEDGER W/5/8"TB V' MOMENT CONNECTION @ 16"O.C.STAGGERED (SEE DETAIL) 117/8 TJI I I I ( @16"O.C. VO TENSION STEEL ROD (3)1 3/4 X 117/8 LVL HEADER SUPPORT(SEE DETAIL) W10X22 ( W10X22 U' HSS 12X4X518 DN MOMEN}CONNECTION I MOMENTICONNECTION I HSS]2X4X5/8 DN o (SEE DETAIL) HSS 12X4X518 DN (SEE DETAIL) w SIMPSON DTT2Z J v ti WITH 1/2"0 GALV.THREADED ROD WITH X NUTS AND WASHERS(TYP.) X v _ M 117/8 TJI NOTE: @16"O.C. N PROVIDE SHEAR PLATES AT NEW STEEL 2X12 LEDGER W/5/8"TB COLUMNS TO PROVIDE SUPPORT FROM @ 16"O.C.STAGGERED INTERIOR FLOOR BEAMS(TYP.) VO TENSION STEEL ROD i/—S UPPORT(SEE DETAIL) Uj W w 11 718 TJI qj 0 � � @16"O.C. � J � CO J � � X ti M X M _ N V VO TENSION STEEL ROD N f SUPPORT(SEE DETAIL) W W o w = 2X12 LEDGER W/5/8"TB g @ 16"O.C.STAGGERED 11 718 TJI r @16"O.C. X M M _ (3)1 3/4 X 117/8 LVL — c� 1"0 TENSION STEEL ROD SUPPORT(SEE DETAIL) w o J Q CO LLJ n X N X DN N (2)13/4 X 117/8 LVL HEADER (2)1 3/4 X 91/4 LVL HEADER � � � � � 1 (2)1 3/4 X 91/4 LVL HEADER I /) 2X12 LEDGER W/5/8"TB ' � @ 16"O.C.STAGGERED I ' � I REVISIONS L V (2)13/4 X 117/8 LVL CONT. J VO TENSION STEEL ROD 1"0 TENSION STEEL ROD SUPPORT(SEE DETAIL) SUPPORT(SEE DETAIL) Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4"=1'-O" PROPOSED RENOVATION Condon Engineering, P.C. 1 MULFORD COURT 1755 Sigsbee Road ORIENT, NY Drawn by:JJC Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax 2 N D FLOOR DECK Date:2/23/2023 www.condonengineering.com FRAMING PLAN 1 it 1/2"X 3"PL.TOP&BOT. BOTH SIDES OF WEB 4-1/2"0 BOLTS Radius 5/8"OR 2 tw 1/2"WEB STIFFENER 1/2"WEB STIFFENER STEEL BEAM PL 1 X 5 314 X 6 1/2-A36,TYP. 0 3 FACES(TYP.BOTH PL.) —2 @ 3"GAGE 2-3/4" LVL BEAM 4-1/2"0 BOLTS 3116 _ (0.75-A325-N-STD) (SEE PLAN FOR SIZE) 5/8"0 BOLTS ,s '9( 1/4"STL.PLATE HSS 12X4X5/8 A500-B-46 I I M I PL 318 X 3 1/2 X 5-A36 I S ' ' , 16 Q 5'6->� 4Z=< 2 @ T(0.75-A325-N-STD) I I I I -------- -�---�-------�------- NOTES: ' 1. CLEAR SPACING BETWEEN OPENINGS=D 2. DISTANCE TO SUPPORT=2D I I I ' 3. DISTANCE TO POINT LOAD=D I I W1OX22-A36 N- END GAP=1/2" Li TYPICAL INTERIOR STEEL COLUMN TYPICAL REINFORCED BEAM E70'� 14" (4)5/8"0 HOT DIPPED 11/16 ALL WELDS UNO GALV.ANCHOR BOLTS A36 STEEL FL►TCH PLATE °�£ (SEE PLAN FOR SIZE) FLITCH BEAM DETAILS TO STEEL BEAM DETAIL PENETRATION DETAIL MOMENT CONNECTION DETAIL 5"0 XXS PIPE COLUMN NOT TO SCALE SCALE:2"= 1'-0" NOT TO SCALE SCALE: 1"=T-0" 14"X 14"X 3/4" 2„ STEEL BASE PLATE 3 I 16 12" 4-1"0 Anchor Bolts "Steel Base Plate 4,000 PSI Non Shrink Grout `\ Pedestal p. v - v a p . m v a MIN.DISTANCE MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B 1)/2"HOLE MAY BE CUT NO FIELD CUT LARGER THAN 1 1/2" -ANYWHERE IN WEB OUT- HOLES IN IN CANTILEVER SIDE OF HATCHED ZONE d: HATCHED ZONES ❑ O DO NOT CUT OR > ,v NOTCH FLANGE. 4-#5 REBAR ° 6" 6„ 6" L1 2 X D1 I D1 I L2 2 X L2 D2 g" 6 v MINIMUM MINIMUM p' V V• Q > , - (APPLIES To ALL CLOSELY GROUPED ROUND HOLES ARE ° HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN 8"X 18"X 1/2"PL CANTILEVER REINFORCEMENT. 4-5/8"X 6"GALV.LAG BOLTS °• TABLE A-END SUPPORT WELD ROD TO PLATE (PLATE TO SPAN BETWEEN 2 STUDS MIN.) HSS 12X4X518 1/4" MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 14"X 14"P.C. MIN.PIER JOIST TJIo ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PT 2" T 4" 5" 6/, 8Y2� 2" 3' 4" 5" 6,2„ 8Z2., 11" 13" I I I I DEPTH 7" 11" 13" 7" 9%" 360 T-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-6" 3-6" 5-0" 5-6" 2X6 STUDS " @ 16 O.C. �1 1/4"STEEL BASE PLATE pa. 11 V8" 560 1'-0" 1'-0" 1'-6" 3'-0" 5-0" 5-6" 8'-0" 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-6" 8'-0" 4S° (TRIPLE STUDS AT BOLT LOCATIONS) Win 14" 560 T-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 6'.0" 9'-0" 1'-0" 1'-0" T-6" 3'-6" 6'-6" T-0" 9'-W#n7 16" 560 1'-0" 1'-0" 1'-0" T-0" 1'-0" 1'4' 3'-0" 6'-6" 10'-0" T-0" 1'-0" 1'-0" T-6" 5'-0" 6'-0" 10'-0" -0" 1"0 GALVANIZED NOMINAL ROAD 8-1"0 ANCHOR BOLTS #3 STIRRUPS @ 12"O.C. ° p °a• . ° . ' TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT ° v MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT 8-1"0 ANCHOR BOLTS _ __ 1/4"ST�.ISADD as ° JOISTROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE WITH 4- T 0 SADDLE DRILL&EPDXY TJIo p DEPTH 2" 3" 4" 5" 6%" 7" 8 a" 11" 13" 2" 3" 4" 5" 6%" 7" 8'2" 11" 13" 24° a a p H Z 230 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-6" 3'-0" 4'-6" 6'-6" 7'-&' N N a • ° 92" 360 3'0" 4'0" 5'6" 6'6" 9'0" 3'0" 4'_6" 5'6" T-6" 8' ' co 1'-6" 3'0" 4'6" 5'6" 8'-0" 8'6" 12'-0" 3'_0" 4'-6" 6'0" 8'-0" 10'6" 11'-0" 12'-0" _ of 0 560 1'0 1'0' 1'6 3'6' 5'6 6'6' 9'6' 13'6.11'0 3'.0" 5'0' T 0' 10'0' 11'0' 13'-6' --------- #5REINFORCING a a b 560 1'-0" 1'-0" 1'0" 1'0" 2'-6" 3'-6" 7'0" 11'0" 15'0" 1'0" 1'-0" 3'6" 5'6" 9'-0" 10'-0" 14'-6" 16'-0" 18'0" SIMPSON LSTA36 ° o ' 2X12 LEDGER W/5/8"X 6"LAG RODS AT 12"O.C. k . ° ° ° ° ° RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. STRAP (2)1 3/4"X 11 7/8"LVL BOLTS @ 16"O.C.STAGGERED EACH WAY(TYP.) . HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. 1 1/4"STEEL PLATE 3" 12"MAX. 3" • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT, M • FOR SIMPLE SPAN(F MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND 3-0"(OR AS NOTED ON PLANS) HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM ER'S GUIDES.FOR OTHER LOAD CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®TJD-BEAM®SOFTWARE OR CONTACT S FROM CURRENT ILEVEL IIYOUR ILEVEL REPRESENTATIVE. TYPICAL WINDOW AND DOOR HEADER STEEL COLUMN BASE PLATE AND ANCHOR BOLT TYPICAL ISOLATED FOOTING DETAIL ALLOWABLE HOLES — TJI® JOISTS STRAPPING DETAIL EACH CORNER TENSION ROD SUPPORT DETAIL DETAIL AT FOUNDATION WALL SCALE: 1"=T-0" NOT TO SCALE NTS SCALE 1/2"=1'-0" SCALE 1"= 1'-O" MICROLLAMO LVL 2 X DIAMETER OF THE AND PARALLAMO LARGEST HOLE JDEPTH PSL HOLE ZONE (MINIMUM) NOTE: E 2X8 ACQ LEDGER BOLTED TO FRAMING 1. FINAL RAILING DETAILS TO BE APPROVED BY THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION. WITH 5/8"GALV. THROUGH BOLTS @ 16" O.C. STAGGERED F_HEADER MAXIMUM ROUND MICROLLAM LVL AND DEPTH HOLE SIZE PSL PARALLAM 4�" 1" L/3 ALLOWED HOLE ZONE L/3 4X44 WOOD POST 4X4 WOOD POST � 1 3 �� 7Y"to 20" 2" 5/4 DECKING SEE ILLUSTRATION FOR ALLOWED HOLE ZONE NIVV.9E SIMPSON DTT2Z SIMPSON DTT2Z n1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. WITH 1/2"0 GALV.BOLTS WITH 1/2"0 GALV.BOLTS > > 2X8 P.T. DJ @ 16"O.C. (2)2X10 P.T. BEAM DROPPED 2. ROUND HOLES ONLY 7A 3. NO HOLES IN CANTILEVERS. SIMPSON DJT14Z 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Z j Z „ 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN A I a I I 1�� I IN JOISTS TO LEDGER/BEAM SIMPSON DJT14Z 4X4 P.T.COLUMN(TYP.) ILLUSTRATIONS AND TABLES.NA NI REVISIONS 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE 2X2 BALUSTER WITH SIMPSON LUS26 a:A. STRUCTURAL ENGINEER. HANGERS SIMPSON DTT2Z ' %• SIMPSON ABU44Z LOOR JOIST ECK JOIST WITH 1/2"0 GALV.THREADED ROD WITH FLOOR SHEATHING NAILED 6"MAX. a• A �: .' A COLUMN BASE TYPICAL I LEVE L LVL PENETRATION C)LID BLOCKING OLID BLOCKING NUTS AND WASHERS ' A ' m' O.C.TO JOIST WITH HOLDDOWN •°', .. CO 1/2"0 GALV.BOLTS 1I2"0 GALV.BOLTS (SEE PLAN FOR LOCATIONS) - SCHEDULE AND D E TA I L c Z • 'e° ,• !,. . : •�•' NOT TO SCALE• 4 . , a. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State • ° Education Law,Article 145,Section 7209,for any person unless acting under the SIMPSON DTT2Z FLOOR JOIST 20"0 SONOTUBE direction of a licensed Professional Engineer,Architect,or land Surveyor,to alter any WITH 1/2"0 GALV.BOLTS (SOLID 2X JOIST FOOTING TO GRADE 20"0 SONOTUBE item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is OR 2X BLOCKING) FLOOR JOIST FOOTING TO GRADE DECK JOIST altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her "' (SOLID 2X JOIST seal and the notation"Altered by"followed by his/her signature and the date of such ECK JOIST OR 2X BLOCKING) FOOTINGS TO BE PLACED ON alterations,and a specific description of the alteration. SIMPSON DTT2Z 2X8 P.T.LEDGER UNDISTURBED SOIL WITH 1/2"0 GALV.BOLTS SOLID BLOCKING WITH 5/8" 41 THROUGH BOLTS Scale: l/4 -1 O Condon Engineering, P.C" PROPOSED RENOVATION CONONALWAS FLASHING - 1 1 1 MULFORD COURT POST INSIDE OF POST OUTSIDE OF @ 16' O.C. .a�. � - (PROVIDE ADDITIONAL WASHERS AT STAGGERED ' '•d• BAND JOIST BAND JOIST THROUGH BOLTS TO PROVIDE A 1/4"MIN. :�. COU SEPARATION FROM THE BUILDING) Drawn by:JJC 1755 Sigsbee Road ORIENT, NY Mattituck, New York 11952 TYPICAL DECK RAILING CONNECTION DETAILS TYPICAL DECK JOIST TO BUILDING CONNECTION DETAIL TYPICAL REAR DECK SECTION (631) 298-1986 (631) 298-2651 Fax 2ND FLOOR DECK S4 SCALE 1/2"=1'-0" NOT TO SCALE 1/2" - 1'-011 Date:2/23/2023 www.condonengineering.com FRAMING PLAN NOTES LEOENDS rpm", 17 Lell, w u.. JV, J'V\ LOT B R ❑, o 0 0 014 2 1 . 6 GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT'D NAILING SCHEDULE (WFCM 2018) FLOOR AREAS JOINT DESCRIPTION NAIL SIZES NAILING SPACING 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 INTERNATIONAL RESIDENTIAL CODE WITH 19. ALL WINDOW AND DOOR HEADERS TO BE 2-2X1 0 UNLESS NOTED OTHERWISE ROOF FRAMING BASEMENT AMENDMENTS BY NEW YORK STATE. CODE BOOKS INCLUDE BUT NOT LIMITED TO: 2020 20. VENT DRYERS TO EXTERIOR AS PER IRC SECTION M 1502 RAFTER TO TOP PALATE(TOE-NAILED) 3-8d �ER RAFTER EXISTING UNFINISHED INTERNATIONAL RESIDENTIAL CODE; BUILDING CODE; ENERGY CONSERVATION CONSTRUCTION 21. VENT RANGE HOODS AS PER IRC SECTION M1 503 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST PROPOSED - FINISHED 1,298 SQ.FT. CODE; PLUMBING CODE; FIRE CODE; MECHANICAL CODE;FUEL GAS CODE; EXISTING BUILDING 22. BATH ROOMS/MECHANICAL VENTILATION AS PER IRC SECTION M1 507 CODE;PROPERTY MAINTENANCE CODE.ALL CODES SHALL SUPERCEDE THE DRAWINGS AND 23. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217, INSTALLED AS PER THE IRC CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 6-16d EACH LAP SHALL BE INCORPORATED INTO THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS SECTION 314 AND NFPA72. SHALL BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE OF EACH OR NOT. SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM AND ON EACH STORY CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 6-16d EACH LAP GROUND FLOOR 2. ADDITIONAL REFERENCE STANDARDS UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION; OF THE DWELLING, INCLUDING BASEMENT AND CELLARS AND NOT LESS THAN 3 FEET FROM THE COLLAR TIE TO RAFTER (FACE-NAILED) 2-8d PER TIE WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 140 MPH 2020 BATHROOM DOOR CONTAINING A BATHTUB OR SHOWER.ALARMS SHALL BE INTERCONNECTED EXISTING 1,820 SQ.FT. EDITION. PRESCRIPTIVE AND ENGINEERED METHODS. AND HARD-WIRED TO A COMMERCIAL SOURCE. WHENEVER AN ALTERATION,ADDITION, OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END PROPOSED 1,820 SQ.FT. 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS CONVERSION IS MADE TO AN EXISTING RESIDENCE,THE SMOKE DETECTION SYSTEM OF THE RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 4. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL DIMENSIONS, ENTIRE RESIDENCE MUST BE BROUGHT UP TO CODE, HARD-WIRED AND INTERCONNECTED. EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. 24. CARBON MONOXIDE ALARMS: SHALL COMPLY WITH IRC R315, IFC SECTION 915 AS AMENDED BY WALL FRAMING 5. THE MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, PLUMBING SYSTEMS,AND SOLAR ENERGY THE NYS SUPPLEMENT.ALL CO ALARMS SHALL BE CONNECTED TO THE LIGHTING CIRCUIT WITH 2ND FLOOR SYSTEMS, SHALL BE INSTALLED IN ACCORDANCE UNDER LATEST STATE APPROVED BUILDING NO INTERVENING WALL SWITCH. BATTERY-POWERED ALARMS ARE NOT ALLOWED. CO ALARMS TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT EXISTING 1,820 SQ.FT. CODES.ALL SYSTEMS ARE TO BE DESIGNED, INSTALLED, SPECIFIED BY THE GENERAL ARE REQUIRED WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING SLEEPING AREA, TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS-EACH SIDE PROPOSED 1,820 SQ.FT. CONTRACTORS; HVAC, ELECTRICAL OR PLUMBING SUB-CONTRACTORS. ELECTRICAL WITHIN 15 FEET OF EACH AND EVERY SLEEPING AREA. CERTIFICATES ARE TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR. 25. WALL BRACING: BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH IRC SECTION R602.1 0 OR STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. 6. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING WHEN APPLICABLE, SECTION R602.12 OR SECTION R602.10.4.2 CONTINUOUS SHEATHING HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36" BELOW GRADE METHODS. MINIMUM. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE 26. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER STUD DEPTH OF ALL EXISTING FOOTINGS DISTURBED BY CONSTRUCTION. IN SECTION R8021 1.1 FROM THE ROOF ASSEMBLY TO THE FOUNDATION. WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWABLE 27. ASPHALT SHINGLES: SHALL COMPLY WITH ASTM D 3462. WIND RESISTANCE OF ASPHALT BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, WOOD HEADER SIZES BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE SHINGLES SHALL BE TESTED IN ACCORDANCE WITH ASTM D7158 AND CLASSIFIED AS PER TABLE ENDJOIST OR BLOCKING (FACE-NAILED) 2-16d PER FOOT ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. R905.2.4.1 OF THE IRC RESIDENTIAL CODE. FASTENERS OR ASPHALT SHINGLES SHALL BE I I NOMINAL 7. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED;5% <7%TOTAL AIR CONTENT BY VOLUME GALVANIZED OR STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE FLOOR FRAMING LUMBER SIZE SPANS AND HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. EXCEPT EXPOSED SHANK WITH A MINIMUM 3,, INCH DIAMETER HEAD.THE FASTENERS SHALL PENETRATE THROUGH a JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST (2) 2X6 UP TO T-O" SLABS, GARAGE SLABS AND STEPS SHALL BE 3,500 PSI.ALL WORK SHALL BE IN ACCORDANCE THE ROOF SHEATHING AND COMPLY WITH ASTM F 1667. MINIMUM NUMBER OF FASTENERS AS WITH THE 2020 INTERNATIONAL BUILDING CODE AND NYS AMENDMENTS.ALL CONCRETE SHALL PER MANUFACTURER BUT NOT LESS THAN 4 PER STRIP. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END (2) 2X8 X-O"TO 6-0" CONFORM TO THE LATEST AC I STANDARDS. 28. SWIMMING POOLS: SHALL CONFORM TO IRC 2021 SECTION R326 AND AS AMENDED BY THE NYS REINFORCEMENT: STEEL REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF ASTM BUILDING STANDARDS AND CODE 2021 UNIFORM CODE SUPPLEMENT DATED MARCH 2016. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END (2) 2X 10 6'-0"TO V-0" A615,A706 OR A996. MINIMUM YIELD STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI 29. SOLAR READY DWELLINGS: SHALL CONFORM TO IRC 2020 SECTION 324 AND AS AMENDED BY THE BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK (2) 2X 12 8'-0"TO 10'-0" (GRADE 40), REQUIRED REINFORCEMENT SHALL BE IN ACCORDANCE WITH IRC TABLE R404.1.2(3), NYS BUILDING STANDARDS AND CODE 2016 UNIFORM CODE SUPPLEMENT DATED MARCH 2016. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST R404.1.2(8) 30. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO IRC SECTION R507. LOCATION OF REINFORCEMENT:THE CENTER OF VERTICAL REINFORCEMENT IN BASEMENT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST POST SHALL BE 4X4 (NOMINAL) WALLS SHALL BE LOCATED AT THE CENTERLINE OF THE WALL DETERMINED FROM TABLES TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS R4041.2(2)THROUGH R4041.2(7). VERTICAL REINFORCEMENT IN BASEMENT WALLS DETERMINED BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST NOTE:ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING FROM TABLE R404.1.2(8) SHALL BE LOCATED TO PROVIDE A MAXIMUM COVER OF 1-1/4 INCHES CLASS OF MATERIAL LOAD-BEARING PRESSURE (LBS/PSF) BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d (01 PER FOOT DRAWINGS WILL SUPERCEDE THIS SCHEDULE FROM THE INSIDE FACE. CRYSTALLINE BEDROCK 12,000 NOTE: USE (2)2X HEADERS AT ALL 2X4 EXTERIOR WALLS CONCRETE BASEMENT FOUNDATIONSN SHALL HAVE HORIZONTAL REINFORCEMENT AS SEDIMENTARY AND FOLIATED ROCK 4,000 ROOF SHEATHING FOLLOWS: BASED ON R404.1.3.2 (INCLUDES BASEMENT ENTRANCES AND WINDOW WELLS) SANDY GRAVEL AND/OR GRAVEL(GW AND GP) 3,000 WOOD STRUCTURAL PANELS 8d 6"O.C. EDGES OF <8'WALL HEIGHT: ONE#4 BAR WITHIN 12 INCHES OF THE TOP OF WALL AND ONE#4 BAR NEAR SAN, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL MID-HEIGHT OF WALL. (SW, SP,SM, SC, GM AND GC) 2,000 PANEL, 12"O.C. INTERIOR �:8'WALL HEIGHT: ONE#4 BAR WITHIN 12 INCHES OF THE TOP OF WALL AND CLAY,SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT ONE#4 BAR NEAR THE THIRD POINTS IN THE WALL STORY. (CL, ML, MH,AND CH) 1,500b OF PANEL 8. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER: JOISTS, STUDS, DIAGONAL BOARD SHEATHING RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER, E=1.6 X 106 , MIN. WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING CAPACITIES OF THE Fb FOR DIMENSIONAL LUMBER= 850 PSI SOIL SHALL BE PART OF THE RECOMMENDATIONS Vx6"OR I"x8" 2-8d PER SUPPORT ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: Vx10"OR WIDER 3-8d PER SUPPORT A. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED ASTM A153 CLASS D OR STAINLESS WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE STEEL. STAINLESS STEEL SHALL ONLY BE USED WITHIN ONE MILE OF THE WATER. LIKELY TO BE PRESENT AT THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY CEILING SHEATHING B. USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES A SOILS INVESTIGATION. GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10"FIELD C. ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR USP ETC SHALL BE WALL SHEATHING HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 9. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS, MICRO-LAM, ETC" SHALL BE WOOD STRUCTURAL PANELS 8d 6"EDGE/12"FIELD INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LATEST INSTALLATION DETAILS, FRAMING CONNECTORS, ALLOWABLE HOLE DIAGRAMS, SPECIFICATIONS, ETC. ENERGY NOTES STRUCTURAL FIBERBOARD PANELS "MICRO-LAM" DESIGN STRESS: E=1.9, Fb=2,600 PSI, Fv=285 PSI 1 12" 1 1ga galv. 3"EDGE/6" FIELD "PARALLAM PSL" DESIGN STRESS: E=2.0, Fb=2,900 PSI, Fv--290 PSI 25/32" roofing nail 3"EDGE/6"FIELD "ANTHONY POWER BEAMS"DESIGN STRESS E=2.1, Fb=3,000 PSI, Fv--300 PSI 10. BASEMENTS, EACH SLEEPING ROOMS IN BASEMENT AND EVERY SLEEPING ROOM SHALL HAVE AT 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD LEAST ONE OPENABLE EMERGENCY ESCAPE AS FOLLOWS: CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO A. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED HARDBOARD 8d 6" EDGE/12" FIELD No DATE B. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT GRADE FLOOR OPENINGS SHALL BY THIS CODE. 01 PERMIT AMENDMENT 11/09/23 HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. 2. ALL PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL PARTICLEBOARD PANELS 8d (see manufacturer) - C. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC DIAGONAL BOARD SHEATHING D. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES N1101.14. E. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL 1"x6"OR 1"ff' 2-8d PER SUPPORT THE ROOM WITHOUT USE OF KEYS OR TOOLS. EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. Vxl 0"OR WIDER 3-8d PER SUPPORT 11. STAIR HANDRAIL: PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF 4. INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED TREADS OR FLIGHT WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT MEASURED ABOVE STAIR IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1.WHERE REQUIRED BY CODE FLOOR SHEATHING TREAD NOSING, SHALL NOT BE LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.ALL OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY WOOD STRUCTURAL PANELS HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY COMPLIANCE. NOTE: ORIGINAL SHEET SIZE IS 24X36 ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE 5. TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1"OR LESS 8d 6"EDGE/12" FIELD FLIGHT. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-1/2 EQUAL TO 3 ACH50 IN CZ 4A, 5, 6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD ARCH ffECTr INCHES BETWEEN THE WALL AND THE HANDRAIL. SEE IRC CODE FOR EXCEPTIONS. REFER TO IRC PARTY. GREATER THAN 1 1 Od 6" EDGE/6" FIELD CODE FOR GRIP SIZE SPECIFICATIONS. 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R8 @ 3" DIAGONAL BOARD SHEATHING 12. GUARDS: PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES OR GREATER IN DIAMETER,AND R6 @ DUCTS LESS THAN 3" IN DIAMETER. RICARDO ROMO-LEROUX, R.A. ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE A RAILING NOT LESS THAN 36 INCHES IN 7. DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. I"x 6"OR 1"x 8" 2-8d PER SUPPORT HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE NO 8. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN 1"x 10"OR WIDER 3-8d PER SUPPORT RRL ARCH11TECTURE AND DESIGN, PLLC MORE THAN 4 INCHES APART. EXCEPT THE TRIANGULAR OPENINGS FORMED BY THE RISER, APPROVED THIRD PARTY. NEW YORK REGISTERED ARCHITECT TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. PERMITTED TO BE OF SUCH A SIZE THAT A 6 INCH SPHERE CANNOT PASS THROUGH. OPEN SIDES 10. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS> 105 DEGREES FAHRENHEIT OR LICENSE No. 037966 OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW <55 DEGREES FAHRENHEIT SHALL BE INSULATED WITH R3 MINIMUM. (1) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE 11. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC. EDGE. NOSING OF THE TREADS. 12. EQUIPMENT SIZING- PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J 13. WINDOW FALL PROTECTION: MERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING AS PROVIDED BY A THIRD PARTY HERS RATER. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS 7 n(0 j E CT N 1%M, 77 IS LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES 13. LIGHTING-A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE REDUCED. ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE WINDOW MUST BE PROVIDED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES 14. ALL HVAC, PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO I MULFORD CT EFFICIENCY INTERNATIONAL MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION WITH IRC R312.2.2.WINDOW OPENING CONTROL DEVICES. , OBTAIN 14. NO BACKFILL SHALL BE PLACED AGAINST THE FOUNDATION WALLS UNTIL THE FIRST FLOOR CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL FRAMING IS IN PLACE OR BRACE THE FOUNDATION. THE DESIGN, CALCULATIONS, DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE [P R(3 J E C 7 A DD 0 HESS 15. DOUBLE JOISTS UNDER PARALLEL PARTITIONS AND UNDER WHIRLPOOL TUBS DOUBLE AROUND CONDITIONING,VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR UPGRADED) STAMPED BY A DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. OPENINGS IN FLOOR AND ROOF FRAMING. PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 16. METAL FLASHING SHALL E INSTALLED WHERE CONCRETE ABUTS WOOD,AND WHERE DECKS 15. ADDITIONS,ALTERATIONS OR RENOVATION SHALL COMPLY WITH IECC 2020 UNALTERED ABUT HOUSE FRAMING. PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. (2)WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED I MULFORD CT 17. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE 18. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1 103 CONTROL SYSTEMS. NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. ORIENT, NY THAN 8 PERCENT OF THE FLOOR AREA OF THAT ROOM,AND THE MINIMUM OPENABLE AREA TO 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. REFER TO IRC ACCORDANCE WITH TABLE R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM 11957 RESIDENTIAL CODE SECTION R303. PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. DRAW Q TDTLE COVER SHEET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEAL I M(MNATURE DATE JANUARY 29, 2024 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN PROJECT NO 00048-202 1 FLOOD DRAWN BY SNOW WIND DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL SPECIAL FROST HAZARD RR o LOAD SPEED TOPOGRAPHIC BORNE CATEGORY TEMP REQUIRED INDEX TEMP 0 yy 45tzo in CHECKED BY (MPH) EFFECTS WIND DEBRIS WEATHERING LINE TERMITE RR REGION DEPTH REGION 20 LBS 130 NO NO NO B SEVERE T-O" MODERATE 15 YES NO 1500 OR LESS 52.2 NUMBER TO HEAVY fi � G 00 I NE\1 @ 2019 RRIL ARCHITECTURE AND DESIGN,PLLC I f�0o 11 � LEGENDS .V� l =j 3" Vent Through Roof PRIMARY BATHROOM BATHROOM II BATHROOM III 2" {1%4' A4" 12" 12„ 2"� U4"i 2"1 2"1 1%4,i 2"1 I I I 1 I I I I I i I I 1 I sin sink sin,, i sin SECOND FLOOR shower tub shower 3" 1%2' 1%2' 2" 2" 2„ 1 l2' 3„ 2„ V/2' 3" KITCHEN GUEST BATHROOM --------r---------- ---------- --------- ----------T------ ,----------------- 1/2 , lY2 , 1,2 I 1/2 , 2'I 1/4 I 2' I I I I I , ice dw sin dw sin maker w.c. shower 1 outdoor GROUND FLOOR shower IY2' lie' 2" 1/2, 3" 2„ LAUNDRY BATHROOM 4 r---------------------- -------- -------- -------- 1� 1z"I 1Y2 1"1 1Yz l I"1 2--1 1%1 2": -- I woo DATE I I I I I I M I I 1 01 PERMIT AMENDMENT 1 1/09/23 s1n washer washer sin I I shower BASEMENT 1%2' 1%2' 2" 1Y2, 3" NOTE: ORIGINAL SHEET SIZE IS 24X36 RICARDO ROMO-LEROUX, R.A. i1C.O. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT j LICENSE No. 037966 to Approved House Trap Septic System PROJECT T NAME E I MULFORD CT PROJI C T ABOREISS I MULFORD CT ORIENT, NY 01 PLUMBING RISER DIAGRAM 11957 SCALE NOT TO SCALE DD RAW N0 T O7L E PLUMBING RISER DIAGRAM 8 DATE ANUARY 29, 2024 PROJECT�a� � ��G�QS��G�C 1 NO 00048-2021 DRAWN BY o q `� :ram •,,+, RR M 1 y CHECKED BYRR C� 'fL!!A '✓ .g6 G -002 -- -- ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEGENDS N 8 2 °2443 " E 7503012411 44 . 801 ...- 149 . 98 ' - TIE GIBES ALONG MHW MARS TOE OF BLUFF MON. TOP OF BLUFF REPLACE EXISTING 4'CHAINLINK FENCE PROPOSED GARDEN GATE REPLACE EXISTING 4'CHAINLINK FENCE WITH 4'H.DEER FENCING WITH 4'H. DEER FENCING Y U Q m W -SCG3IPTIOOrN DDATIE 01 PERMI'T AMENDMENT 1 1/09/23 GUNITE SWIMMING POOL AND STONE O Z PATIO OVER EXISTING POOL FOOTPRINT h (SEPARATE PERMIT APPROVED) K W NOTE: ORIGINAL SHEET SIZE IS 24X36 Qf�C�I�`1�CC5� , RICARDO ROMO-LEROUX, R.A. EXISTING'SIDESEIBAGK RRL ARCHITECTURE AND DESIGN, PLLC PROPOSED HOT TUB 63 6^ SETBACK (SEPARATE PERMIT APPROVED) G SIDE NEW YORK REGISTERED ARCHITECT _ - EXISSI - = LICENSE No. 037966 --- - - REPLACE EXISTING 4'CHAINLINK FENCE E 3 =- _ =NEW PROPOSED WITH 4'H. DEER FENCING L -- -- -- VObDR -_ __. PROPOSED GARDEN GATE EXISTING OUTDOOR \/ -__ - __ 4 SHOWER TO BE RELOCATED I /\ I - LL - -- --- -- -- - PROJECT NAME _ EXISTING CMU WALL AND I M U LFO RD CT STAIR TO REMAIN REPLACE OLD DECK WITH NEW =---- NEW BUILT-IN BBQ CABINET (SAME FOOTPRINT) --_ —= EXISTING 2 EXISTING PROJECT ADD DRESS STORY FRAME I DRIVEWAY REPLACE EXISTING STOCKADE PROPOSED DWELLING F.F.:-9'-0" PROPOSED SIDE DECK FENCE WITH 4' H. DEER FENCING OUTDOOR SHOWER _ F.F.:+42.3' = o i I M U LFO RD CT 8'-3" ORIENT, NY PROPOSED GARDEN GATE = °"""' NEW STONE SIDE STAIR TO 11957 DRIVEWAY AND GARAGE G SIDE SETBACK ff- 66' az-s° I EXISTIN S I PROPOSED AWNING DRQ� R T�7LE OLD DECK FF.,2.I ��I OLD DECK TO BE REMOVED _ _ _ _ _ _ _ _ _ _ _ _ _ TO BE REMOVED EXISTING GRAVEL WORK AREA SITE PLAN OLD DECK "°'' PROPOSED ENTRY STONE DRIVEWAY TO REMAIN TO BE REMOVED E STEPS AND LANDING o M SEA DATE SEAL c,NA7UR� JANUARY 29, 2024 33 D PROJECT NO b 00048-2021 DRAWN BY RR •� "t CHECKED BY SITE PLAN OF WORK AREA EXISTING STONE RR ® � SCALE 1/16" = V-0° WALK/STEPS TO REMAIN t k '*' 0 � C3� � �` � " 1'Wit NUMBER EVE .A l+ t'*"?7,q 6 . v— 100 � ----- -- - c2019 RRL ARCHITECTURE AND DESIGN,PLLC REMOVE TILE (I AND ALL PLUMBING FIXTURES IIII v (IIII FACADE DEMO: windows to be replaced .4 . •� IIII17 �• • �, IIII ' ••. III s . .•. / /�i�i e IIIII / ALL WOOD FLOORING AND IIII CARPET TO BE REPLACED. �E INTERIOR DEMO: IIII) FACADE DEMO: wall to be removed ALL ELECTRICAL TO BE REPLACED Zr E windows to be replaced / ALL HVAC DUCTS TO BE REPLACED IIII �j INSULATION TO BE REPLACED IIII � IIII ® a�do�o0�0 [r DESCRIPTION DATE 01 PERMIT AMENDMENT I I/09123 _ ELECTRICAL DEMO: _z LN .. all panels to be relocated LN NOTE: ORIGINAL SHEET SIZE IS 24X36 jP INTERIOR DEMO: �/� INTERIOR DEMO: �` wall to be removed wall to be removed I RICARDO ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, LC NEW YORK REGISTERED ARCHITECT / Td1/.?�/,IZl7ZZlTd1i.����IZl7ZZlTZI1 LICENSE No. 037966 PROJEC7 NAME .P I MULFORD CT PROJECT AOORESS I MULFORD CT ORIENT, NY 11957 ORAM�In �N 7rL N DEMO PLAN - BASEMENT BEAL o E NATURE DATE JANUARY 29, 2024 A N � ��•^'-'°�+.� PROJECT NO 00040-202 I DAp DEMOLITION PLAN - BASEMENT Gp DRAWN BY ® � SCALE ���''`+ "t RR CHECKED BY RR NUMBER '-3;?,,q 6 rG, D- 100 N r;' - ---- C 2019 RRL ARCHITECTURE AND DESIGN,PLLC NN07ES o C EQ717-NDDS STEPS TO BE REMOVED i ALL EXTERIOR WOOD DECKING TO BE REMOVED — — — — — — — — — — — — — — — — — — — — — — — — — — BALCONY COLUMNS BALCONY COLUMNS BALCONY COLUMNS BALCONY COLUMNS WOOD DECK TO BE REMOVED I TO BE REMOVED TO BE REMOVED TO BE REMOVED I TO BE REMOVED F WOOD DECK TO BE REMOVED MA I FACADE DEMO: doors to be replaced � I I II IIII I FACADE DEMO: )I I I I I F FACADE DEMO: windows to be replaced windows to be replaced IIII II ,Vl .'; NOTE: INTERIOR LAYOUT TO REMAIN - - - - - lit It EXCEPT WHERE NOTED FACADE DEMO: � I � — windows to be replaced ALL WOOD FLOORING AND I — — CARPET TO BE REPLACED. I IIII ALL ELECTRICAL TO BE REPLACED I II INSULATION TO BE REPLACED I I A PLLIIANCES VE TILE FACADE DEMO: AND E windows to be CABINETS I replaced I I FACADE DEMO: INTERIOR DEMO: INTERIOR DEMO: I I replace all the siding remove wall remove wall RIEM0NS Flo DL;�G3�p�O JG� DAME 01 PERMIT AMENDMENT 1 1/09/23 I 7Z71 L _L -I- - - �- NOTE: ORIGINAL SHEET SIZE IS 24X36 INTERIOR DEMO: I— — — replace existing stair RI CARDO RO M O-LERO UX, R.A. — — - I RRL AR CHITECTURE AND DESIGN, PLLC — — REM0 VETILE I NEW YORK REGISTERED ARCHITECT III L EMO: AND ALL I I I LICENSE No, 037966 — — FACADE D PLUMBING windows to be replaced FACADE DEMO: I I I FIXTURES p windows to be replaced ° I PHOJrEC7 MADE - - - ( I MULFORD CT FACADE DEMO: FACADE DEMO: IPIROJI7,C T A1310DRE38 windows to be replaced windows to be replaced ALL EXTERIOR WOOD I MULFORD CT� FACADE DEMO: I DECKING TO BE REMOVED entry door to be replaced ORIENT, NY WOOD DECK TO BE REMOVED I E WOOD DECK TO BE REMOVED 11957 ^' I DEMO PLAN - GROUND FLOOR STEPS TO BE REMOVED DATE ANUARY 29, 2024 C' ` AWN BY 00048-202 ct D DEMOLITION PLAN - GROUND FLOOR < CHECKED BY RR RR 1 SCALE 1/a" _ -o" L h D- 101 2019 RRL ARCHITECTURE AND DESIGN,PLLC MOo�C� LEUEN33 { y BALCONY TO BE REMOVED FACADE DEMO: a doors o e rep ace Tr IIII II FACADE DEMO: REV 0 I INTERIOR DEMO: all windows to be replaced wall to be removed III ALL WOOD FLOORING AND CARPET TO BE REPLACED. IT�1? 7 — TZZI ALL ELECTRICAL TO BE REPLACED -- ALL HVAC DUCTS TO BE REPLACED il INSULATION TO BE REPLACED ar V FACADE DEMO: E all windows to be replaced REMOVE TILE AND ALL PLUMBING 11 FIXTURES NOTE: INTERIOR LAYOUT TO TO REMAIN EXCEPT WHERE NOTED II REV 01 FT] III , � - - - - � - - - - -� 0 II REMOVE TILE REMOVE TILE AND ALL INTERIOR DEMO: / AND ALL oU�0 DC�C�G3�?��Oo� DATEPLUMBING FACADE DEMO: wall to be removed � 0 I PERMIT AMENDMENT I I/09/23 � PLUMBING replace all the siding FIXTURES / FIXTURES II � II _ id NOTE: ORIGINAL SHEET SIZE IS 24X36 II � _ RICARDO ROMO-LEROUX, R.A. INTERIOR DEMO _ RRL ARCHITECTURE AND DESIGN, PLLC II replace existing stair r— — NEW YORK REGISTERED ARCHITECT _ LICENSE No. 037966 L 11 PROJECT NAME :-- - _ - _ I MULFORD CT paOJEC T ADDRESS FACADE DEMO: FACADE DEMO: FACADE DEMO: all windows to be replaced all windows to be replaced all windows to be replaced I M U LFORD CT ORIENT, NY 11957 N DEMO PLAN - SECOND FLOOR BEAL o MCNATURE DATE JANUARY 29, 2024 PROJECT NO 00048-2021 DRAWN BY Q `, RR DEMOLITION PLAN - SECOND FLOOR ,� � , CHCCKEDBY RR 01 SCALE 1/a" _ -o" �-`- '+� uVVUVuoL�Iltl ® 102 I - — — -- - -------- -- - ----- --------.--- -- — ______ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LL E(RENDDS 42'-8" o % 2'-5" 19'-3" ` IT v NEW EXTERIOR ua N WALL BATH IV uj V) NEW EGRESS i °O WINDOW � U BEDROOM IV Lo o o CLG HGT: +9..0" ih q_ CLG HGT: VINYL t ° FLOOR oQ 'v F.F. N EL+32.0" ° NEW EXTERIOR 4 4 7" WALL ;; LO 22'22" '"2z - -- - -- - - --- -NEWVINYLFLOORING- - ---- -- 2 " 1' " ITHROUGHOUT.I I N NEW DRYWALL CEILINGS NEW INSULATION AND 6RYWALL ALOE G PERIMETER WALLS. ' zi PLAY ZI Iz PLAY zl o 0 ROOM =4 I� ROOM o 0 MECHANICAL ul V) a CLG HGT: �I CLG HGT: I� CLG HGT: of v;� W ROOM 0 O r- LLI � +9'-0" WI +8'-1" Ify +9'-0" - WI m F.F. `� U 0 F.F. 61 0 61 u EL+32.0" I EL+32.0" I ( I SIDE I I NEW MECHANICALS� I I ( WHITE OAK-2X4-4"O.C. I ENTRY I I VERTICAL LOUVER SCREEN I '-6" 2'-6" I 9'-11" I® 3'-6" 9'-42" L 1,6„ 22" " LOn DATE 15'-11" 4'-10" CLG HGT: WI PERMIT AMENDMENT 1 1/09/23 a VINYL CLG HGT: CLG HGT: F.F. � FLOOR `� +8'-�" I +9'-0" EL+32.0" i C14 3' WALL TYPES 1'-6" 3'-3" 1'-6" " 2'-1" 4'-821" 1'-02, 1'7" ( 3'-2" 1'-6" 3-5" UP o o EXISTING FOUNDATION WALL NOTE: ORIGINAL SHEET SIZE IS 24X36 WAD ( 2 0 8 INCH P.C. TO REMAIN BIN I U -- t7 INK z PANTRY LAUNDRY MUD m --- --- o NEW 6 INCH FURR OUT WALL W CLG HGT: W CLG HGT: W� BIN ROOM ----- _ ____ FILLED WITH HIGH DENSITY FOAM INSULATION RICARDO ROMO-LEROUX R.A. N +9._0„ M +9,-0„ ti I CLG HGT: U ------- __ __ ~ /Z BIN +9'-0„ Z NEW 2X4 INTERIOR STUD WALL RRL ARCHITECTURE AND DESIGN, PLLC REF. p EL+32,p" I NEW YORK REGISTERED ARCHITECT -—— ————— —— U CABINET c, i i 7777 EXISTING 2X4 STUD WALL LICENSE No. 037966 TO REMAIN • .a . a . • .a • . a • . • • , YS • ' . PROJECT NAME 6'3" 9'-11" "1'-02" 6'-3" 6' 22" I M U LFO RD CT PROJECT /Aoo[nEss I MULFORD CT ORIENT, NY 11957 DHGaM'/n JNC3 T? TLL N PROPOSED LAYOUT - BASEMENT SEAL o maNI ATUIRE DATE JANUARY 29, 2024 PROJECT NO 8 DRAWN BY -202 I RR 01 LAYOUT - BASEMENT ` . °Q '® � ' CHECKED BY RR PROPOSED SCALE i/a" _ �'-o" op NUMBER OF P��\ � A- 100 - ------------------------ -- -------------------- -- 2D19 RRL ARCHITECTURE AND DESIGN,PLLC NOTES LEO[ENDDS 59'-2;" F.F.:-2' NEW MAHOGANY STEPS F.F.:-1'-6" F.F.:-1' F.F.:-6" NEW CABLE RAILING BALCONY ABOVE r————————————————z——————————————————————— HOT I NEW STEEL NEW STEEL NEW STEEL TUB Il COLUMN 4" DIAM. COLUMN 4" DIAM. COLUMN 4" I TO BE SUPPLIED BY `D DIAM. OTHERS I 1 i I I I 1 1 BALCONY ABOVE 1' 6' C-- NEW MAHOGANY WOOD I NEW MAHOGANY WOOD DECK DECK \ I I F.F.:+O' I F.F.:+O' I I 1 01 I 006 01 01 I 009 1 42 8 00� " 8!-4" T-041" 3 4" - - 13-8;" 1 7'-0;" EL EL I NEW SLIDER 01 010 —EL I WINDOW 1 CLG HGT: 1 00 MAHOGANY I NEW MAHOGANY 2X4 SLAT NEW WOOD FLOORING DINING WOOD DECK I RAILING WITH 4"SPACING THROUGHOUT. ROOM 1 I I 1 I I CLG HGT: i NEW DRYWALL CEILINGS +9'-p^ I I F.F. EL+42.3" Ln NEW INSULATION AND DRYWALL 1 LIVING i i ALONG PERIMETER WALLS. r ROOM I r` fh I I I NEW CABLE RAILING F. I I 13 9" EL+42.3" i i 2'-2" 2'-9" 3'4" 3'-4" 2'2" ( BBQ ao I I I I I I i i i NEW BUILT-IN BBQ CABINET Iff It 2 6 2," CLG HGT: 4__ -_ 01 I 01 q I 4'-p'," 011 i KITCHEN O0 I I rn ch = ;, F.F. j EL+42.3" 4-- _- 01 N 005 I I I I c0 I I N CV I d I i � I I M I I I I _ 01 NEW MAHOGANY 2X4 SLAT 9'-11" 3 3" iI 004 RAILING WITH 4"SPACING 1'4 8'-6" 3'-32" 9" `-4 ih OUTDOOR ' ~ Of _- 5'-3" 8 'v SHOWER �r, ,% UP N NL N MAHOGANY o 0 BALL°NY EDGE ' WOOD DECK 01 PERMIT AMENDMENT II/09/23 i") 7,9" 4' r ——— ABOVE — — —— — , . 00 --- -- - N i NEW STAIRCASE WITH GLASS RAILING --- ---- i SIDE ENTRY WALL TYPES F.F. - 01 uj; ---- 7 " M EL+42.3" 6'321"uj 003 o, FOYER , Lu - - ---- CLG HGT: r I> � +9'-0" u5 m F.F. D N Zo ula EL+42.3" `� -------- F.F.:-6'-O" NOTE: ORIGINAL SHEET SIZE IS 24X36 � O1 - ---- 93 NEW EXISTING FOUNDATION WALL 8 INCH P.C. TO REMAIN - -- % % MAHOGANY o 0 - F.F. U � --- ----- EL+42.3" `� I m / __ _ ___ STEPS NEW 6 INCH FURR OUT WALL o 01 NEW BLUE STONE STEPS FILLED WITH HIGH DENSITY FOAM INSULATION RI CA RDO ROMO-LEROUX, R.A. L — —BALCONY EDGE J---------- GUEST 3' 3�— 002 BATH I ---- NEW 2X4 INTERIOR STUD WALL RRL ARCHITECTURE AND DESIGN, PLLC {. ABOVE - = 4' NEW YORK REGISTERED ARCHITECT U 4 M I i i ;i EXISTING 2X4 STUD WALL LICENSE No. 037966 T-5" 3^ I Boa TO REMAIN 7-2, I �r F.F.:-3'-0" PROJECT NAMIE 13' 11" 8' 20'-9" T-14'" 016 NEW EGRESS I 001 I NEW BLUE STONE I M U LFO RD CT WINDOW 1 j lE AWNING ABOVE LANDING PROJECT ADDR[7783 F F +42.0' -_l_ I MULFORD CT � �NTR'I i ORIENT All __I_._ , NY 11957 DRAMs OLIO HTLE Al PROPOSED LAYOUT - FIRST FLOOR FF + 0.5' 7 37AL o MOKIATURIE DATE JANUARY 29, 2024 00 PROJECT NO 00048-202 1 r�C�, Q ��.fQ,���� DRAWN BY RR PROPOSED LAYOUT - GROUND FLOOR ® � '�1R �� CHECKED BY RR SCALE 1 14° = 1'-0" �— - y, C� -4 - FF + 9.011 � -- N u N 13 rQ � A- 101 — ------- - - -- - _-__ _-_ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC ti NEW STEEL AND CABLE RAILING 13'-7" 33'-1" SEE A-400- DET.B I 0"1, 27'-6" N 4'-9" 00 _ NEW STEEL AND CABLE RAILING- _ _---_.._--.----.----.__-.-- -..-------_-------.-------------.___.____--------..._____----.----------_ _..._.___._._._..__-_—__ __--._-- NEW EPDM SEE A 400 DET.B FLAT ROOF _.. N EVy-MA HOGA NY-BAI.CSOL�Y WITH_—..__. EPDM_FLAT,ROOF BELOW o OVERHANG F.F.:+10'------ 02 02 02 TENSION RODS TO SUPPORT OVERHANG 6'-11? 13'-9," 6-7" 6-734" 7'-04" NEW SLIDER `V CLG HGT: WINDOW cy) +g-0" 02 CLG HGT: z, TIM'S 02 012 _ILD ` — -� +8'-0" O OFFICE 4— - — 013 NEW WOOD FLOORING THROUGHOUT. PRIMARY 4'-10" 9'-4" BEDROOM `— NEW DRYWALL CEILINGS \ o F.F. 4 F.F. NEW INSULATION AND DRYWALL EL+52.5" O EL+52.5" ALONG PERIMETER WALLS. 0O iv v TENSION RODS TO SUPPORT OVERHANG zo in N 6'-4" 02 4.— - 007 PRIMARY °J BATHROOM "' i` 4' F.F. ih 7 EL+52.5" 1 z" 5'-4" 514" �1'-321" , 6-9" _ °2 CLG HGT: _ i TENSION RODS TO \ +8' 006_0„ 0 N CLOSET 8 N SUPPORT OVERHANG FAMILY . o - ROOM o 0 F.F. l 8 o EL+52.5" / b jo d � CV NEW POCKET NEW POCKET 04 N DOOR DOOR 02 --4 °' c> zo zo BATH III __ 02 BATH II Z? 005 N N T-6" 9'-8" CV N N WLSV���OII�I� �o ®C �G31G I�IOG� DATE NEW EPDM 9'-9" 4' NEW - 4' 9 9" FLAT ROOF TENSION RODS TO O I PERMIT AMENDMENT I I/09/23 GLASS RAILING -------- OVERHANG SUPPORT OVERHANG / WALL TYPES 02 I ATRIUM 02 -- -tl -- --rl --------- �— - . � - 004 015 , 4j CLG HGT: i o OPEN TO NOTE: ORIGINAL SHEET SIZE IS 24X36 ------ 4+8'o„ BELOW ________ EXISTING FOUNDATION WALL 8 INCH P.C. TO REMAIN BEDROOM II -------- BEDROOM III U) �° QCMn�7ECT NEWV—"' "" '� NEW 6 INCH FURR OUT WALL co F.F. � GLASS RAILING � F.F. FILLED WITH HIGH DENSITY FOAM INSULATION EL+52.5" o RI CARDO RO M O-LERO UX, R.A. e 02 _ U - - - - 0 02 o1s J EL+52.5" 003 NEW 2X4 INTERIOR STUD WALL RRL ARCHITECTURE AND DESIGN PLLC - - -- 4 3'-6" 6'-5^ DN3'-3" Al. EXISTING LEW 7/7 4 STUD WALL ICENSEONo.REGISTERED ARCHITECT v M 4 v r TOREMAW 4'OZ" T-3z" 5' 112" 7-22" 7'-3z" 4'-02" _ FROJIECT1 NAM� 42'-8" 02 02 02 017 I MULFORD CT 001 002 NEW EGRESS NEW EGRESS WINDOW WINDOW [PROJECT ABORIESS I MULFORD CT ORIENT, NY 11957 BRAWI G '0YL E " PROPOSED LAYOUT - SECOND FLOOR ��S DATE ANUARY 29, 2024 C�LaL� � C��1CQ I1 M�C� � PROJECT NO 00048-2021 IJ r Q ?.off 1Q. ��, DRAWN BY RR 01 PROPOSEDLE4 S LAYOUT - SECOND FLOOR RR CHECKED BY SCA c� ' , r DRGQM'In 0NQ V�um 1� r� - 102 2019 RRL ARCHITECTURE AND DESIGN,PLLC NOOTIES o LEMENDDS NEW STUCCO CLADDING M q Rize—A-L-CE6A N DN I 0012 f , I ! I I E in I I I 002 'o� ! 02 „ I ; j 11 II A I'lG zo ZVN N I + � !i 'j ! I II 1 j 6; i � ( !! II ' ( ! NEW EPDM ROOF OVERHANG WITH STEEL ROD SUPPORTSFLOOR LEVEL 1SECOND F.F.:+52'-6„ - bo + +Ilf IGHT` li �I I �. II II ,II LIG yT zo 01 ! I EW NEW SLAT RAILING 1 Ik ! iED+A SIDING �i ji 01 R; Ib]t�G. f i � HIT ! � I, ,jj ;f,�; I I i �, i � i � l FIRST FLOOR LEVEL ! � { 1i-j lll� L — l I Il II I' 1 �i !) I� + l F.F.:+42'-a° — -------- NEW MAHOGANY STEPS NEW STONE STEPS 01 SOUTH (FRONT) ELEVATION - PROPOSED SCALE 1/a" _ i'-o" DE-Mc In,]PAGN DATE G3C�M��DOo�� 01 PERMIT AMENDMENT 1 1/09/23 REMOVE ALL EXISTING REMOVE ALL EXISTING WINDOWS , ,/,i , , ,i , , �/ , — ——— ——— , WINDOWS Il, � / , � / ; I III► rill ; / ;; �; / ;; / ;; / ;, ;, / , / , REMOVE WALL FOR NEW ' / r / / / / �' ' ' �I — / / / ; REMOVE WALL FOR NEW NOTE: ORIGINAL SHEET SIZE IS 24X36 II • II WINDOW OPENING � / i � / i � / i � / � / , � / , / / , , / / / i WINDOW OPENING G:11n1 Ifll� Il LS REMOVE WALL FOR NEW RI ARD SECOND FLOOR LEVEL WINDOW OPENING — — — — — — — — — — _ — _ C O ROMO-LEROUX, R.A. — — — — — — — REMOVE ALL SIDING REMOVE ALL SIDING RRL ARCHITECTURE AND DESIGN, PLLC REMOVE WALL FOR NEW NEW YORK REGISTERED ARCHITECT REMOVE WALL FOR NEW , i i i i `� , / , , , , , , WINDOW OPENING —— / , / , / , / ; r=__ LICENSE No. 037966 WINDOW OPENING �, , . , , � , , � ,r——_� II II J I—————j PROJECT NAME PROJECT ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' REMOVE EXISTING WINDOW I M U LFO RD CT REMOVE EXISTING I WINDOWS L===J ''' /'�'' / i'/ i/ /'i,/ / /' / /'i L===- FIRST FLOOR LEVEL F.F.:+d2'i I MULFOIRD CT ORIENT, NY 11957 131RA IINQ TffLE 02 SOUTH (FRONT) ELEVATION - EXISTING DEMO ELEVATION SCALE SOUTH ELEV. - PROPOSED & EXISTING KCAL MCNG°aMGRC DATE JANUARY 29, 2024 �p PROJECT NO 00048-2021 DRAWN BY Q F 010 ,. RR ��` CHECKED BY RR 'J���w DRAWIINQ A-200 N � ©2019 RRL ARCHITECTURE AND DESIGN,PLLC I NEW BLACK STUCCO CLADDING NEW BLACK STUCCO NEW BLACK STUCCO cn CLADDING CLADDING N EW�i—HBA Ri R}' _ 'If ID4NG cN 02 ` NEW STEEL FRAME WITH CABLE RAILING :I I I ! 02 ' 02 I it ii 02 014 016 " NEW WOOD BALCONY 11 � I WITH EPDM ROOF N SECOND FLOOR LEVEL � F.F.:+52"_S:" i I l ' 'H I I 11 IiI j 11 {II'i it i lil } fl i{ I I YI I cD vid ID INS;, { II It I I I i li ii I. 'i I ' 1 Ig I IB i � 01 IC II 01 ;IIII ti l iul I l l i91I; i1 l i I' Il li ; j t 1, jf j j� I'{ i ifll m NEW 4"DIAM. 010 I jl 011 I. ii it i I If, { j i fII I i I it o STEEL COLUMN FIRST FLOOR LEVEL F,F.:-42:.3:: N 01 WEST ELEVATION - PROPOSED SCALE 1/4" _ v-o" 19EM MONS REMOVE ALL EXISTING No IDD��SC�G�O���OM p�q7( WINDOW 01 PERMIT AMENDMENT 1 1/09/23 ` ♦ ♦ ♦ ` ♦ ` II I ♦ � ` � � � `y III) ♦ ♦ � � � � ♦ � � r ♦ ` � ♦ ♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �T ♦ ♦ REMOVE WALL TO NEW II \ ♦ ` ` ♦ ` \ ♦ ` ` � ` \ `� II ` \ `♦ ` \ ♦ ♦ ♦ ♦, \ � ♦ ♦ ♦ ♦� ♦ \♦ `� ♦ ♦\ ♦ ♦ ♦ \� ♦ ♦` ♦ ♦ ♦ � � °♦ � � ♦ � � ♦ ♦ ♦ PROPOSED WINDOW II � ♦ ♦ `� ` \ ♦ II I ♦ ` ` ♦ ` IIII ` ♦ 'I ` ` `♦\ II ` ` �♦�` ♦` ` � ♦` ` ` �♦♦` ` ii `♦`♦�♦�♦ ♦ ♦�♦�`�`♦� II II II II II II II II II II II I ♦ ` L_--J L---J L—__J L---J L—__J L_—_J ` ♦ LJ L___J L___J L _J LJ L___J REMOVE WALL TO NEW I— ♦ ` ___ REMOVE ALL EXISTING PROPOSED WINDOW \;♦;♦�` ♦;♦�` ♦�♦ WINDOW II II II NOTE: ORIGINAL SHEET SIZE IS 24X36 REMOVE EXISTING BALCONY I I I I I I I I L=_=J1 REMOVE ALL SIDING L=_=J ARC Hff�`�C 7 SECOND FLOOR LEVEL ` F.F.:+52'6" — — — — — — — -- — — -- — — — — — — — — -- — — — — — — -- -- -- — — — — — — RICARDO ROMO-LEROUX, R.A. REMOVE WALL TO NEW T REMOVE WALL TO NEW RRL ARCHITECTURE AND DESIGN PLLC PROPOSED DOOR AND �` `♦♦♦ ` `♦♦Q ` `♦�♦ �♦ ` ` �♦ r�WINDOW II II F;`�♦♦♦ � � �♦ �` ` ♦ �♦ `♦ ♦ ` ` �♦ ` `♦ `♦ ♦ F — � PROPOSED WINDOW NEW YORK REGISTERED ARCHITECT ` LICENSE No. 037966 ♦ ♦ ` ` ♦ ♦ `,`♦ �� I ` ♦♦♦ `♦�`y II II II II Imo`♦�`,`♦�♦ `,`♦�♦♦`,`♦ I �`�`,`♦�♦�` `♦�♦♦`♦`♦ II II II II REMOVE ALL EXISTING r . ♦�♦�`�`♦�♦ I ♦`�`�`��♦♦ `�`\♦♦♦` II II WINDOWS II ♦ ` `♦♦♦� `�♦\♦♦ ♦\ �`� ♦`♦\♦� ♦\♦� REMOVE ALL EXISTING 1 (DJECT NAME REMOVE WALL TO NEW II �`\♦ I �`\` `♦�`\ ``�♦♦`\` II II II II WINDOW ;`;�,�`� �♦�`�`;♦.♦ I �`;♦:♦`�`; �♦�`;`;�`, II II II II I MULFORD CT PROPOSED DOOR AND L ` ♦ ` ` `♦ ♦ ` �♦ ` ` `♦ ♦ ` `♦ ♦ ` L___J WINDOW �`♦ ` `�`♦ ` `��♦ � `. I ♦` ` � � ♦ � ` � II II OL FIRST FLOOR LEVEL ♦♦♦`�`♦♦♦♦`�`♦�♦N`�` �`�`��♦ �♦♦`�`\♦♦ J _J F.F.:+42'-3" ♦ —— p190 JEC 7 ADDRESS REMOVE EXT DECK I MULFORD CT ORIENT, NY 02 WEST ELEVATION - EXISTING DEMO ELEVATION 11957 SCALE 1/4" _ v-o" DQGa�O[�0 �D��C WEST ELEV. - PROPOSED & EXISTING BEAL o MNQT URE DATE JANUARY 29, 2024 PROJECT NO E D A,t,, 00048-2021 , rv;® ,� D BY RR �f�� DRAWN Q fi CHECKED c RR .� NUMBER A-20 I 1- N RRL ARCHITECTURE AND DESIGN,PLLC i H07ES o LECE ]DD D -A NEW BLACK STUCCO CLADDING in Inil I NEV 4"HC)RIZ(DNTAL=�- R SIDIN- NEW STEEL FRAME f, WITH CABLE RAILING I III I 02 I`I 02 I 02 a a I 1 I`II! IIH EPDM FLAT ROOF OVERHANG WITH STEEL ROD SUPPORT f I � j! j I l i1 I' j 1 i l ; + ; I j �0 0.4 ............ ;1!I + � j ; 1 ; I N SECOND FLOOR LEVEL — + „+ 1 + lw, F.F.:+52�_s oDNI O 2"I Eft-1 , Pi '+ :1 i lli�l�,l i!� I��;� IIl :{I, !I€; ! II�I� III (�! (l it !I III ` Ilil,g!i1t' fl'1Ii11 �I i li 1i I i I lip a — 4" DIAM.STEEL COLUMN 4" DAM.STEEL 4" DAM.STEEL i! COLUMN COLUMN 01 /01 0 007 01 009 008 I; I a a FIRST FLOOR LEVEL I F.F.:+4P 3" NEW WOOD STEPS 01 NORTH ELEVATION - PROPOSED SCALE 1/4" _ V-0" �Jo oc-sc il'TVOoN DATE 01 PERMIT AMENDMENT 1 1/09/23 REMOVE ALL SIDING REMOVE EXISTING DOOR REMOVE EXISTING DOOR , / ' � / REMOVE WALL FOR NEW REMOVE WALL FOR NEW / / / / / / , , / , / , / / � / � / , � , � , , � , , � , , / , PROPOSED WINDOW OPENING / / /' ' i ' i ' i / i ' ' i ' i ' i ' i ' i ' �/ �/ / / PROPOSED WINDOW OPENING ' . k' . ; ' ' ; ; , ' / ,� ' ' ' ' ; ' ; ' ; ; ' / ' ' ; ' ; ' ' ' ,' ' ,' ' ; ,� NOTE: ORIGINAL SHEET SIZE IS 24X36 NZ WIZ , D REMOVE WALL FOR NEW ��i / i/'� '/� —i PROPOSED DOOR OPENINGOL SECOND FLOOR LEVEL RICARDO ROMO-LEROUX R.A. L___J ___J ___J :; ' ' % ' � ' ' � ' ' � '; i L___J ___J ___J , F.F.:*sz's" REMOVE WALL FOR NEW REMOVE EXISTING BALCONY RRL ARCHITECTURE AND DESIGN, PLLC PROPOSED SLIDING DOORS REMOVE EXISTING DOOR OPENING NEW YORK REGISTERED ARCHITECT T j LICENSE No. 037966/ % ' / % ' / % %/ % ' / % ' / / / / / ' / r' / / ' / / REMOVE WALL FOR NEW ' / / / / , / , / / ' i ' i / / , / / , / , / , i / / i i / , , / / i, / / i PROPOSED SLIDE DOORS , , / / , , , , , , / , , , / , / , , , / , , , / , / , , , / , / , / , , / , , REMOVE WALL FOR NEW r / / , / , / , / , / , / , / / , , / , / , / , / , / / , , , , / , , / , OPENING / � / ; � ; � / , � , � / , / , / , / , � / ' / , � , � / / / / / , / , ' / , � / , / / , , PROPOSED DOOR ' ' % ' % % / , , / , / , / , / , ,� , j / / , , / , , / , REMOVE EXISTING DOOR / / , � / , � / , � / , / , � / � / � / � / , � , � / , / / , ' / , ' / , � / , � / , � r , � / , / , � / , / REMOVE EXISTING DECK PROJEC7 NAME AND RAILING I M U LFO RD CT PIROJEC7 ADDRESS III-------- ' ' ' ' ' ' :;FIRST FLOOR LEVEL ' ------------J F.F.:+42'3" I I M U L F O R D CT REMOVE EXT. DECK \ REMOVE EXT. DECK ORIENT, NY 11957 06 NORTH ELEVATION - EXISTING DEMO ELEVATION d SCALE 1/4" = V-o" NORTH ELEV. - PROPOSED & EXISTING SEAL o S�QNATURE DATE JANUARY 29,, 2024 PROJECT O 00040-202 DRAWN BY RR lJOa CHECKED BY RR _ = NUMBER A-202 N S'V C 2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEGEN03 N In NEW BLACK STUCCO CLADDING z NEW BLACK STUCCO CLADDING GEDA-R---S143IING NEW STEEL FRAME 2 02 1 WITH CABLE RAILING R�O2 , 02 �02 02 NEW UU15 07 i i I STEEL RODS T WITH CA U08 JE EPDM FLAT ROOF OVERHANG DLLL WITH STEEL ROD SUPPORT I OL SECOND FLOOR LEVEL F.F.:+52'-6" ZO WOOD EDGE STAINED BLACK co �R I 4" DIAM.STEEL ;0 COLUMN u') L C u ZQ01)\6 4 005 006 BIN 02 L11�0( 01 01 I I H _71 Fi--7- 1-1 i co OL FIRST FLOOR LEVEL F.F.:+42'-3" F— CN ti LT:� /-00 —00 o is A'— V 0 1 EAST ELEVATION PROPOSED SCALE 1/4" = 1 I-o" REMOVE WALL FOR NEW REMOVE WALL FOR NEW WINDOW OPENING WINDOW OPENING \=-71 Fm "CRIMOK D IEU DAM REMOVE ALL EXISTING 01 PERMIT AMENDMENT 11/09/23 L L LL J1 LL =:�j LL :�j LL===-Jl L===:�j L===A L===-ii LL===:�j IL WINDOWS X LL -i I IL OL SECOND FLOOR LEVEL F.F.:+52'-15" REMOVE EXISTING NOTE: ORIGINAL SHEET SIZE IS 24X36 REMOVE WALL FOR NEW REMOVE ALL SIDING BALCONY nA nCHffECT WINDOW OPENING RICARDO ROMO-LEROUX, R.A. M 1, \NI RRL ARCHITECTURE AND DESIGN, PLLC REMOVE ALL EXISTING WINDOWS ---LL----Jl LL--;-Zjj NEW YORK REGISTERED ARCHITECT REMOVE EXISTING DOOR LICENSE No. 037966 II IIN\' II II II F10JEC7 NAME FIRST FLOOR LEVEL L——— F.F.:-47-3" I MULFORD CT REMOVE WALL FOR NEW DOOR OPENING PROD 7 A3319ESS I MULFORD CT ORIENT, NY GARAGE DOOR RE it EXISTING SLIDING DOOR 11957 NN --------------- DRAW Q 707LE EAST ELEV. - PROPOSED & EXISTING 02 EAST ELEVATION - EXISTING DEMO ELEVATION I SCALE 114" 1'-0" DATE RE AL RE M(3NATU A JANUARY 29, 2024 PROJECTDRAWNBY NO 00048-2021 E.D Ap�r 11 e op., '. vel, CHECKED BY RR RR [DRAWN0 NUMBER k A-203 01 N E\1`1 I 2019 RRL ARCHITECTURE AND DESIGN,PLLC N07ES o LEQEN03 M= EXISTING TONE PAVERS DRIVEWAY RAILING-SEE F.F.:-9'-O" -� (- DETAIL A I - -- --- - FF +42.0' - - --- -ENTRY - — — —STEPS FF 9' 1'-8" 1'-9" 114" 1'-4" 1'-61" _77 -T FF. ^^ 1'-4" F.F.:O'-0" NEW MAHOGANY �'0'- ^� 1'4" 6'-8" — STEPS-SINGLE PIECE FF. - ^ 8— T M - NEW BLUE STONE ; F.F.:-0'-6" 3 ^ STEPS-SINGLE PIECE + ---- --- _ FF 0.5 F.F.:-1-0" FF:•3, F.F.:-6'-0" ao — F.F.:-1'-6" e - - - sb" 6'-5" It F.F.:-2'-0" :- F.F.:-2'-6" F �° ^^ v z NEW BLUE STONE - - --- ----- -- T --- - 4' 2 ^ STEPS-SINGLE PIECE M -- �- FF + 9 .01 i F.F.:-T-0" ^ 7'-9" 2'-3" 6'-5" 11-4" L ;0 - CN tY NEW STAIR TO DRIVEWAY - FIRST LEVEL 1'7 7'-9" ® 1 SCALE 1/4" _ l'-0„ - - ---.-- - — — `� FF + ► 7.5 3-C 1�„ eo 1 13' N0 C ESM DA7r- 01 PERMIT AMENDMENT 1 1/09/23 02 ENTRY STEPS - FIRST LEVEL SCALE 3/8" = 1'-0° NOTE: ORIGINAL SHEET SIZE IS 24X36 4'-8" 4" 4'-8" 2"WOOD TENSION CABLE RICARDO ROMO-LEROUX, R.A.HANDRAIL RAILING RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 M 2X4 WOOD 0 SLATS STEEL FRAME PnOJEC7 NAME I MULFORD CT I M FINISH FLOOR M `* LEVEL � ANCHORED TO ANCHORED TO 42" pVOo�CC�� G�DDQC�� ROOF ROOF FINISH FLOOR I M U LFO RD CT LEVEL 2' CHAMFER ORIENT NY f DET.A RAILING - FIRST LEVEL *�DET-aIAL�0NY RAILING - UPPER LEVEL I1957®� SCALE 3/4 _ I'-0" SCALE 3/4 = it _c BRA NG 7�TLE DECK AND RAILING DETAILS SEED Q MONATURE DATE JANUARY 29, 2024 PROJECT NO 00048-2021 .p a DRAWN BY RR CHECKED BY RR h NUMBER 0 - A-400 2019 RRL ARCHITECTURE AND DESIGN,PLLC L E-0E 103 FRAMELESS GLASS RAILING FRAMELESS GLASS RAILING WITH WOOD CAP WITH WOOD CAP 5'-10" 3'-334" 10" 10" 10" 10" 10" 10" 10" M 77 n zo FRAMELESS GLASS RAIL NG WITH WOOD CAP LU Z co \� 1� Q W W m U U W C 7 f+') BASEMENT U _ `v M 4X12 OAK STEPS WITH OPEN RISER I 2" 10" 1 1" 10" LU o w 7'-54" U) M cc - 77 12'-6" - - MAIN STAIRCASE - SIDE VIEW j / � DC�C�G�3�p���G,� DAM 01 01 PERMIT AMENDMENT 1 1/09/23 SCALE 1/2" _ V-0" W Ucil Z � W ^ w ch W J CO d U I `..� NOTE: ORIGINAL SHEET SIZE IS 24X36 M w ARC HC TIEC�� M 1 z � RICARDO ROMO-LEROUX, R.A. j ! 5'-103" RRL ARCHITECTURE AND DESIGN, i PLLC NEW YORK REGISTERED ARCHITECT 10" 10" 1b" 10" 10" 10" 10" 20' 10" 10" 10" 10" 10" 10" 10" 72" LICENSE No. 037966 12'-6" _ GROUND FLOOR 10" 10" 10" 10" 10" PnO JIEC 7 NAME 4'-2" 3'-334" I MULFORD CT 01 MAIN STAIRCASE - DETAILED PLAN MUD ROOM STAIRCASE - DETAILED PLANS MUD ROOM STAIRCASE - SIDE VIEW I MULFORD CT SCALE 1;2" _ l'-o" 02 SCALE 1/2" = 1'-0" 02A _ SCALE 1/2„ , -o„ ORIENT, NY 11957 DDRIaWDNQ 7 7LE PROPOSED STAIRS BEAL o MQNATURE DATE JANUARY 29, 2024 D Ap PROJECT NO 00048-202 I � � DRAWN BY RR R 1" CHECKED BY t < RR 01 �� ` ...- NUMBER 7.966nA-401 �-' N E�4 --- -- ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOT o LEME IDDS 59'-2'," 21'-10" 1588' 4'-4" UNCOVERED DECK COVERED DECK F.F.:-2' F.F.:1'-6" CL N F.F.:-1' N F.F.:-6" BALCONY EDGE ABOVE NU7 HOT c. NEW STEEL NEW STEEL NEW STEEL TUB w COLUMN 4" DIAM. �OLUMN 4" DIAM. COLUMN 4" TO BE SUPPLIED BY `oez 4/ DIAM. OTHERS 10',"� 662' 13'-9Z" 4'-74" 1 U w wHI Hl U 0 'v p w w w w w N p ? > >- > Q c 1' 6' � Z m Zm Lu O0 Q COVERED Q m DECK Q F.F.:+O' m NEW MAHOGANY WOOD DECK F.F.:+O' NEW CABLE RAILING MAHOGANY w WOOD DECK 00 0 p V) NEW MAHOGANY 2X4 SLAT RAILING WITH 4"SPACING "' Z I— U w Lli w J Z O p m U o0 U J v p m Zm w m •— p 4'-041" 2'-34" 2' MAHOGANY WOOD DECK NEW MAHOGANY 2X4 SLAT RAILING WITH 4"SPACING OUTDOOR SHOWER U p ti W �- p MAHOGANY DATE WOOD DECK 01 PERMIT AMENDMENT 1 1/09/23 8'-24" ---------------- F.F.:-6'-0" p NOTE: ORIGINAL SHEET SIZE IS 24X36 NEW w MAHOGANY RC H I��°CST STEPS '? NEW BLUE STONE STEPS RICARDO ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLL C if , 4 NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 � c F.F.:-3'-O" T-1a" FI OCIE T NQMIE � I NEW BLUE STONE I M U LFO RD CT LANDING - -7-t �- I I PROJECT 1T ADD DD RIESS FF +42.0' � NEW MULFORD CT ENTRY ORIENT, NY P' TA FORM' BLUE SfiONE_ 11957 DECK PLAN FF N DATE ANUARY 29, 2024 PROJECT NO 00048-2021 DRAWN BY RR o _ FIRST FLOOR PROPOSED DECK LAYOUT , CHECKED BY RR ® 1 SCALE 1/411 = 1'-0" FF + 9.0' - �� uVVUVuoLSW L-7 -7IA ���LLLLL A-41 0 -- - -- __ ____ _ __— —_—_ — _ _ _ - _ —_ ___ _ _-_ __ _ - ______ ___ 0 2019 RRL ARCHITECTURE AND DESIGN,PLLC M07ES o LECENOR QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 FRENCH DOOR+CASEMENT PICTURE/MULLED FRENCH DOOR+CASEMENT PICTURE/MULLED DOOR CASEMENT PICTURE/MULLED CASEMENT PICTURE/MULLED 11'-03" 5'-5 5" 1 4 16 11'-114' 11,_711" 3.114" R.O. T-11 3'_78-,, R.O. 11- 16" 1 3-18 7-114 R.O. 1„ R.O. 4.0" 4'_0' R.O. T-111 R.O. R.O. R.O. R.O. M e N C? O / N�W O N o CD O r r ^ . O to — N to ° (V � E000, 011 010 003 007 009 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 QUANTITY: 1 CASEMENT PICTURE+AWNING/MULLED CASEMENT PICTURE+AWNING/MULLED CASEMENT PICTURE+AWNING/MULLED CASEMENT EGRESS+CASEMENT PICTURE/MULLED CASEMENT EGRESS+CASEMENT PICTURE/ CASEMENT PICTURE+CASEMENT EGRESS/MULLED MULLED 9 6.316 11_102" 11_101" 9 9 6 316� 6-316 1 R.O. 1 1 R.O. 1 ---6 _316„ R.O. 4,-0„ T-114' 3'-114' 3'-114' T-11 q° T-111" R.O. �,_43„ 2.3 9„ R.O. R.O. 9„ 4 4 16 4'0" 4'-0" 2-316 i I i C4 O O in a} v a �Im O In I i 02 02 E0 p2 p2 017 002 012 009 011 02 001 QUANTITY: 4 QUANTITY:3 DOUBLE AWNING AWNING QUANTITY: 3 QUANTITY: 1 QUANTITY:2 AWNING CASEMENT PICTURE CASEMENT PICTURE 5.34„ 10,All T-48" 5,� 5'_3 4„ 4„ R.O. _ __ R.O. ----- --- R.O. --- R.O. ----'� R.O. rlp O00 o Ha ®f�C�G31p5���� DLaTC r o 01 PERMIT AMENDMENT 1 1/09/23 o 01 02 02 02 02 �_0�202 02 02 02 02 C002 005 013 014 008 003 004 006 007 015 016 01 01 01 004 005 006 NOTE: ORIGINAL SHEET SIZE IS 24X36 02 ARCMTEC 7 012 RICARDO ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC 01 NEW YORK REGISTERED ARCHITECT 011 LICENSE No. 037966 QUANTITY: 1 QUANTITY: 1 CUSTOM MADE SLIDER CUSTOM MADE SLIDER QUANTITY: 1 QUANTITY: 1 FRENCH DOOR + PICTURE WINDOW(NOT MULLED) CASEMENT EGRESS+ PICTURE MULLED [PROJEC�7i NQMIE 12,_4„ 12'_4„ ------- R.O. --R._o__ I M U LFO RD CT 2'11$' 5'-11 a" 4,0„ 2„ 2'_416„ — — ----- '� R.O. R.O. R.O. R.O. PROJECT ADDRESS a a \SM I MULFORD CT N ° Q e r � Q C �, INSWING CAl 0714 ORIENT, NY RH PICTURE PICTURE #PS21214 ! 11957 #TD10821 #PS21816 -- � --- ' R.O. WINDOW SCHEDULE 02 01 01 p 008 pp pp B DATE C�Q� � ��CNJiG,�C� JANUARY 29, 2024 PROJECT NO 00048-2021 �R� + DRAWN BY RR �� r Y .y 'R CHECKED BY A RR NUMBER SCALE 3/8 -- -o - , ";?g 6. ` 0 - -600 - - - --- --- - -- -- RRL ARCHITECTURE AND DESIGN,PLLC ELETRICAL - SCHEDULE TYPE DESCRIPTION Q DIMMER-LUTRON CASSETTA WALL OUTLET APPLIANCE OUTLET:VIEW INSTALLATION MANUAL SPECIF. FLOOR OUTLET RECESSED ELECT OUTLET FOR TV.MOUNTED 60"ABOVE F.F. Q 3 CAT 6 WIRES.MOUNTED 60"ABOVE F.F. O SECURITY CAMERA siD SMOKE DETECTOR-MOUNTED ON CEILING 0 DOOR BELL coz CO2 DETECTOR-LOCATED AT BASEBOARD HEIGHT sP BUILT-IN SPEAKER os OCCUPANCY SENSOR Qv SECURITY CAMERA ELECTRIC PANEL LOCATION NOTES: 1. ELECTRICAL OUTLETS CENTERED AT BASEBOARD UNLESS OTHERWISE NOTED. 2. OUTLETS ABOVE COUNTERTOPS TO BE LOCATED 42"ABOVE F.F. 3. TV OUTLETS IN DEN AND MEDIA RM TO BE LOCATED 60"ABOVE F.F. 4. SWITCHES/DIMMERS TO BE LOCATED AT 42"ABOVE F.F. 5. DIMMERS BEHIND BEDS TO BE LOCATED 30"ABOVE F.F. 6. GFCI OUTLETS TO BE INSTALLED IN ALL 6.5 BATHROOMS. 7. GFCI OUTLETS TO BE INSTALLED 8"ABOVE F.F.TO THE RIGHT OF c 6 b EACH TOILET. 8. GFCI OUTLETS TO BE INSTALLED IN KITCHEN. p 9. GFCI OUTLETS TO BE INSTALLED IN MECHANICAL ROOM 3 >< 10. VERIFY APPLIANCE NEW LOCATIONS FOR DEDICATED OUTLETS. MECHANICAL '4 4 11. CONSULT WITH ARCHITECT FOR WALL SCONCE HEIGHTS. ROOM wx L4 L4 L4 x 12. SMOKE&CARBON MONOXIDE DETECTORS WIRING F.F.+32.3' L, L12 L, TO BE DONE BY OTHERS. N 13. CAT6 DATA OUTLETS TO BE WIRED DIRECTLY TO INTERNET/CABLE CENTRAL LOCATED IN BASEMENT. D D O 14. TV OUTLETS TO HAVE 1 COAXIAL AND 2 CAT 6 CONNECTIONS. BEDROOM LIGHTING - SCHEDULE F.F.+32.3' TYPE LIGHTS / u S/D D 3 u L1_CEILING RECESSED LIGHT s� u u u L2 FLOOR SPOTS CLG HGT: _ +8'-0" p 17 WL3 L3_STEP LIGHT Li Ls 0 La L4-RECESSED WALL WASH LIGHT _..._........_...__._.. .. ......---------_..........---.--._._...--__-_. _. _...._.._._......_......------------_.... Ls L5_CEILING RECESSED DOUBLE LIGHT L4 I I Ls Lb BATHROOM SCONCE Lt L1 Lt L, I i j PLAY ROOM] L7_FAN I F.F.+32.3' t I L8_PENDANT O 0 L4 LB L1 U L117 LB LB (R^) L8_OUTDOOR WALL SCONCE V L9 i LIO_HEATERS ENTRY Lj L4 + Ll 1_LED STRIP LIGHT-PER CABINETS SPECS Lt L1 i L7 Lt Lt '® D �B ® BATHROOM EXHAUST D -- -- ------------------ --- — ------ ----- a L9 01 PERMIT AMENDMENT 1 1/09/23 r •4 Lt L1 Lt Lt L, UP — S'D �- -- -- NOTE: ORIGINAL SHEET SIZE IS 24X36 / Lt Li ----_-____-_-_.__ RICARDO ROMO-LEROUX R.A. PANTRY LAUNDRY MUD / RRL ARCHITECTURE AND DESIGN, PLLC F.F.+32.3' ROOM / \ NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 I M U LFO RD CT I MULFORD CT ORIENT, NY 11957 N ELECTRICAL PLAN - BASEMENT SFEaL o 210K TURF DATE JANUARY 29, 2024 PROJECT NO �Rd ;A DRAWN BY 00048-202 o si 0.' CHECKED BY RR ELECTRICAL PLAN - BASEMENT ® � SCALE 1�4° = l -o° , IMLaW NG NUMBIER E- 100' -- -- _ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LIMIE JDDS ELETRICAL - SCHEDULE TYPE DESCRIPTION DIMMER-LUTRON CASSETTA WALL OUTLET 13 APPLIANCE OUTLET:VIEW INSTALLATION MANUAL SPECIF. FLOOR OUTLET L3 L3 L3 Tv❑ RECESSED ELECT OUTLET FOR TV.MOUNTED 60"ABOVE F.F. L3 L3 L3 Q 3 CAT 6 WIRES.MOUNTED 60"ABOVE F.F. OO SECURITY CAMERA �D SMOKE DETECTOR-MOUNTED ON CEILING HOT 0 DOOR BELL TUB Coe CO2 DETECTOR-LOCATED AT BASEBOARD HEIGHT BUILT-IN SPEAKER L1 L1 LI L1 os OCCUPANCY SENSOR DECK Q COVERED SECURITY CAMERA ELECTRIC PANEL LOCATION F.F.+42.0' a I� DECK L� L70 00 F.F.+42.0' L70 L10 NOTES: 1. ELECTRICAL OUTLETS CENTERED AT BASEBOARD UNLESS OTHERWISE NOTED. 2. OUTLETS ABOVE COUNTERTOPS TO BE LOCATED 42"ABOVE F.F. 3. TV OUTLETS IN DEN AND MEDIA RM TO BE LOCATED 60"ABOVE F.F. 4. SWITCHES/DIMMERS TO BE LOCATED AT 42"ABOVE F.F. 5. DIMMERS BEHIND BEDS TO BE LOCATED 30"ABOVE F.F. 6. GFCI OUTLETS TO BE INSTALLED IN ALL 6.5 BATHROOMS. w W 7. GFCI OUTLETS TO BE INSTALLED 8"ABOVE F.F.TO THE RIGHT OF D D D FOR HEATERS(1.6) 02 EACH TOILET. L a 8. GFCI OUTLETS TO BE INSTALLED IN KITCHEN. 0 9. GFCI OUTLETS TO BE INSTALLED IN MECHANICAL ROOM 10. VERIFY APPLIANCE NEW LOCATIONS FOR DEDICATED OUTLETS. L" , 11. CONSULT WITH ARCHITECT FOR WALL SCONCE HEIGHTS. L1 L, L7 L, L, 12. SMOKE&CARBON MONOXIDE DETECTORS WIRING L9 TO BE DONE BY OTHERS. I 13. CAT6 DATA OUTLETS TO BE WIRED DIRECTLY TO INTERNET/CABLE CENTRAL LOCATED IN BASEMENT. D 14. TV OUTLETS TO HAVE 1 COAXIAL AND 2 CAT 6 CONNECTIONS. ff It SP SP SP P LB � DINING ` LIGHTING - SCHEDULE ROOM F.F.+42.3'Lt L, TYPE LIGHTS Li Li N L4 Le BBQ a L1_CEILING RECESSED LIGHT L1 +L2 L2_FLOOR SPOTS 3 3 3ML3 L3_STEP LIGHT 40"H SP SP r ,40"H L, L, �L4 L4_RECESSED WALL WASH LIGHT u L5- CEILING RECESSED DOUBLE LIGHT L5 `� D/W LIVING s L6 L6_BATHROOM SCONCE L1 L1 L1 ROOM L, F.F.+42.3' HOC D DISP. i RANGE L� L7_FAN L5 L1 Lt L1 j Li L8_PEN DA NT i L1 � D/W L, L5 KITCHEN �� L8_OUTDOOR WALL SCONCE "' 3 D L� F'F"+0 L� L10_HEATERS _ L4 L4 D L11 3 D 3 3 D 40"H 40"H Ll 1 LED STRIP LIGHT-PER CABINETS SPECS D 0 3 UP *MICROREF/FRZ 0"H F.F.+42.0' ® BATHROOM EXHAUST ii - 40 H 1�90 oD� C�G30G°P�f UoOft� D��� BALCONY EDGE WA E S� ABOVE _..._-_._._....._.__...._ ......___._.. __. .._...-..... " Li OI PERMIT AMENDMENT I I/09/23 S/D S!D i L, L1 L7 �! 1.3 L71 L1 D ------- - 40"VI _ L1 L1 L1wl L3 SIDE_ —.. > i> FTv STUDY Oi< FOYER F.F.+42.3' ENTRY DN D D NOTE: ORIGINAL SHEET SIZE IS 24X36 j u' -- — 0 7/77/7-7/7-77777 _ L1 L1 O G-Ql� L1Amc a TEC u - F.F.:-6'-0" Ll -- - - _ -_-_ RICARDO ROMO-LEROUX, R.A. L3 BALCONY EDGE ;A RRL ARCHITECTURE AND DESIGN, PLLC D D D ABOVE D D L, L5 / NEW YORK REGISTERED ARCHITECT n L3 / L3 L3 ^j, LICENSE No. 037966 U % u L, L, a L, POWDER 777 ROOM `6 F.F.:-3'-0" ® T_j L9 ! 1 MULFORD CT VER -- CANO ABOVE HANG [PROJECT ADD DR�SS FF +42.0' I MULFORD CT ORIENT, NY -_ 11957 D HAMM 7ME " ELECTRICAL PLAN - GROUND FLOOR SEALS o SMNAMHE DATE JANUARY 29, 2024 DR BYOAWN o 00048-202 ELECTRICAL PLAN - GROUND FLOOR ° "'�r,, '�°K CHECKED BY RR { cl RR SCALE 1/4" _ V-0° f NUMBER 7.9 E- 101 - — --- -- — -- - — -- __ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC ELETRICAL - SCHEDULE TYPE DESCRIPTION O DIMMER-LUTRON CASSETTA �O WALL OUTLET APPLIANCE OUTLET:VIEW INSTALLATION MANUAL SPECIE. FLOOR OUTLET 0 RECESSED ELECT OUTLET FOR TV.MOUNTED 60"ABOVE F.F. 3 CAT 6 WIRES.MOUNTED 60"ABOVE F.F. O SECURITY CAMERA s� SMOKE DETECTOR-MOUNTED ON CEILING Q DOOR BELL ------ — - C= cot CO2 DETECTOR-LOCATED AT BASEBOARD HEIGHT BUILT-IN SPEAKER os OCCUPANCY SENSOR 0 SECURITY CAMERA TERRACE ELECTRIC PANEL LOCATION F.F.:+10' NOTES: 1. ELECTRICAL OUTLETS CENTERED AT BASEBOARD UNLESS OTHERWISE NOTED. 2. OUTLETS ABOVE COUNTERTOPS TO BE LOCATED 42"ABOVE F.F. 3. TV OUTLETS IN DEN AND MEDIA RM TO BE LOCATED 60"ABOVE F.F. Ls L9 4. SWITCHES/DIMMERS TO BE LOCATED AT 42"ABOVE F.F. 5. DIMMERS BEHIND BEDS TO BE LOCATED 30"ABOVE F.F. _ 6. GFCI OUTLETS TO BE INSTALLED IN ALL 6.5 BATHROOMS. 7. GFCI OUTLETS TO BE INSTALLED 8"ABOVE F.F.TO THE RIGHT OF ° EACH TOILET. 8. GFCI OUTLETS TO BE INSTALLED IN KITCHEN. Ll " 9. GFCI OUTLETS TO BE INSTALLED IN MECHANICAL ROOM 10. VERIFY APPLIANCE NEW LOCATIONS FOR DEDICATED OUTLETS. D 11. CONSULT WITH ARCHITECT FOR WALL SCONCE HEIGHTS. 12. SMOKE&CARBON MONOXIDE DETECTORS WIRING TO BE DONE BY OTHERS. L' Lt 13. CAT6 DATA OUTLETS TO BE WIRED DIRECTLY TO INTERN ET/CABLE CENTRAL LOCATED IN BASEMENT. TIM'S 14. TV OUTLETS TO HAVE 1 COAXIAL AND 2 CAT 6 CONNECTIONS. PRIMARY OFFICE BEDROOM F.F.+52.3' F.F.+52.3' L, LIGHTING - SCHEDULE 1 L4 L8 L4 L4 TYPE LIGHTS D D Lt L1_CEILING RECESSED LIGHT L4 L4 � °3 D 3 D 3 L6TL6 L2_FLOOR SPOTS D D D3 D ' L3 L3_STEP LIGHT L7 L1 L1 Q L' L4 L4—RECESSED WALL WASH LIGHT La La wx L4 L5_CEILING RECESSED DOUBLE LIGHT Li U D 13?3 MASTER r� L6—BATHROOM SCONCE �D L7 BATHROOM L6 Lll Le / L7 L7_FAN Ll J=t NEW CLOSET tLl___1 \\ Frov FAMILY L6 L6 ROOM L8_PENDANT F.F.+52.3' L6 L6 L8_OUTDOOR WALL SCONCE 7 g O si � L10_HEATERS L1 L1 L7 —_� I u L� Ll " Ll 1_LED STRIP LIGHT-PER CABINETS SPECS BATHROOM II " " BATHROOM III ® BATHROOM EXHAUST o D D 3 D % D 3 D D D D H'a D��C�G?1p�1��U� DQTL "'3 3 / o p 01 PERMIT AMENDMENT I I/09/23 D D L1 L, L5 -- } U Li —__.— - L1 L1 OPEN TO BELOW - NOTE: ORIGINAL SHEET SIZE IS 24X36 Ll L L, BEDROOM II L5 BEDROOM III L, i F.F.+52.3' F.F.+52.3' RICARDO ROMO-LEROUX, R.A. DN RRL ARCHITECTURE AND DESIGN, PLLC lok L, L1 NEW YORK REGISTERED ARCHITECT I Lt ffl)L1 Li L1 3 L5 LICENSE No. 037966 /� 3 D Q 0 P190 JCC 7 NAME I M U LFO RD CT [PROJECT ADDRIESS I MULFORD CT ORIENT, NY 11957 N BRAMNOTME ELECTRICAL PLAN - 2ND FLOOR N REAL o &GNATUHrl DATE JANUARY 29, 2024 to PROJECT NO 00048-2021 t +'s '� F:rJ„10eg, DRAWN BY RR ELECTRICAL PLAN - SECOND FLOOR " � ,n <," 1 CHECKED BY SCALE 1/ ! = 1'-O° OA RR ry NUMBER �.A - 7 �'G- E- 102 ---------- --------------- - --- ------------ —___ _ ______— ©2019 RRL ARCHITECTURE AND DESIGN,PLLC