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Home My WebLink About50181-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#: 50181 Date: 1/4/2024 Permission is hereby granted to: Luckyfront LLC 111111. 333 Central Parkes W Apt 106 _.. New York, NY 10025 To: Demolish an existing single-family dwelling and construct a new single-family dwelling to include HVAC system as applied for per DEC non jurisdiction, SPDES, and SCHD approvals. Additional certification will be required. At premises located at: 38015 Route 25 Orient SCTM # 473889 Sec/Block/Lot# 15.-2-15.8 Pursuant to application dated 11/15/2023_ and approved by the Building Inspector. To expire on 7/5/2025. ...._ Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $6,061.50 DEMOLITION $2,160.00 CO-NEW DWELLING $100.00 Total: $8,321.50 _--da vv� .---------------_------............_. . Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT �y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt:)s://v;\ +v.sout'holdtownn . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector, 1 5 2023 Applications and forms must be filled out in their entirety. Incomplete •. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: November 13, 2023 OWNER(S)OF PROPERTY: Name:Lucky Front LLC SCTM# Z000 & 1000-15-02-15.8 Project Address:38015 Main Road Orient, NY 11957 Phone#: 646-734-3579 Email:chad @gallant.cc Mailing Address: PO Box 613 Orient, NY 11957 CONTACT PERSON: Name: Sean Forestal Mailing Address: 508 Main Road Unit 3 Riverhead, NY 11901 Phone#:631-808-3323 6 1161 Email: info@artisancai.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Schloss Architect Mailing Address:277 Broadway 13th Floor New York, NY 10007 Phone#:212-213-5546 Email:jschloss@jonathanschloss.com CONTRACTOR INFORMATION: Name:Artisan Construction Associates, Inc. Mailing Address:508 Main Road Unit 3 Riverhead, NY 11901 Phone#:631-808-3323 1 Email: info@artisancai.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $9,000,000.00 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to R-80 this property? ❑Yes R No IF YES, PROVIDE A COPY. Check Box A,fter Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Sean Forestal WAuthorized Agent Downer Signature of Applicant: Date: November 13, 2023 STATE OF NEW YORK) SS: COUNTY OF�`aLkf*~ ( J Sean Forestal/Artisan Construction Associates, Inc. being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is theContractor (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 13 November 23 day of , 20 . I Attary Public w._..0 Cl�STM, � � � ` .0 EW w FlI�RQV IIIf:,Illf ry OWNER AUII111°11'11ZA I ION (Where the applicant Is not the owner) cm* �n '. tCU07 a Jonathan Chad Gallant"' ��`" � `"� 333 Central Park West Apt 10 �� /ON I, residing at New York, NY 10025 Sean Forestal/Artisan Construction Associates, Inc. do hereby authorize to apply on my beh a Town of Southold Building Department for approval as described herein. 11/13/23 Owner's Signature Date Jonathan Chad Gallant Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,W LyCrI DVT L-Lf— residing at (Print property owner's name) (Mailing Address) \ , S do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT & TIDAL WETLANDS ACT August 8, 2023 Luckyfront LLC Jonathan C. Gallant & Barbara Lynn Becker 333 Central Park West Apt. 6 New York NY 10025 Re: Application #1-4738-03039/00004 Luckyfront LLC Property— 38015 Route 25 Orient SCTM# 1000-15-2-15.8 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed work to remove and replace a dwelling, construct a swimming pool and related other activities is more than 100 feet from DEC regulated freshwater wetlands as per the survey prepared by Young Associates, last revised on 07/28/2023 and site plans by Jonathan Schloss, last revised 08/01/2023. Therefore, no permit is required for this project pursuant to the Freshwater Wetlands Act (Article 24) and its' implementing regulations (6NYCRR Part 663). In addition, the proposed work is landward of the topographic crest of a bluff, in excess of 10 feet in elevation, as shown on the above-mentioned survey and plans. Therefore, the property landward of the topographic crest of bluff is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this elevation. Be advised, all construction, clearing, and/or ground disturbance must remain beyond jurisdictional boundaries. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 24 and/or Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. 1 9 ia��rtmenl of srnrre a swMarypandarer'v �nw1�PontTtlental E4 Conservation Page 1 of 2 Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin A. Kispert Permit Administrator cc: En-Consultants BoEH BMHP File Page 2 of 2 Generated by REScheck-Web Software 'f "I 9 Compliance Certificate Project 38015 Main Road, Orient NY Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area 7,980 ft2 Glazing Area 44% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38015 Main Road Jonathan Schloss Architect Tom Baccarella Orient, New York 11957 277 Broadway NY Building Technology Group New York, NY 10007 159 NY 25A (212) 213-5546 West Building, Suite B Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: 5.8%Better Than Code Maximum UA: 1437 Your UA: 1353 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Silartu..o on ryirrude tradeoffs aaire no Ilo ngn:ur r or°islidr^ved 'in thie UA or peirforrru,unr:u?C011rnli:ullllairrce Ipath !!in RI Sc U.neck Each d;>iab-on-gra de &;SE rrnblly urn the sUreciiflied diirrnautn rove must irrieS a:the m 4 lirunnuirrn eneirgy r:uade lrisulatJon IFS°°vahie arid (JEaJpth ire(ldireruuu.nts, Envelope Assernblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Ceiling vaulted-R30 LD foam or equal: Cathedral 2,333 30.0 7.0 0.027 0.026 63 61 Ceiling Wall to amb-2" Flash and Batt: Wood Frame, 16" 6,175 27.0 0.0 0.051 0.060 163 191 O.C. Door-Labeled Fire door: Solid Door(under 50% 48 0.200 0.320 10 15 glazing) Door-Glass sliding-Fleetwood 3000 AWA: Glass Door(over 50%glazing) 1,258 0.330 0.320 415 403 SHGC: 0.32 Door-Glass Swing Fleetwood 350: Glass Door(over 50%glazing) 124 0.440 0.320 54 40 SHGC: 0.32 Window- Fixed w/vent Fleetwood 3800 AWA: Metal Frame w/Thermal Break 782 0.330 0.320 258 250 SHGC: 0.32 Window-Casement- Fleetwood 350 AWA: Metal Frame w/Thermal Break 197 0.330 0.320 65 63 SHGC: 0.32 Project Title: 38015 Main Road, Orient NY Reportdate: 11/06/23 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop, Req. Perimeter Window-Sliding- Fleetwood 3000 AWA: Metal Frame w/Thermal Break 334 0.330 0.320 110 107 SHGC: 0.32 Window 6: Metal Frame w/Thermal Break 242 0.260 0.320 63 77 SHGC: 0.30 Wall -To Garage-2" HD foam w/R13 Batt: Wood 504 27.0 0.0 0.051 0.060 24 29 Frame, 16" o.c. Door-Solid: Solid Door(under 50%glazing) 24 0.500 0.320 12 8 Wall -Walkout Basement: Solid Concrete or Masonry 220 13.0 0.0 0.083 0.087 16 17 Door-Glass Swing Fleetwood 3000: Glass Door(over 50%glazing) 29 0.440 0.320 13 9 SHGC: 0.23 Foundation -Cond to Amb R10E+ 3" HD foam: Solid Concrete or Masonry Wall height: 10.0' 1,577 14.0 17.0 0.026 0.059 40 91 Depth below grade: 10.0' Insulation depth: 10.0' Windows- Bsmt Egress: Metal Frame w/Thermal Break 38 0.330 0.320 13 12 SHGC: 0.32 Basement Wall -Cond to Unc: Wood Frame Wall height: 10.0' 1,084 13.0 10.0 0.031 0.059 34 64 Depth below grade: 10.0' Insulation depth: 10.0' 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. Tom Baccarella :» - 11/06/2023 Name-Title re Date Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web cl�(J 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 Plans Verified Field Verified # Pre-Inspection/Plan ReviewValue Value Complies? Comments/Assumptions & Req.ID _ _ 1103.1,03.21 'documentation drawings demonstrate ,Complies Requirement will be met.,. Does Not [PR11energy code compliance for the ❑Not Observable 7a building envelope.Thermal envelope represented on ❑Not Applicable j construction documents. 103.1, ;Construction drawings and i❑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, Heati P and coolin e ment is _ ... g g ui q p ; Heating: Heating: ❑Complies Requirement will be met. ��403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 :on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Reg.ID 402.1.1 Conditioned basement wall R R- ,❑Complies see the Envelope assemblies [F04]1insulation R-value.Where interior R R_ �❑Does Not ,.table for values. �(� insulation is used, verification ❑Not Observable may need to occur during 'Insulation Inspection. Not }❑Not Applicable required in warm-humid locations j in Climate Zone 3. i r o i 303.2 ;Conditioned basement wall ;❑Complies Requirement will be met. [F05]1 insulation installed per :❑Does Not ; manufacturer's instructions.. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ,see the Envelope assemblies [F06]1 insulation depth of burial or ❑Does Not Mable for values. ;distance from top of wall. ❑Not Observable ,❑Not Applicable 303.2.1 ;A protective covering is installed ;❑Complies ;Exception: Requirement is [F011]2 Ito protect exposed exterior []Does Not not applicable. insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable j 403.9 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO12]z controls installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 `Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Re AD ❑Com lies table e Envelope 402.1.1, ,Door U-factor. U- U- p lope Assemblies 402.3.4 ❑Does Not es. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U factor(area weighted U U- ;complies see the Envelope Assemblies 402.3.1, ;average). ❑Does Not table for values. 402.3.3, 402.5 i❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not � with the NFRC test procedure or taken from the default table. :❑Not Observable ❑Not Applicable 402.4.1.1 Ar barrier and thermal barrier InComplies Requirement will be met. [FR23]1 installed per manufacturer's EDoes 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 t.1 AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code -,❑Not Applicable j limits. 402.4.5 IC-rated recessed lighting fixtures oC'omplies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ;leakage at 75 Pa. ❑Not Observable 403.3 ❑Not Applicable �.1 Supply and return ducts in attics 'OComplies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ❑Not Observable R-6 where < 3 inches. Supply and ;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 ',Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not ajoints/seams compliant with ❑Not Observable International Mechanical Code or 'International Residential Code, as: ❑Not Applicable applicable. 40..�. 3.3.5 Building cavities are not used as ❑Complies 9 Requirement will be met. [FR15]3 ducts or plenums. ,❑Does Not jar ❑Not Observable ❑Not Applicable [FOR17]� HVAC piipi °-gFcor chilled fluids R-_ R ��t�mplies Requirement will be met. oes Not below 55 -F are insulated to >_R ❑Not Observable ; r ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC , ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not m,o ;❑Not Observable ❑Not Applicable 403.5,3 ;Hot water pipes are insulated to R- R ❑Complies ;Requirement will be met, [FR18]2 `>_R-3. ❑Does Not t ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 5 of10 Rectlon flans Verified Field Verified 40 Framing/Rough-In Inspection Value Complies" Comments/Assumptions Q Re ,ilk 403;6Automatic or gravity dampers are ©Compiles Requirement will be met. [l#R1 installed on all outdoor air Acres Not intakes and exhausts. ®Not Observable 'E]Not Applicable Additional Comments/Assumptions: =High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 6 of10 S'ect'ion Flans Verified Field Verified # Insulation Inspection Value Value Complies Comments/Assumptions 303.1 �[ `All installed insulation is labeled � �'❑Complies Requirement will be met. CINT3 or the installed R-values '❑Does Not provided. []Not Observable s❑Not Applicable 1402.1.1,402.2 5 malls insulation all ti with at least 1 h thisof is a EJ Wood Wood -�❑❑D o o mplies See the Envelope Assemblies oes 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: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Irmapct(Tier3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final spection Provisions Value Value Complies? Comments/Assumptions In & Re .ID 402.1.1, ,Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood F] Wood ❑Does Not !table for values. 402.2.2, ❑ Steel j❑ Steel j❑Not Observable 402.2.6 [Fill' -]Not Applicable G 303.1.1.1, ;Ceiling insulation installed per ;❑Complies 'Requirement will be met. 303.2 manufacturer's instructions. +❑Does Not [FI2]1 Blown insulation marked every :]Not Observable 300 ft2. ' ❑Not Applicable 402.2.3 'Vented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent `❑Does Not not applicable. to soffit and eave vents that ;extends over insulation. ❑Not Observable ❑Not Applicable i 402.2.4 ..,..��.�.�� ;Attic access hatch and door R R- '❑Complies Requirement will be met. [F13]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. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; UNot Applicable 402.4.2 Wood-burning fireplaces have []Complies Requirement will be met. [F18]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. ❑Not Observable i ❑Not Applicable y 403.3.3 Ducts are pressure tested to I cfm/100 , cfm/100 ❑Complies Requirement will be met. [F]27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ,❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable !w.g. across the system including j. :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. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ;Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 =❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in ❑Not Observable vtests,verification may need to UNot Applicable ;occur during Framing Inspection. 403.3.2.1 IAir handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not ;design airflow. ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [Flg]z. installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable j 403.1.2 Heat pump thermostat installed []Complies Requirement will be met, [FIJO]2 on heat pumps. ❑Does Not ❑Not Observable , ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions °I 1 z D'systehave Circulating ms service hot or :[:]Complies Requirement Requirement will be met, [ accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 'All mechanical ventilation system ° o❑Complies Requirement will be met. [F125]2 fans not part of tested and listed "[:]Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable j 403.2 !Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26)2 'through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable l ;temperature based on outdoor ❑Not Applicable xtemperature. 403.5'.1.1 ,Heated water circulation systems ❑Complies Exception: Requirement is [FI28]2 r 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- syphon 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 'I Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ;❑Not Observable 1 heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5.2 ,Demand recirculation water ❑Con'mplies :,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 <= 104°F. w .. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [F131]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side �I 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. 403.10.1 °Readily accessible switch on `❑Complies Requirement will be met. [F112]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable change heater thermostat ❑Not Applicable j setting. Heater circuit breaker is installed independent of switch. 'Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 9 of10 Section Plans Verified Field Verified In # Final spection Provisions Value Value Complies? Comments/Assumptions & Rei X030.ID switches OmpRequirement will be me t. [F1191.1' :automatic preset schedule DoNot ;control method are installed on heaters and pumps serving pools , ❑Not Observable land permanent []Not Applicable ; . . w . w .� ,.,. _._ 403�� .1-0. 33 Outdoor heated pools and ❑Complies Requirement will be met. 1FI2013 outdoor permanent spas have a []Does Not vapor retardant cover. ❑Not Observable ❑Not Applicable 404.1 90%or more of permanent ❑Complies Requirement will be met. [FI611 fixtures have high efficacy lamps. ❑Does Not 3❑Not Observable '❑Not Applicable 404 '1 1, Fuel gas lighting systems have r❑Complies Exception: Requirement is [F1231� no continuous pilot light ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 401:3 `Compliance certificate posted. ❑Complies Requirement will be met. [Fllfi ;❑Does Not ❑Not Observable 1 ❑Not Applicable j 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F11813 mechanical and water heating ❑Does Not systems have been provided. [-]Not Observable e ❑Not Applicable f Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3I-ow Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 10 of 10 Eff"iciency Certificate MMMzMMIMMMMMMMM= Above-Grade Wall 27.00 Below-Grade Wall 31.00 Floor 0.00 Ceiling / Roof 37.00 Ductwork (unconditioned spaces): Window 0.33 0.32 Door 0.33 0.32 =M Heating System: Cooling System: Water Heater: Name• Date: Comments LIMITED LIABILITY COMPANY AGREEMENT OF LUCKYFRONT,LLC This Limited Liability Company Agreement(this -A :reel pt") of Luckyfront, LLC (the "Q9n1,p4ny,") is entered into by Barbara Lynn Becker and Joiiathaii Chad Gallant, as the members (each a"'Member" and collectively,the"Members"). The Members have formed a limited liability company pursuant to and in accordance with the New York Limited Liability Company Law, as amended from time to time(the"Act'), and hereby agree as follows: 1. Name. The name of the limited liability company formed hereby is Luckyfront, LLC. 2. Filing of Articles. Imole Ogowewo, as an organizer within the meaning of the Act,has executed, --'-delivered and filed the articles of organization(and shall file any amendments and/or restatements thereof) required or permitted to be filed with the Secretary of State of the State of New York. The Members are authorized to execute, deliver and file any other certificates, notices or documents (and any amendments and/or restatements thereof)necessary for the Company to qualify to do business in any jurisdiction in which the Company may wish to conduct business. 3. pqToscs. The Company is formed for the object and purpose of and the nature of the business to be conducted and promoted by the Company is,engaging in any lawful act or activity for which limited liability companies may be formed under the Act. 4. Powers. In furtherance of its purposes, but subject to all of the provisions of this Agreement,the Company shall have and may exercise all the powers now or hereafter conferred by New York law on limited liability companies formed under the Act and all powers necessary, convenient or incidental to accomplish its purposes as set forth in Section 3. 5. Principal Business Road, -iness Offi'Nce. The principal business office of the Company shall be located at 38015 Main Road, Orient, Y 11957, or at such other location as may hereafter be determined by the Members. 6. Registered Agent. The Secretary of State of the State of New York is designated Registered - ---- - as agent of the Company upon whom process against it may be served. In addition,the name and address of the registered agent of the Company upon whom process against it may be served is 38015 Main Road, Orient,NY 11957. 7. Members. The name and the mailing addresses of the Members are as follows: 103076449.1 Naive Address Barbara Lynn Becker 38015 Main Road, Orient,NY 11957 Jonathan Chad Gallant 38015 Main Road, Orient,NY 11957 8. Limited Liability. Except as otherwise provided by the Act, no Member shall be liable for any debts, obligations or liabilities of the Company, whether arising in tort, contract or otherwise, solely by reason of being a member of the Company or acting(or omitting to act) in such capacity or participating in the conduct of the business of the Company. 9. Capital_Contributions. Each Member is deemed admitted as a member of the Company upon its execution and delivery of this Agreement. Each Member agrees to contribute its services to the operation of the Company, and no other cash or property, to the Company. 10. A0ditiopal Contributions. No Member is required to make any additional capital contribution to the Company. However, each Member may voluntarily make additional capital contributions to the Company at any time. To the extent that any Member makes an additional capital contribution to the Company, the Members shall revise the membership interests percentages in Schedule I hereto to the extent required. 11. l'eree'ptage Interest. Each Member's interest in the Company shall be expressed as a percentage equal as set'forth in Schedule I hereto, as it may be amended by the Members (as to any Member, its"Percentage 1pterest"). 12. Allocation of Profits and 9 osses. The Company's profits and losses shall be allocated in proportion to the Percentage Interests of the Members. 13. Distributions. Distributions shall be made to the Members at the times and in the aggregate amounts determined by the Members. Notwithstanding any provision to the contrary contained in this Agreement,the Company shall not make a distribution to the Members on account of its interest in the Company if such distribution would violate the Act or other applicable law. 14. Management. In accordance with Section 401 of the Act, management of the Company shall be vested in the Members. The Members shall have the power to do any and all acts necessary, convenient or incidental to or for the furtherance of the purposes of the Company described herein, including all powers, statutory or otherwise, possessed by members of a limited liability company under the laws of the State of New York. Notwithstanding any other provision of this Agreement, each Members is authorized to execute and deliver any document on behalf of the Company without any vote or consent of any other person. Each Member has the authority to bind the Company. 15. lu.sc.ulpation and fildegvili ation. (a) No Member shall be liable to the Company or any other person or entity who is a party to or is otherwise bound by this Agreement for any damages for breach of duty in its capacity as Manager of the Company, except in the case that a judgment or other final 2 adjudication adverse to such Member establishes that such Member's acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that the Member personally gained in fact a financial profit or other advantage to which he or she was not legally entitled or that with respect to a distribution to Members his or her acts were not performed in accordance with the Act. (b) To the fullest extent permitted by applicable law,the Company shall indemnify and hold harmless, and advance expenses to,the Members from and against any and all claims and demands whatsoever; provided, however, that no indemnification may be made to or on behalf of a Member if a judgment or other final adjudication adverse to such Member establishes (i)that such Member's acts were committed in bad faith or were the result of active and deliberate dishonesty and were material to the cause of action so adjudicated or(ii)that such Member personally gained in fact a financial profit or other advantage to which he or she was not legally entitled. 16. Assignments. The Members may at any time assign in whole or in part its limited liability company interest in the Company with the consent of both Members. If either Member transfers any of its interest in the Company pursuant to this Section,the transferee shall be admitted to the Company upon its execution of an instrument signifying its agreement to be bound by the terms and conditions of this Agreement. If a Member transfers all of its interest in the Company, such admission shall be deemed effective immediately prior to the transfer, and, immediately following such admission,the transferor Member shall cease to be a member of the Company. 17. Withdraw a1. The Members may at any time withdraw from the Company with the consent of both Members. If either Member withdraws pursuant to this Section, an additional member or members may be admitted to the Company with the consent of the remaining Member upon its execution of an instrument signifying its agreement to be bound by the terms and conditions of this Agreement. 18. ." _. e, i nal"'Members. One or more additional members of the . ..c►tu�ss�c�� of dcl�C��.. Company may be admitted to the Company with the written consent of the Members and upon such terms(including with respect to participation in the management, profits, losses and distributions of the Company)as may be determined by the Members and the additional persons or entities to be admitted. 19. Dissolution. (a) The Company shall dissolve and its affairs shall be wound up upon the first to occur of. (i) the written consent of the Members, (ii) any time there are no members of the Company,unless the Company is continued in accordance with the Act, or(iii) the entry of a decree of judicial dissolution under Section 702 of the Act. (b) In the event of dissolution,the Company shall conduct only such activities as are necessary to wind up its affairs (including the sale of the assets of the Company in an orderly manner), and the assets or proceeds from the sale of the assets of the Company shall be distributed in the manner, and in the order of priority, set forth in Section 704 of the Act. 3 20. Bcnelats of"Agreement,No Third-Party Rights. The provisions of this Agreement are intended solely to benefit the Members and, to the fullest extent permitted by applicable law, shall not be construed as conferring any benefit upon any creditor of the Company (and no such creditor shall be a third-party beneficiary of this Agreement), and the Members shall have no duty or obligation to any creditor of the Company to make any contributions or payments to the Company. 21. Seve_rability o Provisions. Each provision of this Agreement shall be considered severable and if for any reason any provision or provisions herein are determined to be invalid, unenforceable or illegal under any existing or future law, such invalidity, unenforceability or illegality shall not impair the operation of or affect those portions of this Agreement which are valid, enforceable and legal. 22. Entire Agreement. This Agreement constitutes the entire agreement of the Member with respect to the subject matter hereof-. 23. Governing Law. This Agreement shall be governed by, and construed under, the laws of the State of New York(without regard to conflict of laws principles), all rights and remedies being governed by said laws. 24. Amendments. This Agreement may not be modified, altered, supplemented or amended except pursuant to a written agreement executed and delivered by all Members. [The remainder of this page is intentionally left blank.] 4 I WITNESS WHEREOF, the LInclersigne 11 Inte9cling to be legally bound hereby,has duly executed this Agreed ent as o4"the� clay «t" akWW 2018. BARBARA LYNN BECKER _. _.. :....w:_.W� JONATHAN CHAD GALLANT SIGNATURE PAGE To LIMITED LIABILITY COMPANY AGREEMENT DATE(MMIDDIYYYY) C"R" CERTIFICATE OF LIABILITY INSURANCE 01!31/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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). CONTACT Katie PRODUCER Nicholas DeVito Agency, Inc. PHONE , 631 �� FAX Ne) (m_mm ) 9 Yr 388 S31 509 0099 - � 449 Route 25A ADDRESS;, khayes@d'evltoa er%com Mount Sinai, NY 11766 ............ fNSURgFjt 1 Ar .(JRDINo COVEMq riNIC a �rlsul? mn __M a u.�a4. i !+rit�r .Sl � tf�r.insur;L, e% C ,any 6_ _. ....._.... _. ^ INSURED INSURER B: Merchants.Preferredmminsurance.COn1pa,,._n�_,,,,,,, Artisan Construction Associates Inc. www_... 508 Main Road INSURER c Sutton Ogpia.1 Insurance Qom__PAny Unit#3 _INSURE,RmDm,,:,, Riverhead, NY 11901-1906 '" ' Ew - INSURER F: COVERAGES CERTIFICATE NUMBER: 00020421-1048847 REVISION NUMBER: 20 THIS 15 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 CONTRACTOR 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. LTR ... TYPE OF INSURANCE_,... ADD_' UB .--_.- �POLICY NUMBER.,..-- .......-- MOLICIYEFF -�POLICY a .... ......... .... -. �. NSR ¢k ICY EXP LIMITS ODIYYYY COMMERCIAL GENERAL LIABILITY 01/2812024 EACH OCCURRENCE $ 1,000,000µ,m Y MP0082001005641 ov2s1zo23 _ .. A CLAIMS-MADE � OCCUR N RSMln 6 .�fi � 1 100,000 " Y"A�b�s aNTL�r � ..., MED EXP An one erson) $ 5 000 _ _�. �. _ L a ADV INJURY .m$ ................1.000,000 PERSONA GEN1. r-... AGGREGATE LIMIT APPLIES PER: ... GENERAL AGGREGATE $ 2,000 000 POLICY PRO: F-1 LOC PRODUCTS-COMPnnq $ 2,000 000 OTHER' B AUTOMOBILE LIABILITY CAP1070675 03/03/2022 03/03/2023 -COMBINED SINGLE LIMIT.....4i..$.`___ 1,,OQQ 0.��:,,,QO ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) X D PR AUTOS ONLY AUTOS ONHIRED LY (P�sil I'AWuNACaE .$•-- _mm- m $ C X„ UMBRELLA LIAB �( OCCUR ISCEXO30000031 0112812023 01I2H/2024 F.4CH OCCURRENCE $ 5,000L0O0 EXCESS LIAB CLAIMS-MADE AGGREGATE $ -5 0001000 DED AND EMPLOYERS'LIABILITY YIN d TN$ 1 O O WORKERS� I RETENTIq OO ryry PER �OTH _...... .......... ANY OFFICE IME NH EXCLUDED? CUTIVE ❑ N/A E.L.DISEASECIEA EMPLmmYE $ .-. OFFICERlMEMBER EXCLUDED? L A NT (Mandatory i ) If yes,describe under E.L,DISEASE-POLICY LIMIT DESCRIPTIO OF OPERATIONS below $ DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE KLH j ©1988-2015 ACORD CORPORATION. All rights reserved. New York State Insurance Fund PO Box 66699 Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) '," ■ ^""^^^ 462050744 ARTISAN CONSTRUCTION ASSOCIATES INC 508 MAIN ROAD M UNIT 3 RIVERHEAD NY 11901 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ARTISAN CONSTRUCTION ASSOCIATES INC TOWN OF SOUTHOLD 508 MAIN ROAD 54375 MAIN ROAD UNIT 3 PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11791 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12325738-9 605474 01/29/2023 TO 01/29/2024 2/11/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2325 738-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SEAN FORESTAL ARTISAN CONSTRUCTION ASSOCIATES INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STtT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 116352313 1 1-9R 1 YI< workers' CERTIFICATE OF INSURANCE COVERAGE sT Tc Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured 1 c. 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) 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 3b. Policy Number of Entity Listed in Box"1 a" 3c. Policy effective period to 4. Policy provides the following benefits: A. Both disability and paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ❑ A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under perwalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed By (av 4� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number Name and Title IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. www PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 413,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees, Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-21) 111111111 °°°1°°°°111°1°11°111°°°°°�IIIIII Additional Instructions for Form D13-120,1 signingBy this form, the insurance carrier identified inBox 3onthis form hs certifying that it is insuring referenced in Box 1 a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate) to the entity listed aathe certificate holder inBox 2. The insurance carrier must noUfvthe above ce�i�natmholder and the VVorkero' (�ompenaoUonBoard vvithin1Udays |Fa p�m�' |mcanceNeddue bononpayment ofpremiums orwithin 3Odays |Fthere are reasons other than nonpayment of premiums that cancel the ' licyore|irn2ma8e the insured from coverage indicated on this Certificate. (These notices may besent bregular mail.)Otherwise, this Certificate is valid for one yearafter this form is approved by the insurance carrier orits licensed agent, oruntil the policy expiration date listed >nBox 3c. whichever ioearlier. This Certificate inissued amomatter ofinformation only and confers norights upon the certificate holder. This Certificate does not ammnd, extend oralter the coverage afforded by the policy listed, nor does, itconfer any rights or responsibilities beyond those contained inthe referenced policy. ^ This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: 0' mm th�c��m�U��U�nm�th��|m��|ikym��Amn�s|� F� i|yLeavmbmmefibmpo|hoyhndicabed on this form, ifthe business continues tmbmnamed oma permit, license wr contract issued byscertificate holder,the business must provide that certificate holder with mnew Certificate mfInsurance Coverage for NYS disability and/ or Paid Family Leave Benefits onother authorized proof that the business is complying with the mandatory coverage requirements ofthe NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing henain, hovvexar, mho|| be construed as creating any liability on the part ofsuch state or municipal department, boand, commission or office to pay any disability benefits to any such employee ifooemployed. (b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such oontnact, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured ooprovided bythis article. D13420.1 (13'21)Reverse C E � U E SUFFQ Scot i��SS, + STOW\vl[\SVA\T]E]K SUPE I��1[A NA\�G�]EI� LENT I r � ,parfmc �� OUTHOLDTOWNl�' rt 4 ;1.1 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 J CtUPTER 236 — STOkMWATER MANAGEMENT UVERRAL FORM a 11 ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPL (CANT �^! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Pr - - - - - — _ — _ _ _ - -- - - - _ s - _ —APPLICANT (Pro erty gProfssional, Agent, Contractor, Other) Owner, Design r , �i ARTISAN CONSTRUCTION ASSOCIATES, INC.- Date: 11/13/23 NAME. , .t j flN919'd 'j fl':rtl�uup4uwt t:l' ' Contact Information: INFO@ARTISANCAI.COM I (E-Mad 81 e'e°''°°e""'"'e1' 631-808-3323 EXT 1102 Property Address / Location of Construction Site: 38015 MAIN ROAD S.C.T.1VI. #, 100 District tl ORIENT, NY 11957 15 02 ,7 & 8 fl ; Section Block Lot s _ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' u, - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is fie aired ! f Project does Not Discharge to Waters of the State. No S.P.D.E.S. Pern-rit is Reguired,,l it i 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 Buildin Permit. - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's VIS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Enaineerin De artment Prior to Issuance of a Building Permit. i Reviewed By: ��It Date: �3 Fr1RM # CM('P-Tr)C nrtnl,Pr 9n1R NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 12/19/2023 Chad Gallant Chad Gallant 38015 Main Road Orient, New York 11957 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Gallant Residence 38015 Main Road Southl, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 12/11/2023, which is the date the Department received your complete eNOI. The permit identification number for this site is: NYR11 M069. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). raE�a Y c Dev rtment of O ttL MJF a�09Trr Marr Enviranmentol Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, Qa C� David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering Adams, Douglas PO Box 14 Setauket, NEW YORK 11733 ZING DATA OP SOIL(SM) D. ROWN&PALE BROWN FINE SILTY AND WI SOME FINE TO LARGE RAVEL(SM) D1 SUFFOLK Coimi"y DU�,aRrmEhfl' DF HEALTH SERW,'Es, ALE BROWN FINE TO MED.SAND WI R.SILT S SOME FINE TO LARGE F"�D'W WTD "°�"Fz APPRDAL, F 0N,S1-I--ujc--n0N IIFof.A RAVEL(SW) S (' Gu: FAyj)I,-y Rl',S 9 cII M+j C,;IFm 9 m D D' Cabana ALE BROWN FINE TO COARSE SAND II TR.FINE TO LARGE GRAVEL(SW) 0. D1,,aLL E 9/5/23 H N® R-23-1129 N �= L BROWN FINE SILTY SAND WI TR. �' � � _..... 1�°��"'ror �d INE TO LARGE GRAVEL(SP) TOTALa N Hp s /0 1.0' X P H R�l m . 'I tl a"^i vw o"' Fir i'I, D A F �ll CD F FIl P m m 1 ALE BROWN FINE TO COARSE SAND WI . ...n .... 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LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 L AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. � STAN DAR D AB B R IONS 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL MASONRY OPENING LINTEL " ADD L. ADDITIONAL I.J. ISOLATION JOINT PROJECT SPECIFICATIONS, INCLUDING THE NYSBC 2014 BUILDING CODE. ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL 4'-0" OR LESS L4x3Y2x5/s LLV 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1� CLEAR (MIN.) ADJ. ADJACENT INFO. INFORMATION BE THE EDITION REFERENCED IN THIS GOVERNING CODE. 4'-1" TO 7'-0" L6x3Yzx5/1s LLV BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. A E DESIGN TEAM OF RECORD INT. INTERIOR 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING AND SHEETING AND SHALL MAKE SAFE ALL FLOORS, ROOFS, WALLS ALT. ALTERNATE JT. JOINT AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED A. 3Y" LEGS ARE HORIZONTAL. 9. STUD BEARING WALLS ARE TO BE 2x4 0 16" O.C. AT THE INTERIOR AND 2x6 0 16" O.C. AT THE EXTERIOR, UNLESS NOTED ANCH. ANCHOR K KIPS PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION, HIRED BY THE CONTRACTOR, WHO SHALL SUBMIT SHOP B. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. OTHERWISE ON PLAN. APPROX. APPROXIMATE/APPROXIMATLEY LB. POUND DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. C. PROVIDE L5x5x%6 ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0 L.L. LIVE LOAD ". ARCH. ARCH ITE D. PROVIDE MINIMUM 6" BEARING AT EACH END.D. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE REQUIRED, INSTALL ADDITIONAL STUDS. B.O. BOTTOM OF LLBB LONG LEGS BACK-TO-BACK BLDG. BUILDING LLH LONG LEG HORIZONTAL 11LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. BM. BEAM LLV 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED E. LINTELS OVER 6'-4" SHALL BE FIREPROOFED. IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND . LONG LEG VERTICAL BOT. BOTTOM L.P. LOW POINT MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT 12. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. BRM. BEARING L.W. LIGHTWEIGHT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN T. BASEMENT MAS. MASONRY CAN PLACE. 13. SHOP DRAWING SUBMITTALS SHALL FOLLOW THE FOLLOWING SEQUENCE (WITH EACH NOT BEING SUBMITTED UNTIL THE PREVIOUS 13. USE DOUBLE STUDS 0 ENDS OF WALL AND ENDS OF WALL OPENINGS. CANT. CANTILEVER MAX. MAXIMUM CFS. COLD FORMED STEEL MECH. MECHANICAL DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE ONE IS APPROVED): 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO C.I.P. CAST IN PLACE MEP MECH., ELEC., PLUMBING, & FIRE PROTECTION 4. THE CONTRACT A. JOB STANDARDS (BASIS OF DESIGN AND REPRESENTATIVE CALCULATIONS FOR VARIOUS CONNECTION TYPES) THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR C.J. CONTRACTION JOINT MFR. MANUFACTURER SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY CONFLICTS B. ERECTION PLANS WALLS UNLESS OTHERWISE NOTED. CLG. CEILING MIN. MINIMUM 1. FOR GUIDANCE. C. PIECE DETAILS AND PIECE-SPECIFIC CONNECTION CALCULATIONS CLR. CLEAR MISC. MISCELLANEOUS 0 FOUNDATIONS 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. CMU CONCRETE MASONRY UNIT M.O. MASONRY OPENING 14. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. COL. COLUMN 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 PSF, AS SPECIFIED BY 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' O.C. MPI. MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS COMPS. COMPOSITE THE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL 15. ALL STEEL CONNECTIONS MUST MEET THE REQUIREMENTS OF SECTION 2212 OF THE NYC BUILDING CODE. N.F. NEAR FACE NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF CONS. CONCRETE N.I.C. NOT IN CONTRACT 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS 016" O.C. BUILT UP BEAMS GREATER CONST. CONSTRUCTION N0. NUMBER - RECORD. STEEL DECK THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS 016" O.C. CONT. CONTINUOUS N.S. NEAR SIDE COORD. COORDINATE/COORDINATION N.T.S. NOT TO SCALE 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED 1. STEEL DECKING WORK SHALL CONFORM TO THE AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. CONTR. CONTRACTOR N.W. N.W. NORMAL WEIGHT THEIR 28 DAY STRENGTH. STRUCTURAL MEMBERS". (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) COIR CONTRACTING OFFICER'S TECHNICAL REP. O.C. ON CENTER CTR. CENTER O.D. OUTSIDE DIAMETER 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 3'-6" BELOW FINAL GRADE. 2. STEEL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A1008 OR A653 WITH DBL. DOUBLE O.F. OUTSIDE FACE A MINIMUM YIELD STRENGTH OF 50,000 PSI (33,000 PSI FOR STEEL ROOF DECKING UNITS). SEE DECK SCHEDULE FOR MORE 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH DEMO. DEMOLITION/DEMOLISH OPNG. OPENING 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY INFORMATION. BEFORE FORMING, THE STEEL SHEET SHALL RECEIVE A HOT DIP GALVANIZED COATING CONFORMING TO ASTM A653, Y2" APA GRADED FIRE PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL DTA. DETAIL OCP. OPPOSITE DIAGONAL METAL BRACING BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT(S) AND DEPTHS OF FOOTING AS SHOWN GRADE 90. NG AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS DIA. DIAMETER PC. PIECE DIAG. DIAGONAL PED. PEDESTAL ON FOUNDATION PLANS. 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. 3. STEEL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO SUPPORT WET WEIGHT OF MIN., U.N.O. DIM. DIMENSION PERP. PERPENDICULAR D.L. DEAD LOAD PL. PLATE CONCRETE CONCRETE AND ALL CONSTRUCTION LOADS. DN. DOWN PLF POUNDS PER LINEAR FOOT 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. DWG(S). DRAWING(S) PREFAB. PREFABRICATED A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318). 4. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD (TO BE SHOWN ON SHOP DRAWINGS) BETWEEN OWL. DOWEL PSF EA. EACH PSI POUNDS PER SQUARE INCH SUPPORTS, AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL 22. FOR HEADERS NOT CALLED OUT ON PLAN: POUNDS PER SQUARE FOOT B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION CONSTRUCTION LOADS WITHOUT DISTORTION OR SEPARATION, MAXIMUM SPACING SHALL BE 3'-0" (2'-0" FOR NYC) BETWEEN WOOD HEADER SCHEDULE E.O. EDGE OF PT PRESSURE TREATED C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". SUPPORT BEAMS. END LAPS OF SHEETS SHALL BE A MINIMUM OF 2 INCHES. ROUGH OPENING WIDTH HEADER E.F. EACH FACE REINF. REINFORCE(D), REINFORCEMENT 2x4 WALL 2x6 WALL EXIST. EXISTING REQ'D. REQUIRED 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 5. EXCEPT AS OTHERWISE NOTED, DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 3/4" FUSION WELDS @12-O.C. AT END AND LESS THAN 3'-0" (2) 2x6 (3) 2x8 EXP. JT. EXPANSION JOINT REV. REVISION 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN AND AT EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN. 3'-1 TO 4'-O" (2) 2x8 (3) 2x8 EL. ELEVATION SCHED. SCHEDULE WELDS MAY BE OMITTED IN RIBS IN WHICH SHEAR CONNECTORS ARE TO BE APPLIED, AS LONG AS MAX SPACING BETWEEN 4'-1" TO 6'-0" (2) 200 (3) 200 ELEC. ELECTRICAL I SECT. I SECTION 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, ATTACHMENTS DOES NOT EXCEED 18" ON CENTER, AND SUCH THAT EACH DECK SECTION SHALL HAVE SUFFICIENT WELDS TO 6'-1" TO 8'-0" (2) 2x12 (3) 202 ELEV. ELEVATOR SIM. SIMILAR UNLESS OTHERWISE NOTED. ADEQUATELY SECURE THE DECK, BRING THE DECK INTO DIRECT CONTACT WITH THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT OVER 8'-O" SEE PLANS SEE PLANS EMBED. EMBEDMENT SLBB SHORT LEGS BACK-TO-BACK DIAPHRAGM STRENGTH TO MAINTAIN BUILDING ALIGNMENT. ENGR. ENGINEER S.O.G. SLAB ON GRADE 4. CONTRACTOR SHALL SUBMIT A PROJECT-SPECIFIC SIGNED AND SEALED CONCRETE MIX DESIGN FOR EACH CONCRETE TYPE NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE E.O.R. ENGINEER OF RECORD SPEC SPECIFICATION SPECIFIED IN THE CONTRACT DOCUMENTS. WHERE 033000 SPECIFICATIONS HAVE BEEN INCLUDED IN TI-',E CONTRACT DOCUMENTS, 6. AS AN ALTERNATE TO PUDDLE WELDS FOR STEEL DECK ATTACHMENT TO STRUCTURAL STEEL, HILT( X-HSN-24 OR X-ENP-19 EQ. EQUAL SQ. SQUARE REFER TO THAT SPECIFICATION SECTION FOR BALANCE OF MIX DESIGN REQUIREMENTS (AGGREGATES, ADMIXTURES, W/C RATIO, AIR POWDER ACTUATED FASTENERS, OR AN APPROVED EQUAL, WITH EQUIVALENT OR GREATER CAPACITY TO THE SPECIFIED ATTACHMENT (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, 3 JACK STUDS FOR SPANS OVER 8'-0" WIDE. EXP. EXPANSION S.S. STAINLESS STEEL MAY BE USED. PRIOR TO INSTALLATION THE CONTRACTOR SHALL SUBMIT ALTERNATE FASTENING PATTERN TO THE ENGINEER OF ( ) EXT. EXTERIOR STD STANDARD CONTENT, ETC.) RECORD FOR REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE PROPOSED ALTERNATE PATTERN AND ANY CALCULATIONS OR STIFFENER SUPPORTING MANUFACTURER DATA NEEDED TO DEMONSTRATE THAT THE PATTER MEETS OR EXCEEDS THE CAPACITY OF THE 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER E.W. EACH WAY STIFF. EDN. FOUNDATION STL. STEEL 5. REINFORCING STEEL SHALL BE DEFORMED BARS .CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED SPECIFIED ATTACHMENT. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND FIN. FINISH S-W SHORT WAY OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", MATERIAL. SYM. SYMMETRIC ACI 315 . 7. POWDER ACTUATED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL FLK. FLOOR ( ) FRMG. FRAMING T.O. TOP OF BE CERTIFIED AND TRAINED BY THE MANUFACTURER'S REPRESENTATIVE ON PROPER USE PRIOR TO INSTALLATION. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS F.S. FAR SIDE T & B TOP & BOTTOM 0 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" FT, FEET TEMP. TEMPORARY/TEMPERATURE 6. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 8, PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE STEEL DECKING, SHOWING DECK GAUGE, SIZE x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. FTG. FOOTING TYP. TYPICAL AND LAYOUT AS WELL AS CLOSURE CONDITIONS, WELDS TO SUPPORTS AND SIDE LAP DETAILS. GA. GAGE/GAUGE U.N.O. UNLESS NOTED OTHERWISE 7. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y2" DIA. HEADED ANCHOR BOLTS (ASTM GALV. GALVANIZED VER T. VERTICAL 9. ALL REINFORCED OPENINGS IN STEEL DECK SHALL BE INSTALLED BY STEEL DECK SUBCONTRACTOR. STEEL DECK SUBCONTRACTOR F1554) 0 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) G.B. GRADE BEAM W.P. WORK POINT 8. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE TO PROVIDE REINFORCING AS PER TYPICAL DETAILS. HDR. HEADER SPECIAL INISPECTIONS HGR. HANGER W.W.R. WELDED WIRE REINFORCEMENT BETWEEN SLEEVES SHALL BE 6". 10. AT STEEL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC APPROVAL OF THE STRUCTURAL HORIZ. HORIZONTAL # NUMBER/SIZE ENGINEER: ACOUSTICAL LS FOR DESIGN TEAM REVCAL TILE AND GYPSUM BOARD CEILING ONLY; NO PIPING, DUCTING OR CONDUIT. MAXIMUM CEILING WEIGHT - 3.5 1. SPECIAL INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE H.P. HIGH POINT � 9. GENERAL CONTRACTOR SHALL PROVIDE COORDINATED MEP TRADE SUBMITTAIEW OF PENETRATIONS, ALL HT. HEIGHT DIAMETER TRADES SHALL BE OVERLAID INTO ONE SUBMITTAL TO CAPTURE AND EVALUATE ALL PENETRATIONS THROUGH SLABS AND WALLS PSF. MAXIMUM WIRE HANGER LOAD - 60#. OWNER FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL - WELDING (BC 1704.3.1) HVAC HEATING, VENTILATION, & AIR CONDITIONING R PLATE/PROPERTY LINE TOGETHER. 11. WHERE SUSPENSION OF HANGER WIRES ARE REQUIRED BY OTHERS, VERIFY AND COORDINATE LOCATIONS, PATTERNS, SPACING, ETC. B. STRUCTURAL STEEL - DETAILS (BC 1704.3.2) I.D. INSIDE DIAMETER 10. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. WITH THE APPROPRIATE TRADE. DRILL OR PUNCH HOLES AT BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT C. STRUCTURAL STEEL - HIGH STRENGTH BOLTING (BC 1704.3.3) I.F. INSIDE FACE WIRES. WIRE SUPPORTS SHALL BE LOOPED AND SECURED WITH A MINIMUM OF THREE (3) TIGHT TURNS AROUND A MINIMUM D. STRUCTURAL COLD-FORMED STEEL (BC 1704.3.4) 11. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS SHALL BE AS FOLLOWS: %2"02" LONG FURRING CHANNEL OR NO. 302" LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID IN THE DECK E. CONCRETE - CAST-IN-PLACE (BC 1704.4) A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND: 3" FLUTES. F. CONCRETE - PRECAST (BC 1704.4) STANDARD ABBREVIATIONS FOR EXISTING STRUCTURES B. ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: G. CONCRETE - PRESTRESSED (BC 1704.4) POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS H. MASONRY (BC 1704.5) C.I. CAST IRON T.C. TERRACOTTA a. 2" (#6 THROUGH #18 BARS) I. WOOD - INSTALLATION OF HIGH-LOAD DIAPHRAGMS (BC 1704.6.1) EXISTING MEMBER OR DIMENSION V.I.F. VERIFY IN FIELD EXIST b. 1Y2" (#5 BAR, W31 OR D31 WIRE, AND SMALLER) 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION J. WOOD - INSTALLATION OF METAL-PLATE-CONNECTED TRUSSES (BC 1704.6.2) EXIST. EXISTING C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING, TO INTACT BASE MATERIAL. INSTALLATION OF ANCHORS SHALL BE K. WOOD - INSTALLATION OF PREFABRICATED I-JOISTS (BC 1704.6.3) STANDARD ABBREVIATIONS FOR WOOD STRUCTURES a. SLABS, JOISTS, AND WALLS: CARRIED OUT BY AN INSTALLER TRAINED TO INSTALL THE SPECIFIED ANCHORS. NOTIFY ENGINEER OF RECORD PRIOR TO L. SUBGRADE INSPECTION (BC 1704.7.1) •1J�" (#14 THROUGH #18 BARS) INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR ASSUMPTIONS AND CONDITIONS OF THE MPII. M. SUBSURFACE CONDITIONS - FILL PLACEMENT & IN-PLACE DENSITY (BC 1704.7.2, BC 1704.7.3) ACT. ACTUAL • Y4" (#11 BAR AND SMALLER) ALL HOLES ANCHORSLLBE DRY AND HAVE A MINIMUM ER DRILLED I L E OF 21 DAYS. 0. NOTED, AND ALL CONCRETE BASE MATERIAL TO RECEIVE N. DEEP FOUNDATION ELEMENTS (BC 1704.8) LS LAM LAMINATED A ED STRAND LUMBER P.T. PRESERVATIVE TREATED b. BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES (STIRRUPS, TIES, SPIRALS, HOOPS, AND PRIMARY 0. HELICAL PILES (BB #2014 020) (BC 1704.8.5) LVL LAMINATED STRAND LUMBER R.O. ROUGH OPENING „ P. STRUCTURAL STABILITY - EXISTING BUILDINGS (BC 1704.20.1) LVL LAMINATED VENEER LUMBER SQ. SQUARE REINFORCEMENT): 1Y2 2. INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND SUPPORTING A SUSTAINED NOM. NOMINAL T & G TONGUE AND GROOVE Q. EXCAVATION - SHEETING, SHORING, AND BRACING (BC 1704.20.2) PSL PARALLEL STRAND LUMBER D. SHEAR WALLS: SEE ELEVATIONS FOR SPECIFIED CONCRETE COVER. TENSION LOAD SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED R. UNDERPINNING (BC 1704.20.3, BC 1814) 12. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO CONCRETE WORK SHALL EQUAL. PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS, PROVIDE OWNER AND ENGINEER OF RECORD WITH DOCUMENTED S. RAISING AND MOVING OF A BUILDING (BC 1704.20.5) COMMENCE WITHOUT APPROVED SHOP DRAWINGS. CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS T. FLOOD ZONE COMPLIANCE (BC 1704.29, BCG105) SUPPORTING SUSTAINED TENSION LOADS ARE TRAINED AND CERTIFIED. U. POST-INSTALLED ANCHORS (BB# 2014-018, 2014-019) (BC 1704.32) 13. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. A.OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON PLUG SYSTEM SPECIFIED BY THE MPII AND PRODUCED V. SEISMIC ISOLATION SYSTEMS (BC 1707.8) W. CONCRETE DESIGN MIX - T (BC 1905.3, BC1913 BY THE CORRESPONDING MANUFACTURER FOR THE ANCHOR SYSTEM BEING INSTALLED. X. CONCRETE SAMPLING AND TESTING TING - TR2 (BC 1905..66 , BC 1913.10) 14. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERTS AND EMBED ITEMS. 3. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. REINFORCING BARS SHALL NOT THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. 15. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE BE CUT WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS,NOT PERMITTED. REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE 2. UNDERPINNING AND EXCAVATION - SHEETING, SHORING AND BRACING SHALL BE FILED DIRECTLY WITH THE NYC DOB BY THE NEW THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. YORK LICENSED PROFESSIONAL ENGINEER(S) RESPONSIBLE FOR THEIR DESIGN(S), UNDER SEPARATE APPLICATION(S) FROM DESIGN 16. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS, PROXIMITY OF ANCHORS TO EDGE OF CONCRETE, APPLICANT FILING FOR FINAL STRUCTURAL ASSEMBLY. EDGES. AND EMBEDMENT DEPTH INTO THE SUBSTRATE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING, EDGE CLEARANCES, AND 3 SUBGWITH RA C DoDE SPECTION B BY THE AND SUBSURFACE UB UR AL ENGINEERNS - FILL RESPONSIBLE ACEMENT & IN-PLACE SUBSURFACE INVESTIGATION DENSITY, AND HALL BE: ) FILED DIRECTLY LEGEND 17. CONDUIT EMBEDDED IN CONCRETE SHALL FOLLOW THE GUIDELINES IN THE TYPICAL DETAILS. THE CONTRACTOR SHALL NOT VIOLATE EMBEDMENT DEPTHS INDICATED ON THE DRAWINGS. --- RECOMMENDATIONS; OR (B) WHEN REQUIRED BY THE GEOTECHNICAL ENGINEER, THESE ITEMS SHALL BE INCLUDED IN DESIGN THESE GUIDELINES WITHOUT WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR TO PROVIDE SWOP 5. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY 200-R INTO CONCRETE OR APPLICANT FILING OF FINAL STRUCTURAL ASSEMBLY, WITHIN THE GEOTECHNICAL ENGINEER AS SPECIAL INSPECTOR FOR THOSE ITEMS. DRAWINGS SHOWING LAYOUT OF ALL EMBEDDED CONDUIT FOR APPROVAL BY ENGINEER OF RECORD BEFORE PLACEMENT. HILTI HIT-HY 270 INTO BRICK MASONRY, GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. PROVIDE MESH SCREEN IN CONCRETE FOOTING EJONATHAN SCHLOSS /ARCHITECT UNGROUTED CMU, UNREINFORCED MASONRY CONSTRUCTION, AND BRICK MASONRY WITH HOLES OR VOIDS. THE WORK MEETS THE CRITERIA OF SECTION BC 1704.4 FOR EXEMPTION FROM THE. REQUIREMENTS OF SPECIAL INSPECTION OF �� CEMENT OF STRUCTURAL CONCRETE WITH A LEAST DIMENSION EQUAL TO OR GREATER THAN 4 'CONCRETE CAST-IN-PLACE', AND I HEREBY ELECT SUCH AN EXEMPTION. 12 SONOTUBE 18. MASS CONCRETE - PER ACI, PLA 13TH FLOOR FEET SHALL BE CONSIDERED "MASS CONCRETE". SIMILAR CONSIDERATIONS SHOULD BE GIVEN TO OTHER CONCRETE PLACEMENTS 6. SUBSTITUTION REQUESTS FOR ALTERNATE ANCHORAGE PRODUCTS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND 277 BROADWAY THAT DO NOT MEET THIS MINIMUM DIMENSION BUT CONTAIN TYPE III CEMENT, ACCELERATING ADMIXTURES, OR CEMENTITfOUS APPROVAL PRIOR TO USE. THIS SHALL INCLUDE MANUFACTURER PRODUCT DATA AND CALCULATIONS DEMONSTRATING THAT THE THE WORK MEETS THE EXEMPTION CRITERIA OF BUILDINGS BULLETIN 2009-026, ITEM IV, AND I HEREBY ELECT TO WAIVE • .• • :.,a ••. MATERIALS IN EXCESS OF 660 LB./YD3 OF CONCRETE. CONSIDERATION SHOULD ALSO BE GIVEN TO PLACEMENTS THAT TRAP HEAT. PROPOSED SUBSTITUTE CAN ACHIEVE THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. ANCHOR CAPACITY USED IN DESIGN REQUIREMENT OF CONCRETE TESTING AND OF THE TR-2 AND/OR TR-3 FORM. CONCRETE WALL NEW YORK, NEW YORK 10007 WHERE APPLICABLE PER ACI DEFINITION ABOVE, CONTRACTOR SHALL ADHERE TO MASS CONCRETE PROCEDURES AND SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE WOOD STUD BEARING WALL 1 RECOMMENDATIONS OF AC1301 AND AC1211. CONTRACTOR SHALL PROVIDE SPECIFIC MASS CONCRETE MIX DESIGN TO MINIMIZE ENGINEER OF RECORD. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ES EVALUATION REPORT SHOWING COMPLIANCE • THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS; F 212 202 7935 WITH THE RELEVANT BUILDING CODE, SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF MPII. ADHESIVE • THE STRUCTURAL DESIGN OF THE CONCRETE BASED ON SPECIFIED COMPRESSIVE STRENGTH, fc, NO GREATER THAN 2,500 POUNDS WOOD STUD SHEAR WALL ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST PROVIDE PER SQUARE IN (PSI), REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN HEAT. STRUCTURAL STEEL INFORMATION ON THESE ITEMS. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE THE CONSTRUCTION; WSENGINEER: �� WOOD OR CONCRETE WALL BELOW SILMARAL LMAN ENGINEER OF RECORD PRIOR TO USE. • THE CONCRETE TO BE PLACED IS SPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. 32 OLD SUP, 10TH FLOOR 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: NEW YORK 10005 A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WOOD STRUCTURAL PANEL SHEATHING __ B. AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". SPECIAL INSPECTIONS (2) 1 3/4"x11 7/8" LVL, U.O.N. NEW YORK, C. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT r 212 szo 7s7o EXPOSURE), OR "EXPOSURE I" CONSTRUCTION EXPOSURE ONLY 1. INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR STEEL BEAM, SEE PLAN D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS USING ) ( ) THE FOLLOWING ITEMS: MECHANICAL ENGINEER. HIGH-STRENGTH BOLTS". A. INSPECTION OF FABRICATORS (IBC 1704.2.5) 2. FLOOR SHEATHING: NOM. Y4" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. B. STEEL CONSTRUCTION (IBC 1705.2) ❑ HSS 5 x 5 x 1/2, U.O.N. JMV ENGINEERING 37 WEST 3M STREET i 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: i. STRUCTURAL STEEL (IBC 1705.2.1) A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992. 3. ROOF SHEATHING (STANDARD): NOM. " THICK T&G PLYWOOD (48/24 SPAN RATING). HSS 5 1/2 x 1/2 RND, U.O.N. B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C. 1. STRUCTURAL STEEL WELDING (AISC 360, AWD D1.1) NEW 703NEW C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. Y4" THICK T&G PLYWOOD (48/24 SPAN RATING). 2. HIGH STRENGTH BOLTS (AISC 360) NEW YORK, 985 YORK 10018 D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. C. CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3) © x 4 WOOD POST, TYP. T 212 852 9855 E. STRUCTURAL STEEL PLATE SHALL BE ASTM A572 GRADE 50 HAVING A MINIMUM YIELD POINT OF 50,000 PSI, 5. WALL SHEATHING (STANDARD: NOM. Y• THICK PLYWOOD (32/16 SPAN RATING). i. WELDING OF REINFORCING BARS (IBC 1705.3.1 TABLE 1705.3) EXCEPT WHERE THICKNESSES EXCEED 4" USE A572 GRADE 42 HAVING A MINIMUM YIELD POINT OF 42,000 PSI. ii. MATERIALS TESTS (IBC 1705.3.2, TABLE 1705.3) W-x- STEEL BEAM LANDSCAPE DESIGNER: i F. BOLTED CONNECTIONS SHALL BE PER ASTM F3125. GRADES ARE TO BE SELECTED AS FOLLOWS: ii. POST-INSTALLED ANCHORS IBC TABLE 1705.3 ACI 318 CHAPTER 17 PO 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. Y4" THICK PLYWOOD (48/24 SPAN RATING). ( � ) # STARK WHITEHOUSE LANDSCAPE ARCHITECTS a. STANDARD BEAM TO BEAM/GIRDER: ASTM F3125, GRADES A325, F1852, A490 OR F2:280 BOLTS IN D. WOOD CONSTRUCTION (IBC 1705.5) MECHANICAL WEB PENETRATION SNUG-TIGHTENED JOINTS (Y4" DIAMETER MINIMUM WITH HARDENED WASHERS). 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. E. SOILS (IBC 1705.6 TABLE 1705.6) 80 BROAD STREET b. BEAM/GIRDER TO COLUMN CONNECTIONS, COLUMN SPLICES AND BOLTS EXPERIENCING TENSION LOADS (UNLESS F. SPECIAL INSPECTIONS FOR WIND RESISTANCE (IBC 1705.11) I surrE 1700 OVERSIZED OR SLOTTED HOLES ARE USED, IN WHICH CASE SLIP-CRITICAL JOINTS SHALL BE USE ASTM F3125, 8. LEAVE Xs" SPACE AT ALL PLYWOOD PANEL END JOINTS AND YS" SPACE AT ALL PANEL EDGE JOINTS. i. STRUCTURAL WOOD (IBC 1705.11.1) SHEAR CONNECTION " " ii. WIND-RESISTING COMPONENTS (IBC 1705.11.3) NEW YORK, 3272 i 10004 GRADES A325, F1852, A490 OR F2280 BOLTS IN PRETENSIONED JOINTS (3/4 DIAMETER MINIMUM WITH HARDENED 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 4 O.C. AT EACH SHEET G. TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE (IBC 1705.13) 12 487 WASHERS). MOMENT CONNECTION c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS: ASTM F3125, GRADES A325, F1852, A490 OR F2280 PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. i. STRUCTURAL STEEL (IBC 1705.13.1) BP-X BOLTS IN SLIP CRITICAL JOINTS e/4" DIAMETER MINIMUM WITH HARDENED WASHERS). FAYING SURFACES SHALL BE BEAM BEARING PLATE, SEE SCHEDULE UNLESS OTHERWISE NOTED. 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS 0 6" O.C. AT EACH SHEET 2. STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION AND IBC 1704.5 SHALL BE PERFORMED BY A REGISTERED IN S-500 SERIES i CLASS A U d. PER AISC NLE ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH BOLTS AND MEET THE PERIMETER AND 12" O.C. ELSEWHERE. DESIGN PROFESSIONAL PROVIDED BY THE OWNER. STRUCTURAL OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP CRITICAL CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR STRUICTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. __ (;2) 1 3/4" x 11 7/8" LVL, U.O.N. HIGHER. THE AVAILABLE SHEAR STRENGTH OF BOLTED JOINTS USING STANDARD HOLE'S SHALL BE CALCULATED AS 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS 0 3. TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. THAT FOR BEARING TYPE JOINTS. 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. G. ANCHOR RODS: ASTM F1554, GRADE 36. L--- 111 7/8" TJI 560 0 16" O.C., U.O.N. 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE DESIGNED BY A LICENSED ENGINEER ENGINEERED WOOD PRODUCTS WORKING FOR THE FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING LRFD LOADS AND PROCEDURES. 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR LOAD SCHEDULE 2 Y�'' L.W. CONCRETE IN 2" ED GAGE METAL DECK ( TOTAL DEPTH) REINFORCED WITH 6x6-W2.1 xW2.1 A. WHERE CONNECTIONS HAVE BEEN DESIGNED BY A LICENSED ENGINEER, STEEL CONTRACTOR IS RESPONSIBLE FOR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, W.W.R.MINIMUM. MAX UNSHORED SINGLE SPAN=9'-2", INTEGRATING RESULTS OF ALL CALCULATIONS INTO THE SHOP DRAWINGS WHICH ARE BASED ON AISC SINGLE SHEAR TAB INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND 1 ST FLOOR DECK / SEE ARCH FOR FIRE RATING REQUIREMENTS. CONNECTIONS. HOLES, ETC. DESCRIPTION VALUES 1 ST FLOOR BALCONY 2ND FLOOR 2ND FLOOR BALCONY ROOF B. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR CAPACITY REQUIREMENTS IN THE FOLLOWING TABLE 2. RIM BOARDS: PROVIDE CONTINUOUS 1Y4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR �_ X S.O.G. SLAB ON GRADE MINIMUM SHEAR CAPACITY REQUIREMENTS APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR (PSF) (PSF) (PSE) (PSE) (PSE) (PSF) MINIMUM SHEAR CAPACITY REQUIREMENTS PLATFORMS. MIN. SHEAR MIN. SHEAR MIN. NUMBER NOMINAL BEAM MIN. SHEAR MIN. SHEAR MIN. NUMBER DEJID LOAD NOMINAL BEAM CAPACITY ASD CAPACITY LRFD OF BOLT CAPACITY ASD CAPACITY LRFD OF BOLT 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY +0'-0" TOP OF SLAB ELEVATION ��F NEW}, DEPTH DEPTH kis kis ROWS WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS kis kis ROWS R " " / P V. Op AND DETAILS. WOOD JOISTS 8 8 8 8 8 8 s��\�� P�r�y 8", 10" 16 24 2 8 , 10 23 34 2 T.O. STEEL=X -X $_ •SPOT ELEVATION Ar t m 12", 14" 28 42 3 12", 14" 36 54 3 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-04 DESIGN 16" 40 62 3 16" 45 68 3 STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL k a LAMINATIONS SHALL BE SOUTHERN PINE. ^ COLUMN ABOVE/BELOW n 18" 52 78 4 18 54 82 4 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TABULATED ON THIS SUPERLIM DW LARD O M DUCE THE SHEAR OR MOMENT CAPACITY BELOW THAT INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND C. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS RE SHEET (INCLUDING NET UPLIFT). INS A TOP OF FOOTING ELEVATION RELATIVE TO DATUM i REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEBS ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MEP' / CEILING 7 7 7 7 7 7 L##'-##'� SUSTAIN CONNECTION LOADS ARE INADEQUATE. CUTS OR COPES MAY PREVENT MINIMUM NUMBER OF BOLT ROWS SHOWN TOP OF FRAMING ELEVATION RELATIVE TO DATUM ABOVE FROM BEING ACHIEVED, WHICH IS ACCEPTABLE PENDING WRITTEN APPROVAL AND CONFIRMATION THAT MINIMUM 6. PSL POSTS: PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS. IT IS NOT PERMITTED TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL 5 <##,-##"> - SHEAR CAPACITY HAS BEEN MET. COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY EOR. RODFING / INSULATION 5 D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTIONS ARE AN O COLUMN LINE EXTENSION OF THE BEAMS AND GIRDERS. FRAMING LUMBER 6 6 6 6 6 6 1 1,/2" PLYWOOD SUBFLOOR 4. MINIMUM WELD SIZE IS Y4" FILLET UNLESS NOTED OTHERWISE. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 3 3 3 I A. AMERICAN WOOD COUNCIL "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS". 1 1/8- WARMBOARD 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL B. AMERICAN WOOD COUNCIL "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION," "NDS SUPPLEMENT: DESIGN BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. VALUES FOR WOOD CONSTRUCTION", AND "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC". " (CONCRETE TOPPING 30 30 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN ENGINEER OF RECORD (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF AISC DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: AND AWS). A. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2, SPRUCE PINE FIR #2, OR HEM FIR #2. B. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. 7. WELDING SHALL BE PERFORMED BY CERTIFIED, AWS-QUALIFIED WELDERS. WELDING ELECTRODES FOR CARBON STEEL SHALL BE AWS C. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE, SPRUCE PINE FIR STUD GRADE, OR HEM FIR STUD GRADE. LK LOAD 5.1, CLASS E7OXX. FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE E7018 OR APPROVED EQUAL (OR ELECTRODES THAT MEET THE REQUIREMENT OF-). WELDING ELECTRODES FOR ASTM A276 STAINLESS STEEL, TYPE 304, SHALL CONFORM TO AWS 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: 40 40 40 A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E308; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS A. POST AND TIMBER: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. RESIDENTIAL ER308. WELDING ELECTRODES FOR ASTM A276 TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWE; A5.4 FOR SHIELDED METAL B. BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. 08 ARC WELDING, ELECTRODE CLASS E316; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER316. WELDING 60 60 60 ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL CONFORM TO ELECTRODE CLASS E309/ER309. 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-8), OR BALCONIES REV. o ISSUED FOR FILING 2az3- - OR SPRAY FIREPROOFED AND ALL STEEL SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE 8. SHOP PAINT EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETEINDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD GENERAL NOTES I ABBREVIATIONS, MEMBERS AT THE EXTERIOR WALL WITH TNEMEC V10-99 OR APPROVED EQUAL (EXCEPT FOR MEMBERS TO BE HOT-DIP SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR LEGEND, AND DESIGN LOAD PAR. GALVANIZED). DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD DRAWN BY. MJM 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL. ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON PROJECT DESIGN CRITERIA (AS PER TABLE R301 .2( l ) 0 F NYS RESIDENTIAL C 0 D E CHECKED BY: Ni, RM 10. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL BE HOT-DIP GALVANIZED. PLAN. WIND DESIGN SUBJECT TO DAMAGE FROM DATE: JULY 18, 2023 HOT-DIP GALVANIZING SHALL CONFORM TO ASTM A123. REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE "NATIONAL DESIGN GROUND SNOW LOAD SEISMIC DESIGN WINTER DESIGN ICE BARRIER FLOOD HAZARD AIR FREEZING MEAN ANNUAL i WITH ZINC RICH PAINT. SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NEPA BASIC WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE DEPTH TERMITE TEMP UNDERLAYMENT (FEMA) INDEX TEMP SCALE: AS NOTED "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. (PSF) (mph) EFFECTS REGION DEBRIS ZONE (f) (a) (b) (c) (e) REQUIRED (9) (i) (j) (0) d (k) (1) (m) O l 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAL/STATE BUILDING CODE AND THE COASTAL AE 16 MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. 20 135 NO NO 1 C SEVERE NA MD TO HVY (6) C NO f2' FREEBOARD 1500 OR LESS 51 F smoo NOTES: LATERAL SYSTEM: DESIGN FOR STRENGTH AS PARTIALLY ENCLOSED, SERVICABILITY AS ENCLOSED. SILMAN #20431 I 38015 MAIN ROAD ORIENT, NY 11957-1163 1 2 3 4 5 6 7 8 9 10 11 12 13 I ' 24'-3k" ' 4'-6" ' S'-0" @ 10'-4" @ 16'-4" I 16'-8" @ 10'-0" 20'-8" ' 7'-0" ' 7'-0" ' 2'-4" @ 4'-8" @ i I E I E E I ! 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I I LANDSCAPE DESIGN ° 77 _ ._--- _ STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREETi,J SUITE 1700 NEW YORK, NY 10004 T 212 487 3272HSS4x4x5/16 S-301 a RW#3 L— RW#2 CP-1 -------------'` —----------I PX RW#3 ELEVATOR SUMP PIT 7'-54" F4 • •a,e Ly T.O. WALL EL. -7'-6" ' RW 2 At A". 00 ' : • . i #d O Tr J RW#3 T.O. WALL EL. 0'-0" 1. T.O. CELLAR SLAB ON GRADE -11'-O" TYP. RW#3 2. B.O. FOOTING = -13'-0" U.O.N. � :�:3. ALL EXTERIOR STEEL TO BE HOT—DIP �GALVANIZED, U.O.N. REV. 0 ISSUED FOR FILING 2023-11-08 FOUNDATION PLAN DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED FOUNDATION PLAN SCALE: 1/4'=1'-0"/ L 10 1 smi 00 L SILMAN #20431 - ---.---- - - - - 38015 MAIN ROAD ORIENT, NY 11957-1163 I,-"--,--- -,--,---- ____ -----*-*-------,-""--"-,-",-,,------______, __ ,--,-, i I ! I v I I I I I I � i i i �� ( �� 13 --� ,�`� I ,,,-____ �, (�) i ) (: � ) ) (D ( ) , "I" s......< , I ,-,�,,::��,!� -� 1, i ! I I I ! I , /V ", i i I iI � 1 ,�� / f _x i I i � i � I � / \�, ! I I ! 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STAIR AND °ATTACHMENTS, ' I BY OTHERS I , I I ! I I ! ! ! ! ! ! P € 8 -_JI it W12x45 g ' I I I I I , 00 Mu=13 K-FT Mu-13 K-FT !I I r r N, O.___ _---__-__ _________- ... _.__-_----_.___ I 40p C-4 i Mu=13 --Mu=13-K-FT_ _- k •J B W12x87 i I I I I ! ! I 00 ! ( ! ! I I i t x I 04 i I I 2x6 DF NO. 2 I ! r f I i i n X 211 4 _ _ - - -__. _ . ________ _. _. __.-...�_�-__a._..__._.___...._._-..___._.____-________.__ ! i ! REFER TO FOR TRELLIS INFILL ___.___-._____l I i S-401 � S-401 „ 230 ___-. _._. {( i X11 7 8 TJI 560 L9 1/2",TJI 23� ,� i 1 _ t I16" —— ® O.C. ® ,6 O.C. I�` N 4" 9h" 3 3 <-0'-3"> M �9 112'' TJI_23_0' (3) 13/ x LVL o 1 -- -- -- -- -- -- -- -- -- -- -- -- -- - ® O.C. i Ln N 16" N 0 r r I r r r' I /. -.__ x x x ,x I GC TO COORDINATE LOCATION OF I 3 3 3 3 _ _ _ _ ____ _ _ __ __ ._. ._.-.__...___ _ __ _ _ __ _ _W1 2X'96 _.. _ _._ _ _.._...__. _ _.---.-_._ _ _._. _. - - ._.._....-.__ _ _.. _ _. _ _ _ -- _. _ _ _ _ t____SW-2 6 BEAM WITH SHADE POCKET. SEE ARCH. O ul I _ _ I ! N v! I00 ' S DF NO. 2� 2x6'DF N0. 2� L— 2x6 DF NO. 2� i ___..________._ ____ — __ _._ __ ' __ ___ -- -- - - __ _ _ + 1 I ® 16" O.C. to ® 16" O.C. ® 16" O.C. I I I Mu=10 K—FT S-401 1' «: I' . : ___ _ 70 ! I r p O 'CANT. ! -- -- -- ' ! I! SW-2 13 I W 12x45 i ! /' HSS4 __ ... f , Mu-13 K-FT W12x106 O J N 'I Mu=23' K—FT Mu=23 —FT ! I , # S � l 02 1 = i i _ 9 1 2_ TJI 230 I '— X:I ® 16"_6777 I �. ! Q I ! I ! _ e J I I k I I 1 6 I .____ Pit I wl ox2sJONATHAN SCHLOSS /ARCHITECT � tI277 BROADWAY = `�jc? I OPEN TO BELOW - } .- — k I . . Q I i I = 13TH FLooR ; 12 €, I _.-.__�_; -.--a-_�;;t°:_..._ . �' i 1 ! � NEW YORK, NEW YORK 10007 nI _J -.. - _ 9 1 2" 1fJl 9 1 2 TJI 230;Iex J'- k �� I { SIM. ° ,a - -. . ...., { I —— " _230 ! x T 212 213 5546 i ! RND I 1 I _Mo, - t ® 16 O.C. ,eT�I I I ® 16 OOO. I+� I® I r- ._ I i „ _-! I I } F 212 202 7s3s ! t I x € 9 1 2 TJI 230 _.___I-- it N I N I ®0? 3 J I; O N- _} - - _j O `�I ! i i STRUCTURAL ENGINEER: ,, E i; - 3 i , ! ! } ! I I SILMAN 32 OLD SUP. 10TH FLOOR I Q GC TO COORDINATE LOCATION OF I -, - - _I I __ __` __ _ 1_ _ ! ► ! i 1 q NEW YORK, NEW YORK 10005 I SOUTHERNMOST-JOIST WITH SHADE POCKET. SEE ARCH. { �7 14 DF N0. 2 = - ----- (3) T 212 s2o 7970 ( I 3 1- xll% LVL I P c-4 ( !! ! I I I O -- -- I ' { ® 16 O.C. PT -- -- -- - - -- - i I , F a I SW-2- V) - (4) 1-"xl l%"LVL MECHANICAL ENGINEER. _.__. _. _ _ _ _ _ _ �_ f - = — ——— -� __ JMV ENGINEERING ____._ _.-__._._._ ..__..----__.__.,,. .__..__ .. __--__...__. ,.J._. ___._ , W,2x79 -- { _ - i ' W8x21` '' -! ' _ 37 WEST 39TH STREET I Mu=13 K-FT N �_ - I ! v SW-2 SUITE 703 I I I I { t NEW YORK, NEW YORK 10018 CAN . --------- El ❑—__ -- _— _— __ __moi I 0 €if I I ! I€ ^ T 212 852 9855 }I I M O W12x45 O 1 11 7 8" TJI 230 t „ N t ( \/ \/ L_1 __ X11 2L81 TJI 560 1 ® 16" O.C. I I( I ® ,6n O.C. I;_I-.,______ ?-`' (. _ ih LANDSCAPE DESIGNER: ' I -- -- -- - - -_`-_-----, _ .__- �,4 rv_, �' I L9 112" TJI 230 ti --.__.._. _.____,.__ _ .__. _.___ _ ___-_.____ __ _______ _ ___.______ ____._._.. _ _______ _ _...____. _. _- ,_.___ _ _-_..____. _.. ._. ._ __-_-_-__ __ ___._I_ _ _._____._ _. ____-_. __ ___ ___._ _. .. __ 1 - -- r t r _ ( I __ ___----__.__.___ ._.._._.__.__ _______._-. ...._. _..._ _....___._.._._..- ___ .- --.-.-_---._..._. --_. .._ . I I I I __ _ _ _ _ __ _ _.______-__ ._ ____._.___ __ _____...._ _ ________ _. _.____._ __ __ ,.___._ _. ___.__ _ _____ _ __ __ ___.__.___. _.__ _._.._..- -- _.. _ _ STARK WHITEHOUSE LANDSCAPE ARCHITECTS rl x _ -----J I �•- NI I 3 ; _ ® ,6 O.C. L '' _ I NO. 2 PT —————J ^I® I I U I N I I{ I' , .. . �'.. i 80 BROAD STREET SUITE 1700 GC TO COORDINATE LOCATION OF END I„ NEW YORK, NY 10004 OF SOUTHERNMOST JOIST WITH SHADE L 9 1/2 TJI 230 _ I �1 3 2x10 DF NO. 2-2- PT 2 2x10 DF NO. 2 PT I I ` POCKET, SEE ARCH. ® 116" O.C. � SII j � `i � T 212 487 3272 2x10DF N0. 2 ,I III. �_._.___..._______---._-.._�____----_..._.________.__._-_______.___.. ..�1 I N I 1 ! I n { ! _ I ! (n 1 J I ® 16 O.C. PT ! 11 1 I I C; i 2x10 DF NO. 2 I i 3 1- x11 LVL 3 lY x11 LVL 0 ( ) n �" —— ——�— 34n �" —— i I ® 16 O.C. PT .__. .___ __ _... _ _ _ _ _. __ ._._, _ _..._____ _ 1 Xt I I �/ 9 1 2 TJI 2IV1 I OPEN TO BELOW N I I I I t __---_..__.____.._..____. _._.__.._...___....-_-.-_ _-._-_.____.._. _.____--_ _�.__. �.e._�__.___�, I I v I € I �I�I I I t o I I L ® 16" O.C. ?`' _ ! 4 I I I ! I I t I __-_____._____.__-.__.___ __________._._.___-__.______._____..- N l 5-401 I I I I I NI ' of I NI J I I -- -- -- -- -- -- -- -- { i, _-_._..__...____-__.. ._ -.._. . . I ,v zl I 1 _ 1' f I s ! I I I U- I ,s i I 3 1-Y4" 11 6" LVL { HSS4x4x% HANGER (2)2x 0 ( I = o e _ ( ) _ _ ° x _ _. _ _ - __ _..__ _.__.-- ..._ ._._- - ___.__ _.____ _......_. ._.. _ _____ _ ___---_._.. _ __ _ _ _____..__ _ __.__._. _ _. ___..____ _ __._____ __ __�I�_ �!.__ _ _III __. �_ X NO. 2 PT I L----=-- J I �I� of I o U_ {_ L� N NIi IM f o I I(I 1 ^ I I ` 2x6 DF NO. 2 ( 2x6 DF N0. 2 ,a __,... 2x10„DF NO. 2 I ® 16 0�04 C14 ® 16 OUBIN_-__.___.._._ll O I _I I I I ® 16 O.C. PT I I NIS 0 !{ I I I I I Z-- --2-PT; - - U- i _(2) 2x10 .DF_-NOI--CANT.A- o - -- -_ y i ____._ _ +s ___ _. , N_ _I.. P I 2x10 DF NO-2 PT ' € 101 /�P �E1 OPpct �'A CO (2) 2x10 DF NO. 2 PTI I (3) 2x10 DF NO. 2 PT I° CANT. I I I X OQ u 2x10"DF NO. 2 2x10"DF NO. 2 I ( I ® 16 O.C. PT ® 16 O.C. PT I 4 g�a8 € I ! ! I I w ! ! I II I I II ! 1 I ! Q 9{ REV. 0 ISSUED FOR FILING 2023-11-08 SECOND FLOOR FRAMING PLAN DRAWN BY: MJM CHECKED BY. NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED 1 SECOND FLOOR FRAMING PLAN S-102 SCALE: 1/4'=1'-0" SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 1 2 3 4 5 6 7 8 9 10 11 12 13 ' 24'-2h" I 4'-6" i 5'-0" ' 10'-4" ° 16'-4" ' 16'-8" ' 10'-0" ' 20'-8" ' 7'-0" I 7'-0" E • I i E ! s i ! P i i I i I f f I f f I f f f I I I I i E E I I i I I I 1 I I f r f f f I i 1 i i E I i I i I i i I f f f REFER TRELO ARCHITECTURAL FOR I I F I NFILL I I I ! E ! 0 I , u 2x10.-DF_No._2PT \0/ E I ' ' f s i I I i I I 1 �I N `---;----•—-__ _._ __-_._._._T..._.._._--- -nj I I',i � I( fIf!,I!IfifIfifIfiIIfItfIakd!PIII;,;,::EI!{' 1Ifii'�ItI!!!IfiIIiIIIIIIifIfifffIf!IIIit}}i►IiIIII!�IiI . _1II1I-Ii1(IIIIIt__•—_E'91Ei1II1Ii11IIIf1i�I,;1ii1I.N -_-_-_�-__,•I1I1ItIII_i_—�-_----___---__--____—_f-___.—__-__/____—_...___—_ ._�--�f--`_,L L�__--.___._ti__,_9_._.--_-2x1_✓im120__D. _91lnIl_ F _NO. -O_.--._;2__-_PT. If,I11I,I1II?iI;:IIIIfI�IfIf!ik�.I,F`II.'iEIIIi LL_ *I0.__IL-_,.-..-,ti�!EIIIIIII1fl IIMIiII"III,IIIIjifiP II(i 2._.. 1\/ -_-__—`^r.•l'__-_IIIi1(II_ I - IfIIfIfi(IIIfIIIIIIIII II III _I -.._ _ -___- _ .I_-.._AAMACAdA;AoN°iO0�rM' r 0 N W12x50Mu=10 K-FT Mu-10 K-FT200 DF NO. 2 j N ® 16" O.C. PT O oxl � (3) 1-4"x11%"LVL GC TOCOORDINATE LOCATION OF LAST JOISTS.\AT EITHER END WITH SHADE A POCKET, SEE ARCH-1/2 TJ230 9-1/2 TJI 230 -9-1/ I230 ®16" OC ®16" O.C. 016" O.C. 10 GC TO COORDINATE LOCATION OF HEADER ———————— GC TO COORDINATE LOCATION OF AST JOIST WITH SWITH SHADE POCKET. REFER TO ARCH.\ HADE (3) 1 "x 11 "LVL '-'--POCKET,-REFER TO ARCH. W413 TYP., (7) Ek LONG SIDE (5) EA. SHORT SIDE _ ____ EQ. EQ. �4"X11 "LVL CANT LIZ ) 1� x1 "LVLTBOTETO FACE_ __ _1._ _ v fi._ ,-__ _ I =13K-FTo ! W4u Mu=1 Mu=8 K-FT iEQ. Mu=5 K-FMu=5 K-FT 04 Mu=B K—FT; EQ. (3) 1-Y4x11%"LVL II , T _ _ R___ ._E__._F_. .ER rEJT+ O9. ARCHITECTURAL" 9-1/2" TJ230 FOR TRELLIS ®16 O.C. INFILL JONATHAN QQ' �S � � C ? EH2 9RL $ O8Q�8SP P�S~A�/ARCHITECT I !Mu=5 K-FT W10x33 W10x33 I GC TO COORDINATE LOCATION OF HEADER 277 BROADWAYWITH SHADE POCKET. REFER TO ARCH. Mu=5 K-FT 13TH FLOORoV o ' 3/4x117 "LVLN ( ) NEW YORK, NEW YORK 10007 17 XC;t d LO x T 212 213 5546� ®16O.C. r-C14 C14 N _ F 212 202 7935 .0- X STRUCTURAL ENGINEER:Mu-5 K-FTW10x33 W10x33 SILMAN C) Mu=5 K-FTI 32 OLD SLIP, 10TH FLOOR N crq I "LVLNEW YORK, NEW YORK 100050 %4 �Mu=8 K—FT :el T 212 620 7970 'IFT Mu=5 K-FT 3 K-FT 2 - �"x 1 LVLTFACEMu=TMu=5 K- MECHANICAL ENGINEER: L BED TO .Mu=13K- T JMVENGINEERING "TJI -230 -- — _ — CANT. 37 WEST 39TH STREET®16" O.C. (3) 1 "x11 "LVL / , _ 1I I SUITE 703p x T -j.......... NEW YORK, NEW YORK 10018 2 10 DF NO. 2 PT I I GC TO COODNATE LOCATION OF END JOISTS T 212 852 9855 ® 6" O.0 -7 I 1 WITH SHADE POCKET. REFER TO ARCH. LANDSCAPE DESIGNER: If K-FT Mu=19 K-FT 4 O0 O -- -- _1/ " TJI 230 9-1/2" T_ 2_0L 0 BROAD MEET ` ® (X16" O.C.O.C. l i 1 surrE 1700(3) 1�/ x11rLVL STARR WHITEHOUSE LANDSCAPE ARCHITECT =\O/ S Mu=19 K-FTu=19 - Z eU XX pitNEW YORK, NY 10004 C5 T 212 487 3272 iv o V 9-1/2" TJI ®16 O.C. 2x10 DF No. 2 PT- (3) 1�" 11�" LVL REFER TO ARCHITECTURAL v FOR TRELLIS INFILL DI �DFN0. 2 PT L2x10 DF N0. 2 P 0 16O�CPT 16"OCOF- I _ II . IN CD ® 16" O.0 y O DF NO.-2-PT--TCLL 00 __.__ _ _ _ __ Ox QF NE 0 � (1)2x10 DF NO. 2 PTMu=19 K-FT u=19 K-FT ., 2x10 DF NO. 2O -.___-. OQ Mu=19 K-FT Mu= 9 K-FT `E REV. 0 ISSUED FOR FILING 2023-11-08 ROOF AND POP-UP FRAMING PLAN DRAWN BY. MJM CHECKED BY. NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED tl ROOF AND POP UP FRAMING PLAN c) C) SCALE: 1/4'=1 -0" Ssl 03_ 0 LL T1, c yl, � NT SILMAN 120431 38015 MAIN ROAD ORIENT, NY 11957-1163 I WINDOWS AND FINISH, SEE ARCH. I ( 12"06" CONCRETE BEAM, (4)#5 i BOT. BARS, (2)#5 TOP BARS, #4 STIRRUPS 0 12" O.C. . _. _ ._._ . _._ ._I T.O. BEAM & WALL L-J ® EL. 0'-0" TJI JOIST, SEE x 6" STEM WALL PLAN n 6" v T.O. GRADE •� ® v • ' EL. VARIES — SEE ARCH. #4012" O.C. VERT. WINDOWS AND FINISH, LIGHT WELL SEE ARCH. x x • I I iV N I I #4012" O.C. HORIZ. (3) MIN. Ls CONTINUOUS x WATERSTOP, TYPICAL 0 A ® 0 ------ io \ ° a B.O. MAT EL. —3'-6" FOUNDATION WALL, SEE A d a PLAN AND SCHEDULE FOR REINFORCEMENT BALANCE 3 ° SHEAR KEY, SEE TYP. OF INFORMATION. FOUNDATION DETAILS n a . a d 6" MAT SLAB . a v . 1 SECTION 2 SECTION �10 SCALE: 1"=1'-0" S-301 SCALE: 1"=l'—O" JONATHAN SCHLOSS /ARCHITECT 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 of NE�,r 1R r, z � O Bg888 sstn ,� REV. 0 ISSUED FOR FILING 2023-11-08 FOUNDATION SECTIONS DRAWN BY. MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm30l_ SILMAN {20431 38015 MAIN ROAD ORIENT, NY 11957-1163 1 SECTION 2 SECTION 3 SECTION 4 SECTION S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" RIGID THERMAL BREAK MATERIAL (SCHOCK OR APPROVED EQUAL). THERMAL BREAK PLATE TO BE 3" THICK, ALLOWABLE COMPRESSIVE STRENGTH = 7.5 ksi 10% DEFORMATION AND MAX THERMAL W4 STUB BEAM, SEE PLAN CONDUCTIVITY = XX.XX w/m—k ROOFING AND INSULATION, SEE ARCH. STEEL BEAM, SEE PLAN —.—• —•--• —•—•—• —• —•—•..._ SISTERED WOOD MEMBER, SEE PLANS 3 SIDES 4 i AND TYPICAL DETAILS 5/8" DIA. A490 BOLTS TJI JOIST, SEE PLAN I WT6x20, CUT TO FIT - - � - - - - — - - - - - - - - - - - —� L3x3x3/8, (3) TOTAL EA. LOCATION JONATHAN SCHLOSS/ARCHITECT 277 BROADWAY I I 5/8" DIA. A490 BOLTS 13TH FLOOR NEW YORK, NEW YORK 10007 1/2" THICK PLATE T 212 213 5546 ^ I F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 5SECTIONSECTION 6 7 SECTION s SECTION T 212 620 7970 ��4OSCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=10-0"/ MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 0F NEco wr Gf. m 2 �O 69888 � 9 SECTION 10 SECTION S-401 SCALE: 1 1/2"44" S-401 SCALE: 1 1/2"44" REV. 0 ISSUED FOR FILING 2023-11-08 SUPERSTRUCTURE SECTIONS DRAWN BY: MJM CHECKED BY. NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm40l_ SILMAN {20431 38015 MAIN ROAD ORIENT, NY 11957-1163 #4 TYPICAL 11Y CLEAR NOSING WELDED WIRE FABRIC SIZE TO MATCH SLAB ON GRADE SLAB ON GRADE SLAB REINFORCEMENT k 1" CLEAR • SAW CUT SAW CUT AS REQUIRED (MESH OR REBAR) 1" KICKBACK 1Y DEEP" FOR JOINT FILLER I• ANCHOR BOLTS, SEE COLUMN, SEE PLAN AND W.W.R. SLAB ON GRADE THICKNESS "t" ' NZ" DIA. x 1'-6" LONG �,r.. TYPICAL DETAILS COLUMN SCHEDULE BASE PLATE, SEE TYPICAL DOWEL AT 1'-6" O.C. JOINTS '••� x'• • DETAIL °--x x x-�- = °'x ° a ' 4 5" SLAB " " ISOLATION JOINT AT COLUMN av ° e° ° °' 2-#4 ® 3"x4'-0" LONG 2 -0 NON-SHRINK GROUT, 2 MIN.) (SEE TYP. SLAB ON GRADE DETAIL) ADDITIONAL AT ALL CONCRETE SLAB REENTRANT CORNERS CONTRACTION JOINT SCORE WITH TROWEL T.O. 'SLAB w EL. SEE PLAN CONSTRUCTION SLAB EDGE 6x6-W2.0 x W2.0 GALVANIZED DETAIL A-A R " EXPANSION U T.O. PIER rl JOINT W.W.R. 11� BELOW TOP OF SLAB Z 3 MIN. CONCRETE PIER TYPICAL STAIR ON GRADE JOINT o SLIP DOWEL EL. SEE PLAN U m OR STEEL COLUMN N.T.S. Un N PIER REINF. _ (SEE PLAN) 5" MAX. AND SCHEDULE SEE PLAN .- . ;• >f :4 . . ;x ?�. X :. : °° 2" CLR. TYP. SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT ° AT ALL RE—ENTRANT CORNERS 2-#4 TIES ® 3" O.C. AT TOP OF PIER, a � MAXIMUM DISTANCE BETWEEN REMAINDER AS PER SCHEDULE ° CONTRACTION JOINTS IN INCHES w a ° p •. • _• i' '.• • IS 36 TIMES SLAB THICKNESS o N B.O. FOOTING w o EL. SEE PLAN 3" CLR. NEW OR EXISTING NOTES: BASE PLATE, SEE ujN �U CONTRACTION EXPANSION TYPICAL STEEL COLUMNZPIER AND FOOTING of Z7. FOUNDATION WALL - TYPICAL DETAIL JOINT JOINT d: SEE PLAN ISOLATION JOINT }¢" COLUMN, SEE PLAN 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS MIN. SEE TYPICAL MAXIMUM MAXIMUM N•T•S• e' WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES AND COLUMN SCHEDULE • • e SLAB THICKNESS WIDTH IN INCHES. ALTERNATIVELY, LARGE SLAB ON GRADE SPACING SPACING " 1" CL. s xs w2.1 x w2.1 W.W.R. '•' ° DETAIL = 5 -0 = 15 -0 (CONTRACTOR ALTERNATE OPTION: WATERSTOP. 2 COVER BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS ARE PROVIDE EQUIVALENT DOSAGE OF d° ° a MIN. E.S. (OR AS REQ'D ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE IN BOTH NON-SHRINK 3" MIN. CONCRETE SLAB ON CONCRETE SLAB MACROFIBERS IN LIEU OF WWR) BY WATERSTOP MFR.) DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER. GROUT, 2" MIN. TYP. GRADE NOTES: NOTES: ' 1. UNDISTURBED SOIL OR FILL COMPACTED TO 95% x x °' °'° a 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED ATA „ ;• E T, , OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT 1. PIER SIZE TO BE 3" LARGER THAN COLUMN BASE PLATE ALL AROUND U.O.N. ON PLAN. a , REMOVE ORGANIC MATERIAL. 2. SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. e °•d. d ° d n° a MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB z ' '' ° WATERSTOP (AT ° . °'° ° ° ° THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 ra CAULK 3. IF PIER HEIGHT IS LESS THAN 2'-6", EXTEND COLUMN DOWELS INTO FOOTING. SEE NEW FOUNDATION HOURS AFTER CONCRETE IS PLACED. = y : ,•. 2. BROOM FINISH UNLESS NOTED OTHERWISE. CONTINUOUSLY COLUMN SCHEDULE FOR SIZE AND REINFORCING. WALLS ONLY) ! ANCHOR BOLTS, SEE 4. T = SLAB THICKNESS - SEE PLANS. d 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO o :9 :� •: d ,' TYPICAL DETAIL 5. FOR TIES AND ADDITIONAL INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN". .d : ° 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. B.O. FOOTING �° d. : ° ° 'e d d VAPOR BARRIER EL. SEE PLAN 3" CL. 'A4 % 10 MIL POLYETHYLENE " ° •: PIER REINFORCING SCHEDULE UNDISTURBED VAPOR BARRIER 6 GRAVEL OR . ;SOIL OR FILL ° :e ' ' CRUSHED STONE NOTES: • 6" GRAVEL OR UNDISTURBED SOIL Y2" PREMOLDED MIN. VERTICAL CRUSHED STONE OR FILL 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM JOINT FILLER PIER SIZE BARS CLOSED TIES BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. SLAB ON GRADE SLAB—ON—GRADE & WALL INTERFACE 2. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. DETAIL A—A P1 (4)#6 (2)#3 TYPICAL SLAB ON GRADE TYPICAL DETAIL SPREAD TYPICAL DETAIL N.T.S. FOOTING AT STEEL COLUMN EXTERIOR PAVING N.T.S. N.T.S. FOOTING SCHEDULE MARK FOOTING SIZE BOTTOM REINFORCING REMARKS LENGTH x WIDTH DEPTH LONG WAY SHORT WAY NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED UNLESS NOTED OTHERWISE. F2 2'-0" x 2'-0" 1'-0" 3-#4 BARS 3-#4 BARS F4 4'-0" x 4'-0" 1'-0" 3-#4 BARS 3-#4 BARS STANDARD HOOK op e,e e° w Z U . 3'-0" ELEVATOR PIT #5 NOSING BAR ALL AROUND vp-i N d. (ALL AROUND) OMIT 2'-0'k 2'-0" Z STANDARD HOOK MAT SECTION FILL AFTER PLUNGER IS 2 "X" (MIN.) (NP•) ° �- 12" CONCRETE WALL INSTALLED a• SEE PLAN 3" CONCRETE MUD LINE TEE-INTERSECTION JONATHAN SCHLOSS /ARCHITECT ° ° A #4 ®12" O.C. (TYP.) " 277 BROADWAY °' ° •,° . °' •• •' � o °, .d • INTERRUPT #5 ®12 PIT MAT 4. ° BARS. BEND INTO PLACE 13TH FLOOR rA . 1 0. #5 TOP & BOTTOM ° AFTER PLUNGER IS SET NEW YORK, NEW YORK 10007 4 BENTONITE WATERPROOFING ALL AROUND. EACH WAY BENTONITE WATERSTOP 1'-0 WATER STOP PROVIDE PROTECTION BOARD ° ' #4 ® 12 O.C. ° , w F 212 202 7935 • a •d � •• (TYP.) „ VERTICAL AND Z U T 212 213 5546 e ° SEE ARCH'L DWGS. 0 ° STANDARD a e FOR REINFORCING d ( ) HORIZONTAL TOP OF PIT SLABKHOOK o a MAX. 2'-0" ° ° SEE WALL. SECTIONS I z N STRUCTURAL ENGINEER: w It a :a o e °e d ° ° 12" PIT ° , . • a. S - WATERSTOP o ¢ ' :•I.. . a, ° f- SILMAN MAT • a A °- 2"x 4" KEYWAY a • v N ° ': 32 OLD SUP, 10TH FLOOR ° CONT. TOP & BOTT. — — NEW YORK, NEW YORK 10005 $ ° e CONTINUOUS 3" CL. " - PROJECTION, IF ' WALL FOOTING m. 3 CONCRETE MUD SLAB • _ WATERPROOFING T 212 620 7970 " NO WATERPROOFING SEE ARCH'L DWGS. ADDITIONAL FOURSIDES #5 ®12 O.C. TYP. _ ( ) MECHANICAL ENGINEER: 1l 1� H OF 2'-0" x 2'-0" OPENING TENSION JMV ENGINEERING 1 HYDRAULIC PLUNGER LAP SPLICE SLOPE BY CONTRACTOR 1 -0 5 ® 12" O.C. " " 37 WEST 39TH STREET 1 -0" TO MAINTAIN SOIL " # 2 x 4 KEY CONTINUOUS MIN. STABILITY, VERIFY WITH SUITE 703 GEOTECHNICAL ENGINEER ALL AROUND TYPICAL DETAIL TYPICAL DETAIL CORNER NEW YORK, NEW YORK 10018 TYPICAL DETAIL TYPICAL DETAIL T 212 852 9855 STEPPED WALL FOOTING ELEVATOR PIT ELEVATOR SUMP PIT BOX OUT AT HYDRAULIC ELEVATOR PIT SLAB NOTE: LANDSCAPE DESIGNER: (EXTERIOR WATE R P R 0 0 FI N G N.T.S. (EXTERIOR WATERPR00FING FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. STARR WHITEHOUSE LANDSCAPE ARCHITECTS N.T.S. 80 BROAD STREET N.T.S. N.T.S. SUIT700 TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS NEW Y RK, NEW YORK, NY 10004 AND JUNCTIONS OF WALLS AND BEAMS T 212 467 3272 I .T.S. CONC. WALL �6 Q )i6"x 2" COLLAR ALL AROUND Id 'c�OF NEy,r �01��F OppE�y'A FOR INSIDE PIPE WATERPROOFING ADDITIONAL HORIZONTAL BARS AT DIAMETER, SEE A �, STRIP TOP & BOTTOM OF OPENING. UTILITY/PIPING PROVIDE 2-#5 MIN. OVER AND DWGS. ° W PROVIDE #6x18" SMOOTH UNDER OPENING U.O.N. d d � CUT ALTERNATING (UNBONDED) DOWEL HORIZONTAL REINFORCING 24" O.C. WATERPROOFING d ROLLED"PLATE OR PIPE BARS AT CONTROL JOINT J SEE WALL STRIP SECTIONS FOR 0 L VERTICAL BARS AT SIDES OF OPENING. BAR QUANTITY ON EACH WITH Y MIN. WALL THK. HORIZONTAL REINFORCING TO SOIL SIDE J REINF. �- " INTERRUPTED T Y2 AREA OF EACH RUN THRU UNINTERRUPTED PROVIDE #6x D SMOOTH SOIL SIDE J c (UNBONDED) DOWEL 24" O.C. SIDE, U.O.N. ~ g o ° d NOTE• a w 4 d . ° ; ° ° ° . ° ° '° ° . SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: a c DEVELOPMENT LENGTH Lt- • : � . w d.e V) ° a PIPE DIAMETER • � � . � ,a ' • ° � CLEAR DISTANCE BETWEEN (OUTSIDE !� EDGES OF PIPE OPENINGS EXPOSED SIDE PRE-MOLDED NOTES: 1 " V-SHAPED KEY FILLED JOINT FILLER DIA. S 6" " CLEAR DIST. = PIPE DIA. WATERSTOP SEE WALL SECTIONS WITH SEALANT 1. HOOK ALL BARS INTERRUPTED BY OPENING. 6 < DIA. S 12 CLEAR DIST. = 6 FOR REINF. EXPOSED SIDE SEALANT 12"< DIA. S 24" CLEAR DIST. = WALL THICKNESS 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH NOTE: BEYOND OPNG., VERTICAL BARS TO BE FULL STORY 1. PROVIDE EXPANSION JOINTS AT EVERY FOURTH NOTE: HEIGHT. CONTROL JOINT OR A MAXIMUM OF 20 FEET O.C. 1. PROVIDE EXPANSION JOINTS AT EVERY FOURTH NOTE: 2. SEE TYPICAL WALL DETAIL AND ARCH. FOR CONTROL JOINT IO A MAXIMUM V 80 FEET O.C. 3. PROVIDE REINFORCING SHOWN IN THIS DETAIL U.O.N. MAXIMUM POUR LENGTHS: WATERPROOFING AND DRAINAGE REQUIREMENTS. 2. SEE TYPICAL WALL DETAIL AND ARCH. FOR IN SHEAR WALL SCHEDULE, SHEAR WALL DETAILS, FOUNDATION WALL = 80'-0" WATERPROOFING AND DRAINAGE REQUIREMENTS. SHEAR WALL ELEVATIONS ETC. REV. o ISSUED FOR FILING 2023-11-08 TYPICAL DETAIL CONTROL JOINT IN TYPICAL DETAIL TYPICAL DETAILS CONSTRUCTION JOINT IN CONCRETE WALL. CONCRETE WALL EXPANSION JOINT IN TYPICAL DETAIL OPENING IN PIPE SLEEVE IN CONCRETE WALL N.T.S. - N.T.S. TE WALL CONCRETE WALLS N.T.S. DRAWN BY: MJM N.T.S. N.T.S. CHECKED BY: NL, RM DATE JULY 18, 2023 SCALE: AS NOTED S �501_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 CANTILEVERED RETAINING WALL SCHEDULE DEFORMED BAR TENSION DEVELOPMENT LENGTH CONCRETE WALL AND FOOTING DIMENSIONS WALL/STEM REINFORCING FOOTING REINFORCING FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS WALL WALL/STEM TOTAL BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI HEIGHT RETAINED SOIL THICKNESS FOOTING FOOTING SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE WALL ID (hW) HEIGHT (hR) (Astem) TOE (B) HEEL (C) WIDTH (W) THICKNESS (Abase) "0" "Lwi" "Lwo" "P" "Lb" CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II RW#1 7'-6" 7'-6" 1'-0" 1'-0" 1'-0" 3'-0" 1'-6" #4 ® 12" #4 ® 12" #4 ® 18" #3 ® 12" (10) #4 #3 17 25 15 22 13 20 12 18 12 16 RW#2 11'-0" 11'-0" 1'-0" 1'-0" 2'-0" 4'-0" 1'-6" #6 ® 9" #4 ® 18" #4 ® 12" #4 ® 12" (10) #4 #4 22 33 19 29 17 26 16 24 14 21 RW#3 2'-6" 2'-6" 0'-8" 1'-0" 2'-0" 2'-8" 1'-0" #6 ® 12" #4 0 18" #4 0 18" #4 ® 18" (10) #4 #5 28 42 24 36 22 32 20 30 17 26 " Astem #6 33 50 29 43 26 39 24 35 21 31 7 48 72 # 42 63 38 56 34 51 30 45 #8 55 83 48 72 43 64 39 59 34 51 9 62 93 # 54 81 48 72 44 66 38 57 ; • 1I– #10 70 105 61 91 54 81 50 74 43 64 #11 78 116 67 101 60 1 90 55 82 48 71 ' 4. „Lwo" 2" DEFORMED TENSION BAR NOTES: - 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. ; 2.FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE, TENSION DEVELOPMENT LENGTH/TENSION LAP LENGTH SHALL BE 1.3X ` THE VALUES GIVEN c3 s` ' '•° % " " Lwi 3.FOR EPDXY–COATED BARS: A.WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER,OR CLEAR SPACING IS LESS THAN 6x BAR a l DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION UkP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. B.WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER t 5 "O" THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.2x THE _� . VALUES GIVEN. ' ;;'• :. 4.CASE I APPLIES WHEN EITHER OF THE FOLLOWING SETS OF CONDITIONS ARE MET: • - A.ALL THREE OF THESE: a • CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN DB AND • CLEAR COVER IS NOT LESS THAN DB AND A • STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT LENGTH AND THE QUANTITY IS NOT LESS THAN THE CODE MINIMUM. 2X4 KEY, TYP. B.OR BOTH OF THESE: • CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2DB AND s� • CLEAR COVER IS NOT LESS THAN DB Id ' ' ' "P" 3" NOTES: 5.CASE II APPLIES TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE I. 4: •=' 1. "0" BARS MAY BE SPLICED ABOVE BASE OF WALL AS AN ALTERNATE. N 2. "Lb" BARS ARE PROVIDED AS A TOTAL QUANTITY TO BE DISTRIBUTED AS REQUIRED TO SUPPORT "0" (AT BOTTOM) AND "P" (AT TOP) AND SHALL NOT ' '° y BE SPACED GREATER THAN 4'-0" APART. N 3" •• � •'° - ••.d'' •• •. • •' ♦ ,• •.:: `; to, •''r•. DEFORMED BAR TENSION LAP SPLICE — CLASS B `� ` : •; „ • ; :, , • ! _ • : , 3. COORDINATE DRAINAGE REQUIREMENTS WITH ARCHITECT OR CIVIL ENGINEER. ° • ;.�••'' ,• 4. COORDINATE BEARING PREPARATION AND BACKFILL WITH CIVIL ENGINEER AND FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS ¢ ►,a : : t 1; •:-;� ' ; � GEOTECHNICAL RECOMMENDATIONS. �, •°, `� BAR 3000 PSI 4000 PSI 5000 IPSI 6000 PSI 8000 PSI "LB " SEE NOTE 2 SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE FROST DEPTH B C CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II (MIN.) lop W #3 22 33 19 28 17 25 16 23 14 20 #4 29 43 25 37 23 34 21 31 18 27 TYPICAL REINFORCED CONCRETE CANTILEVERED RETAINING WALL #5 36 54 31 47 28 42 26 38 22 33 N.T.S #6 43 65 37 56 34 50 31 46 27 40 #7 63 94 54 81 49 73 45 67 39 58 #8 72 107 62 93 56 83 51 76 44 66 #9 81 121 70 105 63 94 57 86 50 74 #10 91 136 79 118 71 106 1 64 96 1 56 84 #11 101 151 87 131 78 117 71 107 62 93 DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION DEVELOPMENT LENGTH LAP SPLICE FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS & UNCOATED BARS BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 IPSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE #3 9 8 8 8 8 #3 12 12 12 12 12 #4 11 10 9 9 9 #4 15 15 15 15 15 #5 14 12 12 12 12 #5 19 19 19 19 19 #6 17 15 14 14 14 #6 23 23 23 23 23 #7 20 17 16 16 16 #7 27 27 27 27 27 JONATHAN SCHLOSS /ARCHITECT #8 22 19 18 18 18 #8 30 30 30 30 30 277 BROADWAY #9 25 22 21 21 21 #9 34 34 34 34 34 13TH FLOOR #10 28 25 23 23 23 #10 39 39 39 39 39 T 212 YORK. YORK 10007 13 5 6 #11 31 27 26 26 26 #11 43 43 43 43 43 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 OF NE�L1, CO Or m qtr r_ = ;0 O 988$ REV. 0 ISSUED FOR RUNG 2023-11-08 TYPICAL DETAILS DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED S �502_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 g" BOLTED OR WELDED WEB SHEAR SPLICE PLATE(S), BY DETAILER. TYP. "X" AS REQ'D, TYP. I 4 WF STEEL BEAM. SEE PLAN "X" AS REQ'D, SEE NOTE 1 COLUMN FOR SIZE AND LOCATION7 o I I I I I + + I I BASE PLATE I z + I + CAP PLATE SHEAR PLATE DOUBLE ANGLES DOUBLE ANGLES 2" NON-SHRINK I i + I + (AT COLUMN DOUBLE ANGLES BOTTOM ELEVATION GROUT i i z I I TOP) STEEL BEAM STEEL BEAM STEEL BEAM WF STEEL BEAMS OF BASE PLATE _ I z 7 ! I N� I M ,FhlI I o R I I J AT HSS BEAMS, USE WELDED BOLT METER, # BOLTS I 'AdlI SHEAR SPLICE PLATES BOTH AS REQU D, SEE NOTE 1 I + + + I + TOP OF FOOTING d I E I vmi SIDES, TMP. I i 1+ + - + 1 PIER OR BUTTRESS + TOP OF SLAB 1 s ( I II (4) -" DIA. HEADED ��- -" PLATE TO F GE MIN. Y" IF REQUIRED °. I HIGH STRENGTH HIGH STRENGTH II HIGH STRENGTH • • d °�• ANCHOR RODS. EMBED. ZE AND FOR CAPACITY, ' d ° 1'-4" MAX. OR TO WITHIN WF OR HSS STEEL BEAM. LENGTH �BYAILER EXTEND PLATE I BOLTS, SEE GENERAL BOLTS, SEE GENERAL II BOLTS, SEE GENERAL d SEE PLAN FOR SIZE AND NOTES NOTES NOTES HIGH STRENGTH BOLTS, 3 OF BOTTOM OF X AS REQ'D, COLUMN I a. •� ! d •'d THROUGH I .l' d' LOCATION " " � SEE GENERAL NOTES DOLE: ° i FOOTING LEVELING PLATES ° , c NOTES: SEE NOTE ARE NOT PERMITTEDe r 1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH AISC HSS STEEL WF STEEL WF STEEL ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA COLUMN COLUMN COLUMN e REQUIREMENTS. + + 2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30'-0" OR 2 STORIES. 3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION. REMOVE + + ' ALIGNMENT PLATES AFTER COLUMN IS INSTALLED. BEAM TO HSS COLUMN BEAM TO WE COLUMN FLANGE BEAM TO WF COLUMN WEB WE BEAM TO WE BEAM 7 s COLUMN TYPICAL DETAIL AT HSS BEANS, SELECT PLATEON TES: BASE PLATEE CONTRACTOAY HSS COLUMN SPLICE FLAT HFOR SE GEAWELDRKABLE 1 SUBMIT ALTERNATE. CONNECTION ILDETAILS FROMS SHOWN THOSE HOSE SHOWN ABOVE,E ARE SCHEMATIC L BUT Y. H N ANY CASE R E CONTRACTOR IS RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN "B" �. .�. N.T.S ACCORDANCE WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES. SEE SCHEDUL I ANCHOR BOLT CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL NOTES AND - - -1• - - - WF OR HSS STEEL BEAM. CJP OR PJP WELD BY LE ELSEWHERE IN THE CONTRACT DOCUMENTS. I SEE PLAN FOR SIZE AND DETAILER, TOP/ BOTT. 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS + LOCATION INDICATED IN THE CONTRACT DOCUMENTS, PER AISC GUIDELINES. THE SCHEMATIC { DETAILS ABOVE ARE NOT SUGGESTIVE OF SPECIFIC CAPACITIES. THE NUMBER AND SEEI TABLE SIZE OF BOLTS, SIZE AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST + + BE DETERMINED PER AISC GUIpELINES AND THE CONTRACT DOCUMENTS. S 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND + i + AT BEAM CONNECTIONS TO PERIMETER BEAMS, UNLESS OTHERWISE NOTED. "N" SEE SCHEDULE ANCHOR HOLE 0 IN EDGE FROM DISTANCE� OF NOTES. TYPICAL DETAIL SUGGESTED SHEAR BOLT SIZE BASER BOLT HOLE 1. FLANGE AND WEB DEVELOP THE FULL CCAPACITY COFO THOSE BEAM ELEMENTS EACH NS TO BE SELECTED OR INSIIDE OF EERED B JOINT. CONNECTIONS 4 � , O 2 CONNECTIONS AT' GRAVITY LOADS ONLY 11 1"0 1%9/1 "'0 2" 2. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW AND N.T.S 1A" „O 2_Y9 APPROVAL PRIOR TO FABRICATION. 1 "o 2%"0 2Y2> 3. ALL STEEL CONNECTIONS ARE SUBJECT TO SPECIAL INSPECTION INCLUDING ULTRASONIC TESTING OF PJP OR CJP GROOVE WELDS. TYPICAL DETAIL TYPICAL DETAIL STEEL BEAM SPLICES COLUMN BASE PLATE AT PIPE OR TUBE COLUMN N.T.S. N.T.S. COLUMN BASE PLAT[, SCHEDULE SIZE MARK WIDTH, B WIDTH, C THICKNESS, t GRADE BOLTS CP-1 10" 10" 3/" A36 (4) Y" DIAM CP-2 10" 10" y" A36 (4) Y" DIAM CP-3 8" 8" %" A36 (4) Y" DIAM BEARING PL. ...TO- MATC •"•H, •• V rr�n aiu� V (SEE SCHEDULE) THICKNESS COLUMN FLANGE. WELDS TO BEAM WEB SHALL HAVE Y4 CAPACITY TO CARRY ENTIRE SUPPORTED BEAM, WF COLUMN, SEE PLANS MILL BOTTOM OF COLUMN TO BEAR COLUMN LOAD. SEE PLAN I FOUNDATION OR SCHEDULE FOR SIZE ii II STEM WALL BASE PLATE W/ (4) 3/4" 0 A325 BASE PLATE LENGTH AS REQUIRED, II II MINIMUM WIDTH TO MATCH SUPPORTING BOLTS (2 EACH SIDE). PLATE II BEAM FLANGE WIDTH OR COLUMN STEEL BEAM Y LENGTH AS REQUIRED, MINIMUM a WIDTH TO MATCH SUPPORTING BEAM DEPTH, WHICHEVER IS LARGER. I d 'a 1" NON-SHRINK GROUT FLANGE WIDTH OR COLUMN FLANGE CAP PLATE W/ (4) 3/4" 0 A325 BOLTS I CAP PLATE LENGTH AS REQUIRED, CONCRETE WIDTH, WHICHEVER IS LARGER. (2 EACH SIDE). LENGTH AS REQUIRED, I MINIMUM WIDTH TO MATCH A II ) II SUPPORTED BEAM FLANGE WIDTH OR FOUNDATION WALL a a 1/2" DIAMETER A307 ANCHOR BOLT, MINIMUM PLATE THICKNESS TO MINIMUM WIDTH TO MATCH SUPPORTED I COLUMN DEPTH, WHICHEVER IS ' •• (2) EA. PLATE; LOCATED WITHIN 12 MATCH FLANGE THICKNESS OF II BEAM FLANGE WIDTH OR COLUMN FLANGE II SUPPORTING BEAM II y WIDTH, WHICHEVER IS LARGER. MINIMUM I LARGER. MINIMUM PLATE THICKNESS a 4 a'a OF CORNERS, 7" MINIMUM STIFFENER PLATE EACH SIDE PLATE THICKNESS TO MATCH FLANGE OF TO OEAMATCH FLANGE OF SUPPORTED EMBEDMENT. 7- qA SUPPORTED BEAM JONATHAN SCHLOSS /ARCHITECT TO MATCH FLANGE: THICKNESS 277 BROADWAY OF COLUMN ABOVE. WELDS TO WT STIFFENER EACH SIDE L WF COLUMN, SEE PLANS OR SCHEDULE 13TH FLOOR TYp� BEAM WEB SHALL HAVE CAPACITY TMP MATCH COLUMN ABOVE. WELDS FOR SIZE NEW YORK, NEW YORK 10007 TO CARRY ENTIRE COLUMN LOAD TO BEAM WEB SHALL HAVE BEARING It SCHEDULE CAPACITY TO CARRY ENTIRE T 212 213 5546 SUPPORTING BEAM, SEE PLAN COLUMN LOAD F 212 202 7935 (II MARK LENGTH WIDTH THICKNESS TO BM.) ( 1TO BM.) STRUCTURAL ENGINEER: PARALLEL WEB CONDITION PERPENDICULAR WEB CONDITION PARALLEL WEB CONDITION PERPENDICULAR WEB CONDITION BP-1 4" 9" %" SILMAN SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR32 OLD SUP, 10TH FLOOR FOR BALANCE OF INFORMATION BALANCE OF INFORMATION FOR BALANCE OF INFORMATION BALANCE OF INFORMATION BP-2 4" 13" 1" NEW YORK, NEW YORK 10005 T 212 620 7970 TYPICAL BEAM-SUPPORTED WIDE FLANGE COLUMN TYPICAL BEAM CONTINUOUS OVER WIDE FLANGE COLUMN TYPICAL DETAIL MECHANICAL ENGINEER: JMV ENGINEERING N.T.S BEAM BEARING 0 N NEW CONCRETE WALL 37 WEST 39TH STREET N.T.S SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SURE 1700 NEW YORK, NY 10004 T 212 487 3272 PLATE EXTENSION "W" ("W"/4 MIN. TYP.) BEAM WEB Y" STIFFENER PLATE EACH OPENING WIDTH SIDE OF BEAM EACH (FIRST NUMBER SHOWN) PENETRATION SCHEDULE END OF OPENING ON PLAN TMP' y4" MARK "b" x "t" REINFORCING WIDTH THICKNESS DETAIL HSS COLUMN WIDE FLANGE BEAM z z 111k h w t PO NO ADDITIONAL PLATE —— m o " CLEAR TYP. � REINFORCEMENT NEEDED ++++ o c� ____ _. _ _ _. _ _ _ _ _ _ _ _ _ Y" �TYP. ++++ 4 OR TOP AND BOTTOM R'S SHOP ALIGN OR FIELD WELDED TO COLUMN A-A PLAN VIEW TYP. A - CUT-OUT FLUSH W/ HSS COLUMN TOP & BOTTOM FLANGE OPENING DEPTH RADIUS=2tW R'S SHOP WELDED TO OR of NEW (SECOND NUMBER OR MIN COLUMN P/ p .0 NOTES: HSS COLUMN SPLICE Fr SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES BOLTS OR WELDS TOP & BOTTOM FLANGE EACH SIDE (U.O.N.) OF BEAM WEB 1. SEE PLAN FOR OPENING SIZE AND LOCATION. ABOUT FLANGE MC BY PROVIDER COLUMN E 'S SHOP OR FIELD PLATES, TYP. i i WELDED TO COLUMN X 2. ALL OPENINGS TO BE CENTERED AT BEAM MID—DEPTH. I I WIDE FLANGE BEAM HSS COLUMN CUT-OUT FLUSH W/ HSS DETAIL PA SECTION (DISCONTINUOUS) 3. AN ADDITIONAL 2 STUDS PER FOOT (IN ADDITION TO I BOLTS OR WELDS O g�Be STUDS SHOWN ON PLAN) ARE REQUIRED AT EACH END A I i A BY PROVIDER o ss OF OPENING FOR 3'-0". I + I I I ( WIDE FLANGE BEAM PLATE EXTENSION 4. COORDINATE ALL BEAM PENETRATION WITH HVAC, PLUMBING, I I+ I "W" ("W"/4 MIN. TYP.) AND ELECTRICAL CONTRACTORS. I + I OPENING WIDTH (DISCONTINUOUS) ( 1 + (FIRST NUMBER SHOWN) FLANGE R I + ON PLAN A" I I T BY PROVIDER I I + AISC STANDARD I 7 771 PIPE MEMBER FRAMED SHEAR I I CLR• PER SCHEDULE CONNECTION SHIM R AS REQUIRED AISC STANDARD 1 z z (TOP & BOTTOM) FRAMED SHEAR R t CONNECTIO m o CLEAR TMP. bm o II SHIM AS REQUIRED Y„ TMP. b PIPE LENGTH NOTES: I (TOP & BOTTOM) PER SCHEDULENOTES: 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR CODES AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH TYPCONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. CODES AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL ;V4" 2. REFER TO GENERAL NOTES FOR BOLTED CONNECTION STANDARDS. CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL NOTES. 2. REFER TO GENERAL NOTES FOR BOLTED CONNECTION STANDARDS. OPENING DEPTH RADIUS=2tW 4. PROVIDE PRETENSIONED BOLTS FOR STRUCTURES OVER 125' IN HEIGHT. 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL NOTES. OR %" MIN PIPE REINFORCING "D" OPENING DIAMETER 5. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OF BEAM. 4. PROVIDE PRETENSIONED BOLTS FOR STRUCTURES OVER 125' IN HEIGHT. REV. o ISSUED FOR FILING 2023-11-08 (SECOND NUMBER (SHOWN ON PLAN) SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETE PLANK) OR ARCHITECTURAL 5. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OF COLUMN. SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS TYPICAL DETAILS EACH SIDE (U.O.N.) OF BEAM WEB ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETE PLANK) OR ARCHITECTURAL OF STEEL BEAMS. IN THESE CASES, MOMENT CONNECTION DESIGN/DETAILING WILL FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) OF STEEL BEAMS. IN HESE CASES, MOMENT CONNECTION DESIGNETAILING WILL DDRAWN BY: MJM DETAIL PB SECTION DETAIL PC SECTION WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY CHECKED BY: Ni, RM WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. DATE JULY 18, 2023 TYPICAL DETAIL OF BEAM TYPICAL DETAIL HSS COLUMN TYPICAL DETAIL HSS COLUMN MOMENT SCALE: AS NOTED WEB PENETRATION MOMENT CONNECTION (THRU PLATE) CONNECTION (CUT-OUT PLATE. N.T.S N.T.S N.T.S. Sm503_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 2� MOMENT PL. (TYP.) • • Pconn = A325 SC STEEL BEAM 16" TYPICAL STEEL BEAM Vconn = SHIM AS REQ'D BOLTS SEE PLAN 6" 16" 16" Mconn = A B 0 LT LAYOUT PROVIDE Y" OAK SHIM WHEN BEARING, SHEAR OR PARTITION WALLS ARE LOCATED ABOVE 77 + + MULTIPLE MEMBER LVL DETAIL A - A BEAM OR WHEN BEAM FLANGE WIDTH IS BEAM; SEE PLAN GREATER THAN OR EQUAL TO 8" BOLTS Y" 0 MIN. + + N Y2" DIA. A307 BOLTS " DIAMETER COUNTER-BORED, A307 BOLTS, W/ WASHERS A STAGGERED TOP AND BOTTOM, SEE DETAIL A-A Z r® x g BOLT-HEAD & WASHER - - - - - a IT.O. JOIST w At 10 ,T TYP. WT WHERE REQ'D OMIT I V) WHERE BEAMS ON EITHER a SIDE ARE OF SAME DEPTH `�' T.O. STEEL BEAM TYP. A SECTION A-A NOTES: FULL PENETRATION WELD DIA. BOLTS W/ WASHERS ® ~ 16" 0/C ® TOP & BOTTOM 1. CONNECTION TO BE DESIGNED FOR FULL VALUE OF Mconn GIVEN IN SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETEW/ (2) BOLTS AT EACH END PLANK) OR ARCHITECTURAL NOTES: LATERAL FRAME ELEVATION. THE 1/3 ALLOWABLE STRESS INCREASE FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS 1. USE 1-3/4" x LVL (LEVEL BY WEYERHAEUSER OR JA TJI/LVL FLOOR JOISTS SHALL NOT BE APPLIED. ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) APPROVED EQUAL. WEB BLOCKING AT TJI JOISTS OF STEEL BEAMS. IN THESE CASES, MOMENT CONNECTION DESIGN/DETAILING WILL 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". PSL OR ANTHONY POWER 2. Mconn SHALL BE INCREASED TO ACCOUNT FOR ECCENTRICITY OF THE NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY 3. BOLTS SHALL NOT BE COUNTER-SUNK. BEAM BLOCKING SIMPSON FACE MOUNTED HANGER SHEAR LOAD Vconn x DISTANCE OF CENTERLINE OF BOLT GROUP IN WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. (IUS ® WOOD FLOOR FINISHES. BEAM WEB TO BACK OF DOUBLE ANGLE SHEAR CONNECTION. MIU ® STONE/TILE FLOOR FINISHES) MOMENT FRAME ELEVATION TYPICAL BEAM TO BEAM TYPICAL MULTIPLE MEMBER CONNECTION FOR LVL BEAMS TYPICAL WOOD JOISTS TO STEEL BEAM (FACE MOUNTED) N.T.S. MOMENT CONNECTION N.T.S. N.T.S. N.T.S. (2)-Y2" DIA. A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SIMPSON TB1460S SOLID FULL DEPTH COLLATED SCREW ® 3" 0/C BLOCKING, WIDTH & SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL DEPTH TO MATCH WIDTH, DEPTH TO MATCH MINIMUM (2) PER BLOCKING JOIST/RAFTER JOIST/RAFTER MEMBER j FINISHES, SEE ARCH. ( L3x3xY4 TUBE POST WOOD FLOOR JOIST/ HSS POST, SEE PLAN ROOF RAFTER; SEE I I PLAN FOR SIZE & INSTALL BOTTOM OF BASE PLATE I I 1 STEEL POST SPACING 2'-8" FLUSH WITH CONCRETE BASE PLATE AND ANCHOR SIMPSON TB SCREWS AT 12 O.C.-STAGGERED. BOLTS, SEE TYPICAL I I I TYP. AT (MINIMUM 1 Y" EDGE_ DISTANCE FROM EDGE WOOD POST- SEE PLAN COLUMN BASE PLATE I I TOP AND • • OF PLATE AND 4" FROM END OF PLATE) FOR SIZE " DETAIL ON S-503. I i '_ A BOTTOM6 A___16" TYPICAL (2)-Y2 DIA. GALVANIZED A307 I III I FLOOR FINISH, SEE ARCH. A STEEL BEAM ! THRU BOLTS, NICK THREADS NON-SHRINK GROUT, SEE j TO PREVENT BACK-OFF TYPICAL COLUMN BASE I I I I PIPE POST PROVIDE FLAT 2x WHEN BEARING OR SHEAR GALVANIZED SIMPSON LCB/CB I , I BOLT LAYOUT WALLS ARE LOCATED ABOVE BEAM COLUMN BASE OR APPROVED PLATE DETAIL. EQUAL Ni � 1 L.-.-.-.-. -.-. -. T.O. FINISH FLOOR BLOCKING; AS REQUIRED DETAIL A - A T.O. FOUNDATION STEM EL. SEE PLAN PLAN AT PIPE PLAN AT TUBE Y2" DIAMETER COUNTER-BORED, A307 BOLTS, STAGGERED TOP AND BOTTOM, SEE DETAIL A EL. SEE PLAN a' d T.O. JOISTS ° EL. SEE PLAN AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. A 1 Y" II II CONTINUOUS WATERSTOP, f.0. JOIST LL i Jj TYPICAL ° vTL3x3xY4 SOLID UI L DEPTH BLOCKING; AS f.0. STEEL BEAM , T.O. INTERIOR SHELF EL. SEE PLAN PIPE/TUBE POST I •° I • TJI/LVL FLOOR JOIST I I N i TJI JOIST, SEE PLAN i I WOOD FLOOR JOIST/ROOF RAFTER ° 1 I N?CK THRIEADS A. 070 THRU-BOLTS, t °• (2)-2x CONTINUOUS SILL e L, CONCRETE PIER ' PLATE-PRESSURE TREATED I PREVENT BACK-OFF ® SEE DETAIL AND SCHEDULE 1 Y" JONATHAN SCHLOSS /ARCHITECT A TJI/LVL FLOOR JOISTS OR WALL ON S-502 FOR REINFORCING �? ° " I I 277 BROADWAY WEB BLOCKING AT TJI JOISTS SIZE AND SPACING ° Y DIAMETER A307 ANCHOR I • �' • BOLT, (2) EA. PLATE; LOCATED I 13TH FLOOR PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER i WITHIN 12" OF CORNERS, 7" 3�6 nP NEW YORK, NEW YORK 10007 BEAM BLOCKING (IUS ® WOOD FLOOR FINISHES. I MINIMUM EMBEDMENT. T 212 213 5546 MIU ® STONE/TILE FLOOR FINISHES) A-A F 212 202 7935 TYPICAL DETAIL TYPICAL WOOD POST TYPICAL DETAIL AT STEEL POST TYPICAL STEEL PIPEZTUBE POST BRACING STRUCTURAL ENGINEER: LVL TJI TO STEEL BEAM ON CONCRETE WALL OR PIER (WITH UPLIFT) ON FOUNDATION WALL AT WOOD FRAMED FLOOR LEVELS SILMAN WITH TOP PLATE N.T.S. NOTES: N.T.S. N.T.S. 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 N.T.S. 1. EXTERIOR BEARING WALL NOT SHOWN FOR CLARITY. T 212 620 7970 2. ALL LIGHT GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MECHANICAL ENGINEER: MEMBERS SHALL BE-HOT DIPPED GALVANIZED. SEE GENERAL NOTES. JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 %16 - Y" CAP PLATE Y4" CAP PLATE SHEAR THROUGH - STANDARD AISC SINGLE STANDARD AISC SINGLE I PLATE V6" PLATE SHEAR CONNECTION PLATE SHEAR CONNECTION I I THICKNESS MIN. MIN. THICKNESS, tp--5/16" MIN. THICKNESS, tp=�16" I 1 STEEL BEAM - STEEL BEAM STEEL BEAM Y" THICKNESS OF OF STEEL POST I SHEAR PLATE=tp 10 o f I o I I o I I I I I Y" DIA. BOLTS IN SSLT I �F N�wr I I O OI I 110 I 110 > HOLES AT 3" O.C., TYP. I I I STEEL POST OF N" DIA. NOMINAL LID CAPACITY CAPACITY CAPACITY N 5" -5" A5 BOLTS BEAM DEPTH CV Jcn J a II�IiIII-I(IIIII IIII�II N cp " BENT NJSTEEL SADDLE PLATE TYPICAL iIIIIII IIIIII N TYP". IIIII IIIII III *r�4 q�.Q �ES8K � ., ;v 5" STEEL POST F 25.1K 25.1K 25.1K2 8", 10" 5.5" 5" (1) Y2- DIA. A307 TRU-BOLSTEEL POST p p 2" I i A 98 $TIRB BKLTMCK � '/�) tP MIN. � t MIN. tP MIN. 3 12", 14" 8.5" 44.2K 44.2K 44.2K 2" 2" THREADS TO PREVENT O 4 16" 11.5" 63.3K 63.3K 63.3K LVL/PSL/LSL BEAM TUBE COLUMN TUBE COLUMN COLUMN 5 18" 14.5" 821-OK 82.OK 82-OK N W 3" 2" 2 Y 6 as.4K oo.oK oo.oKTHROUGH PLATE CONNECTION SINGLE PLATE CONNECTIONS . L 1.OK .OK .OK 8 .5" 12-6-OK 137.OK 137-OK 24", 27" 20.5" z FACE OF SUPPORT 0'-3" MAX. OAK BLOCKING X Y BENT STEEL po 5�) 4 30" 23 I I I I 1YZ" 9 33" 26.5" 1-41-OK 155.0K 155-OK SADDLE PLATE I I CO 1 L I I I F. I I Y" DIA. A307 THRU BOLTS; 1 Y4 TYP I I LVL/PSL/LSL BEAM ( I U-SHAPE " 10 36" 29.5" 1.56-OK 1-721-OK 172-OK NICK THREADS TO PREVENT STEEL PLATE I I 1Y" y4 I I 2 MIN. ( I y i i U-SHAPED %" STEEL PLATE BACK-OFF 11 40"+ 32.5" 171,0K 1,70-OK 1go.O ( I I I %" PLATE �A " END PLATE 3" CENTER-CENTER I I - I I STEEL POST I ' I LET INTO PIPE COLUMN (5 %" WIDE ® 31'2" WIDE BEAM DETAIL A - A BOLT SPACING, TYP. I I I i i Y 7 Y8" WIDE ® 5Y" WIDE BEAMS) III TYP. o _ _ A I 1Y4" REV. 0 ISSUED FOR FILING 2023-11-08 I I 11Y" TYPICAL DETAILS TYPICAL LVLZPSL/LSL GIRDER CONNECTION TO TYPICAL LVL/PSLZLSL GIRDER CONNECTION TYPICAL DETAIL LVL/PSL/LSL BEAM CONNECTION TO TYPICAL CONNECTION DIMENSIONS SINGLE-LIFT STEEL POST TO MULTI-LIFT STEEL POST CONTINUOUS STEEL POST DRAWN BY: MJM N.T.S. N.T.S. CHECKED BY: Ni, RM TYPICAL STEEL BEAM TO STEEL TUBE COLUMN CONNECTION N.T.S. DATE: JULY 18, 2023 SCALE: AS NOTED S �504_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 BEARING WALL ON (2)-2x CONTINUOUS SIMPSON SSP TIE AT PRESSURE TREATED SILL PLATES CONTINUOUS 1Y4" LSL BEARING WALL ON (2)-2x EACH STUD, SEE NOTE 3 i RIM BOARD BEARING WALL ON (2)-2x CONTINUOUS PRESSURE I CONTINUOUS PRESSURE Y" DIAMETER A307 ANCHOR BOLTS TREATED SILL PLATES I i TREATED SILL PLATES SIMPSON SSP TIE AT ! o I AT 4'-0" O.C. EACH STUD, SEE NOTE 3 Y" DIAMETER A307 ANCHOR SIMPSON SSP TIE AT I I FACE—MOUNTED JOIST HANGERS EACH STUD, SEE NOTE 3 I � BOLTS AT 4'-0" O.C. T.O.. . FOUNDATION STEM Y�" DIAMETER A307 ANCHOR CONTINUOUS 1Y4 LSL EL. SEE PLAN �� BY SIMPSON OR APPROVED RIM BOARD SIMPSON L. ANGLE; TYPICAL EQUAL BOLTS AT 4'-0" O.C. BETWEEN BLOCKING AND RIM BOARD T.O. EXTERIOR SHELF CONTINUOUS WATERSTOP, CONTINUOUS WATERSTOP, EL. SEE ARCH. DWGS. TYPICAL f TYPICAL r; TJI/LVL FLOOR JOISTS L. —. — — — — T.O. FINISH FLOOR T.O. FINISH FLOOR ; EL. SEE PLAN T.O. FOUNDATION STEM EL. SEE PLAN _ _ _ _ _ T.O. FINISH FLOOR T.O. JOISTS EL. SEE PLAN T.O. JOISTS T.O. FOUNDATION STEM EL. SEE PLAN EL. SEE PLAN EL. SEE PLAN EL. SEE PLAN T.O. JOISTS WOOD POST— SEE PLAN ( ) .Y O A307 THRU BOLTS, T.O. EXTERIOR SHELF `` T.O. INTERIOR SHELF '• EL. SEE PLAN SEE DETAIL AND SCHEDULE ON 2 " EL. SEE ARCH'L DWGS. -.. EL. SEE PLAN T.O. EXTERIOR SHELF :ti `` g_??? FOR REINFORCING SIZE TJI LVL FLOOR JOISTS NICK; THREADS TO PREVENT •` ��v T.O. INTERIOR SHELF AND SPACING FOR SIZE BACK—OFF EL. SEE ARCH'L DWGS. ° WEB BLOCKING AT TJI JOISTS. TJI/LVL FLOOR JOISTS EL. SEE PLAN (2) Y"0 A325 BOLTS, WEB BLOCKING AT TJI JOISTS r FACE MOUNTED JOIST HANGERS 7x4x AT EACH SIDE EACH SIDE SEE PLANS FOR REINFORCING BY SIMPSON OR APPROVED EQUAL CONTINUOUS "x JOIST DEPTH PSL LEDGER SIZE AND SPACING �•.' (2)-2x CONTINUOUS SILL SEE PLANS FOR REINFORCING WITH WEB STIFFENERS I W/ Y4" DIAMETER HILTI HIT—HY200—R. • PLATE—PRESSURE TREATED SIZE AND SPACING :`�:.`; ® TJI'S — TYPICAL EPDXY ADHESIVE WITH ? EMBEDMENT AT i Yz" DIAMETER A307 ANCHOR BOLTS I FULL DEPTH BLOCKING TO 16" O.C. STAGGERED. PROVIDE A MINIMUM AT 4'-0" O.C.; LOCATE WITHIN MATCH DEPTH OF JOISTS OF (3) THREADED RODS PER LENGTH OF 12" OF CORNERS; 7" MINIMUM LEDGER Y4" STIFFENER PLATE NOTES EMBEDMENT (2)-2x CONTINUOUS SILL NOTES: NOTES: PLATE—PRESSURE TREATED TYP. AT EACH SIDE 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. STIFFENERS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. Y�" DIAMETER A307 ANCHOR BOLTS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. AT 4'-0" O.C.; LOCATE WITHIN 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED OF CORNERS; 7" MINIMUM MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TR DMENT MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOT 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S STEEL BEAM, PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. SEE PLAN RECOMMENDATIONS. RECOMMENDATIONS. FOR SIZE TYPICAL CONNECTION OF WOOD POST TYPICAL DETAIL OF JOISTS BEARING ON TYPICAL DETAIL OF JOISTS PARALLEL TO TYPICAL DETAIL OF JOISTS BEARING ON STEEL BEAM FOUNDATION WALL WITH INTERIOR FOUNDATION WALL WITH INTERIOR ON FOUNDATION WALL WITH LEDGER N.T.S. LEDGE AND STEM LEDGE AND STEM N.T.S. N.T.S. N.T.S. SIMPSON SSP TIE AT I �— BEARING WALL ON (2)-2x CONTINUOUS EACH STUD, SEE NOTE 3 i PRESSURE TREATED SILL PLATES s Y2" DIAMETER A307 ANCHOR BOLTS AT 4'-0" O.C. TOP OF FOUNDATION STEM E I SIMPSON L? ANGLE; TYPICAL BETWEEN EL. SEE PLAN - I LEDGER AND BLOCKING PROVIDE WEB STIFFENERS AT TJI LOCATIONS CONTINUOUS 1Ya" LSL BEARING WALL ON RIM BOARD BEARING WALL ON (2)-2x TOP OF EXTERIOR SHELF FULL DEPTH BLOCKING TO MATCH CONTINUOUS PRESSURE T.O. FINISH FLOOR (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN TREATED SILL PLATES EL. SEE ARCH. DWGS. L — — — I — SOLEPLATE EL. SEE PLAN FULL DEPTH BLOCKING SIMPSON LSTA?? STRAP TIES FLOOR BLOCKING AT BEARING WALL ABOVE T.O. JOISTS TO MATCH WIDTH OF ACROSS STUD ABOVE, RIM LOCATIONS SIMPSON SSP TIE AT • EL. SEE PLAN SIMPSON LSTA ?? STRAPS STUD WALL, TYP. BOARD AND STUD BELOW �; EACH STUD, SEE NOTE 3 Y" DIAMETER A307 ANCHOR • — TIES ACROSS STUD ABOVE, I I TJI/LVL FLOOR JOISTS AT EACH STUD LOCATION I TJI/LVL FLOOR JOISTS I „ BOLTS AT 4 —0 O.C. RIM BOARD AND STUD • CONTINUOUS WATERSTOP, I TJI/LVL FLOOR JOISTS BELOW AT EACH STUD LOCATION i — — — — _ BEARING WALL ON TYPICAL — — — — — — TZ zz, \� L — — — — — — T.O. FINISH FLOOR L• — — T.O. FINISH FL00 T.O. FINISH FLOOR FACE—MOUNTED JOIST HANGERS BY I EL. SEE PLANS (1)-2x CONTINUOUS I EL. SEE PLAN T.O. FOUNDATION STEM EL. SEE PLAN A SIMPSON OR APPROVED EQUAL SOLEPLATE SEE PLANS FOR REINFORCING SIZE ` FULL DEPTH BLOCKING TO I I EL. SEE PLAN T.O. JOISTS AND SPACING MATCH DEPTH OF JOISTS ` EL. SEE PLAN I CONTINUOUS 1Y4" LSL I T.O. EXTERIOR SHELF T.O. INTERIOR SHELF CONTINUOUS 3Y"x JOIST DEPTH PSL LEDGER CONTINUOUS 1Y4" LSL RIM BOARD I RIM BOARD ` EL. SEE ARCH'L DWGS. ' . :. EL. SEE PLAN W/ DIAMETER HILTI HIT—HY200—R r EPDXY ADHESIVE WITH ? EMBEDMENT AT CONTINUOUS (2)-2x TOP PLATE I I TJI/LVL FLOOR JOISTS 16 O.C. STAGGERED. PROVIDE A MINIMUM CONTINUOUS (2)-2x TOP PLATE �„ �. OF (3) THREADED RODS PER LENGTH OF I I SIMPSON H2A TIE AT BLOCKING I WEB BLOCKING AT TJI JOISTS FACE MOUNTED JOIST HANGERS BY SIMPSON LEDGER TO EACH STUD, ALIGN BLOCKING I SEE DETAIL AND SCHEDULE ;, :. `: NOTES: BEARING WALL; SEE PLAN I OR APPROVED EQUAL WITH WEB STIFFENERS PROVIDE WEB STIFFENERS AND STUD AS REQUIRED ON S-502 FOR REINFORCING (2)-2x CONTINUOUS SILL AND GENERAL NOTES AT TJI LOCATIONS ; I ® TJI S — TYPICAL SIZE AND SPACING. v PLATE—PRESSURE TREATED 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DEI•AILS. BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH 1/2" DIAMETER A307 ANCHOR 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED AND GENERAL NOTES DEPTH OF JOISTS BOLT, (2) EA. PLATE; LOCATED MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE: GENERAL NOTES. WITHIN 12" OF CORNERS, 7" SIMPSON H2A TIE AT EACH JOIST MINIMUM EMBEDMENT. JONATHAN SCHLOSS /ARCHITECT 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE TO STUD, ALIGN JOIST AND 277 BROADWAY NOTE• PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S STUD AS REQUIRED COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, 13TH FLOOR RECOMMENDATIONS. NOTE: SEE ARCH & MEP DRAWINGS. NEW YORK, NEW YORK 10007 SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. T 212 213 5546 TYPICAL DETAIL OF JOISTS PARALLEL TYPICAL DETAIL JOISTS BEARING ON WOOD WALL TYPICAL DETAIL WOOD BEARING WALL F 212 202 7935 N.T.S. WITH PARALLEL JOISTS STRUCTURAL ENGINEER: TO FOUNDATION WALL WITH LEDGER N.T.S. SILMAN N.T.S. 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 T212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET ROOF RAFTERS sulrE 1700 NEW YORK, NY 10004 T 212 487 3272 ROOF RAFTERS SIMPSON LSTA ??STRAP THRU SIMPSON LSTA ??STRAP THRU DECKING TO RAFTER AND THRU DECKING TO RAFTER AND THRU WALL SHEATHING TO STUD WALL SHEATHING TO STUD " T.O. JOIST " T.O. JOIST CONTINUOUS 1Y4 CONTINUOUS 1Y RIM BOARD; TYPICAL + + + + // EL. SEE PLAN RIM BOARD; TYPICAL + + + + // EL. SEE PLAN SEE NOTE 1 / SEE NOTE 1 / + + + + // + + + + // / / OF NE z + + + + .,000 + Z + + + + // �� co c- // c- // R t� c-- + + + / + + + + + / GYPSUM WALL BOARD * 4 m ORIENTATION OF CORNER STUD 2 MAY VARY PJLGYP FACE MOUNTED JOIST HANGERS ' ! � PLYWOOD RSHEATHING GYPSUM WALL BOARD OR CONTINUOUS (2)-2x TOP PLATE BY SIMPSON OR APPROVED EQUAL CONTINUOUS (2)-2x TOP PLATE SEE SCHEDULE FOR FLOOR FRAMING FLOOR FRAMING SHEAR WALL TYPE IN LEGEND \_ SEE SHEAR WALL SCHEDULE SEE SHEAR WALL FULL DEPTH BLOCKING AT 4'-0" O.C. 16d NAILS ® FOR NAILING PATTERN EXTERIOR PLYWOOD 16d NAILS 0 24"o/c SCHEDULE FOR � AT EXTERIOR FRAMING FOR MINIMUM SIMPSON H2A TIE 0 EACH ROOF RAFTER 24 O.C. SHEATHING 16d NAILS ® 24" O.C. NAILING PATTERN OF THREE BAYS OF FRAMING; LAP WITH TO WALL STUD, ALIGN RAFTER & STUD i EXTERIOR PLYWOOD SHEATHING RAFTER AT RAFTER BEARING LOCATIONS; AS REQUIRED i TYPICAL _ SIMPSON H2A TIE AT EACH ROOF RAFTER Ll SEE SHEAR WALL SCHEDULE TO WALL STUD; ALIGN RAFTER & STUD WOOD STUD FOR NAILING PATTERN 1 l AS REQUIRED ORIENTATION OF CORNER STUD 16d NAILS 0 24"o/c EXTERIOR PLYWOOD BEARING WALL; NOTES: BEARING WALL; MAY VARY SEE PLANS AND GENERAL NOTES 1. PROVIDE LSL RIM BOARD AT TJI/LVL SEE PLANS AND GENERAL NOTES __INSIDE CORNER OUTSIDE CORNER 'T' — INTERSECTION SHEATHING FLOOR FRAMING LOCATIONS. TYPICAL DETAIL RAFTERS BEARING ON WALL TYPICAL DETAIL RAFTERS BEARING ON WALL WOOD SHEAR WALL CORNER & 'T' INTERSECTION - PLAN f SECTIONS REV. 0 ISSUED FOR FILING 2023.11-08 PARALLEL JOISTS PERPENDICULAR JOISTS N.T.S. N.T.S. N.T.S. TYPICAL DETAILS DRAWN BY: MJM CHECKED BY: NL, RM DATE JULY 18, 2023 SCALE: AS NOTED Sm505_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 �A NEW WOOD JOIST BEARING WALL ON FULL DEPTH BLOCKING TO MATCH _ _ _ (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN CONT. 3Y" x JOIST DEPTH WOOD PSL SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE LEDGER W/ Y" DIA. HILTI THREADED RODS LOCATIONS WITH HIT-HY200-R FOR CONCRETE OR HY270 FOR CMU ADHESIVE ® 4" O.C. SIMPSON H2.5A TIE BETWEEN SIMPSON LSTA 77 STRAPS IN FROM EACH END OF WALL/ BLOCKING AND TOP PLATE; FULL DEPTH BLOCKING AT ::�, » TYPICAL; ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS TIES ACROSS STUD ABOVE, I TJI/LVL FLOOR JOISTS NEW LEDGER, AND AT 16 O.C. STAGGERED AND STUD IG REQUIRED RIM BOARD, STUD BELOW i IN-BETWEEN. PROVIDE A MINIMUM OF (3) AT EACH STUD LOCATION; AND HEADER AT EACH I THREADED RODS PER LENGTH OF LEDGER, SEE GENERAL NOTES STUD LOCATIONLJ I L• —.— ,— ,—, —•— •—•_ • — , T.O. FINISHED FL FACE MOUNTED JOIST ?? EMBEDMENT FULL DEPTH LVL PROVIDE WEB STIFFENERS AT ENGINEER TO VERIFY REQUIRED'I EL. SEE PLAN HANGER BY SIMPSON ? TJI LOCATIONS; TYPICAL AT EACH LSTA STRAP LENGTH, OR APPROVED EQUAL BLOCKING EACH SIDE SIDE OF TJI MEMBER OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT ALTERNATE STRAP CS IS ACCEPTABLE A NEW OR EXISTING CONCRETE WALL EACH STUD LOCATION; TJI LOCATIONS; TYPICAL AT EACH SEE GENERAL NOTES SIDE OF TJI MEMBER 1Y4" LSL RIM BOARD T.O. JOIST RAFTER _ _ _ ___ _ _ _ _ _ _ _ __ _ __ ___ ___ __ T.O. JOIST RAFTER CONTINUOUS - --�`t EL. SEE PLAN EL. SEE PLAN � I CONTINUOUS (2)-2x I I ~ TOP PLATE I I PROVIDE WEB STIFFENERS AT TJI LOCATIONS 4" 16" 16" 16" 16" 2" CONTINUOUS (1)-2x I I SIMPSON H2A TIE AT EACH JOIST TJI/LVL FLOOR/ROOF FRAMING SOLEPLATE I I TO STUD, ALIGN JOIST AND I SIMPSON H2.5A TIE BETWEEN EACH STUD AS REQUIRED I TJI/LVL FLOOR/ROOF FRAMING JOIST AND TOP PLATE; TYPICAL; CONTINUOUS (2)-2x TOP PLATE; I ALIGN FRAMING AND STUDS AS REQUIRED L X I I I ' �— FULL DEPTH BLOCKING BETWEEN SHEAR WALL; SEE SHEAR WALL I ELEVATION TO MATCH SIMPSON H6 TIE BETWEEN BEARING WALL ELEVATION •': FRAMING IN PLANE SCHEDULE I M _ _ __ _ __..___ OF WALL; BLOCKING TO ••'I EACH STUD AND HEADER (TYP.) _ -f'�— IL MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; I I 2" ELEVATION TO MATCH I I LVL/PSL OR BUILT-UP 2x HEADER; SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION SEE PLAN FOR SIZE & LOCATION WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP — ATATES EACH SDTUDS DS; TYPICAL SECTION A-A � SIMPSON H6 TIE BETWEEN TOP PLATES AND STUDS; TYPICAL TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL TYPICAL DETAIL PERPENDICULAR FLOOR FRAMING TYPICAL DETAIL JOISTS BEARING ON CMU PARALLEL TO FLOOR f ROOF FRAMING PERPENDICULAR TO FLOOR/ROOF FRAMING Q WINDOWZDOOR OPENING OR CONCRETE WALL WITH LEDGER N.T.S. N.T.S. N.T.S. N.T.S. FASTENING OF FLOOR PANELS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES TJI 1 RIM BOARD 1 TJI It JOISTS 110 210 230 OR 360 560 ALLOWABLE HOLES - TJI® JOISTS A� NAIL SIZE 110, 210, 360 AND 1Y" TIMBERSTRAND a LSL CROLLAM L PARALLAM a s " OR " " " » » » a 9VZ OR 14 OR � OR 14 OR 18 OR » 14 OR 18 OR AND 230 560 LEVEL I TIMBERSTRAND a LSL OR WIDER PSL DEPTH 117�w 14 11�» 16" 11716" 16" 20" 11 16" 20" MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B 1Y2" HOLE MAY BE CUT NO FIELD DO NOT CUT HOLES CUT HOLES LARGER THAN 1)Z" IN ANYWHERE IN WEB OUT- 8d (0.131" x21¢") 4" 3" 6" 4" 3" 3" 3" FILLER BLOCK (1) 2X6 2X8 2X6 + %" 2X8 + %" 2X6 + 2X8 + X" 2X12 + )i" 0 2X6TWO 2X8 TWO IN HATCHED CANTILEVER SIDE OF ATCHED ZONE 10d (0.148"x 3"), 12d (0.148"x V4") 4" 4" 6" 4" 4" 4" 4" (DETAIL H2) SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2X12 ZONES 16d (0.162"x 31�") 6" 6" 16" 6"L2) 6"L2) 8" 6" CANTILEVER 2X6 2X10 2X6 + %" 2X10 + %" 2X6 + )�" 2X10 + Xz" NOT NOT �- a4aa DO NOT (1) ONE ROW OF FASTENERS PERMITTED (TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4 ON-CENTER SPACING AND MAINTAIN FILLER 4'-0" 6'-0" SHEATHING SHEATHING SHEATHING SHEATHING ! CUT OR NOTCH FLANGE. " (DETAIL E4) LONG LONG 4'-0" LONG 6'-0" LONG 4'-0" LONG 6'-0" LONG APPLICABLE APPLICABLE s" 0 `V"� b ad 6" " OT JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST Y2" AND STAGGERED. " " (1) » n 7 » » CLOSELY GR UPED ROUND (2) CAN BE REDUCED TO 4 ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1%6 (TO AVOID SPLITTING). (DETAIL F1 OR Y4 Y OR 1 NET 2X6 2X8 2X12 6" L i 2 x Di Di HOLES ARE PERMITTED IF L 2 x L2 D2 6" 6" • RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND 6" ON-CENTER ALONG PANEL EDGE. • 14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D TAIN A» MINIMUM(APPLIES To ALL HOLES THE GROUP PERIMETER MINIMUM 1IF GAP AT TOP FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113" X ;V2-) NAILS IF MINIMUM PENETRATION OF 1" JOIST; SEEESSARYDETAIL,W. FILLLER ANDEBACKERANDBACKER BLOCK LENGTHS SHOU DBLOCK HEIGHTOACCOMO AE R QUIREDFACE MOUNTSNAILNG WAND IITHOUT SPLITTING (112"DF EXCEPT KNOCKOUTS) MEETS REQUIREMENTS FOR ABOVE. INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. ROUND OR SQUARE MINIMUM FOR BACKER BLOCKS AND 24" MINIMUM FOR FILLER BLOCKS). HOLES. • ILEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL. CONTACT POINTS • MAXIMUM SPACING OF NAILS IS 18" ON-CENTER FORDO NOT BETWEEN PANELS AND FLOOR FRAMING. Tile JOISTS. TABLE A - END SUPPORT CUT HOLES IN CANTILEVER MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. • NAILING ROWS MUST BE OFFSET AT LEAST AND STAGGERED. JOISTS MUST BE LATERALLY SUPPORTED AT CANTILEVER AND END BEARINGS BY BLOCKING JOIST ® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PANELS, HANGERS, OR DIRECT ATTACHMENT TOA TJI DEPTH RIM BOARD OR RIM JOIST. 2" 3" 4" 5" 6v" 7" EW 11" 13" 2" 3" 4" 5" 6v" 7" 87/8" 11" 13" SAFETY BRACING (1X4 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" 210 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" MINIMUM) AT 8' ON-CENTER (6' 9Y2• SILENT FLOOR a JOIST FRAMING DOES ON-CENTER FOR TO 110 JOISTS) 230 1'-0" 2'-0" 2'-s" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" NOT REQUIRE BRIDGING OR MID-SPAN AND 360 1'-6"12'-0" 3'-0" 4'-0" 6'-0" 1'-s" 2'-6" 3'-6" 5'-0" 5'-6" EXTENDED TO A BRACED END WALL. 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-0" 1'-0' 1'-0" 1'-6" 2'-6" 4'-6" 4'-6" 6'-0" BLOCKING E1 FASTEN AT EACH JOIST WITH 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-6' 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 6'-6- TWO/16D D (0.113" X 2.�') NAILS MINIMUM 1I�" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-6"15'-6" 7'-0" (SEE WARNING). 360 1'-0" 1'-0" 1'-6'12'-6- 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 6'-6" 7'-6" 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" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6" 8'-6- DO NOT BEVEL CUT H2 14" 230 1'-0" 1'-0" 1'-0" 1'-0' 1'-6" 2'-0' 3'-6" 6'-6" 1'-O" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0' 9'-0' JOIST360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 6'-6" 8'-0" 9'-6" BEYOND INSIDE FACE RIM BOARD JOINT Al 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0' 1'-0" 1'-6" 3'-6" 6'-6" 7'-0" 9'-0" O'-0" OF WALL. BETWEEN JOISTS 210 1'-O" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-6" 8'-0"10_6' E2 DO NOT OVERHANG SEATr " r r ~ r " , » 230 1 -0" 1 -0 1'-0" 1'-0" 1 -0" 1 -0 2-0" 4'-0" 6'-6 1 -o' 1'-0" 1'-0" 1 -0" 3'-O" 3'-6" 7-0" 9'-0" 1'-0" • CUTS ON BEAMS BEYOND THE 16 iso 1'-0" 1'-0' 1'-0" 1'-0w 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 0'-0~ 1'- A3 s" • ,• .. '•, INSIDE FACE OF SUPPORT 5so 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" s'-s" o'-o" 1'-0' 1'-0" 1'-0" 1'-s" 5'-0" s'-o" o'-o" 1'-0' 2'-0" • .• [:::� MEMBER. 4" 1 5' 6' 7" 8' 10' 12" 15" 17' 4" 5' 1 6' 7' 8" 10" 12" 15' 17' 18" 360 1'-0" 1'-0" 1'-0" 1'-0' 1'-0' 2'-0" 5'-0" 0'-0" 1'-0' 1'-0" 1'-0' 3'-0' 5'-0" 0'-0" 1'-0~ 3'-6~ JONATHAN SCHLOSS (ARCHITECT • ,•' 560 1'-0" 1'-0" 1'-0" 1'-0' 1'-0" 1'-0" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 1'-0" 2'-0" 4'-6" • 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0"10'-6- 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 1'-6" 4'-0" 5'-6" 277 BROADWAY CS 560 1 1'-0" 1'-0"11'-0'1 1'-0" 1'-0" 1'-0" 1'-0" 7'-0"11'-0-1 1'-0" 1'-0" 1'-0" 1'-0" 4'-0' 9'-6" 12'-6' 4'-6" 5'-6" 13TH FLOOR TJI® rim joist •' • » 1 a TIMBERSTRAND$ LSL OR TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT NEW YORK, NEW YORK 10007 • ILEVELa 1)6" RIM BOARD. T 212 213 5546 • L3 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT F 212 202 7935 A2 JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" W; 7" EW 11' 13" 2" 3" 4" 5" 6Y2" 7" 8Y8" 11" 13" STRUCTURAL ENGINEER: • B1 L1 DEPTH 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" H 19Y2» 210 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" 2'-0' 3'-0" 4'-0" 6'-0" 7'-0" 32 OLD SUP, 10TH FLOOR 230 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-6" 3'-0" 4'-6" 6'-6" 7'-6" NEW YORK, NEW YORK 10005 B2 360 3'-0" 4'-0" 5'-6' 6'-6" 9'-0' 3'-0" 4'-6" 5'-6" 7'-6" 8'-O" T 212 620 7970 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" 210 1'-0" 1'-0" 2'-0' 3'-0" 4'-6" 5'-0` 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 7'-6" 8'-0" 0'-0" L5 11%" 230 1'-0" 2'-0' 2'-6" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 8'-6" 0'-0" MECHANICAL ENGINEER: •• B3 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6"1 1'-O" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6"11'-0" JMV ENGINEERING 560 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 2'-0" 3'-0' 4'-6" 6'-0-18'-0-10'-6-11'-0-12'-0- 1 37 WEST 39TH STREET 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6"14'-6"18'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0"12'-0' O SURE 703 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0"10'-0"12'-6" E34 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-6" O'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 0'-6" 3'-0" NEW YORK, NEW YORK 10018 USE B 1 OR B2 AT " " " T 212 852 9855 INTERMEDIATE BEARINGS WIT iso 1 -0" 1'-0" 2-0 3'-6' S-s 6'-0" 8'-6" 2'-6" 1 -0 2'-0 4-0" 5-6" 9'-0" o-0 2'-0" 4'-0" LOAD BEARING OR SHEAR 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6-13'-6- 1'-0" 3'-0" 5'-0" 7'-0" 0'-0" 1'-0" 3'-6" 5'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 5'-6" 9'-6-12- 6- 5'-6" LANDSCAPE DESIGNER: WALL FROM ABOVE » 230 AT CENTERLINE 1'-0" 1'-0"11'-0"1 1'-0" 1'-6" 2'-0" 4'-0" 6'-6"10' 1'-0" 1'-0" 1'-0" 2'-s" 5'-0" s'-o" o'-s" 3'-0" s'-o" END JOISTS 16 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" s'-6" 0'-0" 3'-s" STARR WHITEHOUSE LANDSCAPE ARCHITECTS , , r , w , w , a r » , a , OF SUPPORT BRACED END WALL - 560 1'-0' 1rr w 80 BROAD STREET-o" 1 -0 1 -0 2-s 3-s 7-o" 1 -o" 5-O" 1 -0 1 -0 3-s 5-s 9-O 0-O" 4'-s" s'-o" 8'-0" SURE 1700 SEE NOTE 3 UNDER 4" 5" 6' 7" 8" 10' 12' 15' 17" 4' 5' 6' 7' 8' 10' 12` 1 15" 17" WARNING NEW YORK, NY 10004 i \ 18" 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" 6'-0" 9'-0" 5'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0"14'-6-16'-6"19'-6" T 212 487 3272 H1 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 0'-0" 6'-6" 1'-0" 3'-6" 6'-0" 8'-6"11'-6"16'-6"18'-0"20'-0" O • , r n , , w r w r r w r 20" 360 1'-0" 1.-0" 1 -0" 1'-0'. 1 -0 3-0" 6'-0'11'-0' 5'-6" 1'-0"1 1 -0 1 -6 4-0" 7-0 2'-6"16'_6_" 9-0" 1'-0" Oi 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6",12'-0" 6'-0" 1'-0" 1'-0" 3'-0"16'-0", 8'-6" 4'-0" 17'-6' 9'-6" 0'-6" O ° � RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. p ° • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE Y6" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. O �'� • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. L4 CI \� �''� • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE a ! - EXTERIOR DECK LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. '� . �*A0/ ,• LA ATTACHMENT • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT (LEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD '" �' • STRUCTURAL CONDITIONS OR HOLE CONFIGURATIONS USE (LEVEL® TJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. O SHEATHING DO NOT USE SAWN LUMBER p FOR RIM BOARD OR O BLOCKING, AS IT MAY ALLOWABLE HOLES - HEADERS AND BEAMS O SHRINK AFTER USE ONLY PROTECT UNTREATED WOOD O INSTALLATION. ENGINEERED LUMBER. 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES CONCRETE w1J� H3 2 X DIAMETER OF THE KNOCKOUTS AT O 3 APPROXIMATELY 12" LARGEST HOLE (MINIMUM) ON-CENTER ,,IF NE Ys DEPTH ALLOWED HOLE ZONE W r soft WIN BEARING PLATE TO BE 41014Sr — ----- -- ------7/— FLUSH —FLUSH WITH INSIDE FACE ® ___O___ ___O_____ _ OF WALL OR BEAM o L. Silent Floor® 0 0 0 0 HEADER OR BEAM MAXIMUM ROUND DEPTH HOLE SIZE 9$88 3" $81C1 � 8" 83�" 14"-16" 4%" GENERAL NOTES SEE ILLUSTRATION FOR ALLOWED HOLE ZONE TJI ® JOIST NAILING REQUIREMENTS AT BEARING RIM TO TJI® JOIST INSTALLATION TIPS ° ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH 3%' WIDE TJI®RIM JOIST: SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, UNIFORM AND/OR CONCENTRATED LOADS. TJI$ JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI a JOIST 174" TIMBERSTRANDa LSL OR ILEVEE TOE NAIL WITH 10D BUT MAY NOT BE REQUIRED. • ROUND HOLES ONLY (LOAD BEARING WALL ABOVE) 176" RIM BOARD OR 1," WIDE TM (0.128" X 3") NAILS, ONE • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 1Y4" TIMBERSTRANDa LSL OR ILEVELa RIM JOIST: ONE 10D (0.128" X 3") EACH SIDE OF TJI a ONE SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED 1)b" RIM BOARD. ONE 10D (0.128" X 3") NAIL NAIL INTO EACH FLANGE FLANGE 3h" WIDE TJIa VERTICAL LOADS (DETAILS B1 AND B2). PACKING OUT THE INTO EACH FLANGE FLOOR JOIST WEB OF A TJIT JOIST NOT A SUBSTITU EFOR SQ AS (TH WEB FHBLOCKS ORBLOCKING GPANELS. OTHER I LEVELS TR U S J O I STP HEADERS AND BEAMS 2 7;6" - 2 '916" WIDE$TJl RIM ONE 8D (0.113" X 21¢") JOIST: ONE 16D (0.135" X 3�") WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING MICROLLAM It LVL NAIL INTO EACH FLANGE 3j2" WIDE TJIa PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH NAIL EACH SIDE. DRIVE � 1.3E TIMBERSTRAND a AND PARALLAM a PSL NAILS AT AN ANGLE AT » RIM JOIST OF THE WALL FOR PLUMBING OR HVAC. LSL HOLE ZONE HOE ZONE 2 X DIAMETER OF THE LEAST 1h" FROM END. - 1� MINIMUM BEARING LARGEST HOE (MINIMUM) Y3 DEPTH LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP VIEW ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). I DO NOT CUT, NOTCH OR DRILL 1-" MINIMUM BEARING AT END ALSO SEE DETAIL B2 HOLES IN HEADERS OR BEAMS SUPPORT; 31¢" MINIMUM AT BEAM ATTACHMENT AT BEARING ——— __,. ———, EXCEPT AS INDICATED IN INTERMEDIATE SUPPORT d o J o o ILLUSTRATIONS AND TABLES. SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO ° 1)a" TIMBERSTRAND ' LSL OR II REV. 0 ISSUED FOR FlUNG 2023-11-08 FLOOR PANEL NAILING SCHEDULE IL.EVELa 1)�" RIM BOARD. ii MICROLLAM a LVL AND _ II PARALLAM a PSL HEADER OR BEAM MAXIMUM ROUND TYPICAL DETAILS A� ALLOWED HOLE ZONE DEPTH HOE SIZE DRIVE NAILS AT AN SEE FRAMING PLAN (IF APPLICABLE) OR SHIFTED JOIST LJ ADDITIONAL MIDDLE A SPAN 06" 1" ANGLE TO MINIMIZE ILEVEL WAMER'S POCKET GUIDE FOR PLUMBING DROP JOIST a %" " 1y4" DRAWN BY. T11.25;ONE 10D (0.128" X 3") NAIL SPLITTING OF PLATE MINIMUM END AND INTERMEDIATE d 1.3E TIMBERSTRAND LSL ALLOWED HOLE ZONE d 7Y4 - 20 2» MJM EACH SIDE OF MEMBER AT BEARING, BEARING LENGTHS. SEE ILLUSTRATION FOR ALLOWED HOLE ZONE CHECKED BY: NL, RM U¢" MINIMUM FROM END DATE: JULY 18, 2023 GENERAL NOTES SCALE: AS NOTED • ALLOWED HOE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. • ROUND HOLES ONLY • NO HOLES IN CANTILEVERS. NO HOES IN HEADERS OR BEAMS IN PLANK ORIENTATION. S �506_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS %", 2X_ STUD WALL AT WHEN SHEATHING THICKNESS EXCEEDS %", TRIM SHEATHING TONGUE AT RIM BOARD 16" ON-CENTER TRIM SHEATHING TONGUE AT RIM BOARD LOAD BEARING OR SHEAR WALL ABOVE INTERMEDIATE BEARING PLATE NAIL - 16D (0.135" X A") AT 16" PLATE NAIL - 16D (0.135" X 3�Z'� (MUST STACK OVER WALL BELOW) ON-CENTER* AT 12" ON-CENTER NO LOAD BEARING WALL ABOVE LOAD PLATE NAIL ABOVE PLATE NAIL FLOOR PANEL NAIL - 8D (0.131" X ?Xz") AT WEB STIFFENERS 6" ON-CENTER* FLOOR PANEL NAIL - BLOCKING PANEL REQUIRED EACH SIDE BLOCKING PANEL 6D ON 10ENTER ") AT 2X4 MINIMUM SQUASH AT 133W BLOCKING PANELS MAY BE REQUIRED WITH SHEAR WALLS ABOVE BLOCKS OR BELOW (SEE DETAIL �s 1 1�" RIM BOARDRD.. I 6 • 1 Y" TIMBER *D$ LSL OR ILEVEI " 1 Y" TIMBERSTRANDB' LSL OR ILEVEt 1 I 81) \` ' RIM BOARD.* i 12" TOE NAIL " " " B 1 B 1 W I : 1/1 s" TOE NAIL - 10D (0.128" X 3' AT 6" MIN. TOE NAIL - 10D (0.128 X 3 ) AT 6 M TOE NAIL ON—CENTER* ON—CENTER 4 BOUNDARY NAILING — WEB STIFFENERS 2X4 MINIMUM TJI" RIM JOIST 8D (0.131" X A") REQUIRED EACH SIDE SQUASH BLOCKS *CONVENTIONAL CONSTRUCTION CODE AT 4" ON—CENTER* INSTALL PROPER BLOCKING TO SUPPORT ALL AT 131W AND B2W PANEL EDGES MUST HAVE 14" MINIMUM JOIST MINIMUM FOR USE WITH A3 ONLY. SEE Al ATTACH BLOCKING PER A3 DETAIL. A2 BEARING AT ENDS. ATTACH RIM A3 A3.1 A3.2 A3.3 ILEVEL FRAMER'S POCKET GUIDE FOR A3.4 *SEE ILEVEL FRAMER'S POCKET GUIDE FOR B2 B2W B3 B3W CS USE 2X4 MINIMUM SQUASH BLOCKS TO JOIST PER A3 DETAIL. A3.1 - A3.3 INSTALLATION SPECIFICATIONS. ADDITIONAL INSTALLATION SPECIFICATIONS. TRANSFER LOAD AROUND TJI ® JOIST 1Y" TIMBERSTRANDa LSL OR ILEVEP 1X" » " 7 " 8 DIAMETER MAXIMUM HOLE FOR 8 DIAMETER MAXIMUM HOLE FOR tlr� - 16" RIM BOARD. NAIL TO BLOCKING WITH WEB STIFFENERS 11 6" - 16" DEEP BLOCKING PANELS; 4'�0" LENGTH OF 6'-0" LENGTH OF TJI® JOIST DEEP BLOCKING PANELS; 6" DIAMETER MAXIMUM CONNECTIONS EQUIVALENT NAIL THROUGH 2X-CANTILEVER, WOOD BACKER AND ;� 8 DIAMETER MAXIMUM HOLE FOR TO FLOOR PANEL SCHEDULE. TJI JOIST WEB WITH 2 ROWS 10D REQUIRED BOTH 6" DIAMETER MAXIMUM FOR BLOCKING Y4 REINFORCEMENT 11%" — 16" DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLOCKING PANELS 97 " DEEP OR SHORTER » BLOCKING p » „ SIDES AT E1W " BLOCK. USE 4-0 LENGTH WITH THAN 12 LONG. 1 Ya TIMBERSTRAND LSL OR ATTACH REINFORCEMENT TO JOIST WITH PANEL (0.148 X 3 ) NAILS AT 6 PANELS � DEEP OR SHORTER THAN ON ONE SIDE AT E2, 6 DIAMETER MAXIMUM FOR BLOCKING p 7 » ILEVEL 1 A* RIM BOARD:$ ONE 8D (0.131" X 2Y-) NAIL AT EACH ON—CENTER, CLINCHED. USE 12" LONG. BOTH SIDES AT E3 PANELS 9Y2 DEEP OR SHORTER THAN 9Y AND 11x13 $fJl JOISTS. DO NOT CUT FLANGES. CORNER 16D (0.135" X 3y2") NAILS WITH DO NOT CUT FLANGES. 12" LONG. ATTACH REINFORCEMENT TO HORIZONTAL BLOCKING PANELS F�NGE WIDTHS. TJI -v JOIST DO NOT CUT FLANGES. JOIST WITH ONE 8D (0.131" X • 1 Y" TIMBERSTRAND LSL OR a 2VZ") NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO TOP PLATE WITH CONNECTIONS 1 Am TIMBERSTRAND`T LSL OR ILEVEL 1 A" RIM BOARD. EQUIVALENT TO FLOOR PANEL p ILEVEL 1 X" RIM BOARD: 12" LENGTH OF Y4" SCHEDULE. REINFORCEMENT ON F1 APPLIES TO ONE SIDE AT E5, UNIFORMLY i ATTACH REINFORCEMENT TO JOIST WEB WITH 12" LENGTH OF �" A 3 ROWS 10D (0.148 X 3 ) NAILS AT 6 BOTH SIDES AT E6 LOADED JOISTS • TTACH REINFORCEMENT ON-CENTER, CLINCHED. USE 2 ROWS WITH 9Yz" FULL DEPTH VERTICAL REINFORCEMENT ON ONLY. TO JOIST WITH 8D (0.131" X 21 ") AND 1 Ye" TJI ' JOISTS. BLOCKING BETWEEN ONE SIDE AT E7, NAILS AT 6" ON-CENTER. WHEN EACH JOIST BOTH SIDES AT ES WOOD BACKER v!� o0yl " $ NAILS. BOTH SIDES, STAGGER 1 74" TIMBERSTRAND LSL OR ILEVEL 1 A� RIM BOARD. CLOSURE, FACE GRAIN !� p�.\N` LESS THAN 5" LESS THAN 5" \� Ft TYPICAL HORIZONTAL 1I ' l��\F0o E 1 E 1 E2 E3 E4 NOT FOR USE WITH 3%"TJI®JOIST FLANGE WIDTHS EXTERIOR DECK ATTACHMENT OPTION #1: WEB STIFFENER ATTACHMENT STRUCTURAL EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALLTJI a JOIST BLOCKING WITH END GAP. SHEATHING BLOCKS INSTALLED AT Y3 JOIST-SPAN FILLER BLOCK: ATTACH WITH TEN CONTACT SURFACES SD LOCATIONS USING / /8" MINIMUM 10D (0.128" X 3 )" NAILS, HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 16D (0.135" FLASHING NAILS OR OF 60% OF JOIST DEPTH X 3y2") BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. 2,)j" SCREWS, SIDE WITH 3,�' TO JOIST MAXIMUM Y4" OVERHANG Q TYPICAL (1Y2„ FOR o THREE 8D (0.113” X ") NAILS FLANGE WIDTHS. USE FIFTEEN BACKER BLOCK: INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_ LEDGER S M TO TOP FLANGE TIGHT TO �p\� �.• TJI 560 CLINCHED. THREE 16D 0.135" X 3y�") NAILS WITH TJI ' JOIST DEPTHS BOTTOM FLANGE WITH FACE 0 JOIST) NAILS AT 3 TJI$ JOIST FLANGE GREATER THAN 16". WIDTHS. MOUNT HANGERS. ATTACH WITH i SEE FASTENER 1Ya" TIMBERSTRAND 1 WEB STIFFENER EACH SIDE. SEE TEN 10D (0.128 X SIB NAILS, TABLE BELOW. MAINTAIN LSLa OR ILEVELa 1713" SIZES BELOW. II CLINCHED WHEN POSSIBLE. ;y . 2" DISTANCE (MINIMUM) FROM RIM BOARD. OPTION #2: • `" EDGE OF LEDGER TO FASTENER. 2X_ STRAPPING INSTALLED AT 75 I W I TIGHT FIT TOP FLANGE HANGER ` JOIST-SPAN LOCATIONS USING TWO 2%* f--t N SCREWS PER JOIST, TYPICAL q BACKER BLOCK ALLOWABLE LOAD FACTORED RESISTANCE LBS FACE MOUNT HANGER BOTH SIDES OF WEB WITH FASTENER 1 y4 TIMBERSTRAND LSL ILEVEL 0 1y» RIM BOARD OPTION�3: SINGLE TJI JOIST RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE %" LAG BOLT 400 / 630 N.A. / N.A. 1N" %" X 20W MINIMUM 2We" �" X 2W6" MINIMUM WEB STIFFENERS REQUIRED IF LAG BOLT 1 475 / 750 400 575 SIDES OF HANGER DO NOT WITH TOP FLANGE HANGERS, BACKER BLOCK 1 THIS FACTORED RESISTANCE IS WITH A %" GAP B FEN THE RIM BOARD AND DECK LEDGER WHEN SPECIFIED ON THE LAYOUT, ONE OF y�6p -" X 29f6" MINIMUM " 2x4 H1 LATERALLY SUPPORT AT LEAST HZ REQUIRED ONLY FOR DOWNWARD LOADS H3 LA (.)ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. PB1 THE ABOVE BRACING OPTIONS IS REQUIRED W OF TJP$ JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. • CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICATIONS. BEAM and COLUMN DETAILS BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT OR WINDOW HEADER CONNECTION CONCRETE WALL 14" TIMBERSTRANDe LSL OR ILEVELe 176" RIM BOARD OR STRAP PER CODE IF TOP PLATE BLOCKING FOR TERAL IS NOT CONTINUOUS OVER 21 SUPPORT HEADER �i��' ✓ice .'�'. TOP FLANGE HANGER . i PROTECT UNTREATED WOOD FR FACE MOUNT HANGER DIRECT CONTACT WITH CONCRETE COLUMN L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE L4 FOR FRAMING CONNECTORS JONATHAN SCHLOSS /ARCHITECT 277 BROADWAY MULTIPLE MEMBER CONNECTIONS 13TH FLOOR FOR TOP-LOADED BEAMS C1,) NEW YORK, NEW YORK 10007 T 212 213 5546 1-Y4"- WIDE PIECES: F 212 202 7935 • MINIMUM OF 3 ROWS 10D (0.128" X 3") NAILS AT 'I2" O.C. STRUCTURAL ENGINEER: • MINIMUM OF 4 ROWS 10D (0.128" X 3") NAILS AT 112" O.C. SILMAN FOR 14" AND DEEPER BEAMS ELEVATED COLUMN 32 OLD SLIP, 10TH FLOOR • IF USING 12D-16D (0.148'-0.162- DIAMETER BEAM ON COLUMN COLUMN BASE BASE NEW YORK, NEW YORK 10005 BEARING AT NAILS, THE NUMBER OF NAILING ROWS MAY BE CAP T 212 620 7970 REDUCED BY ONE. COLUMN V2"- WIDE PIECES: MECHANICAL ENGINEER: ��; /• • MINIMUM OF 2 ROWS Y2" BOLTS JMV ENGINEERING ' AT 24" O.C. STAGGERED �� r.� } 37 WEST 39TH STREET • •1 SUITE 703 (1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIREvt•�.� Y o';•' y ` .'!S•�' •:� BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR j• •,` ',. .; ; SIDE-LOADED BEAMS. NEW YORK, NEW YORK 10018 :., :,. T 212 852 9855 VERIFY COLUMN CAPACITY OPTIONAL LANDSCAPE DESIGNER: AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE NON—SHRINK L5 LENGTH. SEE CURRENT Lg REQUIRED WITH SIDE-LOADED MULTIPLE-MEMBER P1 P2 P3 GROUT STARR WHITEHOUSE LANDSCAPE ARCHITECTS ILEVEE LITERATURE. BEAMS, PRODUCT LITERATURE. REFER TO CURRENT 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 OF NEWT Opptt,�CJ'A r, �Q SS REV. REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAILS DRAWN BY. MJM CHECKED BY: NL. RM DATE: JULY 18, 2023 SCALE: AS NOTED Ss507_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 SHEAR WALL, GYPSUM WALL BOARD SEE PLAN ORIENTATION OF ° ° ° ° CORNER STUD HOLD-DOWN, o MAY VARY SEE SCHEDLE .°°° GYPSUM WALL BOARD GYP BOARD AND/OR •°•° THREADED ROD, WELDED ALL PLYWOOD SHEATHING 1 O NAILS ® 6" O.C. AROUND TO TOP OF STEEL SEE SCHEDULE FOR B S BEAM - SHEAR WALL TYPE / BULKHEAD, SEE PLAN IN LEGEND FOR LOCATION BULKHEAD STRAP F ' .. . .. — SEE SHEAR WALL SCHEDULE SEE SHEAR WALL FOR NAILING PATTERN " SCHEDULE FOR RIM TIE, SEE SCHEDULE 16d NAILS ® ! EXTERIOR PLYWOOD 16d NAILS ® 24 o/c NAILING PATTERN OROOF TIE, SEE SCHEDULE O ROOF SHEATHING 24" O.C. ! SHEATHING SEE GENERAL NOTES FOR 16d NAILS ® 24" O.C. RAFTERS, SEE PLAN FOR ADD'L INFORMATION J EXTERIOR PLYWOOD SHEATHING SIZE AND SPACING T.O. WALL ! SEE SHEAR WALL SCHEDULE EL. SEE PLAN/ARCH. WOOD STUD � FOR NAILING PATTERN WALL SHEATHING ORIENTATION OFs�_.— �._____________—__„_____ 1 �. 1-3/4" LVL, MATCH OMITTED FOR CLARITY, CORNER STUD JOIST DEPTH PSL OR ANTHONY POWER SEE BELOW FOR NAILING DOUBLE 2x PLATE, SIZE TO MAY VARY 16d NAILS ® 24"o/c EXTERIOR PLYWOOD STEEL BEAM, SEE BEAM BLOCKING B/S MATCH WALL STUDS (TYP.) INSIDE CORNER OUTSIDE CORNER 'T - INTERSECTION SHEATHING PLAN FOR SIZE WALL STUDS, SEE PLAN FOR SIZE AND SPACING CONT. 2x PLATE, SIZE RIM TIE, SEE SCHEDULE O TO MATCH WALL STUDS (TYP. ® EACH FLOOR) LSTA36 AT EACH STUD FLOOR SHEATHING, SEE GENERAL TYPICAL DETAIL- SHEAR WALL HOLD-DOWN ANCHOR NOTES O AT END OF SHEAR WALL FOR ADD'L INFORMATION WOOD SHEAR WALL CORNER & 'T1 INTERSECTION-PLAN SECTIONS BEARING ON STEEL BEAM LENGTH , SEE FASTENER SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY N.T.S. N.T.S. WALL END DETAIL O T.O. WALL FLOOR TIE, SEE SCHEDULE EL. SEE PLAN/ARCH. PLYWOOD PANEL SEE 3 DOUBLE 2x PLATE, SIZE TO OSCHEDULE FOR MATCH WALL STUDS (TYP.) THICKNESS (STAGGER JOINTS) FULL DEPTH BLOCKING AT SIMPSON H2.5A TIE BETWEEN SHEAR WALL BETWEEN JOISTS EDGE NAILING WALL STUDS, SEE PLAN BLOCKING AND TOP PLATE; AT EACH STUD LOCATION; PER SCHEDULE FOR SIZE AND SPACING TYPICAL; ALIGN BLOCKING SEE GENERAL NOTES AND STUD AS REQUIRED WALL END POST - SEE PROVIDE WEB STIFFENERS AT INTERMEDIATE NAILING HEADER SCHEDULE AND FULL DEPTH LVL O PER SCHEDULE O TJI LOCATIONS; TYPICAL AT EACH PLAN - PROVIDE BLOCKING EACH SIDE SIDE OF TJI MEMBER DOUBLE STUD MINIMUM OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT EACH STUD LOCATION; TJI LOCATIONS; TYPICAL AT EACH CONT. 2x PLATE, SIZE SEE GENERAL NOTES SIDE OF TJI MEMBER FLOOR SHEATHINGTO MATCH WALL STUDS SEE GENERAL NOTES FOR ADD'L INFORMATION _ ___ T.O. JOIST/RAFTER T.O. JOIST RAFTER T.O. FDN. WALL (� EL. SEE PLAN I EL. SEE PLAN EL. SEE PLAN/ARCH. CONT. 2x PLATE ON FOUNDATION WALL, SIZE TO MATCH WALL STUDS, SEE HOLD DOWN ANCHOR AT EACH END FOUNDATION SECTIONS OF WALL SEE FOUNDATION SECTIONS TJI/LVL FLOOR/ROOF FRAMING SIMPSON H2.5A TIE BETWEEN EACH FOR WALLS LONGER THAN 10'-0", TJI LVL FLOOR ROOF FRAMING ADD TIE DOWNS EVERY 6'-0". p I / / JOIST AND TOP PLATE; TYPICAL; Ulf LOCATE FIRST ANCHOR BOLT CONTINUOUS (2)-2x TOP PLATE; ALIGN FRAMING AND STUDS AS REQUIRED O9" MINIMUM / 12" MAXIMUM ELEVATION TO MATCH FULL DEPTH BLOCKING BETWEEN SHEAR WALL; SEE SHEAR WALL FROM PLATE ENDS; SEE REINFORCED CONCRETE FOUNDATION WALL BEARING WALL ELEVATION •'. FRAMING IN PLANE SCHEDULE SCHEDULE FOR SPACING SEE PLAN FOR SIZE & LOCATION i i OF WALL; BLOCKING TO 2 BOLTS MIN. PER PLATE ? MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; ELEVATION TO MATCH FLOOR FRAMING TO FOUNDATION SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION WALL OMITTED FOR CLARITY. WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP AND TYPICAL WOOD SHEAR WALL I-LEVATI O N ATAEACH STUDS STUDS; TYPICAL SIMPSON HIS TIE BETWEEN TOP PLATES AND STUDS; TYPICAL TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL PARALLEL TO FLOOR/ROOF FRAMING PERPENDICULAR TO FLOOR f ROOF FRAMING WOOD SHEAR WALL ELEVATION N.T.S. N.T.S. N.T.S. TYPICAL SHEAR WALL FLOOR TO ROOF FRAMING N.T.S. PLYWOOD SHEATHING, SEE SEE TYPICAL HOLD STEEL COLUMN W/ BASEPLATE, SCHEDULE DOWN DETAIL FOR I SEE PLAN AND SCHEDULE MORE INFO JONATHAN SCHLOSS /ARCHITECT _._._._. _._._. _.—.— .— .-6� 1 _._. —. ROADWAY PLYWOOD SHEAR WALL NOTES: 13TH FLOOR I I BEARING WALL ON (2)-2x NEW YORK, NEW YORK 10007 1. STUDS, SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PROVIDE 2X FRAMING AT BOLTED FOUNDATION SILL PLATES, PLYWOOD PANEL EDGEI O • ° CONTINUOUS PRESSURE T 212 213 5546 BLOCKING, AND STUDS AT PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN SHEAR EXCEEDS 300 PLF. SEE SHE4R WALL SCHEDULE. n STEEL AND I • • TREATED SILL PLATES _.._..-- -__ _ _ V UJ _ - - STUD WALL F 212 202 7935 2. ORIENTED STRAND BOARD (OSB) WALL SHEATHING SHALL NOT BE SUBSTITUTED FOR PLYWOOD UNLESS APPROVED BY ENGINEERO END ZONE HOLD DOWN (SEE SCHEDULE FOR I I TYPE), SEE 1/S-301 FOR TYPICAL EMBED STRUCTURAL ENGINEER: I • • 3. ALL NAILS SHALL BE COMMON WIRE NAILS, AND SHALL BE LABELED AS ENGINEERED CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. BETWEEN END ZONE ANCHORS SILMAN 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16- OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR BOLTS - SEE GENERAL NOTES FOR SIZES. SIMPSON SSP TIE AT EACH ° / I STUD (SEE NOTE 3) I I 32 OLD SVP, 10TH FLOOR 5. AT 2X STUDS, PLATES, AND BLOCKING, PROVIDE 3/8" MIN NAIL EDGE DISTANCE. L• _•_•_ •_._ T.O. FINISH FLOOR NEW YORK, NEW YORK 10005 CONCRETE WALL END POST W/ HOLDDOWN AND ACCEPTABLE TO PROVIDE EL. SEE ARCH T 212 620 7970 6. AT 3X STUDS, PLATES, AND BLOCKING PROVIDE 1/2- MIN NAIL EDGE DISTANCE - STAGGER NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. BELOW ANCHOR BOLT, SEE SCHEDULE SIMPSON "SNW" IN ORDER TO FACILITATE CONCRETE POUR d MECHANICAL ENGINEER: 7. STAGGER SHEAR WALL SILL PLATE ANCHOR BOLTS/NAILS AND PLYWOOD EDGE NAILING. SEQUENCE I —x x x x T.O. SLAB o JMV ENGINEERING 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS INSTALLED ON BOTH SIDES OF STUDS, AND NAILS SHALL BE STAGGERED. I d ° _I I = = EL. SEE PLAN 37 WEST 39TH STREET 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP PLATES UNLESS APPROVED BY ENGINEER. TYPICAL SHEAR WALL E N D ZO N E A N C H O R NEAR STEEL COLUMN T.O. EXTERIOR SHELF ! 1 I„�I I I s i I I I surrE 703 NEW YORK, NEW YORK 10018 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED AND INSPECTED PRIOR TO COVERING WALL FRAMING WITH FINISHES. ACCEPTABLE TORQUE IS FINGER TIGHT PLUS 1/2 TURN. DO NOT OVER TIGHTEN. N.T.S. EL. SEE ARCH. T 212 852 9855 11. STRUCTURAL OBSERVATION OF SHEAR WALL CONSTRUCTION IS REQUIRED PER THE GENERAL NOTES. III_ ° I I 5" S.O.G. SEE TYPICAL DETAIL LANDSCAPE DESIGNER: .Al CONTINUOUS KEYWAY AND STARR WHITEHOUSE LANDSCAPE ARCHITECTS PLYWOOD SHEARWALL SCHEDULE WATERSTOP 80 BROAD STREET SURE 1700 EMBED O LENGTH, PER NEW YORK, NY 10004 SIMPSON STRONGTIE d T 212 487 3272 "SW-" WALL STUDS OR SOLID SIMPSON HOLD DOWNS AT ENDS OF SHEAR WALLS 1/2" DIA. A307 MARK LENGTH MIN. STUD SIZE EDGE / INTER►OR (in.) SHEAR WALL FIRST FLOOR SECOND FLOOR ROOF MIN. SHEATHING PLYWOOD NAILING POSTS ® ENDS OF ANCHOR BOLT SIMPSON SIMTIE PSON Hl SPACING CONCRETE WALL, SEE DETAIL AND c' / BULKHEAD SPACING LTP4 SPACING SCHEDULE ON S-501 FOR THICKNESS, SEE PLAN 2x6 1/2" (15/32") STRUCTURAL 1 gd ® 4 12 16" 16" REINFORCING SIZE AND SPACING SW-1 PLYWOOD - (1) SIDE / 1'-4" o/c O/C o/c SW-2 SEE PLAN 2x6 1/2" (15/32") STRUCTURAL I 1Od ® 3/12 1'-4" o/c o/c o/c PLYWOOD - (2) SIDE TYPICAL SHEAR WALL HOLD DOWN DETAIL AT FIRST FLOOR SLAB ON GRADE SHEAR WALL SCHEDULE N.T.S. N.T.S. C, OF NE Ft 4O'A co Y O 69$8$ ss REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAILS DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED S �508_ SILMAN #20431 411�R�T 4NR�T 411VTR� �T 38015 MAIN ROAD Ur=I"-r-:(R ROOF 2 I I 1 ORIENT,N.Y.11957-1163 V 1 _ 211VL_ 211V1 2'IV�2"V G2"y �211y 12"V _/2"y ———-�12ny G2`1 X1u�y12uy 11 _ r 1 211V I I I I I I � I 11 I I �I LAUNDRY tl'1 11�z NV2"V Z°V 11'z°V 2°V 2"V 2°y 1Vz°V 121Iy1V 211V r L 0 W E rnz, F?00" I I I LAV I LAV LAV I I 1 211 I I 1 I 2„y I WC I 1 (N) I (N) I (N) I WC I I 2"y I �i I I WC I I LAV I ADJACENT 4„yam `I !N I 1 I I I !N) I 1 I I I (N) 1 1 (N) I DATH7'00"^ � I I �„1 I I EUILDIr~C T SH 1 sllg 1 11z 118 IVz 11g 11/2 IIS,, 3118 I SH I I 2118 lN) I SH I �11yTR�T UFFEr, (N) I II (N) I I I !N 31Ig 1V211g LEVEL 1 1 —I -- _� — ,_- — 211 I 12” I 2"g I I lJ I l 3NS I 2-V� --- 2"V _ _ I ---211y --- -- I,— — - 211y�— 2Ny�_ J 2NV �____-- ?`�y�---- (-- —�— —� ---�-c211y 311 r— — ----1 I I 1 1 3Ng 211V1 311_ 31' 1I 211y�� 1 211y I k2lly II 211yy I r----� 2„g7--- I I I 1 I 11 I I I I I I 1 2 ISLAND ! 1 2 ISLAND V N I VENT �2"V I CoMBI VENT I 1 1 11/2'1/ 11 I I' ivz 11y I 211y I 2 N Z Ny I I I� y I I 11 I I I �.OMp ` EN 3 r 2V1 �I I I I I V ZVI 111, VI I SK I 2-WI I!- I �Y>=1`1 SK , Qy 211y 1 ,� 11 211y ,�11 (N) I SK (N) I I (N) (N) I I 11 LAV 1 li LAY I I I I I I (N) r I I I I I V2 V (N) I I I lN) I I I AUND I I I I LAV I I LAV I I l i I I I I yj� WC I I WC I I TANDPI" I I I (N) WC I I (N) I 211V,4 I r(N) (N) I 1 (N) I I I I I (N) 1 I I I21181DW I; 211y I I I WCDW (N) 2 S 1 1 1 i>'z"S rCs ?oUND 1 I� (N) I ' - � I I I 3Ng 11'zNS 3„gSN 1 I 2Ng lN) 2Ng I Sw lN) I SHLEVEL _ '_� I_ 11 II "S lN) 1 I (N) 1vz"S (N) --1 I 2 INDIRECTL J SAN LINE U I I 211 1 ZIIS 3°8 -- 211 11 I- 1 2 11 I Z"S 1 3NS 13"S' 31'8 I� 'd" 11 3Ng --- — --- ----- ��— t0 DRYWELL I �Z°V -�-—t2 NV 1- —� 2"V ——`2°v———— 411 COORD MATE WITH I I 2"8 ( 1 1 I I 3Ng 1 2118 I I CIVIL ENGINEERS -11/211VI I 2115 I 211 1 I I PLANS JONATHAN SCHLOSS /ARCHITECT �2"V 12"V SK I r 2"V I i 211V 1 I/2"V 2 V 211V I Z"V I 277 BROADWAY (N) I LAY I ) ( I� �I �1 13TH FLOOR FNLI ( I/2"V (N) I I 21IV I 1 I I I I 41I NEWYORK,NEWYORK 10007 I R I I yj� WC I 1 R I I I DR 1 T 212 213 5546 (N) I F 212 202 7935 !N) i Z S lN) I I � (N) I I I I 11 1 I 118-sSH 1 I I 4" SANITARY LINE t0 SEPTIC 11 1z . po „ (N) FD SYSTEM DESIGNED BY CIVIL CELLA!”: LEVEL (N, I 31-1 d� 2 g 3 I SP-2 3118 I I 3118 I (N) ENGINEER STRUCTURAL ENGINEER: . -211 - - -- SILMAN 41IS _.... 4"S 32 OLD SLIP,10TH FLOOR 41'8 NE YORK,NEWYORK 10005 T 212 620 7970 Ilg Ilg Ilg His 118 Ng 1r� I r ,411g 4118 Ilg 66 60 FROM SUB SU1vACE MECHANICAL ENGINEER: DRAINAGE - COORDINATE EP-2A�B EP-1A4B CONNECTION WITH CIVIL JMV ENGINEERING ENGINEER 37 WEST 39TH STREET SUITE 703 SANITARY, VENT RISER DIAGRAM NEW YORK,NEW YORK 10018 O O SCALE T 212 852 9855 LANDSCAPE DESIGNER: U E P,CC7 2 s,{N� µ I STARR WHITEHOUSE LANDSCAPE ARCHITECTS - -'�'uCW 4�14 , 80 BROAD STREET /�ISUITE 1700 rWR IIHW _ _ _ /II NEW YORK,NY 10004 ' I ' � ( �,{11HW— I � T 212 487 3272 IT II I ' I ' 11 � — = I LIGHTING DESIGNER: 11 11 �2 1 �. , �, Lz" W Lz" W , �Z1I j j 1 !�z" L'OBSERVATOIRE INTERNATIONAL I I I I I „ y u I N I leg I 1 I I L "}.�J �z CW 2 , I 1�2 CW I I ��„HW , ( ( I ��1 120 WALKER STREET LQIUEi� E'QQF 3I"HW 3I°HW I �/{ Hw , „ BV SUITE 7E 11 I / WC , I WC s,11C 'TT'''Wt ADJACENT NEW YORK,NY 10013 3,II�3,11� 111 I�i 1 I 111 W ' 3�lI^111 111x• 5ATHr-00M T 212 255 4463 BV (N) ' I ' LAY LAV ,H LAV !N) BV ' ' VW (N)) E.UILDINGi I ( (N) (N) 1 lN) WM 1 CW SH (N) 1 LAV U777Er- I I 1 1 SH I 1 8H (N) LEVEL (N) lI'14W I I_I_I (N) I I (1�, 1 3 11 1 3/4"HW - - .�I XIS'WR I ' - 3/{11CW - 3/4 I'CW 3/4"HW �- - Lp -1/z I'HWR- IREF/ REF/ FRZ FRZ r( I I 1 1 I 1 '/ ” 1/ 11 ` 11 V " I 1 I 11 11 I 1 I �I• � z z I�UJ z GIIY 1� HW CW 1 !� I 1 1�z HUJ I z z 1 z CW"1 SK SK OVEN 2-COMP 1'z"CW I 1 1� „ I , >'z"CW 1� 'IHW I 1 >,z N I I vz 11 , �- (N) (N) lN) SK (N) BV I 1 z CW z , I 1 �z„� , 1,z 11� R` � 118 I I 1 BV 1,,"Cal /4 CW 14 n I 3i4"HW 11{.'HW I 3/{u HW I I I 3/{nHr1U111 r^ O 1 k ” OW WC t I WC 3/'I� � � DW z I 1 HWRi"c I y 11 11 T ?„T z I z 1 1 �„ (N) LAV 11 1�4 GUJ� lN) gK 114 CW� (N) 7, .a !/ " Lum � 1'z N FNL. 1�z"�W (N) I 1 I (N) 3,11 (N) I LAV N WC III LAV r�a z„ 1'z HW I >, HW I I SH 4 FU1 (N) , I (AU 4 CW I I (N) ,A ox g G ROUND �z HW DR I II/4"HW ( (N) 1/z"HU1R I 1iz a1� (N) i SH ,Q� LEVEL - (N) _I XNHWR_ 11,{NCW _ si{" W -I !� 'HW -� - 1SS1C3 �-I _.�/{.11 - 3/{NCW 3 11 3j4n I�3/{NCW 11j{uCW N I - -� - - - _ - - - - - - I -- - - - I — , „ , CWa , 311 i z HWR _ _-- I _I ' /{ HW I ,- /4 HW 1 1 11141'HW ,�-�- _) -_ __ __ _ __ -- -- -- I _ __ __ __ __ 10-26-23 ISSUE FOR FILING(PLUMBING RISER) - - - - - _ - - - - - _ - I I — ., �• _ _ _ _ - i 3/4" CW FROM WATER FROM WELL 10-13-23 PROGRESS M EP – -'� - - - _ )/ „ciIj FOR POTABLE WATER USE - L _ OF S 07-11-23 PROGRESS MECHANICAL REDESIGN 3 „ n I n - - - - I I ( � u 1 � 11 � 1 R WELL AND / 1 GW 1 CW I 1 CW11/2 I 4 CW I � � I I i z �— , I CW , __ —_—_ _ _ _� INCOMING WATER LINES TBD BY 12-28-22 MEP PRELIMINARY PRICING SET '/2" '/ " 1, 11 _ _ _ _ L " N L " I TO BUILDING IRRIGATION ! = 34 } I 1� HWR I ,? HUJR I I I z IHWR I 1 CW 1HWR -- ---- ----2 CIVIL ENGINEER 1 HW I I 1 HW 11�z HW lly „ 1/{ HW SYSTEM - DESIGNED BY 2 I I LANDSCAPE ARCHITECT 1 I 11 1 � r i 9j u 1 DRAIN DOal I yz11 I I„ IjW � I � ' 1/z"H1uR �z1 I I 1�z 11'z" ' r'==_ "-- -� PLUMBING RISER DIAGRAMS I I ' I 11 21 it },11 I 11 iFOR OUTDOOR' 1,z CW N z1,, CUN I 4 HW 1,, CW I1' 'CW H AI ( TP I !/z CW z11� 1 TP , l I z E DERIPLUMBINGi ( I I V I I , ' WBP-I I 1 I 3,II DRAWN BY: DD/WC/BV FIXTURE�I { CW FROM WATER FROM WELL a I � � , �_—_1 L,v2„�, 1�z 1I 1 FOR IRRIGATION WATER USE - DATE: 10/13/23 FNL, TP TP FINAL NUMBER OF WELLS AND INCOMING WATER LINES TBD BY ' SK L� !� 3/411 ' HWH-I (DN) � � n n CIVIL ENGINEER SCALE:AS NOTED I y— HNAIm (N) (N) I I 1 B-1 1 i B-2 1 I I I I 11 HB` FD , N L-1 I I I I I 11/z CW HEADER CELLAF- LEVEL FNL. (N)- (® FNRL•. (N) U_ L L J N) N)--- DRAIN DOUN FOR DOMESTIC WA.-R OUTDOOR FULL BUILDING HOLD II�Ks TANK FOR P-501 . 00 PLUMBING FIXTURES IRRIGATION WATER FILTRATION SYSTEM DOMESTIC WATER COLD, RIOT ,AND HOT WATER RETURN RISER DIAGRAM HOLDING TANK FOR NOT TO SCALE POTABLE WATER 01 OF 02 RD OFRO FRO OF RD RD OFRD (N) (N) (N) (N) (N) (N) 38015 MAIN ROAD UF�F=ER {G00 2 (� (N) ORIENT,ORIENT,N.Y.11957.1163 UFF=ER FOOT- 4°ST- "St 4"ST I"ST 4"St 4"ST 411-ST 4'-'ST- -T- RD RD OFRO Fl -LC:.UER E:CC?= lN) lN) ADJACENT 4"St -1ST BATHROOM _ __ E'UILDIi`IC U7- I=r:R RD OF: RD OFRD RD OFRD RD OFRD LEVEL (N) (N) (N) (N) lN) lN) (N) (N) 4"ST 4"ST 4"ST 4"ST 4"St, 4"ST 4- 11 CUTDOOR15 4"ST 4"St 4"St 4"St 4"St 4"St 4"St 4"St 4"St GROUND LEVEL J J J 4" STORM LINE TO DRY 4" STORM LINE t0 DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY 4" St LINE t0 DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. i9E CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR INUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONtINu,atION - JONATHAN SCHLOSS /ARCHITECT TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL 277 BROADWAY 13TH FLOOR NEW YORK,NEW YORK 10007 p�--.N b w T 212 213 5546 T H RAIN 5Y CIVIL F 212 202 7935 ENCxINEER CELLAR LEEL STRUCTURAL ENGINEER: SILMAN 411ST 32 OLD SLIP,10TH FLOOR /� /� NE YORK,NEW YORK 10005 STORM RISER DIAGRAM T 212 620 7970 NOT TO SCALE 4" STORM LINE TO DRY MECHANICAL ENGINEER: WELL. SEE CIVIL JMV ENGINEERING ENGINEERING SITE PLAN FOR CONTINUATION - 37 WEST 39TH STREET TYPICAL SUITE 703 NEW YORK,NEW YORK 10018 UP`=ER R001= 2 T 212 852 9855 UPPER R001= LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK,NY 10004 T 212 487 3272 L.OUJE:R ROCS LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E u7f=EF' NEW YORK,NY 10013 LEVEL T 212 255 4463 OUTDOORS COM51 OVEN (N) NEW PROPANE GAS 485 CFH REGULATOR 5562 36"G „G 550 �� Q► tl�tCHq� o (N) -- CFH -- 4 G C-4 -- CFH GROUND _ LEVEL m 071 jog 1"G 1V2"G 211G 2"G �fis S10t IV2"G 10-26-23 ISSUE FOR FILING(PLUMBING RISER) 10-13-23 PROGRESS MEP 07-11-23 PROGRESS MECHANICAL REDESIGN 11/4 G 11/4 G 12-28-22 MEP PRELIMINARY PRICING SET PLUMBING RISER DIAGRAMS it 4q 44 DRAWN BY: DDM/C/BV DATE: 10/13123 BURIED 5m0 GALJ SCALE:AS NOTED GELCAP LEVEL PROPANE TANK --- --- 5-1 5-2 - (N) lN) CFH) (3,45 RISER D I AGRA4 1 BURIED 500 GAL NOT TO SCALE PROPANE TANK P-502 . 00 02 OF 02 1( c :q^` - i- k x L.�E N..# { 38015 MAIN ROAD ' ORIENT, NY 11957 SUPPLY AMC) RETURN GEOTHERI"IAL WATER TO � ' HEAT PUMPS. SEE GEOTHERMAL RISER ` ` I 0? AOR ALL ABOVEGROUND EOTHERMAL ,e r GEOTHERMAL PIPING •' HEADER BACK r I MUST BE INSULATED " ' OUT t0 WELLS WITH 1" INSULATION. d'� ' EOTHERh'1AL �, •'� �' � � I 15-25' 20' HEADER FROM I' WELLS 0 �-- BETWEEN �• ' BORES ' SOIL — — — -� )` I T — — ! IaIT SETTER V k c^ " . 4'-6" _ _ _ _�_ 1�— 111-�TLf III _ DEEP ,\.A . A PLASTIC RING A .' 1f „� I r LINK SEAL , ... . I JJ TO/FROM TO/FROM . NEXT NEXT HDPE PIPING GEOTHERMAL GEOTHERMAL % UNDER WELL WELL — I BELOW FROST LINE i — ' i ' roll BORE *NOTE: —I _— ■ , ., _ `. .,�. ' 1. FINAL DEPTH DEPENDENT ON THE DETERMINED ENTONITE EARTH PROPERTIES INCLUDING THERMAL 5� —m GROOT (ID) CONDUCTIVITY AND THERMAL DIFFUSIVITY. _ — F �1 � *SEE NOTE ;. . f — I BORE SIDES 2. RETAIN GEOTHERMAL TESTER AND GEOTECHNICAL ENGINEER TO PROVIDE THE FEET PER TON SOIL — ' CAPACITY OF THE SITE. — I 100'o WATER 3. PIPE INDIVIDUAL WELLS IN REVERSE - RETURN z0000 NOTE: ONLY IF FREEZM ARRANGEMENT CONDITION EXISTS USE I 4. COORDINATE SITE PRIOR TO DRILLING. 85% WATER — ::: ' 15% BIODEGRADABLE PROPYLENE GLYCOLSE 19 1-,A,BB 'U' BEND ' a it I r 4/ PIPE S121NG GUIDE OREHOLE CONSTRUCTION DETAIL FOR VERTICAL GROUND COUPLED LOOP 11/4" ■ S GPM ■ 3-TONS NOT TO SCALE I a r'/ 2 • GEOTHERMAL UJELLs: ,+./- n � I [Vi F COORDINATE FINAL GEOTHERMAL WELL0 kp , 1 PLACEMENT AND DRILLING WITH SITE _ !� . w; I . CONTRACTOR ' � �.—, . 1 'vv cv 0.7AN I l/ I I OF ' PROPOSED P4 ■ r O.Zr' WOODS I . / 0.2'W I I � I I PROPOS D POOL CA13ANA -------------, I I I i I I I I TYP. '""" .• .' MOTHERMAL t THROUGH EACH WELL.. PIPE IN GEOTHERMAL 84R'PIP ENTERING BUILDING REVERSE RETURN I UNDEAGROLNDVkiss r r c� '� ________ --------- ,. JONATHAN SCHLOSS/ARCHITECT _ , --- --------------- ----- ---- ------------------- -- --- ----- ` ' 301-011 � r--^°•~^�'m"' i 277 BROADWAY I I __-- --- - F F L 13TTi FLooR -- -------- ---- - ----- --- -- f,. `IT`S trf� �T; r *' ; NEw YORK. NEW YORK 10007 - - - C.`�1 r, �'f"/ I T 212 213 5S48 I -------- i r212 202 7935 ----------- ------ - -- -- - 27.24 STRUCTURAL ENGINEER: f I SILMAN 32 OLD SLIP. 10TH FLOOR O I ; ■ - C� PT 4 �� p- I NEW YORK, NEW YDRK 10005 I Ez '.. ,_. T 212 820 7970 ,� :a CP _ t I PROPO ffi.., per, ^ GECWIAN . ENGINEER: �! ° dd_ST � rJMV ENGINEERING ®r . AC 37 WEST 39TH STREET 1 HOUSE i SURE 703 0 �/ NEW YOFK NEW YORK 10018 � T 212 852 9855 I / f n j LANDSCAPE DESIGNER: I STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREETSUITE 1700 NEW YORK, NY 10004 I „w* ' I l {/ a T 212 487 3272 r% Ijoij 139-C".m ■ I ----------- CML ENGINEER: ---------------------" I JOHN CONDON PC 1755 SSBEE ROAD E MATTfTUf,'K, NY 11952 .. __ 1 ' \ T 831.298.1988 cp - --"; , ,1 S1 O .O' _ - - ---- ------- LIWNG DESIGNER. NA I @ � ` �` , , ------ - ---- - ----- 1 - L'OBSERVATOIRE INTERNATIONAL k ; ; t 120 WAVER STREET, WAVER SURE 7E NEW YORK, NY 10013 1 _ j T 212 255 4483 70 co 24.70 I _ GFL i ■ 5651 + 22.87Ld � 26.79 ET 19.77 jog O rI 4 °° , wSs 6�> i 23.64 24.40 I 23.31 22.62 I I r + 23.78 + ' 25.28 23.74 l PROPOSED � 4... (J -{- 25.95 I k/SS DRIVEWAY + 24.72 ; 11-10-23 ISSUE FOR FILING (MEMIANICAL) 10-28-23 ISSUE FOR FILING (PLUMBING RISER) �.DG , 10-13-23 PROGRESS MEP .. i 07-11-23 PROGRESS MECHANICAL REDESIGN 12-28-22 MEP PRELIMINARY PRICING SET 21.91 co ■. + 25.17 22.70 MECHANICAL SITE PLAN 13 23. ■ + 21.7 2.2.26 DRAwN BY: DD/wC/BV - + I 51 N 17.99 -{- 22.38 ' CHECI(ED BY- JV E I QDAM NOVEMBER 10, 2023 I 20.42 + SCALE-AS NOTED 23.28 , . _ I 1 MECHANICAL SITE PLAN 1 V 1 1111111201 . 00 SCALE 1/18' - 1'-0' 1 2 3 4 5 7 9 10 11 12 13 I CONSTRUCTION NOTES: Oj ALL DUCT SIZES SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. ALL SUPPLY AND RETURN DUCTS t0 BE WRAPPED WITH 2" INSULATION OR LINED WITH 15" DUCT LINING TO MEET 2020 NYS ENER(;Y CODE. DRAIN LINE t0 FUi`WEL H_2 /FLOOR DRAIN ------ 1&X45" SUPPLY DUCT 14x10 UP TO 2ND FLR AC-23 ------ D 0:15 t F-2 UH-1 UNFINISHED STORAGE — ---- E 18X 5" SUPPLY DUCT 010 UP t0 IST FLR 14x10 RETURN DUCT STACKED AC-15 BENEATH SUPPLY DUCT AC-12 _ 0.'15 t 35r A2 23 T C37 � I AC-02 LB-A 9x6 I E 23 t 058 t 41_01 DUCT=UP�- 14x8 i x4 EXHAUST - _H 8x6 � LDUCT UP ------ G i 20x1 F . , �v ELEV.1 EPS,R f I ------ i )IN i� 5x4 6 D 6 D 5" DIA. 6" DfA. *x --------------- PLUMBING EH-1 HALL 14x8 DIA. _( ') _ EQUIPMENT IN ------ 005 I EQUIPMENT H * - 0x1 xa — / ° DIA. 18x45" RETURN DuGT" AREA 14x8 12x8 FA i i I I 10x I I I I I UP TO 2ND FLR DRAIN L t0 I I I I i 14 1&x45 RETURN Duct /FLOO DRAIN 4x8 12x8 RA 6x UP t0 IST FLR 12x 8x8 I I I I OTHERMAL 8x4 14x1 8x6 9xy PIPING OUT TO x 14x10 _ WELLS 9x6 HUMIDIFICATION UR i AC-03 DUCT UP t0 2ND FLR P^T 058 t 10x _-- -- moi i GARF �E H- 4x1 --- --- Op � T4" i x LB-A 30x6 SUPPLY DUCT &x EOTHERMAL DIA, i 4'-0" UP t0 2ND FLR ,1 --- --- MCA�TION PIPING FROM i rWALL EH-2 cr=H i R:(300) 30x6 RETURN DUCT1 I- -� ;,5" O;IA. -- --- WELLS M E 'H L *+- UP TO 2ND FLR o RCM --- ---0� � 6" CONTINUOUS GYMF_ 007 LB-A 10x� GRILLE BLANK-OFF. 6x6 EXHAUST DUCT 0'-6" --- ID1 t i LB-A �, UP t0 2ND FLR LB-A 36x5"-R�6N i EOtHERN1AL SEE DETAILL WALL i 2'-0" 1'-0" H:(50) , PIPING HEADER 6X4 EXHAUST DUCT , DUCT UP WALL _ LB-A CEILING I �� AC=22 --_— i RETURN PLENUM WITH WIRE R:(200) gx �, __ 21_011 UP TO IST FLR EX:(50) 2Bm HUMIDIFICATION -- MESH SCREEN BENEATH ��I i J_ 11� 12x8 FA x4 WALL 8X4 SUPPLY DUCT 125 t i RETURN DUCT �� ------ MILLWORK i��i 1 12x8 RA UP TO IST FLR SW3�) bx -- - - - -_ ---- - UP6x5 SUPPLY DUCT 8:1300) - K _ LB-A --- 4x10 0'-6° BATH +'fa08 AC-1b 18x11 MAKEUP AIR DUCT UP WALL roo SQ.Ha50)plA. WARMBOARO 14x6 - 23 t 9x6 36x24 LOUVER R ERV AND 20x1 ' i - �- .4 MAKEUP OUTSIDE AIR INTAKE ur 14x8 AC-2 i i i 18x6 RETURN DUCT 0.75 t OL _—_—_— UP t0 2ND FLR %>� DUCT ROUTED GAM E 14x r 18x45" RETURN DUCT 6" CONTINUOUS LECTRICAL 12x6 HUMiDIFfCAtI fE MD LB-A RA DUCT STACKED EQUIPMENT IN BETWEEN JOISTS ROOM 2'-0" GRILLE BLANK-OFF DUCT UP STORA ;r ( UP TO 2ND FLR 009 r--- , WALL STS R SEE DETAIL ABOVE FA DUCT THIS AREA 12x45" EXHAUST I 18x11 Sa300) 0 LB-A 18x45" RETURN DUCT \ DUCT UP 4'_0�� EDH-1 �� UP t0 IST FLR AC-1.1 --- . '� ------- - ------------ WALL M ------ 4x1 35 t ---------- _— ACDA Ra300) AC-0.1 B-1 0.'1 ---- -------- C --------------- 1&X45" SUPPLY S GAME ROOM 18x6 SUPPLY DUCT DUCT UP t0 2ND FLR � - - <� 8 12 FRAATOP B OM 540 SQ. FI'. UP t0 2ND FLR 5-2 ---_-- M I ELEV.2 EMR >= CiKU Y 2 F STO RAWArd'1BOARD LIGHT G 18x11 i i ERV-1 WELL PLUMBING 18x11 ,1110, tHiB AREA EQUIPMENT IN PLUMBING UH-2 RE — — N 14x14 0x10 M i i EQUIPMENT 18x45" SUPPLY DUCT — 0 - RASH 8 12 OA TOP THIS AREA UP t0 IST FLR --� 0 10x6 , ; 10x10 OA x 8 12 EA BOTTOM p _----- 24x12 LOUVER FOR ERV EXHAUST AIR DISCHARGE MUA-1 ILTER CASSETTE ------ IN-LINE FAN (� ------ SILENCER ELECTRIC DUCT UNCONDITIONED HEATER TRASH ROOM -- ---- (� tv 9 10 11 12 13 � CELLAR MECHANICAL CONSTRUCTION PLAN scuE: �/4. �.�. 38015 MAIN ROAD ORIENT, NY 11957 1 ( 2 ) 3 4 5 6 7 8 9 10 11 12 13 - CONSTRUCTION NOTES: OALL DUCT SIZES SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. ALL SUPPLY AND RETUFN DUCTS t0 5E WRAPPED WITH 2" INSULATION OR LINED WITH I.5" DUCT LINING TO MEET 2020 NYS ENERGY CODE. ------------------- , I — UP — I I 0 0 I i I I ------------------------------------------------- I I I I I I I I I I I I I I g ------ ------ ------ g II 18X4.5" SUPP Y L5-C E ------ r------------ '---------------------------------------� L-DUCT FR 1'-0" BATHROOM 0114 Q E OW M WALL) BEDROOM "113 ------ E 65 Sa FT. WAR!"IBOARD Fl-1-41 BEDROOM! 1 220 SQ. FT. I 1 13 WARNIBOARD r---------------------------------------------------- LIVING DINING RM. -------------------------- -, AAII .. ' I I DUCT FROM 835 SQ FT. i BELOW I WAR!"f50ARD WALL i FAMILY ROOM -� � N:(100) 9x6 HUMIDIFICATION ------ I WARM50ARD L 5- UCT FROM BELOW 1�-0�� 12x " EXHAUST ---------------------------------------------------------------------------------------------------------- WALL 1 n i EX:(50) DUCT BELOW14 LB-C L13_0 L15_0 I LB-D ENTRYil - _ - I 190 8Q. T. I -6 1 -6 � i FLOOR FLOOR FLOOR Baa g° �^ �. 8,500) L5—D WA ARD j I ' I I �>S•1200) S•1200)<� I r. ,_. t., _ s R:Z'250)------ H ------ �I I L5-D FLOOR 11.011 1 0 FLOOR 8:(500) FLOOR FLOOR 18x4.5" RE RN I ------ ---------------------------------------------------------- - Ha100) Ha100) a DUCT FROM BELOW ! I I H:(100) �-5_D_ i COORDINATE WITH ; PLUM5ING IN THIS AREA CURTAIN TRACK � I 18x45" RE�1�1J 9x6 HUMIDIFICATION STAIR FLOOR I DUCT FROM BELOW O ' I Ha100) I POWDER ROOM "109 DUCT FROM 5ELOW 30x6 SUPPLY L5-D I HALLWAY LB-D I 50 SQ Ft DUCT FROM BELOW 0 -0 i DINING i WARI"WARD FLOOR -- _ -- _ 1 12 I FLOOR i i ENTRY ---�x ROOP�4 LB-A I I 103] I --1 0 --- -- , i HALLWAY' ! � I � 101 _ I I I I I CUSTOM WALL I' C______________ _ =___ 220 SQ. I i ; 16x14 KITCHEN I I 15" HIGH EX:(25) ;I - — - ---- -- -------- -- T -- '14'-0" LONCx x 0"-2" HIGH' EXHAUST DUCT i i DIFFUSER — II --- --- .= I WAR1"I50 RD --' UP TO ROOF 2'_0F}�sw�>t - _ o JONATHAN SCHLOSS/ARCHITECT ING IN MILLWORK TOEKICK I I LIVING FOR MAKE-UP AIR SUPPLY i � ROOM WALL V) I 277 BROADWAY 131H FLOOR j I NEW YORK, NEW YORK 10007 KITCHEN HOOD W TH REMOTE BLOWER 1= N F 212 202 7935 30x6 RETURN DUCT COAT I FROM 5ELOW ' LI II.OSEI f�k N 2'-0" I ; 1 Oil 6x6 EXHAU -r))UCT 6x5" RETURN WALL STRUCTURAL ENGIN FROM 5ELOW i :(400) �X5"SPP SILMAN I I DU r OM BELOW_- K1tCHEN j ; I LB-D I bx4 EXHAUST DUCT - = -— - - - DUCT FROM BELOW 32 an SUP, 1oTH FLOOR J ----- 480 SQ. FT. �------------------------- '----16'-6"------------------------------------------- -- FROM BELOW o- FLOORL5-C ! ------ v NEW YORK, NEW YORK 10005 WARMSOARD ---- KITCHEN Ra1800) 8x4 SUPPLY DUCT 4'-0" T 212 620 7970 L5-D FROM 5ELOW WALL BF- ------- �I 118x up AIR DUG - - - 1'_0�� 3'_9�� I 8:(400) , K U FROM 5ELOW I ❑ FLOOR FLOOR g 4"a UP �U N')' �# CLOS MECHANICAL ENGINEER: I I 1-1:1100) 8:(500) hj LAUNDRY •115 JMV ENGINEERING I � I �,.,-. � � ,'��--��.. 1 ,c. I 55 8Q. Fr. ---- -- 1 I ------------------------ -- _-. - ------------------------------ __- ;; `i AD I 37 WEST 39Th STREET 18x6 � � D I � wARMBOARD FROM = L 18x45" '1UR�1 I L surrE 703 Jr— L 5 i DUCT BEL NEW YORK, NEW YORK 10016 T 212 852 98 ' u _ _ 66 14 -0 LONG x 0'-211 HIGH WALL _ DUCT FROM BELOW OPENING IN MILLWORK �y H•1100) �' ii _ LB-A ' - -------_____ ----------____-- � LB-G �a �-, 1'-0" LANDSCAPE DESIGNER: SCREEN LB-D tOEKiCK FOR AC-1.1 RETURN �-- - ----- I' _ PORCHLill 1 0 DIVIDER BETWJEEN RETURN PLENUM WITH WIRE i -LS-D LB-D--- ESEDROOM 2 2'-0" 18x4. ' 1�EtU ( WALL STARR WHITEHOUSE LANDSCAPE ARCHITECTS FLOOR I I'-6" 1'-6" [1 16 WALL DUCt_FRom B L EX:(50) 80 BROAD STREET 1 19 MAKEUP AIR AND MESH SCREEN BENEATH � __ 8,12 i 12x6 HUMIDIFICATION 8(250) SUrrE 1700 RETURN PLENUMS MILLWORK I FLOOR FLOOR O "-``-` --------------------'----------------------------`----8,200) ------__--- DUCT FROM BELOW 18X45" SUPPLY NEW YORIc, NY 10004 -- I t FROM BEL FROM FLOW UCT —'---- T 212 487 3272 ------ ..- -------- 8x6 SU LY D 5 n — I I I 1Zm BATHROOM 3REAKF,;ST I— ,— -a a; '— 111 BATHROOM ROOM # V G is WARMBOARD �� 65 Sa FT. CML ENGINEER: i —18x45 —SUPPPLYELEV.2 WARMOARD 5EL JOHN CONDON PC I MUD � L5-C � 1755 SIGSBEE ROAD ROOM MATITrUCK, NY 11952 ------ --- i C i WALL ------ I v T 631 298.1988 O 6 ' LB-D I 8:1250) I u L5-D L13'-D ' BRE 3=Ac ii 21"0" 1'-0" FLOO I I LIGHTING DESIGNER: O _ _ 2� • Fl: i FLOOR � �f FLOOR 8:(250) i i O L'OBSERVATOIRE INTERNATIONAL — WA AIRD a 8:1250) Hai00 I i ' ® ; 120 WAVER STREET _—_--- a UTILITY & I I i --- — surrE 7E u PANTRY i I P NEW YORK, NY 10013 I 1 05 I I T 212 255 4483 I i II I I I --------------' BEDROOM 0116 Q i 225 SGL Ft. ---------------------- WARMSOARD --- � NE r p °.6 071 jog aA�{G�C7 fi�SSt4t N 11-10-23 ISSUE FOR RUNG (MECHANKAL) I I I I I I I 10-26-23 ISSUE FOR FILING (PLUMBING RISER) 10-13-23 PROGRESS MEP 07-11-23 PROGRESS MECHANICM. REDESIGN 12-28-22 MEP PRELIMINARY PWNG SET 1 2 5 6 7 8 9 10 1 1 12 13 MAIN LEVEL MECHANICAL CONSTRUCTION PLAN DRAWN BY. DD/Wc/Bv CHECKED BY- JV DATE- NOVEMBER 10, 2023 SCALE:AS NOTED 1 MAIN LEVEL MECHANICAL CONSTRUCTION PLAN M-302 . 00 SCALE 1/4• - 1'-0- 38015 MAIN ROAD ORIENT, NY 11957 1 2 ► 3 4 5 6 7 8 9 10 11 12 13 t t t t t t t t t t t CONSTRUCTION NOTES: OALL DUCT S1ZE8 SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. ALL SUPPLY AND RETURN DUCTS t0 BE WRAPPED WITH 2" INSULATION OR LINED WITH 15" DUCT LINING t0 MEET 2020 NYS ENERGY CODE. I A -- —_— o= _-- - - ------ � ,I MASTER I �I DECK EXT I I ------------- DN s I I I BATHROOM 0208 65 SGL FT. WARMBOARD C MASTER 5ED 530 80. FT. WABM5OARD TI � L5-c E BATHROOM I'-0" BEDROOM 0201 6" CONI N OUS GRILLE MASTER LB-A 208 11 —'!—> WALL BEDROOM 260 SGL FT. BLANK- . SEE DETAIL BEDROOM 1'-0" 8:1250) 207 WARMBOARp WALL 18X4.5" SUPPLY L5-5 H:(200) pU t_ 5ELOW 0'-6" L5—A L5—A �, WALL -------- WALL WALL 9x6 HUMIDIFICATION F i---------------------------------------------------------------------------------------i S•l6'15) ------ 8:1240) 5- UCT FROM BELOW I I - - I 0 ----------, 12x " EXHAUST G i i ---------- �- ------- - __-_--__-- - ---------- WALL DUCT BELOW ------ lll�u�i , X:(50) G _11 ELEV.1 -- I WALL rix-I 1 X-1 R.(560) 1 )RESSI !G 6x4 CELL -'` I.I -----8:r257a1 H ------ -------------------------------------- ---------------------------------------------------------------------------------- -------------------------- Roo, Sa-t ) -------------- ,�T-I _ ------ I I -; � 202 � � _' " ---------- H 4x 18x4.5" RETURN l'1x'124x'1 { I DN `t DUCT FROM SELOUI I HALLG11AY ---- I 21 1 I I I L_ l JL1 � _L = 9X6 20x I , 9x6 HUMIDIFICATION I t I DUCT FROM BELOW I HALLWA . � .. 300 Sa PT. t --- -- WA 1•d'1B0�4RD I MASTER BATH ---- EAST I I r------- - — --_ I I I _ DECK WAR"1BOARD --- .--- --- — = EXl I O t mA I 0x -SUPPLY - E ; JONATHAN SCHLOSS/ARCHITECT I I I WALL qAS 24x'1 D FROM 5ELOW I 202 BrsawwnY KEF-1 i i i LB-A EX:(505 BATI 1 --_ -- --- --- I ___ ___ _ I ,3TH FLOOR I I I 1 -0 I I NEW YORK, NEW YORK 10007 CEILING 3 RETURN DUCT .___ I I I I — I T 212 213 5548 t I I BELOW EX:125) LB-A I If it b.. I TT --- bx EXI-HAUgT DUCT- 38015 MAIN ROAD ORIENT, NY 11957 1 2 3 4 5 6 7 8 9 10 11 12 13 i 1 1 1 1 1 ( I 1 MAIN LEVEL TRELLIS E ____---- 4" VTR ------- E 00 F 00 - -------------------------------------------------------------------------------------- - LINE OF FASCIA f i ------------------------------------- --- Ir ---------------------------------------- --------------------------------- 1 I i I I I I I I I LINE OF WALL BELOW i I I I I I I I I I I I j I I I SLOPE J"/FT I i I I I I I I I JONATHAN SCHLOSS /ARCHITECT 277 BROADWAY I I I FIREPLACE FLUE SKYLIGHT PER 13TH FLOOR I i i SPEC NEW YORK, NEW YORK 10007 SLOPE J"/FT I T 212 213 5648 LINE OF WALL F 212 202 7935 BELOW I INTERNAL GUTTER i 4„ VTR � srRucruRAl ENGINEER: QQ KItCHEN i SLOPE: � /10 i ©O I'LL SILMAN EXH14U3t SAN ---------- --- - 32 OLD SUP, 10TH FLOOR - ----------------------------------------------------- ------ - - - NEW YORK. NEW YORK 10005 ON LOW ROOF 4„ VTR Rl'ERQ T 212 620 7970 �\ - - I ------ I OUTLL�B A �� K 4„ VTR MECHANICAL ENGINEER: I 4„ VTR JMV ENGINEERING I 37 WEST 39TH STREET I I ------ SURE 703 II ---_------------- '------- NEW YORK, NEW YORK 10018 II II I T 212 852 9855 II 00 II II II I LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS I I ; 80 BROAD STREET II E SUITE 1700 NEW YORK. NY 10004 4„ VTR ------ M T 212 487 3272 II � CML ENGINEER: SLOPE J"/FT i i I JOHN CONDON PC II i II i J 1755 SIGSBEE ROAD - FIREPL\CE 11 I FLUE J T TMUC 8.198811952 N _----- i i MAIN LEVEL 3" BOILER EXHAUST FLUE J — NY II II i TRELLIS BELOW I , 3" BOILER COMBUSTION LIGHTING DESIGNER: AIR INTAKE DOWN O L'OBSERVATOIRE INTERNATIONAL II I 120 WALKER STREET II SURE 7E IIr------------------------ ------------------------------------------ I I I � --- ---'-- NEW YORK, NY 10013 II T 212 255 4483 II I II I II I II I II I 1 MAIN LEVEL r F tic TRELLIS BELOW �� ttitICyq r() LINE OF BUILDING FACADE BELOW 4 a '�'+�! � C 071109 IY 11-10-23 ISSUE FOR RLING (MECHANICAL) 10-26-23 ISSUE FOR FILING (PLUMBING RISER) I I 10-13-23 PROGRESS MEP 07-11-23 PROGRESS MECHANICAL REDESIGN 1 I 1 I i I 1 1 1 I 1 I I 12-28-22 MEP PRELIMINARY PRICING SET 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 ROOF MECHANICAL CONSTRUCTION PLAN DRAWN BY: DD/WC/BV CHECKED BY' IN DATE' NOVEMBER 10, 2023 SCALLS AS NOTED 1 ROOF MECHANICAL CONSTRUCTION PLAN M-304 . 00 SCALE: 1/4- - 1'-0' 1'5'-,�_),5 ,g a 50 18 I - A6s-es60,,5 GRAPHIC SYMBOL LEGEND BUILDING CODE BUILDING INFORMATION DRAWING LIST 38015 MAIN ROAD ORIENT, NY 11957-1163 MASTER BEDROOM SECTION 303 HABITABLE ROOMS-DAYLIGHT AND VENTILATION: SECTION R311 MEANS OF EGRESS ZONING SURVEY ROOM NAME BUILDING PERMIT SURVEY: 1 OF 3 R303.1 HABITABLE ROOMS DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN ACCORDANCE WITH THIS SECTION. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE BUILDING PERMIT SURVEY: 2 OF 3 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND MAP REFERENCE SCTM N0. 1000-15-2-15.8 STORMWATER MANAGEMENT CONTROL PLAN: 3 OF 3 FM-2-871 HABITABLE ROOMS SHALL_ HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE REQUIRED GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE REQUIRED EGRESS DOOR ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE COUNTY TAX MAP NO. DISTRICT 1000, SECTION 15, BLOCK 02, LOT 6 ARCHITECTURE 123 DOOR NUMBER SKYLIGHTS, DOORS, LOUVERS OR OTHER SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC FOLLOWING: OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. WAY. SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH CONSTRUCTION TYPE: Type V T-001 GENERAL NOTES + LEGEND PARTITION TYPE CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE R311.2 EGRESS DOOR NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH ASTM F2090. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT T-002 ZONING ANALYSIS NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL PROVIDE A CLEAR WIDTH COMPLY WITH SECTION R312.2.2. ZONE: R-80 T-003 ENERGY: RESCHECK OF NOT LESS THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR EXCEPTIONS: AND THE STOP, WITH THE DOOR OPEN90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR R312.2.2 WINDOW OPENING CONTROL DEVICES WINDOW OPENING CONTROL DEVICES SHALL COMPLY DM-001 SITE DEMOLITION PLAN AREVISION NUMBER OPENING SHALL BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP WITH ASTM F2090. THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE HEIGHT LIMIT: 2 STORIES 35'/25' ABV. AVERAGE EXIST. GRADE THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR A-001 SITE PLAN R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. PROPOSED BLDG HEIGHT: 24' - 9" ABV. AVERAGE EXISTING GRADE DETAIL NO. SECTION M1505. INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. A-100 CELLAR FLOOR PLAN SECTION R314 SMOKE ALARMS AND HEAT DETECTION SEE DIAGRAMS 4,5,6 /T-002 A-101 MAIN LEVEL FLOOR PLAN SECTION KEY THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS THERE SHALL BE A LANDING OR FLOOR ON A-102 UPPER LEVEL FLOOR PLAN ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN R314.1 GENERAL SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION FRONT YARD SETBACK: 60'-0" A-103 ROOF PLAN SHEET NO. FOOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) R314. ABOVE THE FLOOR LEVEL. MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED A-110 PARTITION TYPES DETAIL N0. 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). R314.1.1 LISTINGS SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217.HEAT DETECTION SIDE YARD SETBACK: 20 - 0 MIN, 45 -0 BOTH SECTION R308 GLAZING SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539, AS APPROPRIATE FOR THE INTENDED A-300 EXTERIOR ELEVATIONS 1�:zELEVATION KEY R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS DOORS OTHER THAN THE REQUIRED APPLICATION.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN REAR YARD SETBACK: 75' - 0" A-301 EXTERIOR ELEVATIONS SHEET NO. R308.1 IDENTIFICATION EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT BE MORE THAN 7 j INCHES ACCORDANCE WITH UL217 AND UL 2034. (196 MM) BELOW THE TOP OF THE THRESHOLD. EXCEPTION: A TOP LANDING IS NOT REQUIRED R314.2 WHERE REQUIRED SMOKE ALARMS AND HEAT DETECTION SHALL BE PROVIDED IN LOT COVERAGE+GSF: A-400 BUILDING SECTIONS 1 EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE ACCORDANCE WITH THIS SECTION. R314.2.1 NEW CONSTRUCTION SMOKE ALARMS SHALL BE A-401 BUILDING SECTIONS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY. PROVIDED IN DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. A-402 BUILDING SECTIONS DETAIL N0. DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION THE TYPE OF GLASS AND THE SAFETY LOT SIZE: 6.9584 ACRES 4 2 INTERIOR ELEVATION KEY GLAZING STANDARD WITH WHICH IT COMPLIES, AND THAT,IS VISIBLE IN THE FINAL INSTALLATION. R311.3.3 STORM AND SCREEN DOORS STORM AND SCREEN DOORS SHALL BE PERMITTED TO SWING BUILDABLE AREA (LANDWARD OF CEHA): 253,956 S.F A-403 BUILDING SECTIONS A-304 OVER EXTERIOR STAIRS AND LANDINGS. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS A-410 WALL SECTIONS 3 DECK EMBOSSED, OR BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING ALLOWABLE GROSS FL. AREA: LOTS IN EXCESS OF 200,000 S.F.: SHEET N0. DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTUREDECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL BE POSITIVELY ANCHORED TO THE LANDING, DECK, BALCONY AND STAIR CONSTRUCTION AND ATTACHMENT EXTERIOR LANDINGS, R'S DESIGNATION. R311R314.2.3 ATTACHED G 10,100 S.F. + 1% OF ANY ADDITIONAL LOT AREA ARAGES HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR TEMPERATURES A-411 WALL SECTIONS PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES OR SHALL BE DESIGNED TO SHALL BE SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: -IN EACH 10,100 S.F. + 541 S.F. = 10,641 S.F. EXCEPTIONS: SLEEPING ROOM. -OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE A-610 ELEVATOR DETAILS DETAIL N0. BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS BEDROOMS. -ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SUBJECT TO WITHDRAWAL. PROPOSED GROSS FL. AREA: 8,247 G.S.F. A-611 FIREPLACE DETAILS DETAIL KEY FOR OTHER THAN TEMPE-RED GLASS, MANUFACTURER'S DESIGNATIONS ARE NOT REQUIRED PROVIDED HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS THAT THE BUILDING OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE SEE DIAGRAMS 1,2,3/T-002 R311.6 HALLWAYS THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 MM). A-700 INTERIOR DOOR SCHEDULE EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. TEMPERED SPANDREL GLASS IS PERMITTED ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE SHEET N0. A-710 EXTERIOR DOOR + WINDOW SCHEDULES TO BE IDENTIFIED BY THE MANUFACTURER WITH A REMOVABLE PAPER DESIGNATION. ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW ALLOWABLE LOT COVERAGE: 50,791.2 S.F. R311.7 STAIRWAYS THE UPPER LEVEL. -SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) 20% OF 253,956 S.F. (R-80) A-711 EXTERIOR DOOR + WINDOW TYPES R308.4 HAZARDOUS LOCATIONS HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES 914 MM IN CLEAR WIDTH AT DIMENSION LINE ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS PROPOSED LOT COVERAGE: 10,877 S.F.; 4.3% ALLOWABLE STRUCTURAL THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH R308.4.7 SHALL BE CONSIDERED TO HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING SECTION. SEE BUILDING PERMIT SURVEY, SHEET 1 OF 3 BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. S-001 GENERAL NOTES - - - - - - HIDDEN OR REFLECTED LINE TREADS AND LANDINGS, SHALL BE NOT LESS THAN 31 4 INCHES (787 MM) WHERE A HANDRAIL IS R314.3.1 INSTALLATION NEAR COOKING APPLIANCES SMOKE ALARMS SHALL NOT BE INSTALLED IN S-100 FOUNDATION PLAN R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A PARKING SPACES REQUIRED: 2 S-101 FIRST FLOOR FRAMING PLAN BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. SIDES. LOCATION REQUIRED BY SECTION R314.3. -IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED S-102 SECOND FLOOR FRAMING PLAN - CENTER LINE LESS THAN 20 FEET (6096 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING PARKING SPACES PROVIDED (ENC): 3 S-103 ROOF AND POPOP FRAMING PLAN EXCEPTION: EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION APPLIANCE. -IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE S-301 SECTIONS GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER (76 MM) SPHERE IS UNABLE R311.7.10.1. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 INSTALLED LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED S-401 DETAILS LOCATION TO PASS. FEET 8 INCHES (2032 SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE COOKING APPLIANCE. -PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 S-501 TYPICAL DETAILS ELEVATION KEY OF THE MEASURED VERTICALLY FROM THE LANDING OR PLATFORM ON THAT PORTION OF THE ELEVATION R308.4.2 GLAZING ADJACENT TO DOORS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL STAIRWAY. FEET (1828 PERMANENTLY INSTALLED COOKING APPLIANCE HORIZONTALLY FROM A R314.4 S-502 TYPICAL DETAILS INTERCONNECTION WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN S-503 TYPICAL DETAILS ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES SHALL S-504 TYPICAL DETAILS CEILING TYPE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR EXCEPTIONS: WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL S-505 TYPICAL DETAILS WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL NOT OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE S-506 TYPICAL DETAILS A 8'-0" CEILING KEY PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN 4 j INCHES (121 MM). ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL S-507 TYPICAL DETAILS WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE ALARMS SOUND UPON ACTIVATION OF ONE ALARM. HEIGHT OF B.O. PLANE OF THE DOOR IN A CLOSED POSITION. R311.7.3 VERTICAL RISE A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 CIVIL FINISHED CEILING A.F.F. INCHES (3835 MM) BETWEEN FLOOR LEVELS OR LANDINGS. R314.4.1 HEAT DETECTION INTERCONNECTION HEAT DETECTION SHALL BE CONNECTED TO AN ALARM SANITARY PLAN: 1 OF 2 WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES (3.14 RAD) FROM THE PLANE OF OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. ALARMS AND SMOKE ALARMS THAT SANITARY PLAN: 2 OF 2 THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF ARE INSTALLED FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION IN-SWINGING DOOR. THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES THAT WILL PROVIDE OCCUPANT NOTIFICATION. MEP SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. M-300 MECHANICAL SITE PLAN EXCEPTIONS: R314.5 COMBINATION' ALARMS COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE M-301 MECHANICAL CELLAR PLAN NEW OR RELOCATED DOOR R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 8 1/41NCHES (209 MM). THE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. M-302 MECHANICAL FIRST FLOOR PLAN DECORATIVE GLAZING: RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE M-303 MECHANICAL SECOND FLOOR PLAN GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY R314.6 POWER SOURCE SMOKE ALARMS AND HEAT DETECTION SHALL RECEIVE THEIR PRIMARY M-304 MECHANICAL ROOF PLAN WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND MORE THAN 3/8 INCH(9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE THE GLAZING. THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING P-501 PLUMBING RISER DIAGRAM I WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR THE VERTICAL. AT OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR P-502 PLUMBING RISER DIAGRAM 11 LESS IN DEPTH. MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A OVERCURRENT PROTECTION. EXCEPTIONS: SMOKE ALARMS INSTALLED IN ACCORDANCE WITH 4-INCH-DIAMETER (102 MM) SPHERE. SECTION R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. ABBREVIATIONS EXCEPTIONS: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. R314.7.1 GENERAL FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND GLAZING THAT IS ADJACE=NT TO THE FIXED PANEL OF PATIO DOORS. THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA72. SMOKE DETECTORS SHALL BE A/C AIR CONDITIONING JT JOINT LISTED IN ACCORDANCE WITH UL 268. ADJ ADJUSTABLE MS MARBLE SADDLE R308.4.3 GLAZING IN WINDOWS R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 91NCHES (229 MM). THE TREAD R314.7.2 LOCATION SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN SC SOLID CORE MDF MED.DENSITY.FIBER.BD. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST SECTION R314.3. PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE _ CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: CLG CEILING NIC NOT IN CONTRACT GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY R314.7.4 COMBINATION DETECTORS COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL CONST CONSTRUCTION NTS NOT TO SCALE THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET (0.836 M2). MORE THAN 3/8 INCH (9.5 MM). BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKE DETECTORS, APPLICABLE BUILDING CODES: MATERIAL LEGEND CT CERAMIC TILE O.C. ON CENTER THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 AND UL 2075. R311.7.5.3 NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE CL CENTER LINE PNTD PAINTED THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR. CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT GREATER SECTION R315 CARBON MONOXIDE ALARMS R315.1 GENERAL CARBON MONOXIDE ALARMS SHALL BE EQUIPMENT SHALL COMPLY WITH THE APPLCIABLE CODES LISTED BELOW: CONC-1 POLISHED CONCRETE TOPPING SLAB ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY THAN 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT PROVIDED IN ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. SECTION DET DETAIL SH SHADE AND IN A STRAIGHT LINE-, OF THE GLAZING. MORE THAN1-1/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING R316 FOAM PLASTIC R316.1 GENERAL THE PROVISIONS OF THIS SECTION SHALL GOVERN THE ZONING ORDINANCE: CONC-2 ARCHITECTURAL CONCRETE DW DISHWASHER PLYWD PLYWOOD R308.4.4 GLAZING IN GUARDS AND RAILINGS PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH MATERIALS, DESIGN, APPLICATION, CONSTRUCTION AND INSTALLATION OF FOAM PLASTIC MATERIALS. (95 MM) WITHIN A STAIRWAY. TOWN OF SOUTHOLD CHAPTER 280, AMENDMENT: L.L. N0. 16-2022 . DWG DRAWING REF REFRIGERATOR R316.2 LABELING AND IDENTIFICATION PACKAGES AND CONTAINERS OF FOAM PLASTIC INSULATION I CONC-3 POURED-IN-PLACE ,CONCRETE EXCEPTIONS: AND FOAM PLASTIC INSULATION COMPONENTS DELIVERED TO THE JOB SITE SHALL BEAR THE LABEL EF EACH FACE REV REVISION DECORATIVE GLAZING. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN OF AN APPROVED AGENCY SHOWING THE MANUFACTURER'S NAME, THE PRODUCT LISTING, PRODUCT BUILDING CODE: CONC-4 PRE-CAST PAVERS EQ EQUAL SIM SIMILAR TO WHERE GLAZING IS ADJA=CENT TO A WALKING SURFACE AND A HORIZONTAL RAIL IS INSTALLED 34 11 INCHES (279 MM). IDENTIFICATION AND INFORMATION SUFFICIENT TO DETERMINE THAT THE END USE WILL COMPLY WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE TO 38 INCHES (864 R311.7.6 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND THE REQUIREMENTS CONC-5 TBD EXIST EXISTING S.S. STAINLESS STEEL TO 965 MM) ABOVE THE: WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A ETR EXISTING TO REMAIN TBD TO BE DETERMINED HORIZONTAL LOA (730 N/M) WITHOUT CONTACTING THE GLASS BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE ENERGY CONSERVATION CODE: - D OF 50 POUNDS PER LINEAR FOOT R316.3 SURFACE BURNING CHARACTERISTICS UNLESS OTHERWISE ALLOWED IN SECTION R316.5, NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED. FOR LANDINGS OF SHAPES OTHER THAN 1: CB 1 CEMENT BOARD: SOFFIT AND HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN V INCHES (38MM). SQUARE OR RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT FOAM PLASTIC, OR FOAM PLASTIC CORES USED AS A COMPONENT IN MANUFACTURED ASSEMBLIES, 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE FIN FINISH (ED) TYP TYPICAL OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. USED IN BUILDING 'ONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 FF FINISH FLOOR W/ WITH BOTTOM EDGE OF THE GLASS IS25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE AND SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHEN TESTED IN THE FEMA FLOOD MAP GRV- 1 GRAVEL: ROOF- TDB SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE NOT LESS THAN 36 INCHES (914 MM). MAXIMUM THICKNESS AND DENSITY INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL FLR FLOOR VIF VERIFY IN FIELD ADJACENT TO THE GLASS EXTERIOR. 723. LOOSE-FILL-TYPE FOAM PLASTIC INSULATION SHALL BE TESTED AS BOARD STOCK FOR THE GRV-2 GRAVEL: DRIVEWAY - TBD GWB GYPSUM WALL BOARD WD WOOD EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX. EXCEPTION: FOAM PLASTIC INSULATION SCALE: NTS R308.4.4 GLAZING IN GUARDS AND RAILINGS STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THAT A DOOR DOES NOT SWING MORE THAN 4 INCHES (102 MM) THICK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN FEMA NOTE: BUILDING IS NOT IN A FLOOD ZONE AS PER FEMA MAP 36103CO067H MTL-1 EXTERIOR RAILINGS: GALVANIZED STEEL FIELD PAINT HDWD HARDWOOD OVER THE STAIRS. R311.7.7 STAIRWAY WALKING SURFACE THE WALKING SURFACE OF TREADS AND 75AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED AT A THICKNESS OF GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES NOT MORE THAN 4 INCHES (1 02 MM), PROVIDED THAT THE END USE IS APPROVED IN JONATHAN SCHLOSS /'`.R F II FC;.:T� NONSTRUCTURAL IN-FILL, PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE HORIZONTAL (2-PERCENT SLOPE). ACCORDANCE WITH SECTION R316.6 USING THE THICKNESS AND DENSITY INTENDED FOR USE. ., MTL-3 EXTERIOR STAIRS 277 BROADWAY SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. Zo�e,VE11',,.-#, %, 13TH FLOOR R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH ' '' R316.4 THERMAL BARRIER UNLESS OTHERWISE ALLOWED IN SECTION R316.5, FOAM PLASTIC SHALL �.-�' 'Sf 'e . _ ,., MTL-3 INSECT SCREEN, TREATED, MARINE GRADE NEW YORK, NEW YORK 10007 GENERAL NOTES R308.4.4.1 STRUCTURAL GLASS BALUSTER PANELS: FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVED THERMAL BARRIER OF NOT GUARDS WITH STRUCTURAL GLASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP LESS THAN 1/2-INCH (12.7 GYPSUM WALLBOARD 23/32-INCH (18.2 MM) WOOD STRUCTURAL ,> ,,M ""�" _Oe.+"'1 - T 212 213 5546 RAIL OR HANDRAIL. PANEL OR A MATERIAL THAT IS TESTED IN ACCORDANCE WITH AND MEETS THE ACCEPTANCE ""� _ ... .�� , . +.. MTL-4 TBD F 212 202 7935 R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING """- , . .. : , s 1. THE CONTRACTOR SHALL VISIT THE SITE TO REVIEW & SURVEY THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES CRITERIA OF BOTH THE TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY FIRE TEST OF �'- - EXISTING CONDITIONS TO FULLY UNDERSTAND THE SCOPE OF THE TOP RAIL OR HANDRAIL SHALL BE SUPPORTED BY NOT LESS THAN THREE GLASS BALUSTER 864 MM AND NOT MORE THAN 38 INCHES 965 MM U NFPA 275. R316.5 SPECIFIC REQUIREMENTS THE FOLLOWING REQUIREMENTS SHALL APPLY TO ,.o� E; - '_ .-' MW 1 BALTIC BIRCH PLYWOOD STRUCTURAL ENGINEER: ( ) IN ( ). THE USE OF A VOLUTE, TURNOUT OR ,-.�..,� THE WORK. PANELS, OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN PLACE SHOULD ONE GLASS STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. WHERE HANDRAIL FITTINGS OR THESE USES OF FOAM PLASTIC UNLESS SPECIFICALLY APPROVED IN ACCORDANCE WITH FL_,16� �.. ' ' ' .. I ms's., BALUSTER PANEL FAIL. SECTIONR316.6 OR BY OTHER SECTIONS OF THE CODE OR THE REQUIREMENTS OF SECTIONS �" " 0 . � ,.1.'. .. , ' MV-2 BULTHAUP ALPINE WHITE MATTE LACQUER SILMAN BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT � WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A R316.2 THROUGH R316.4 HAVE BEEN MET. R316.5.1 MASONRY OR CONCRETE CONSTRUCTION THE � ". .�.,�, 4 . .-, 32 OLD SLIP, 10TH FLOOR 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND INFORM � ��.-.� u �. ' _,�� . - ARCHITECT OF ANY CONDITIONS THAT MAY AFFECT DEMOLITION EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED WHERE THE GLASS BALUSTER THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED IN A MASONRY OR CONCRETE " - 0 , MV-3 NEW YORK, NEW YORK 10005 FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 ;. ; " , 3 PAINT GRADE PLYWOOD AS SHOWN ON THE DRAWINGS. PANELS ARE LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OF EQUAL THICKNESS AND OF INCHES (956MM). WALL, FLOOR OR ROOF WHERE THE FOAM PLASTIC INSULATION IS SEPARATED FROM THE INTERIOR w. T 212 szo 7970 THE SAME GLASS TYPE, OF THE BUILDING BY NOT LESS THAN A 1-INCH (25 MM) THICKNESS OF MASONRY OR CONCRETE. I 11 . �ry t ,. '� MV-4 LAMINATE 3. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEW R311.7.8.2 HANDRAIL PROJECTION: HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 ,0" '` . ` ,,,M,, ""p " .. ° MECHANICAL ENGINEER: CONSTRUCTION AND INFORM ARCHITECT OF ANY CONFLICTS R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR R316.5.2 ROOFING THE THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED WHERE il P, I . ,,. ,1° FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR MM) ON EITHER SIDE OF THE STAIRWAY. THE FOAM PLASTIC IN A ROOF ASSEMBLY OR UNDER A ROOF COVERING IS INSTALLED IN � ` . .,, ' -",. ,�2 ' = AAz STONE-1 CCS STONE GLASSOS CRYSTAL WHITE POLISHED MV ENGINEERING BEFORE DEMOLITION BEGIN. SEE D-001: SITE DEMOLITION PLAN. EXCEPTION: WHERE NOSINGS OF LANDINGS FLOORS OR PASSING FLIGHTS PROJECT INTO THE ' >�"' J G NEERING OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS ACCORDANCE WITH THE CODE AND THE MANUFACTURERS INSTRUCTIONS AND IS SEPARATED FROM `' r, 1 I >` :„,.-� w 37 WEST 39rH STREET THAN 60 INCHES 1524 MM MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT _ Zone VE , '` t< u_s w ,} - 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ( ) THE INTERIOR OF THE BUILDING BY TONGUE-AND-GROOVE WOOD PLANKS OR WOOD STRUCTURAL a'!E� a,;. �_, - f .: r r„ STONE-2 BULTHAUP COUNTERTOPS BY GC; SAME AS STONE- 1 SUITE 703 SHALL BE CONSIDERED 'TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING MORE THAN 61/2 INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND -�, to - , �, INSPECTIONS AND PAY ALL FEES. PANEL SHEATHING, IN ACCORDANCE WITH SECTION R803, THAT IS NOT LESS THAN 15/32 INCH i . a_•, p ,. �, " B AND EACH PANE IN MULTIPLE GLAZING. HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. _,, .. �, � �, w NEW YORK, NEW YORK 10018 (11.9 MM) THICK BONDED WITH EXTERIOR GLUE, IDENTIFIED AS EXPOSURE 1 AND WITH EDGES �, ,- {' .. ,, o STONE-3 ALTERNATE SOLID SURFACE e� 1 � P� T 212 852 9855 5. THE WORK SHALL CONFORM WITH THE CURRENT EDITIONS OF R311.7.8.3 HANDRAIL CLEARANCE HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT SUPPORTED BY BLOCKING OR TONGUE-AND-GROOVE JOINTS OR AN EQUIVALENT MATERIAL. THE � - ./.1 0 , < ra,c„.„. THE FOLLOWING : EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES (1524 MM), MEASURED HORIZONTALLY AND SMOKE-DEVELOPED INDEX FOR ROOF APPLICATIONS SHALL NOT BE LIMITED. -0, ` ,A`.; � TILE- 1 TBD - NEW YORK STATE RESIDENTIAL BUILDING CODE - AS IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. - - * '# �o1101!a ° "� _ z. LANDSCAPE DESIGNER: AMENDED AND ALL OTHER APPLICABLE LAWS. SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GLAZING WHERE MISCELLANEOUS ��.,.�I,, ,. a'" � . - � I 11 R311.7.8.4 CONTINUITY HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, 3 1. ,=. `, f " � WOOD-1 1 x 6 IPE DECKING HIDDEN FASTENERS STARRWHITEHOUSELANDSCAPEARCHITECTS OTHER REGULATIONS STATED AND IMPLIED IN THE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE � :f •.tW FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE r _ :, t . ' " "`° SPECIFICATIONS AND DRAWINGS. PLANE OF THE ADJACENT WALKING AND A HORIZONTAL RAIL IS INSTALLED AT 34 TO 38 INCHES R319.1 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS - - - ,-" ° * M_ � .: "' .'` . , . fio BRonD srREET .F LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN - � p- 7 ""' e.,....„.;;I � ,,r s.. � . { r> » SUITE 1700 IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT ,r �-.�. , .„.,.Y«„M � . _ ?� WOOD-2 DINESEN: DOUGLAS FIR ENGINEERED X 8 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL NEWEL POSTS OR SAFETY TERMINALS. �+.,j - . '. v A, .� a' , 4 EXCEPTIONS: WHERE GLAZING IS ADJACENT TO A WALKING SURFACE (864 TO 965 MM) ABOVE THE IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION ,e- ,_. ,ro . s". r , NEW YORK, NY 10004 DIMENSIONS ARE TO FRAMING UNLESS OTHERWISE NOTED. WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC "..r.,,,. e r 212 aa7 3z7z POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A EXCEPTIONS: HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM . GLAZING 36 INCHES 914 AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST TREAD. A VOLUTE, SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS WOOD-3 SIDING: ReSawn: WASHOE EQUIPMENT. ) ( TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. CIVIL ENGINEER: MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. R308.4.7 GLAZING THAN 0.5 THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF R311.7-8.5 GRIP SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR INCH (12.7 MM). WHERE REQUIRED BY APPROVED LOCATIONS TO FACILITATE EMERGENCY WOOD-4 FASCIA: WOOD - TBD JOHN CONDON PC 8. IT SHALL BE THE GENERAL CONTRACTOR'S AND EACHRESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND PROVIDE EQUIVALENT GRASP ABILITY. 1755 SIGSBEE ROAD SUB-CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THE BOTTOM TREAD NOSING SHALL BE TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS WOOD-5 TRELLIS: WOOD - TBD APPLICABLE LAWS, RULES, CODES, AND REGULATIONS FOR THE SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. MATTITUCK, NY 11952 PROTECTION OF WORKMEN, PUBLIC, AND PROPERTY. CONSIDERED TO BE A HAZARDOUS LOCATION. THAN 180 DEGREES (3.14 RAD) FROM (SEE FIGURE LESS THAN 11/4 INCHES (32MM) AND NOT GREATER THAN 2 INCHES (51 MM). T 631.298.1986 R308.4.7.) N1103.4.1 PIPE INSULATION. ALL SERVICE HOT WATER PIPING WITHIN 10 FEET 3048 MM OF IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4 INCHES ( ) 9. NO WORK SHALL COMMENCE UNTIL PLAN HAS BEEN APPROVED 102 MM AND NOT GREATER THAN 61 4 INCHES 160 MM AND A CROSS SECTION OF NOT MORE SERVICE WATER HEATING EQUIPMENT SHALL HAVE A MINIMUM INSULATION VALUE OF R-4. SYSTEMS LIGHTING DESIGNER: AND PERMIT ISSUED BY THE BUILDING DEPARTMENT. EXCEPTION: WHERE THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND ( ) / ( ) WITH DISTRIBUTION MANIFOLDS SHALL BE INSULATED BETWEEN SERVICE WATER HEATING EQUIPMENT THE PLANE OF THE GLASS IS MORE THAI) 18 INCHES (457 MM) FROM THE GUARD. THAN 21/41NCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 L'OBSERVATOIRE INTERNATIONAL AND THE DISTRIBUTION MANIFOLD OR 10 FEET (3048 MM), WHICHEVER IS LESS. IN ADDITION, THE 10. THE DEMOLITION AREAS SHALL BE LEFT INA MM)' FIRST 5 FEET (1524 MM) OF COLD WATER PIPES FROM THE WATER HEATING TANKS SHALL HAVE A 120 WALKER STREET R308.3 HUMAN IMPACT LOADS INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS BROOM-CLEAN AND SAFE CONDITION AT THE END OF ' MINIMUM INSULATION VALUE OF R-2. P3103.1 ROOF EXTENSIONS. ALL OPEN VENT PIPES THAT SUITE 7E EACH DAY'S WORK. DEBRIS AND RUBBISH SHALL BE LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4, SHALL PASS THE TEST TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A EXTEND THROUGH A ROOF SHALL BE TERMINATED AT LEAST 12 INCHES (305 MM) ) ABOVE THE NEW YORK, NY 10013 REMOVED DAILY. REQUIREMENTS OF SECTION R308.3.1. GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL ROOF, EXCEPT THAT WHERE A ROOF IS TO BE USED FOR ANY PURPOSE OTHER THAN WEATHER T 212 255 4463 EXCEPTION: MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT BEGIN WITHIN 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROTECTION, THE VENT EXTENSION SHALL BE AT LEAST 7 FEET (2134 MM) ABOVE THE ROOF. PROTECTION OF OPENINGS: 11 . ALL JONATHAN SCHLOSS / ARCHITECT DRAWINGS, PROVIDES A CONTINUOUS BACKING SUPPORT. PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM)BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR SPECIFICATIONS, AND CONSTRUCTION NOTES ARE NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 OF THE PROFILE. R301.2.1.2 OF NEW YORK STATE: COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE R308.6.2 MATERIALS GLAZ=ING MATERIALS SHALL BE LIMITED TO THE FOLLOWING: THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT INCHES (45 MM) BELOW THE SHALL BE BINDING AS IF CALLED FOR BY ALL. ANY 1. LAMINATED GLASS WITH NOT LESS THAN A 0.015-INCH (0.38 MM) POLYVINYL BUTYRAL PROTECTION OF OPENINGS. 1.WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE AND WHERE THE WORK SHOWN OR REFERRED TO ON ANY ONE INTERLAYER FOR GLASS PANES 16 SQUARE FEET (1.5 M2) OR LESS IN AREA LOCATED SUCH THAT TALLEST PORTION LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL ULTIMATE DESIGN WIND SPEED, VULT, IS 130 MPH (58 M/S) OR MORE, OR DOCUMENT SHALL BE PROVIDED AS THOUGH SHOWN ON THE HIGHEST POINT OF THE GLASS IS NOT MORE THAN 12 FEET (3658 MM) ABOVE A WALKING MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR ALL DOCUMENTS. WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST SURFACE; FOR HIGHER OR LARGER SIZES, THE INTERLAYER THICKNESS SHALL BE NOT LESS THAN R311.7.9 ILLUMINATION STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH OF ASTM E1996 AND ASTM E1886 AS MODIFIED IN SECTION 301.2.1.2.1. THE ULTIMATE DESIGN WIND SPEED, VULT, IS DETERMINED IN ACCORDANCE WITH 0.030 INCH (0.76 MM). SECTIONS R303.7 AND R303.8. FIGURE R301.2(4)A. EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 2. FULLY TEMPERED GLASS. SECTION R312 GUARDS AND WINDOW FALL PROTECTION 7/16 INCH (1 1 MM) AND A SPAN OF NOT MORE THAN 8 FEET (2438 MM) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND THE OPENING PROTECTION, USUALLY IN THE FORM OF PERMANENT SHUTTERS OR 3. HEAT-STRENGTHENED GLASS. R312.1 GUARDS GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE LAMINATED GLASS, MUST MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST R312.1.4. PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS OF ASTM E1996 AND ASTM E1886, AS LISTED IN CHAPTER 44. SECTION 4. WIRED GLASS. REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE R301.2.1.2.1 CONTAINS CODE-REQUIRED MODIFICATIONS TO ASTM E1886. 5. APPROVED RIGID PLASTICS. R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER THE EXCEPTION TO SECTION R301.2.1.2 PROVIDES A PRESCRIPTIVE AND MORE SECTION R309 GARAGES AND CARPORTS INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT ECONOMICAL METHOD FOR ONE- AND TWO-STORY BUILDINGS. THIS METHOD OF 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON OPENING PROTECTION USES WOOD STRUCTURAL PANELS THAT ARE LIMITED TO A R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE NOT BE CONSIDERED AS A GUARD. THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED MAXIMUM SPAN OF 8 FEET (2438 MM), WITH FASTENING AS SPECIFIED IN TABLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (13, 728 MM) OR LESS R301.2.1.2. THE METHOD IS APPLICABLE TO BUILDINGS WITH A MEAN ROOF. BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE PORCHES, .2 HEIGHT REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH (290 KPH) OR HEIGHT OF 45 FEET (13 728 MM) OR LESS THAT ARE LOCATED WHERE THE ENTRY DOORWAY. PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 361NCHES (914 NN TI HEIGHT AS LESS. ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH OR LESS, AS DETERMINED IN MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE ACCORDANCE WITH FIGURE R301.2(4)A. THE BUILDER MUST PRECUT THE OPENING R309.4 AUTOMATIC GARAGE DOOR OPENERS AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, NOSINGS. EXCEPTIONS: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS MUST PROTECTION PANELS TO FIT EACH GLAZED OPENING AND PROVIDE THE NECESSARY X5F.,�SD '�RC SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. HAVE OPENINGS THAT PROVIDE PROTECTION FROM WINDBORNE DEBRIS. THE ATTACHMENT HARDWARE SO THAT PANELS CAN BE ADEQUATELY ANCHORED AND 4' EA y�T WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE DEFINITION OF "WINDBORNE DEBRIS REGION" IN SECTION R202 INDICATES THAT INSTALLED QUICKLY. �O ��`� S0, CC) SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 SUCH REGIONS ARE AREAS WITHIN HURRICANE-PRONE REGIONS THAT ARE ALSO +z < INCHES FROM A LINE CONNECTING THE NOSINGS. (965 MM) AS MEASURED VERTICALLY LOCATED EITHER: z I O R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS * $ . ,I �' SPECIFIED IN THIS SECTION. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 41NCHES (102 s� o2aoob OQ R310.2.1 MINIMUM OPENING AREA EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET MM) IN DIAMETER. T -t CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING FOF NES DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EXCEPTIONS: THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE MM) IN DIAMETER. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT NOT LESS THAN 20 INCHES (508 MM). ALLOW PASSAGE OF A SPHERE 43/8 INCHES (1 1 1 MM)IN DIAMETER. FASTENER SPACING (inches)a,b GENERAL NOTES EXCEPTION: GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS PLASTIC COMPOSITE EXTERIOR GUARDS SHALL Panel 4 feet< 6 feet< OPENING AREA OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). COMPLY WITH THE REQUIREMENTS OF SECTION R317.4. FASTENER TYPE R312.2 WINDOW FALL PROTECTION WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE span <_ panel span panel span R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND WITH SECTIONS R312.2.1 AND R312.2.2. 4 feet <_6 feet 5 8 feet DRAWN BY: JSA RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1 1 18 MM) No. 8 wood screw based CHECKED BY: JS ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC-ION R310.2.3. anchor with 2-inch embedment 16 10 8 DATE: NOVEMBER 10, 2023 length SCALE: AS NOTED No. 10 wood screw based anchor with 2-inch embedment 16 12 9 length 1/4-inch lag screw based anchor 16 16 16 T�001 with 2-inch embedment length I 38015 MAIN ROAD ORIENT, NY 11957-1163 .i j _..._..........._........................._..................... t t 1 1......... _................................................................................... ,/' [7]1! ' .� 05 - 0 p 8 �& 0 D —...... 1_.....1...._I. 1 1 -,. 1. � [ $ - � I ... ',,..,«.. I x . 0 ..._- ...... I , —' I . , - 11' ', . , I " I '. I......... .......- ' I' ' :;:::� I #.... I ... 4 " 1 7 1 1 1 1 i I 11 �' '' : ... " I 11 : 1t; i I — I — II :: � -- I I I I I I I I- — .I ell . I ;....... ....... i i I L4 � : I I I � I11" . 11 --1 r — '� ' : L...11 i-....... I ., — �:I " .. Fi� 1 I I - " I I �`—!'1, - ' . ... 11 III 1 , � ,1 . 7..• ] { a , " 7 l.... �) I — I I 11 :_...,.„.. ! .I::......., x...........1..1 n ....................._..... 11 , ..........:: 3 ��i!!! LT ,.,..._.. .._ �I 05 _ ; I 4 II�I' j' _ ._...,._..f ._........................ I, 1 .--__,. _ _ _ _ . —T 004 I 11 :x l..� _....-...._ I x.................. �I "r - -- I I --jF I , I _. _. I . -� _._-... , j � i I I 1 i.....................1 ffj 0 - _..., I ...... o ._, # fi ❑ 3926 GSF a 3899 GSF o � 2071 GSF 266 GSF UNDER OVERHANGS OVER 3'-0" - 1727 GSF: SCREEN PORCH + UNDER OVERHANGS OVER 3'0" -1 550 GSF UNDER OVERHANGS OVER 3'0" N CELLAR LEVEL GSF: NOT INCLUDED IN CALCULATION FOR TOWN OF SOUTHOLD ZONING GSF MAIN LEVEL GSF UPPER LEVEL GSF 1 2 3 1/16• = 1'0" 1/16" = 1'O" 1/16" a 1-0- - - PROPERTY LINE I I . PROPERTY LINE r- 100' SETBACK FROM TOP OF BLUFF I I II � :� � lu :: i[ , i i �� III h I C� N ��, / �[ � !!:!: I ! it " \ I,;' /� I!', l'' 'I : jI II +30'-0" FINISH FLOOR MAIN LEVEL \ I ri 45 . LINE OF EXISTING GRADE ; ' . , / LINE OF EXISTING GRADE o /. /': . / .- i . / o /. i I/ i 'r' i/ �i, % / /. %, /' / /' /" i , i '/ I 11 'i i' i % / 'i '/ "/ "r' 'i i O i '/ / i // '% / / % i /, /, % r I l / j, f %/ i i / i I j, X 'i i� i / /' / / i' i' %. / i f 'i' '/ i i' i I , /, 11 " i i i /' i f �: 11i' ,i i i i , 11 '/, /' / / l; j� I /'. 'i "i i i' , i 'i /, / i / / / / /, i' / / 1 j, / /," / / - % i/' '/ i i' '/� is / / i / "i" '/' , ,'/. i f �' i I / i/ / % i i i , %/ / / /' / '�. '/ I r % /' j, `i / / i / i 'i / / r / / f i I i / /' i i i� I f' r' TOE OF BLUFF Fi' O / I % /' i, ,' i . / f 'i , / / '/' % /" / f .,�_ l'. _ _ ,_ - -- � _ _ - / 1. _ , . �_ � � _, � L. . - . . -.- _ ,- .- , -,_ / . _ .-• �v _— - /_ , +52'-7" MAXIMUM ALLOWABLE BUILDING HEIGHT: I 1 +25'-0" HEIGHT LIMITATION ABOVE EXISTING GRADE . I 1 +27'-7"AVERAGE EXISTING GRADE AT HOUSE PERIMETER l 100'-0" +52'-4"ACTUAL HEIGHT: +241-9"BUILDING HEIGHT I +27'-7"AVERAGE EXISTING GRADE AT HOUSE PERIMETER PYRAMID DIAGRAM: NORTH - SOUTH 4 1/16" = 1'0" PROPERTY LINE I I I I I \ I JONATHAN SCHLOSS /"-,r;';E1'TFCT I .`�\�j ® ''I \ 277 BROADWAY I I I L : 13TH FLOOR ��\G�j I \ i NEW YORK, NEW YORK 10007 j 4 T 212 213 5546 F 212 202 7935 j ii /� _ L� : '11 : I O O'OiO O O STRUCTURAL ENGINEER: I:,! I , o 0 o LINE OF EXISTING GRADE LINE OF EXISTING GRADE - . , . �___ I SILMAN o /. f. r / / i / / / % /" i /' /' i / /' 32 OLD SLIP i' 10TH FLOOR i i l I I I i / / , i i /' "/ '/ 'i� / i i / '/ i / NEW R i YO K NEW YORK 10005 'i i' ; I ; i F 1 I • 11 /' - - — -- - i - i i i .' T 212 620 7970 i /' /' L i �' % i i /' ;j r /,.. t �J i La % / '/, 'i 11 , i' I '/. / i i i" /' i / % i I . i / i i' % i i / /" /' 1 / MECHANICAL 'i r" i i f 'i ENGINEER: i' / lo%. /, r '/ i /' /' /' i /'/' / /' % // '/ r`' /' 'i I / / //' % / / 11 / i /, i M ''/ 'i J V ENGINEERING NG / f. / i 'ice I / / r' i /' / / /` / i' `i 'f /. i'. �i r , i / /' WEST / '/' "/" 37 ES 39TH STREET i , I/' i / / /;/ r' i , i/ i i 'i' /' /, I / i SUITE 703 I I NEW YORK, NEW YORK 10018 I I T 212 852 9855 I I LANDSCAPE DESIGNER: I STARR WHITEHOUSE LANDSCAPE ARCHITECTS I I BO BROAD STREET SUITE 1700 PYRAMID DIAGRAM: EAST -WEST NEW YORK, NY 10004 5 T 212 487 3272 1/16" = 1'0" CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD MATTITUCK, NY 11952 SPOT ELEVATION T 631.298.1986 VALU E LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL A 28.5 120 WALKER STREET I- 1Q �' �� B 28.1 SUITE 7E + 2v.9it NEW YORK, NY 10013 T 212 255 4463 C 26.8 -�- j.74 71 D 27.3 E 27.8 I F 27.7 �5 67 AVERAGE 27.6 . --f-- '`-/J. -� 1 ,; • 28.14 8.01 28.05 AVERAGE GRADE PLANE ESTABLISHED AT 27'7". 1 n n n-••- �,,�, �„ 26.8' 28.1' 28.5 ftL 28.5' 28.51 28.5 ��4�� VRl s F FFL � a o 301-011 IC r G F F . 11 27. 28. 28.13 28.0 27.24 of N� 7.8' 27.3' 1 F j- ill . ZONING 27.7' DRAWN BY: JSA CHECKED BY: JS • ^!? C= DATE: NOVEMBER 10, 2023 ,7� r•A f.0s SCALE: AS NOTED `�r' ('`p s.CJ.C c. . 25, ; HEIGHT LIMITATION . T�002 / --'-� 6 1/16" = 1'0" I DRAWING LIST 38015 MAIN ROAD ORIENT, NY 11957-1163 Generated b REScheck-Web Software REScheck Software Version : REScheck-Web Section Section y Plans Verified Field Verified Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions &Req.ID Value Value &Req.ID Value Value Compliance Certificate � :.it Inspection Checklist puj: . � r . r r 402.1.1 Conditioned basement wall R- I R- QComplies See the Envelope Assemblies 402.1.1, Door U-factor. 0Complies See the Envelope Assemblies [F04]t insulation R-value.Where interior 'table for values. 402.3.4 table for values. R- R- Does Not Cboes Not Window-Sliding-Fleetwood 3000 AWA:Metal Frame _ Energy Code: 2018 I ECC insulation is used,verification [FR1j may need to occur during blot Observable blot Observable w/Thermal Break 334 0.330 0.320 110 107 Requirements: 100.0%were addressed directly in the REScheck software 'Insulation Inspection.Not �1otApplicable Mot Applicable SHGC:0.32 Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each required in warm-humid locations I 402.1.1, Glazing LI-factor(area-weighted U- U- Momplies ,See the Envelope Assemblies Project 38015 Main Road Orient NY Window 6:Metal Frame w/Thermal Break in Climate Zone 3. 402.3.1, average). Does Not table for values. 242 0.260 0.320 63 77 requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception SHGC:0.30 303.2 Conditioned basement wall QCompfies ;Requirement will be met. 402.3.3, is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. i 402.5 Mot Observable Wall-To Garage-2"HD foam w/R13 Batt:Wood [F05] insulation installed per woes Not I Energy Code: 2018 IECC 504 27.0 0.0 0.051 0.060 24 29 [FR2]1 blot Applicable Frame, 16"o.c. manufacturer's instructions. Location: Southold, New York Section blot Observable Door-Solid:Solid Door(under 50%glazing) 24 0.500 0.320 12 8 # Pre-Ins ection/Plan Review Plans Verified Field Verified Complies? Comments/Assum tions Construction Type: Single-family P Value Value P P Mot Applicable &Req.ID 303.1.3 LI-factors of fenestration products QCom lies Requirement will be met. Project Type: New Construction Wall-Walkout Basement:Solid Concrete or Masonry 220 13.0 0.0 0.083 0.087 16 17 402.2.9 Conditioned basement wall ft ft QCompfies (See the Envelope Assemblies FR4 1 I P q 103.1, Construction drawings and QComplies Requirement will be met. [FO6]1 insulation depth of burial or woes Not 'table for values. [ 1 are determined in accordance 13Does Not Conditioned Floor Area:7,980 ft2 Door-Glass Swing Fleetwood 3000:Glass Door(over 103.2 'documentation demonstrate ! jwith the NFRC test procedure or ° IODoes Not distance from top of wall. ; Mot Observable � Glazing Area 44%0 50/o glazing) 29 0.440 0.320 13 9 [PR1]1 energy code compliance for the j blot Observable taken from the default table. SHGC:0.23 'buildin envelo a Thermal I Mot Observable I i , Mot Applicable Climate Zone: 4 (5572 HDD) 9 p I blot Applicable !envelo a represented on blot Applicable 402.4.1.1 !Air barrier and thermal barrier our lies Requirement will be met. Permit Date: Foundation-Cond to Amb R10E+3"HD foam:Solid P P 303.2.1 A protective coveringis installed P q OComplies ;Exception:Requirement is 1 woes Not Concrete or Mason FR23 installed per manufacturer's Masonry ,construction documents. ! [F011] 2 to protect exposed exterior I � .nota applicable [ ] P Permit Number: Wall height: 10.0' 1,577 14.0 17.0 0.026 0.059 40 91 103.1, Construction drawings and I QComplies Requirement will be met. insulation and extends a 13Does Not PP instructions. Depth below rade: 10.0' of Observable j I Mot Observable j P 9 103.2, documentation demonstrate 13boes Not minimum of 6 in.below grade. { Insulation depth: 10.0' { Mot Applicable Construction Site: Owner/Agent: Designer/Contractor: p 403.7 energy code compliance for I Mot Applicable QVot Observable 402.4.3 Fenestration that is not site built [3Com Iles ;Re uirement will be met. Windows-Bsmt Egress:Metal Frame w/Thermal [PR3]1 lighting and mechanical systems. 403.9 Snow-and ice-melting system P q 38015 Main Road Jonathan Schloss Architect Tom Baccarella 9 � g y QComplies (Exception:Requirement Is 1 , 'Systems serving multiple blot Applicable I 2 [FR20] is listed and labeled as meeting woes Not Orient, New York 11957 277 Broadway NY Building Technology Group Break 38 0.330 0.320 13 12 , Y 9 p [F012] controls installed. Does Not not applicable. New York, NY 10007 159 NY 25A SHGC:0.32 ;dwelling units must demonstrate i AAMA/WDMA/CSA 101/I.S.2/A440 compliance with the IECC of Observable 'or has infiltration rates per NFRC blot Observable (212)213-5546 West Building,Suite B Basement Wall-Cond to Unc:Wood Frame P 1 400 that do not exceed code blot Applicable Miller Place, NY 11764 Wall height: 10.0' Commercial Provisions. (]Jot Applicable 631-495-0289 1,084 13.0 10.0 0.031 0.059 34 64 limits. Depth below grade: 10.0' 302.1, Heating and cooling equipment is Heating: Heating: Momplies Requirement will be met. Additional Comments/Assumptions: lnfo@NYSTG.com 403.7 sized per ACCA Manual S based Btu/hr I Btu/hr 402.4.5 IC-rated recessed lighting fixtures Momplies :Requirement will be met. @ Insulation depth: 10.0' P 13Does Not [PR2]2 on loads calculated per ACCA I [FR16]2 sealed at housing/interior finish Aloes Not Compliance Statement: The proposed building design described here is consistent with the building tans,specifications,and other Cooling: Cooling: of Observable p P P 9 9 g P P Manual J or other methods ! and labeled to indicate s2.0 cfm Btu/hr Btu/hr of Observable calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in a roved b the code official. blot Applicable leakage at 75 Pa. t 1�Ik uta 1 += 1 Fa 11tf i LC 3 °la. 1 pp Y of Applicable REScheck Version:REScheck-Web and to comply with the mandato re uirements listed in the REScheck Inspection Checklist. IIS pp cable p . . Tom Baccarella 1 1/ 6/2023 403.3.11 nsu Supply and return where do attics QComplies Requirement will be met. Compliance: 5.8/o Better Than Code -Maximum UA:1437 � Your UA:1353 Maximum SHGC:0.40 Your SHGC:0.32 �^ i Additional Comments/Assumptions: 1131oes Not ! The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. >=3 Inches In diameter and>= It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Name-Title nature ate of Observable R-6 where<3 inches.Supply and M Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade !return ducts in other portions of Mot Applicable assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. the building insulated-R-6 for 'diameter-3 inches and R-4.2 j ;for<3 inches in diameter. 403.3.2 Ducts,air handlers and filter Momplies Requirement will be met. Envelope Assemblies [FR13]1 'boxes are sealed with joints/seams compliant with woes Not of Applicable f,]jy• a � International Mechanical Code or Mot Observable Ilnternatlonaf Residential Code,as � PP applicable. Ceilingvaulted-R30 LD foam or equal:Cathedral 403.3.5 Building cavities are not used as Momplies (,Requirement will be met. Ceiling2.333 30.0 7.0 0.027 0.026 63 61 [FR15]3 ducts or plenums. 13Does Not Wall to amb-2"Flash and Batt:Wood Frame, 16° 6,175 27.0 0.0 0.051 0.060 163 191 Mot Observable O.C. riot Applicable Door-Labeled Fire door:Solid Door(under 50% 48 0.200 0.320 10 15 403.4 HVAC piping conveying fluids R- R- acomplies Requirement will be met. glazing) [FR17]2 above 105°F or chilled fluids 13Does Not Door-Glass sliding-Fleetwood 3000 AWA:Glass below 55 OF are insulated to 2R- Door(over 50%glazing) 1,258 0.330 0.320 415 403 1:3. Mot Observable SHGC:0.32 Mot Applicable Door-Glass Swing Fleetwood 350:Glass Door(over 403.4.1 Protection of insulation on HVAC I Complies Requirement will be met. 50%glazing) 124 0.440 0.320 54 40 13Does Not 4 1 piping. SHGC:0.32 Mot Observable Window-Fixed w/vent Fleetwood 3800 AWA:Metal blot Applicable 403.5.3 !Hot water pipes are insulated to R- R- SHGC: Requirement will be met. Frame w/Thermal Break 782 0.330 0.320 258 250 [FR18]2 12R-3. { Moes Not SHGC:0.32 Window-Casement-Fleetwood 350 AWA:Metal Frame w/ 0.32 rural Break 197 0.330 0.320 65 63 1 I Mot Applicable i Mot Observable 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 3L w Impact(Tier 3) 1 igh Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 3L w Impact(Tier 3) Project Title:38015 Main Road, Orient NY Report date:111/06/23 Project Title: 38015 Main Road,Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 ofl0 Data filename: Page 4 of10 Data filename: Page 5 of10 Section Section Section Section Section Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified fField:'Verified# Framing/Rough-In Inspection Value Value Complies? Comments/Assurnptions # Insulation Inspection Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value alue Complies? Comments/Assumptions &Req.ID &Req.fD &Req.ID &Req.ID &Req.ID 403.6 Automatic or gravity dampers are Momplies Requirement will be met. 303.1 All installed insulation is labeled QComplies Requirement will be met. 402.1.1, Ceiling insulation R-value. R- R- QComplies See the Envelope Assemblies 403.5.1 Circulating service hot water 13Compfies Requirement will be met. 403.10.2 Timer switches or other Momplies Requirement will be met. [FR19]2 installed on all outdoor air ((hoes Not [IN13] 2 or the installed R-values aloes Not 402.2.1, Q Wood Q Wood 13Does Not table for values. [Fill]] 2 !systems have automatic or woes Not [FI19] 3 automatic preset schedule woes Not ,intakes and exhausts. provided. 402.2.2, Steel Steel I accessible manual controls. control method are installed on i Mot Observable []Jot Observable i Q Q Mot Applicable 402.2.6 blot Observable blot Observable of Observable QV pp' blot Applicable [FI1]1 blot Applicable riot Applicable and permanent 1 PP i heaters and pumps serving pools blot Applicable Additional Comments/Assum tions: 402.1.1, ;Wall insulation R-value.If this is a I R- 1 R- OComplies 'See the Envelope Assemblies j 403.6.1 All mechanical ventilation system Momplies !Requirement will be met. p 403.10.3 Outdoor heated pools andComplies Requirement will be met. 402.2.5, mass wall with at least 1/2 of the table for values. [F125] 2 fans not part of tested and listed 13Does Not F120 3 outdoor permanent spas have a 0 Wood Wood woes Not 303.1.1.1, ,Ceilin Insulation installed er our Iles Re uirement will be met. [ ] P P 13Does Not 402.2.6 wall insulation on the wall I g P P q HVAC equipment meet efficacy Mass 13Mass Mot Observable i vapor retardant cover. [IN3]1 exterior,the exterior insulation 1 303.2 manufacturer's instructions. 13Does Not and air flow limits per Table blot Observable lot Observable applies FR10. ,0 Steel Q Steel Mot Applicable [FI2]1 Blown insulation marked every I of Applicable ;requirementpp ( ) 2 i lot Observable .R403.6.1. PP I Mot Applicable 300ft. ! i I Mot Applicable 403.2 Hot water boilers supplying heat QComplies Requirement will be met. 404.1 90%or more of permanent []Complies Requirement will be met. 402.2.3 Vented attics with air permeable Complies Exception:Requirement is [FI26] 2 through one or two-pipe heating C hoes Not [F]6]1 !fixtures have high efficacy lamps. 13Does Not 303.2 j Wall insulation is installed per Momplies :Requirement will be met. 2 { 'systems have outdoor setback [FI22] insulation include baffle adjacent 13Does Not not applicable. of Observable QVot Observable control to lower boiler water mot Applicable Jot Applicable [I N4]1 'manufacturer's instructions. � Does Not ,, to soffit and eave vents that ' � PP Mot Observable extends over insulation. i Mot Observable i ;temperature based on outdoor ( otA Applicable temperature. Fuel as lighting � blot Applicable � PP 404.1.1 g systems have Momplies (Exception:Requirement is 402.2.4 'Attic access hatch and door R- 1 R- Complies Requirement will be met. 403.5.1.1 Heated water circulation systems Complies !Exception:Requirement is [FI23) 3 no continuous pilot light. Idloes Not not applicable. Additional Comments/Assumptions: FI3 1 insulation 2R-value of the [FI28] 2 ;have a circulation pump.The 13Does Not not applicable. [ 1 I 13Does Not !:system return pipe is a dedicated aJot Observable adjacent assembly. P P ! ; blot Observable I return pipe or a cold water supply Mot Observable Jot Applicable i Mot Applicable i blot Applicable pvpe•Graajf t�l_ati.on systems are 401.3 Compliance certificate posted. [3Complies Requirement will be met. 402.4.1.2 Blower door test @ 50 Pa.< 5 ACH 50= ACH 50= QComplies Requirement will be met. aloes Not FI17 1 ach in Climate Zones 1-2,and ! not presen C�ii"401r [ j i<=3 ach in Climate Zones 3-8. I (I3loes Not Circulating hot waters t ho QJot Observable Mot Observable I pumps start the pump with sign2l blot Applicable Mot Applicable j for hot water demand within the 303.3 Manufacturer manuals for ! Complies Requirement will be met. occupancy.Controls FI18 3 mechanical and water heating 402.4.2 Wood-burning fireplaces have 13Complies Requirement will be met. [ ] g woes Not FI8 2 ti ht fittin flue dam ers and ' ,automatically turn off the pump systems have been provided. [ ] g 9 P 13Does Not when water is in circulation loop Mot Observable outdoor air for combustion. { is at set-point temperature and Mot Observable P P Mot Applicable Mot Applicable no demand for hot water exists. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 Momplies Requirement will be met. 403.5.1.2 Electric heat trace systems Momplies iException:Requirement is Additional Comments/Assumptions: [F127] 1 'determine air leakage with ft2 ; ft2 [FI29]2 comply with IEEE 515.1 or UL 13Does Not knot applicable. II�Does Not 515.Controls automatically either:Rough-in test:Total 1 1 'leakage measured with a blot Observable adjust the energy input to the Mot Observable 'pressure differential of 0.1 inch Mot Applicable heat tracing to maintain the blot Applicable w.g.across the system including i desired water temperature in the ,the manufacturer's air handler piping. I 'enclosure if installed at time of 403.5.2 Demand recirculation water QComplies (Exception:Requirement is test.Postconstruction test:Total I I (F130] 2 systems have controls that i 13Does Not Inot applicable. leakage measured with a 1 I ; manage operation of the pump pressure differential of 0.1 inch and limit the temperature of the Jot Observable ,w.g.across the entire system i water entering the cold water plot Applicable 1 JONATHAN SCHLOSS /"'e"Iii including the manufacturer's air i 'piping to-104°F. j 277 BROADWAY handler enclosure. i 403.5.4 Drain water heat recovery units Momplies Exception:Requirement Is 403.3.4 Duct tightness test result of< 4 cfm/100 cfm/100 Complies Requirement will be met. [F131] 2 tested in accordance with CSA Does Not not applicable. 13TH FLOOR [F14]1 cfm/100 ft2 across the system or ft2 ft2 II7Does Not 655.1.Potable water-side NEW YORK, NEW YORK 10007 1<=3 cfm/100 ft2 without air I pressure loss of drain water heat Mot Observable handler @ 25 Pa.For rough-in Mot Observable recovery units<3 psi for Mot Applicable T 212 213 5546 ;tests,verification may need to Mot Applicable Y I individual units connected to one F 212 202 7935 occur during Framing Inspection. 1 i o/ 403.3.2.1 'Air handler leakage designated Momplies Requirement will be met. ogrssure loss of drain water (FI24]1 'by manufacturer at< 2%of Aloes Not heat re 8' units<2 psi for STRUCTURAL ENGINEER: 'design airflow. individual units* ected to Mot Observable three or more sho SILMAN 1 Mot Applicable 403.10.1 Readilyaccessible switch�t5/ 32 OLD SLIP, 10TH FLOOR . QComplies Requirement will be met. 403.1.1 Programmable thermostats Ocomplies Requirement will be met. [FI12] 3 heaters for swimming pools ore woes Not NEW YORK, NEW YORK 10005 [Fig]2 installed for control of primary II�Does Not !permanent in-ground spas. heating and cooling systems and ! 'Switch operation does not blot Observable T 212 620 7970 initially set by manufacturer to [clot Observable I change heater thermostat Mot Applicable I code specifications. blot Applicable setting. Heater circuit breaker is 403.1.2 Heat pump thermostat installed QComplies ;Requirement will be met. installed independent of switch. MECHANICAL ENGINEER: [FI10] 2 on heat pumps. Illloes Not Gas-fired heaters equipped with ignition pilots that are not JMV ENGINEERING blot Observable i continuously burning pilots. 37 WEST 39TH STREET Mot Applicable 1 SUITE 703 NEW YORK, NEW YORK 10018 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 igh Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) T 212 852 9855 Project Title: 38015 Main Road,Orient NY Report date:11106/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road,Orient NY Report date:11/06/23 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 ofl0 Data filename: Page 10 ofl0 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 CIVIL ENGINEER: JOHN CONDON PC 21018 I C C Energy 1755 SIGSUCK, E ROAD MATTITUCK, NY 11952 Efficiency Certificate T 631.298.1986 tL+ss LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E Above-Grade Wall 27.00 NEW YORK, NY 10013 Below-Grade Wall 31.00 T 212 255 4463 Floor 0.00 Ceiling/Roof 37.00 Ductwork(unconditioned spaces): Window 0.33 0.32 Door 0.33 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments ip;,ED AP n) cr z <o c 02400 OQ T�OF N_ ISSUED FOR FILING 2023-11-10 ENERGY REPORT RESCHECK DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED Te003 I VLIVLI\rrL L/LIVIVLI I IVIV IVV I LJ. �� LUCKYFRONT LLC 38015 MAIN ROAD 1. PRIOR TO SUBMITTING BIDS, CONTRACTOR SHALL VISIT THE SITE TO REVIEW AND SURVEY' ORIENT, NY 11957 EXISTING CONDITIONS TO FULLY UNDERSTAND THE SCOPE OF WORK. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS THAT MAY AFFECT DEMOLITION SHOWN ON DRAWINGS. aft 3. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION AND INFORM > ARCHITECT OF ANY CONFLICTS BEFORE DEMOLITION BEGINS. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND PAY ALL FEES. ,0 5. CONTRACTOR SHALL CAREFULLY REMOVE, PROTECT, AND STORE AS DIRECTED BY THE �� OWNER ALL ITEMS INDICATED TO BE SALVAGED OR RE—USED. 6. DEMOLITION WORK PERFORMED THAT IS NOT REQUIRED FOR NEW CONSTRUCTION SHALL BE REPLACED AT NO CHARGE TO THE OWNER. LOT 1 AREA: 6.9584 ACRES 7. SEQUENCE OF DEMOLITION WORK TO BE COORDINATED WITH NEW CONSTRUCTION. g F / SCTM NO: 1000-15-2-15.8 8. SCOPE OF DEMOLITION AND REMOVAL WORK SHALL NOT BE LIMITED BY THESE DRAWINGS e BUT SHALL INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE NEW CONSTRUCTION. SITE PLAN IS BASED ON SURVEY 9. PORTIONS OF THE WORK SHOWN FOR CONSTRUCTION MAY RELATE DIMENSIONALLY TO - Mw ,. '' `w>.. y PREPARED BY YOUNG ASSOCIATES, . �I DATED JULY 28, 2023 ELEMENTS OF EXISTING CONSTRUCTION TO BE REMOVED. REVIEW, VERIFY, AND RECORD r, _. '" .N, .,...,.f s gx-- ,:. '>. SUCH DIMENSIONS PRIOR TO THE START OF DEMOLITION. TOPOGRAPHY / CONTOUR ELEVATIONS r t' rr 10. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES IF AND WHEN NECESSARY BEFORE !x": :_ I " µµ � `� ` " BASED ON 1988 NAVD C v . r €f PROCEEDING WITH DEMOLITION. ANY DAMAGES RESULTED BY NOT COMPLYING WITH THIS PROVISION SHALL BE CORRECTED AT NO CHARGE TO THE OWNER. 11. THE DEMOLITION AREAS SHALL BE LEFT IN A CLEAN AND SAFE CONDITION AT THE END OF 0?, 0� F` EACH DAY'S WORK. DEBRIS AND RUBBISH SHALL BE REMOVED DAILY. 12. CONTRACTOR TO PROTECT AREAS ADJACENT TO DEMOLITION AS REQUIRED. ''+ 1p SOP 13. PROVIDE ALL LABOR, EQUIPMENT, AND SERVICES FOR ALL DEMOLITION WORK, INCLUDING '.,*E DISPOSAL OF ALL DEBRIS EXCEPT AS OTHERWISE NOTED. 1 14. CONTRACTOR SHALL MARK ALL AREAS & REVIEW WITH ARCHITECT PRIOR TO PERFORMING DEMOLITION WORK. r 15. PROTECT, DISCONNECT, AND/OR SAFE OFF ALL ELECTRICAL AND PLUMBING LINED AFFECTED BY THE DEMOLITION. / - t 16. ALL JONATHAN SCHLOSS / ARCHITECT DRAWINGS, SPECIFICATIONS, AND CONSTRUCTION NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE DOCUMENT SHALL k BE PROVIDED AS THOUGH SHOWN ON ALL DOCUMENTS. w 17. PROTECT ANY EXISTING STRUCTURE UNCOVERED DURING DEMOLITION. ADVISE ARCHITECT OF /�... ANY CORRODED, DAMAGED, OR OTHERWISE COMPROMISED STRUCTURAL MEMBERS. PROTECT ALL INTERIOR FIXTURES AND ELEMENTS NOT AFFECTED BY DEMOLITION. 0 1 F, .x I voI C...�S '' 4�„p^�*' S � 5 S .. /. S.,a't k �•� ,Fy.:a+� I '>0 ry , PROPOSED cy CONSTRUCTION FENCE ,1k ' ' Ig , t _ DEMO: EXT. - _ FRAME PORCH; STEPS DEMO: EXT. I l 2—STORY -- _— — --- . FRAME HOUSE 6 n � INCLUDING INTERIOR MEP; : EXT. CONC. W/AC UNITS /" ....._. I < f I JONATHAN SCHLOSS .P ' aiT" � 277 BROADWAY DEMO: EXT. CONC. r��'..} I 13TH FLOOR 4 \ I W/AC UNITS r- NEW YORK, NEW YORK 10007 7 212 213 5546 III r F 212 202 7935 EXT. SLATE PATIO STRUCTURAL ENGINEER: SILMAN EXT. POOL EXT. O TUB 32 OLD SLIP, FLOOR NEW YORK, NEW YORK0005 REMOVE EXT. REE -- . t . III -. .rJ-1�I--- \ BETWEEN T. 31 MARCH 31 ��y• I ix T 212 620 7970 MECHANICAL ENGINEER: EXT. WELL JMV ENGINEERING �4 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 — — — — NEW YORK, NY 10004 - - - - 139_ - - - - - - - - _ — i — — — — — — — — — — — I T 212 487 3272 CIVIL ENGINEER: C PI � I -� / / / 1 JOHN CONDON PC �0� 1 ,� i----- 11 /// l — - - - - - - - - - - - - - -`- - - ' 1G / / — — — — — — 120.8 — — — 1755 SIGSBEE ROAD 1 I I MATTITUCK, NY 11952 T 631.298.1986 LIGHTING DESIGNER: I I EXT. FRAME I -� GARAGE _'--''� .'�/ CP I L'OBSERVATOIRE INTERNATIONAL I _ ' 120 WALKER STREET \\ —_—_—__ I SUITE 7E 56.71 ----------------- _ NEW YORK, NY 10013 T 212 255 4463 EXT. FR E A : ET DEMO: EXT. POOLHOU I D DEMO: EXIST HED GRAVEL DRIVEWAYI EXT. ARBO Y EM o0 o EM y I EXT. FRAME POO4r HOUSE I tF EXT POOL FENCE i �mk� I P.... " �. xis• X � � ' � ; 1... x A �QED Apc, SC TSO Lot � 5 . N nt LLC IDxPr .. . s r� 024008 yoQ Lu ckyf ro of NES 18ES I EA: 6.9584 ACR _. LOT 1 AR I ISSUED FOR FILING 2023-11-10 1066-15-2-15 .8 _ ----� DEMO PLAN SCTM NO . --- 5 7 ___— 1 DRAWN BY: JS '6 _ _______ ------- Np • 1000-15-2- , � SCTM I CHECKED BY: JS V ~� DATE: NOVEMBER 10, 2023 LotI SCALE: AS NOTED LLC 11 I IIQJSG Properties,1 9 .6453 ACRES I #x� 10 LOT 2 AREA• SITE PLAN 14 I P (f 4 , LUCKY FRONT LLC 38015 MAIN ROAD ORIENT, NY 11957 j I o�� LOT 1 AREA: 6.9584 ACRES �/ ---�'qiop F �'� •�/ / COASTAL EROSION HAZARD REA BOUNDARY SCTM N0. 1000-15-2-15.8 SITE PLAN IS BASED ON SURVEY LANDWARD LIMIT OF NA FR L PROTECTIVE PREPARED BY YOUNG ASSOCIATES, COASTAL DATED JULY 28, 2023 G �l '140 ® / RE AR SET AREA AS SCALED FR M y i o � � i FEATURE 0 �� IAP TOWN OF TOPOGRAPHY / CONTOUR ELEVATIONS EROSION HAZARD AREA M , I BASED ON 1988 NAVD .T F IOLD DATED 08/29/88 SOUTH 4R AFF i i/ OF -�o�i i ` Z F .. r� o Opo ft-4 (31ell _ . O \ � i tea- I dM_ (31 o \ / POOL GATE ' POOL FENCE 1 � LG— I / \ LG \ C I } I\ r REBA ET \\ T N '87013454 CMF 3. 0 ® S \ I 100 .0 , 0.1 W 25' SIDE I YARD I SETBACK I NEW POOL BANA WITH C I EW ,,r.-'' ��' \ TDOOR S WER, CMF } I n/ _ IND OR TOILE INK POOL ENCE _ _ 1 1 I LG— — —L,' \ NEW DRY `J' 1 --16.4t _ WELL 62V 1 I • • rte,.- � •'� \ I YARD SIDE I SETBACK I -� POOL FENCE I I r , NEW r .r' / ' I \ PROPOSED POOL j PRO POS D I t I POOL b I EQUIPMENT' // \ ( Q, I � I _ \ I AREA OF NEW CLOSED 1 LOOP GEOTHERMAL WELL I y POOL GAT/ OL GATE GU RAI I I } POOL FENCE --\ r SEE CIVIL DWGS. I C 5 L .7 I }} JONATHAN SCHLOSS/ ,,,,..,_, "'T I FH 277 BROADWAY 7 , ��/ --�'/ 1 13TH FLOOR WSS I NEW YORK, NEW YORK 10007 (� �- { ---- PR POSED RESIDENCE i �� / T 212 213 5546 I w U STAI W/ h e, `_1J__ _ I' r QOL FENCE\ \ \`\ ; \\\ - FF,E 30 / I c, I F 212 202 7935 O m GUARDRAI +_ - �. \ INN > HANDR W _ t O _ — --+-- --+-- — --r— — — — — STRUCTURAL ENGINEER SILMAN - f 1 0 32 OLD SLIP, 10TH FLOOR EXIST. HO TUB NEW YORK, NEW YORK 10005 PORCH _ ' - , ' I/ TO REMAI I T 212 620 7970 MECHANICAL ENGINEER: • O, �>\ ;; NEW SEPTIC STEM; ' I JMV ENGINEERING V O \\ _. I 37 WEST 39TH STREET GUA AlAI � ;_;;;; EXIST. WELL - ^O • \ __- i I SEE CIVIL D GS I SUITE 703 I \ NEW YORK, NEW YORK 10016 T 212 852 9855 10 V- 0 1 \ 0LANDSCAPE DESIGNER: ISTARR WHITEHOUSE LANDSCAPE ARCHITECTS NEW STONtDRIVE C\ WSSI 139_8 80 BROAD STREET _ _ — _ - - -- - - - - SUITE 1700 NEW YORK, NY 10004 NEW BELOW GROUND PRO0�NE - - - - �C � T 212 487 3272 3ti TANK: IN LOCATION OF EXISTIN`Q _ i I PROPANE TANK EXIST. IRRI TION WELL EXIST. POOL I CIVIL ENGINEER: PROPANE �?\ _ 2 � TO REMAIN _ / 120.$ _ _ _ _ JOHN CONDON PC ZL TANK — --� _ _ - - - - - - W O I C� \ _-- _----- "'"'�.. ,'/ 150 M NE\ — — — — — -- _ 1755 SIGSBEE ROAD C3� '� V COR OF R FLOO�\ MATTITUCK, NY 11952 T 631.298.1986 EXIST. 1 LIGHTING DESIGNER: CMF i GARAGE ( 150' RADIUS FROM NE TO REMAIN - - -\a- - \ �\ RNER OF FIRST_FLbOR (J I I L'OBSERVATOIRE INTERNATIONAL _ —9�— � I 120 WALKER STREET NEW STONE PARKI9� SUITE 7E I I I NEW YORK, NY 10013 12 255 4463 EXI T. FRAME POOL HOUSE TO�REMAIN I _ _ _ _ _ - ____�,------ IJ _ �_ - - - EXIST. ARBOR TO REMAIN I 56.7 n I I EXIST. FRAM POOLHOUSE TO REMAIN I W S S I ll O of) _ � m I I NEW Nlcwn I EMERGENCY GEN�RATOR I i I I I 20' IDE YARD SETBACK — I _ I I W _ SS > • -p' 60' FRONT YARD SETBACK _\ — I I 0 �p A � I _ — a — \ I 5'�• RRO y�T 60' FRN85ONT YARD _- — SETBACK O 1611 E I Q, o — "I ca 50.04 02400b OQ rF -� oN cc) _ - - -� N 18 _1 --2-515•$ -�-_.. N ISSUED FOR FILING 2023-11-10 � SCT N0 . 1O00 -�—�� W55 SITE PLAN —15—2—15.7 I 1�► DRAWN BY: JSA 16 S CT M ----'"" - NO . 000 CHECKED BY: JS _______ • I I 0 DATE: NOVEMBER 10, 2023 O SCALE: AS NOTED WSS I _-_ I I I As001 r-14 I I • I 38015 MAIN ROAD ORIENT, NY 11957-1163 1 2 3 4 A4o 5 6 A oo A401 7 A301 40 8 00 9 A401 40 1 0 11 12 A401 1 3 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 7'-0" 7'-0" 2'-400 4'-8" A A 0 I 00 B B 14'-0" to I C 7'-0" 0 i� D p 19'-0" I M UNFINISHED 01 01 STORAGE 403 n1 010 15'-4" 33'-0" 10'-0 � I io co O 00 0 Lo SEE ME HANICAL 20'-8" DRAWINGS FOR EQUIP. SW-2 LAYOUT - UT 777 7777 F 0 G1 RI SE2 S ® 538 - G 10- /' ( ELEV. 6 MR 11 TREADS � 1 E T 1 / I MECH V/*4 NO H 20' 8" �^ H 05 6'---7 5 1/2 HALL 005 HALL F7.- 1/4" 005 10- 01R EV. 1 400 // LOF/ ©'DR JONATHAN SCHLOSSEl I � � UP13TH FLOOR cs-i - NEW YORK NEW YORK 00 7 BATH N : 1 0.- T 212 213 5546 MAIN LEVEL ABOVE / � GYM � 008 � \ \007 0 ^ F 212 202 7935 00 °° 2A301 , : I \ � � `- •- � STRUCTURAL ENGINEER: MECH _ N o A300 SILMAN ROOM REV 1 0 oN 4'-8" 32 OLD SLIP, 10TH FLOOR 02 / 006 I NEW YORK, NEW YORK 10005 A400 T 212 620 7970 po / '_ „ '_ " MECHANICAL ENGINEER: A30112 11 1/4 35 9 1/ o3,-6„ JMV ENGINEERING SEE MECHANICAL „DRAWINGS FOR EQUIP. I 37 WEST 39TH STREET GAME SUITE 703 LAYOUT ROOM 0 NEW YORK, NEW YORK 10018 NP%LN009KT 212 852 9855 13I24'-3 1 2' 03- 1 IS RS ® 7 SEE MECHANICAL LANDSCAPE DESIGNER: / 4'-0„ 1 DS ® 1 DRAWI E UIP.T ® QNGS FOR � STARR WHITEHOUSE LANDSCAPE ARCHITECTS UPLAYOUT80 BROAD STREET UNFINISHED SUITE 1700 Li STORAGE NEW YORK NY 10004 GUARDRAIL 16 -8” 10'-0” 0 19'-2 3/4" 19'-6 1/4" 011 _ T 212 487 3272 to 02 03 ,` ioO R EV. 1 - ILIGHTING DESIGNER: 403 403 L'OBSERVATOIRE INTERNATIONAL RE-SS-WINDO120 WALKER STREET 0 M NEW YORK, NY 10013 S-D 004 \ LIGHT WELL, PER 0 7�-�„ T 212 255 4463 ISTOR EGRESSNEMR 003 MECH N ;� REQUIREMENTS �_DRAIN LADDERELEV. A STORAGE 203- 004 6412 019 -12LH+C20 -8TRASH00216'-5 1/2"io 7'-6" 14 -0A SSD Ari0F, R� T� Eft O01 c02400bOF N REVISIONS: REV. 1 PERMIT SET DECEMBER 12, 2023 CELLAR FLOOR PLAN DRAWN BY: JSA CHECKED BY: JS 2 3 4 5 6 1 7 �•�' 8 DATE: NOVEMBER 10, 2023 300 9 10 11 12 13 SCALE: AS NOTED CELLAR FLOOR PLAN A� l 00 e 1'0' I 38015 MAIN ROAD ORIENT, NY 11957-1163 /�A 1 2 3 4 A402 5 6 A 00 A401 ( 7 A301 A402 8 A 00 g A401 A 02 1 11 1 2 A401 1 3 POOL CABANA OUTDOOR 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 7'-011 7'-00' 2'-4" 4'-8„ SHOWER % o OPEN TO ABOVE PATIO - P A o o A 0 1 B 14'-0" I C 1 SW-2 o C 7'-0" 0 I I D DN 1 M 3 RISERS ® 5 14 D TREADS ® 1'3" 2 9'-10 4114 j -0 7 ERRACE _ N E D14 3 RISERS ® 5 - 3 TREADS ® 1'3" V) 15'-4" 33'-0" — _ 10'-0" '1 B T1 ROOM 4G 4G BEDROOM 1 N C 0 r 4T A 9 -6 00 1 Ln 1 POOL ALARM 20'-8" -6 -- ------------ 11 F 0 G E— 7 —� POOL ALARML 1 I CK �- ELEV.B �-(JG 09 N N 0 II I O — I 2 G POOL ALA � 30$-offPOOL ALA Kd 4G1 RMI I II FINISH FLOOR - � � EL-Bt SW-2 \\ /� 1/21 7'-10 7/8" 6G1 POOL UP 1 A RM _ STAIR 4 111 A410 HALLWAY � 112 , _I ; 1 I 1 JONATHAN SCHLOSS / , Hi , E:C DINING DW ROOM ENTRY UP 277 BROADWAY 13TH FLOOR I 11 103 101 G Gw 12- N NEW YORK, NEW YORK 10007 : � I — T 212 213 5546 —/ cp � F 212 202 7935 _ d— � O LIVING 'il N POWDER a= o I I A301 `� 109 ROOM do I .--ROOM 1n 1 02 2 STRUCTURAL ENGINEER: A 9 -6 V)FDTA300 A X �, SILMAN 02 CONRETE 1pg 4'T Li -8" 32 OLD SLIP, 10TH FLOOR A400 T PPANYACI HEARTH N 2 NEW YORK, NEW YORK 10005 6G 6G ' T 212 620 7970 MECHANICAL ENGINEER: 301 I 4WCCOAT LOSET DEN 'l L 108 11101 4G1 JMV ENGINEERING J 0VN A 9 - RANGE — — SW-2 N 37 WEST 39TH STREET SUITE 703 K N REF 1104EN 6 � I " 4G 115 W � O NEW YORK, NEW YORK 10018 FRZ O N N CLOS 12- ALAUNDRY T 212 852 9855 4 I 108 IT 1 18 G G I 1 15 r T 24 3 1/2 4'-6" vi_ cn C S LANDSCAPE DESIGNER: REF G1 �, 6 1g- OG OG D OOL ALARM FRZ 1 RISERS '© '7 6 - - M STARR WHITEHOUSE LANDSCAPE ARCHITECTS L / - TEAS C� 10 'S" - -_-_ --- 16- ® 4G1 L 80 BROAD STREET IqD101 — —_ --LLU 0G1 G SUITE 1700 NEW YORK, NY 10004 -6 5/8" 3'-6" 4'-5 3/8" URD AIL 102 I,I' T 212 487 3272 SCREEN 0 29'-10" I'I o `i PORCH A X -X ERRACE 11 BEDROOM 2 4 CIVIL ENGINEER: 1 19 413 0G 1 T-61 N JOHN CONDON PC 4G 4G EL-Al 1755 SIGSBEE ROAD 0 3 RISERS ® 5 A 9 -6 MATTITUCK, NY 11952 107 - N TREADS ® 1'3" 117 TIaR�6M BREAKFAST 20 -8 N M T 631.298.1986 4 _ _+� _ DN ' " 12 ELEV.A ROOM �.�,� , . LIGHTING DESIGNER: 106 4G L'OBSERVATOIRE INTERNATIONAL N MUD HB d 120 WALKER STREET ROpOMFl N 3 RISERS 0 5 " o (�I SUITE 7E I V O NEW YORK, NY 10013 TREADS ® 1'3"103 I G 00 T 212 255 4463 0 CONCRETESW-2 105 O - HEARTH ! 0®— - TILITY & Ll P PANTRY --- P 105 14'-O" � 104 N m W6 1 of r� 24'-3 1/2 9'-6" 3 RISERS ® 5 " TREADS ® 1'3" DN ----------; - - - - - - - - - - - I I L- -- - - - - - - - - -� n i n \AED AA i C � EA ROC F- - - - - - - -1 02400 N ' ISSUED FOR FILING 2023-11-10 --------- -- ----------- ----------------------- ---------------------------- MAIN LEVEL FLOOR PLAN Irc, �C DRAWN BY: JSA I I CHECKED BY: JS 1 2 3 4 5 1 �I �I I® C DATE: NOVEMBER 10, 2023 A300 � 8 9 10 11 12 13 �, ��C SCALE: AS NOTED \ C:\JSA\XXX �C MAIN LEVEL FLOOR PLAN Aml 01 1 1/4" = 1'0" X OF X I 38015 MAIN ROAD ORIENT, NY 11957-1163 3 r3 3 1 3 /,3-'V-�2 2 1 23 4 A402 5 6 A300 A401 7 A301 A402 8 A400 9 A401 A402 10 11 12 A401 1 3 24'-3 1/2" 4'-6" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 7'-0" 7'-0" 2'-4„ 4'-8" A A - MASTER - - DECK - - 0 E—XT1 00 202 POOL ALARM �— - - 14'-O" 201 � C - - EGRESS 205 - - 7'-0" - -- -... 204 M D x D -- - - 208 - - - - -- - ---.- - - -- -- - -- - - --------- - - - MASTER E - ---- - -- ------ - - - ------BEDROOM----- ------ - - --- - - - E F2-011 BATHROOM N 208 - BEDROOM o -- -- 207 � r- cn _ 3 -- ------------ --- - ------------ -N00 I 1n 4T in 20'-8" - - 6T sW-2 6 _ F - o EGRESS G G G S- - ELEV.B -------__-____ — — — — — — — I DRESSING CM 20 G — H ROOM = — ---- SW-2 - L B I G --- - -- - ----- - ----- 202 - --- - -- -.. __... --- -- 216 217 218 219 215 4,-8„ HALLWAY -- 01 OG ---- G G 21 1 - 227 220 I � ------ - -- - ------ - - `, - GUARDRAIL- - - -- -- . -_-.-- - JONATHAN SCHLOSS ---------- Sim. 2Q7 277 BROADWAY - - G LINEAR 19 RISERS at 6 " 13TH FLOOR 18 TREADS NEW YORK, NEW YORK 10007 DRAIN I DECK 0 T 212 213 5546 BENCH i o EAST N p Pn mON - - ® © S-D - EXT F 212 202 7935 O OPEN TO BELOW O - - --------- "I i CSI-D �R LLIS ABOVE 1 00 MASTED G G W 0- --.-.- ---.-- -__ - .- 2 STRUCTURAL ENGINEER: A301 214 BATH 03 _ 1 1- A300 SILMAN 0 cc r1- 41-8" 32 OLD SLIP, 10TH FLOOR N 02 226 221 03 _I i PARTIAL HEIGHT - NEW YORK, NEW YORK 10005 A400 ------ r7 - ------- T 212 620 7970 MECHANICAL ENGINEER: I A301 G - - �i SKYLIGHT ABOVE - -- - - --- - - - JMV ENGINEERING J 04- - - - N 37 WEST 39TH STREET 225 224 223 222 204-1 SW-2 - - - ---- 0 sulr 703 E N G -D O NEW YORK, NEW YORK 10018 CLOSE 209 K I _ 21 2 211 i T 212 852 9855 I K LAUNDRY - G OG 209 r LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS STUDY OG - -- - QG ------��------� 80 BROAD STREET I II I - -- - - - - - -- 204 - - - -- - SUIT 1700 E .- - - NEW YORK, NY 10004 O N T 212 487 3272 SEE A-103 FOR ROOF 4 PLAN, ROOF SLOPE AND 2 3 BEDROOM --------------J-2-1 0 -- -... ------- - ---- - O N CIVIL ENGINEER: DRAINAGE -- - - - --- -- - -- -- - -- - - 4 JOHN CONDON PC — 7 1755 SIGSBEE ROAD M o -------- -- ---- _ - GPBAI MMATTITUCK, NY 11952 H R 0„ T 631.298.1986 J. 20'-8„ - - - - - - --- - - - - - N - - - \ � LIGHTING DESIGNER: 11 J _ _. .__- __. ._ _ ._..__ ._-.- ._ 211 L'OBSERVATOIRE INTERNATIONAL \_ 120 WALKER STREET N O SUITE 7E NEW YORK, NY 10013 00 -- - - -- - -.... - -- - - --- T 212 255 4463 ESS j P SW-2 P o \ I � �r- Q o Q �F-RSD AR �O�g�� ERROL 0 An 0s O� 1z * 0 � , rl � * �� a2400� OQ TF OF N ISSUED FOR FILING 2023-11-10 UPPER LEVEL FLOOR PLAN I I DRAWN BY: JSA I CHECKED BY: JS 1 2 3 4 5 6 1LDATE: NOVEMBER 10, 2023 A300 9 10 11 12 13 SCALE: AS NOTED UPPER LEVEL FLOOR PLAN A� l 02 1 1/4" 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 2 1 2 3 4 A o2 5 6 A 00 A401 7 A301 A402 8 A400 g A401 A402 1 0 11 12 A401 1 3 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 7'-011 71-01r 2'-4" 4'-8" Ai A I 0 I 00 B B 0 C C 0 I D D MAIN LEVEL TRELLIS �r E � rr I� 4 VTR E RD1 - 0 R.D. + 0.D. Lo F R.D. + 0.D. O G GRV-1 RD7 Foo `� G LINE OF FASCIA H , - - - - H 01 � A41 LINE OF WALL BELOW i JONATHAN SCHLOSS /.R(ON-U-0 i 277 BROADWAY i i `• 13TH FLOOR SLOPE "/FT \ NEW YORK, NEW YORK 10007 j' *— T 212 213 5546 F 212 202 7935 tD 2 STRUCTURAL ENGINEER: A301 l A300 RD5 00 FIREPLACE FLUE ;I \ SKYLIGHT PER SILMAN SPEC 32 OLD SLIP, 10TH FLOOR 02 SLOPE J"/FT RD 1 O 00 NEW YORK, NEW YORK 10005 A400 LINE OF WALL I' T 212 620 7970 BELOW 2 MECHANICAL ENGINEER: A301 INTERNAL GUTTER / - SLOPE: "/10' RD2 O 4 VTR JMV ENGINEERING _ 37 WEST 39TH STREET J � �� R.D. , l 4 VTR + O.D. ---- - - - — -- - ,, SUITE 703 8X6 ERVNEW YORK, NEW YORK 10018 EXHAUST AIR T 212 8529855 DUCT DOWN4 VTRGRV-1 i� LANDSCAPE DESIGNER: RD9 00 Orr VTR i� STARR WHITEHOUSE LANDSCAPE ARCHITECTS MAIN LEVEL I L — — TRELLIS BELOW % I 80 BROAD STREET — L SUITE 1700 NEW YORK, NY 10004 GRV-1 T 212 487 3272 cD i RD4 00 I CIVIL ENGINEER: CD SLOPE J"/FT R.D. + 0.D. JOHN CONDON PC 1755 SIGSBEE ROAD (:Dm — 4 VTR MATTITUCK, NY 11952 rr M T 631.298.1986 RD8 O0 N i LIGHTING DESIGNER: ° cD L'OBSERVATOIRE INTERNATIONAL RDC 00 ° 120 WALKER STREET FIREPLACE ° , I SUITE 7E N FLUE Iv NEW YORK, NY 10013 MAIN LEVEL 3" BOILER EXHAUST FLUE ° MAIN LEVEL TRELLIS BELOW op T 212 255 4463 ROOF BELOW - 3" BOILER COMBUSTION Q AIR INTAKE DOWN Q SLOPE J"/FT OPEN TO P BELOW -- --/ P (DQ - � \\ ' Q MAIN LEVEL TRELLIS BELOW LINE OF BUILDING FACADE BELOW 15.4 ROOF DRAINAGE DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMES SHALL COMPLY WITH SECTION 15103 OF THIS CODE AND SECTIONS 1106 AND 1108, AS APPLICABLE, OF THE INTERNATIONAL BUILDING CODE. 1503.04.01 'SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS SHALL BE PROVIDED WIHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE ROOF IN SUCH A MANNER THAT .��.��® •41iCy' WATER WILL BE ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILD UPERRp< S TF FOR ANY REASON. THE INSTALLATION AND SIZING OF SECONDARY EMERGENCY OVERFLOW DRAINS, LEADERS AND CONDUCTORS SHALL COMPLY WITH SECTIONS 1 106 AND 1108, AS APPLICABLE, OF THE * (� ;I INTERNATIONAL PLUMBING CODE. Sch T 024008 OQ' rFCF N ISSUED FOR FILING 2023-11-10 ROOF PLAN DRAWN BY: JSA CHECKED BY: JS 1 2 3 4 6 1 DATE: NOVEMBER 10, 2023 A300 7 8 g ®® 10 11 12 13 SCALE: AS NOTED LOWER LEVEL FLOOR PLAN A� l 03 1 1/4. 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 TOP PLATE TOP PLATE TOP PLATE TOP PLATE J" WD VENEER PANEL ON SOUND SOUND SOUND Z—CLIPS & ATTENUATION, ATTENUATION, ATTENUATION, SHIM PER SPEC PER SPEC PARAPET CAP; SEE DETAILS/A-400 SERIES PER SPEC SOUND 5/8" GWB 5/8" GWB "— MORTAR PER SPEC ON J" CEMENT \ — EXTERIOR D E ER R SI ING PER SPEC ATTACHED TO BATTENS PER BOARD I \ MANUF. REQUIREMENTS ATTENUATION, 5/8" GWB 6" WOOD STUD ___ _--- -------- 3"CLOSED CELL INSULATION 6 WOOD STUD ____ -----------------_-- --- -- — — — 0/BATT INSULATION TION 6 WOOD STUD 6" WOOD STUD TJIS, PER STRUCTURAL ENGINEER SILL PLATE SILL PLATE SILL PLATE STONE/TILE LVL, PER STRUCTURAL 5/8" REVEAL, I 5/8" REVEAL, RECESSED WD— PER SPEC i' \ PER SPEC APPLIED PTD WD VENEER BASE BASE W/ J" REVEAL SILL PLATE \ f � )�WALL STUD + GWB 6" WALL STUD + GWB 6" WALL STUD + WB 6" WALL STUD + GWB REVAL BASE W//�PPLIED PTD WD BASE W/MW FINISH ON ONE SIDE W/TILE ON BACKER BOARD \ @ BATHROOMS TOP PLATE TOP PLATE TOP PLATE TOP PLATE " WD VENEER \ PANEL ON \ SOUND SOUND Z—CLIPS & SOUND ATTENUATION, ATTENUATION, SHIM ATTENUATION, PER SPEC PER SPEC PER SPEC SOUND 5/8" GWB ATTENUATION, MORTAR EXTERIOR h \ --- 5/8" GWB PER SPEC ON CEMENT / \ MANUF. REQUIREMENTS BOARDNG PER ATTACHED TO BATTENS PER 5/8 GWB BOARD \ FILL CAVITY W/INSULATION PER SPEC: 4 WOOD STUD = 4" WOOD STUD 4" WOOD STUD 4" WOOD STUD \ 2" CLOSED CELL 3-1/2" BATT INSULATION SILL PLATE 5/8" REVEAL, \ PER SPEC TILE/STONE SILL PLATE 5/8" REVEAL, \ WOOD„ FLOORING, PER SPEC 5/8 REVEAL, APPLIED PTD WD RECESSED WD— PER SPEC \ 0/ WARM BOARD PER SPEC BASE 02A VENEER BASE 0 SUBFLOOR PER STRUCTURAL \ / r SILL PLATE W/ " REVEAL SILL PLATE \ s 4 ALL STUD + GWB 4G2 4" WALL STUD + GWB 4W 4" WALL STUD + GWB 4T 4" WALL STUD + GWB )RECW TJIs, PER STRUCTURAL SSED BASE W/��PPLIED PTD WD BASE W/MW FINISH ON ONE SIDE J W/TILE OR STONE \ TOP PLATE TOP PLATE I' TOP PLATE TOP PLATE \ 1/4" TEMPERED 1/4" TEMPERED 1/4" TEMPERED 1/4" TEMPERED \ MASONITE MASONITE MASONITE MASONITE \ SOUND 5/8" GWB "— MORTAR \ ATTENUATION, PER SPEC SOUND ON CEMENT BOARD \ EXTERIOR SIDING PER SPEC ATTENUATION, ATTACHED TO BATTENS PER MANUF. REQUIREMENTS 5/8" GWB 5/8" GWB PER SPEC FILL CAVITY W/INSULATION PER SPEC: WOOD STUD WOOD STUD WOOD STUD WOOD STUD 2" CLOSED CELL SILL PLATE \ 3-1/2 BATT INSULATION Ile STONE/TILE \ SILL PLATE SILL PLATE RECESSED WD— " REVEAL, PER APPLIED PTD WD VENEER BASE SILL PLATE \ SPEC BASE W/ J" REVEAL WREPC'ESSCAL POCKETTYPICAL POCKET TYPICAL POCKET WPICAL POCKETJONATHAN SCHLOSSOG2 O \ 277 BROADWAY ED BASE W/APPLIED PTD WD BASE W/ MW FINISH / TILE OR STONE 13TH FLOOR \ NEW YORK, NEW YORK 10007 \ \ T 212 213 5546 \ WOOD FLOORING, PER SPEC F 212 202 7935 \ 0/ jj" WARM BOARD \ 0/ SUBFLOOR, PER STRUCTURAL STRUCTURAL ENGINEER: � SILMAN *SHEAR WALL LOCAITONS AND SCHEDULE: \ 32 OLD SLIP, 10TH FLOOR REFER TO A-100, A-101 AND A-102, S-100. S-101. S-102, \ NEW YORK, NEW YORK 10005 TOP PLATE TOP PLATE S-508 . T 212 620 7970 \ COR—A—VENT " GWB " GWB MUD SILL, PER STRUCTURAL MECHANICAL ENGINEER: \ JMV ENGINEERING FFH WD STUD FURRING WD STUD FURRING 37 WEST 39TH STREET \ SUITE 703 _ \ NEW YORK, NEW YORK 10018 INSULATION PER INSULATION PER SPEC SPEC CONCRETE FOUNDATION WALL, PER STRUCTURAL DWGS. LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET PRESSURE TREATED PRESSURE TREATED - DRAINAGE BOARD, PER SPEC SUITE 1700 SILL PLATE SILL PLATE NEW YORK, NY 10004 T 212 487 3272 REVEAL, PER APPLIED PTD WD SPEC BASE CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD • ,, MATTITUCK, NY 1952 1 T 631.298.1986 FOUNDATION WALL FOUNDATION WALL 4GC1 4GC 1 ' i I I I LIGHTING DESIGNER: FURRING + GWB + FURf;ING + GWB + REVEAL APPLIED WD BASE k' L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 1 SUITE 7E r I i I N YORK,� NEW K, NY 10013 I T 212 255 4463 1i1 � � I CONCRETE SLAB, PER STRUCTURAL DWG S 0/ RIGID INSULATION 0/ GRAVEL I I II 1 I F�f_® AAc ARO S l� I I z — C d ca 024008 JOQ' OF tN4 j PARTITION TYPES j DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED i I I EXTERIOR WALL SECTIONS: GENERIC REFER TO A-400 SERIES FOR SPECIFIC ROOF As110 AND WALL ASSEMBLAGE I 38015 MAIN ROAD ORIENT, NY 11957-1163 TRELLIS, FASCIA, WOOD-4 FASCIA, WOOD-4 TRELLIS, TRELLIS, WOOD-5 WOOD-5 WOOD-5 22'-4" (+/52'-4" ASL) — UPPER ROOF 2 CHIMNEY CAP HEIGHT OF CHIMNEY FLUE, 21 '-6" (+/- 51'-6" ASL) PER NY STATE CODE 1003.9 UPPER ROOF 1 1 j 0j FASCIA, WOOD-4 ' GUARDRAIL, _ - M s 1 I I I 1 PER R312 _ 15'-5", 45 -5 ASL) HEIGHT OF (.,HIMNEYFLUE, (+/- PER NY STATE CODE 1003.9 I LOWER ROOF 1 I ! ! I EGRESS _ ;�I FAS225 224 223 222 4I II I! II ! �iI. ! ! j jiI j i IIfiESCRN-1 VERTICAL SIDING: CIA WOOD-4 WOOD-3 TRELLIS,' LLIS; 11'-2" + _ 41'-2" ASL) WOOD-5 WOOD-5 UPPER LEVEL , I I I it I' I I I I 1 j I I i j i I I ! ! I I I III I ' III I I 1 I I ! ijl, II it 1 i / \ j I t � I 111 � I 1 I Il IIII I I I � i II ', I I 1 I I II I 11 I I I 1 I I I I � I I I I 1 I 1 „ J RAL - - - J 0 0 (+/ 30 o ASL) _ ! SPEER MAIN LEVEL 29 -0" FOUNDATION �' FOUNDATION CONC-3 CONC-3 I� I \- \\ EGRESS] EGRESS REV. 1 1 SE ' 19'-0" ASL '-!*�BASEMENT OUTH EXROEVTO 1/4 0 _--_ 1 01\`ITIIlI!14 R1lIIi!1I1'I EiiLIIII IL II11!!S:I!(,II11I,1ljI W1\/II OII IO \ D -I�I5 �I II IIi!Il1I E-RII�1I1,iIIITI'IGC>II1Ii nUI.IiI1Ii IAL�SI!I�IIIiIIIlii1 IIIlIi�IiII DI!ijjiji -NIIII,IlIIItI-G=-: -- -- -- ---- FII A�\SC-I-A, -W OOD--4- E \ I!I1IiII11 2IiiII1I 1ij1i1I8-IIII'IlI,''I'I1,IIi1I l1!II'II IE',IIRTI,1III!l,II IC1', AIIII1�j I L ,S-I',IiI!'II'I! DI N�I'I11 GIIII1I : 2\\1 7 1�!'IIIIIIII 4oIiI! ' , 0 FASCIA, 6 WOOD-4 1 10 TRELLIS: WOOD-5 --8- 5 WOOD-3 WOOD-3 24" (+/52'--4" ASL E V IV UPPER ROOF 2 26" (+/- 51'-6" ASL) UPPER ROOF 1 gk 15'-5" 45'-5" ASL) GUARDRAIL, MS-1LOWER ROOF GUARDRAIL, 1[LE EGRESS PER R312 PER R312 STA I -R-- GUARDRAIL,LW5EPER R312 1'-2" 4.1'-2" ASL UPPER LEVEL �- I ,itiI�lIIII 1i;i!i�IIII Il'1I1lI \ \ 1 RJONATHAN � S F�ES �T C� E�0+ 2HR©" 4RL0' �O QrL lSSSc y-i/<eTo F D, E6.0 ;� EM-BEI RFF12/C, 21 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 LT212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: -0" (+/- 3 -0" ASL0' MAIN LEVEL SILMAN 29 29 32 OLD SLIP, 10TH FLOOR FOUNDATION GRADE NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 AST EXTERIOR ELEVATION T 212 487 3272 21/4" = 1'0" CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL TRELLIS, FASCIAWOOD-4 VERTICAL SIDING, FASCIA, WOOD-4 TRELLIS, TRELLIS, WALKERSTREET WOOD-5 WOOD-5 SUITE 7E 22'-4" (+/52'-4" ASL) WOOD-5 WOOD-3 NEW YORK, Y 10013 UPPER ROOF 2 T 212 255 4463 HEIGHT OF CHIMNEY, PER 21'-6" (+/- 51'-6" ASLNY STATE CODE 1003.9 UPPER ROOF 1 Apc GUARDRAIL, MS-1 PER R312 GUARDRAIL, MS-115'-5" (+/- 45'-5" ASL) HEIGHT OF CHIMNEY FLUE 0 LOWER ROOF PER R312 PER NY STATE CODE1003.9TRELLIS,ECREss WOOD-5 OF NSCRN-12 top 1 9 11 '-2" (+/- 41'-2" ASL) UPPER LEVEL REVISIONS: 0 -0" (+/- 30'-0" ASL) MAIN LEVEL EXTERIOR ELEVATIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED Ilk 11'-0" (+/- 19'-0" ASL) BASEMENT IF NORTH EXTERIOR ELEVATION Am300 3 0" + 1/4" = 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 TRELLIS, VERTICAL SIDING: FASCIA, TRELLIS, WOOD-5 WOOD-3 HEIGHT OF CHIMNEY, PER WOOD-4 WOOD-5 22'-4" (+/52'-4" ASL) F NY STATE CODE 1003.9 _ UPPER ROOF 2 ,mk 21r6,r 51r6u — + ASL) i I ! I ( I UPPER ROOF 1 I I I I I I I I 201 I, II, ! I � I I ', III I - 215 il, lll � it 214 I � I ,I II : Iil i l 213 GUARDRAIL, ; Illi ! MS-1 ' Ili j wl FASCIA; WOOO� 1 1 PER R312 � I I � i liil 15'-5" + 45'-5" ASL _ I II II I I .II Iit IIIiI I ' HEIGHT OF CHIMNEY FLUE, LOWER ROOF ' PER NY STATE CODE 1003.9 TRELLIS, ---- _- - _ j WOOD+S j I SCRN-1 11'-2" (+/- 41'-2" ASL) I I UPPER LEVEL I � I I III I il' GUARDRAIL l I ilii l I I ll I 'I I —� MS-1 j PER R312 f I 1 I i 0 -0 (+/- 30 -0 ASL) - ---- . . .-... - - - - -------- -- _-_ MAIN LEVEL — - - -- - -- - - -- - -I- - - - __ �- I i i i I -1- 1111'-„-"00""+ (+/- / - 19'-0A S L BASEMENT Ii iII II,,' II LII'IIIiI Iii VERTICAL ERTICAL "II SIDING:II�Ii II ii �IIIIIlI'I Ii GI�II Aii RIIi! AIGIII'IIl EI iIIIiIlII D��!'' OiiI� O',I iI R, I IiI ItI III IIiIIIIII i�i IItI Ii � !'I lI��Ii l lIjiIll iIII I!iIiI, lI IIi iiIli liI I IjIi'iI VERTICAL SIDING: I CONC-2 / CONC-2 WEST EXTERIOR ELEVATION WOOD-3 WD VENEER WOOD-3 1/4" e 1,0" 22'-4 +/52'-4" ASL UPPER ROOF 2 26" (+/- 51'-6ASL) UPPER ROOF 1 15'-5" (+/- 45'-5" ASL LOWER ROOF ALUM CLAD VERTICAL FASCIA, VERTICAL SIDING, MTL-1 SIDING, WOOD-4 WOOD-3 11 -2" + 41'-2" ASL) WOOD-3 UPPER LEVEL 7771 JONATHAN ' 1 S F Ca H[ r tL®� ONoSo pel S /Oy'VSp �(nQ� '. � II Ess 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR 0, 0 30'-0" ASL) NEW YORK NEW YORK 10005 MAIN LEVEL T 212 szo 7970 FOUNDATION MECHANICAL ENGINEER: CONC-3 JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9655 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 1 V-0" (+/- 19'-0" ASLNEW YORK, NY 10004 BASEMENT T 212 487 3272 EAST PARTIAL EXTERIOR ELEVATION CIVIL ENGINEER: 2 ND N P 1/4" - 1'0" 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 22'-4" (+/52'-4" ASLSUITE 7E UPPER ROOF 2 HEIGHT OF CHIMNEY, PER NEW YORK, NY 10013 NY STATE CODE 1003.9 T 212 255 4463 21'-6" (+/- 51'-6" ASL UPPER ROOF 1 FASCIA, WOOD-4 15'-5" (+/- 45'-5" ASLVERTICAL SIDING, FASCIA, FASCIA, VERTICAL TRELLIS,LOWERROOF WOOD-3 WOOD-4 WOOD-4 SIDING, WOOD-5 WOOD-3 gii 11 -2" (+/- 41'-2" ASL UPPER LEVEL ENTRY 101 AA 0'-0 (+/— 30 -0" ASL) MAIN LEVEL 024 OF ISSUED FOR FILING 2023-11-10 EXTERIOR ELEVATIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED / 19'-0" ASL BASEMENT 3WEST PARTIAL EXTERIOR ELEVATION A�301 1/4" 10„ L01-7p I 1 2 3 4 5 6 7 8 9 10 11 12 13 38015 MAIN ROAD ORIENT, NY 11957-1163 FASCIA, FASCIA, WOOD-4 WOOD-4 OIL 22'-4" (+/52'-4" ASL) _ UPPER ROOF 2 - - WOOD-5 TRELLIS, - ------- ---- -- -- ------ WOOD-5 21'-6" (+/- 51'-6" ASL UPPER ROOF 1 I I j I \ / ( VERTICAL SIDING, I % III jl I WOOD-3 DRESSING ROOM \ HAL WAY / III GUARDRAIL, 15P-7" + 45'-7" ASL) MS-1 FASCIA, 202 21 1 LOWER ROOF WOOD-4 PER R312 FASCIA, I ' WOOD-4 ', Illi , I OI 11 -2 + 41'-2" ASL UPPER LEVEL wens I IIII , 1 , 11111 I I ! 1111 GUARDRAIL, MS-1 KITCHEN DINING ROOM LIVING ROOM DEN HALL AY PER R312 F1 0-41 103 F1_0-21 17110 11 j SII , I DECK WOOD-1 OIL 0'-0" (+/- 30'-0" ASL) - - MAIN LEVEL - - - - -- _ T.O. CONIC. — — W 1 2X45 I - - - - — - FASCIA, _ - - - - WOOD-4 CONIC-2 1 HR FIRE RATED CLG GARAGE I HALL AIL \ STOR MECH _ „ - - - = 0 GARAGE DOOR, 001 i\ � 005 I 005 010 B-x'-x" FTG WD VENEER00 1% SLOPE r ~, 1 ! 71 1% SLOP TO DRAIN 0 ASL —13'-0" B.O. FTG —14'-6" 8.0. FTG LONGITUDINAL SECTION LOOKING NORTH 1 1/4' = 1.0" ( 13 12 11 10 9 8 7 6 5 4 3 2 1 FIXED CURB MTD — FASCIA, SKYLIGHT WOOD-4 k 22'-4" (+/52'-4" ASL) RD2 TRELLIS, UPPER ROOF 2 - TRELLIS, RD4 WOOD-5 WOOD-5 - - - HEIGHT OF CHIMNEY, PER OIL21 -6 (+/- 51'-6" ASL I i I' - — — o NY STATE CODE 1003.9 UPPER ROOF 1 VERTICAL SIDING, -� I WOOD-3 0 MASTER BATH FASCIA, WOOD-4 - HALLWAY cD 203 ' _ 15 -7 + 45'-7" ASL GUARDRAIL MS-1 I 211 00 I _ HEIGHT OF CHIMNEY LOWERROOF PER R312 I I °' E-- -- -- FLUE, PER NY II _ STATE CODE 1003.9 ° WlOX45 j \ \ 3'-0"1 VERTICAL SIDING, o I ! ! \ \ WOOD-3 FASCIA, WOOD-4 0 OIL 11'-2" (+/- 41'-2" ASL l RD10 M FASCIA, I - -- RD5 UPPER LEVEL ; WOOD-4 — — !OX,30 44 MITI—ILII' 10 30 j SCRN-1 I VERTICAL SIDING, ALLWAY — — DEN POND R 00 /ENTRY LIVING ROOM �— DINING ROOM KITCHEN I ! / r WOOD-3 JONATHAN SCHLOSS/ , �,., 112 110 09 101 102 103 104 277 BROADWAY 109 \ 13TH FLOOR I \ \ \ w NEW YORK, NEW YORK 10007 i DECK, \ — -}�- — / O T 212 213 5546 WOOD F212 202 7935 0'-0" (+ - 30'-0" ASL lI' .�, / ) MAIN LEVEL � � � "- � � - _LL STRUCTURAL ENGINEER: wi X3C —_w1 xs -_— W1 ZX45 W10X33 96 SILMAN Ir 32 OLD SLIP, 10TH FLOOR — � NEW YORK, NEW YORK 10005 FASCIA, T 212 620 7970 WOOD-4 MECHANICAL ENGINEER: VERTICAL \ WOOD-3 JMV ENGINEERING „ STOR MECH — — o cI GAME ROOM GYM MECH ROOM HALL GARAGE -x-x — — I a, I 1 HR FIRE 37 WEST 39TH STREET B.O. FTG 010 — �, I 009 007 006 005 0� 001 RATED CLGIT SUITE 703 / 1% SLOPE NEW YORK, NEW YORK 10018 - � T 212 852 9855 I 1 1 % -SLOPE TO 'DRAIN / -1 1'-0" + - 19'-0" ASL _ � � '�` �,�: � LANDSCAPE DESIGNER: BASEMENT ---- ----- - - STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET B.O. FTG SUITE 1700 NEW YORK, NY 10004 14'-6" L_ — .—I T 212 487 3272 B.O. FTG LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET P SUITE 7E NEW YORK, NY 10013 A B C D E F G H J K L M N 0 Q T 212 255 4463 FASCIA, FAE CIA, WOOD-4 WO D-4 TRELLIS, 22'-4" (+/52'-4" ASL) WOOD-5 UPPER ROOF 2 - - -- - WOOD -- ^I -5 0 0 0 1 0 1 T7 I I I I I I I I 11.111 1 1 111111 1 1 1 H I I I I fk f-DA 21'-6" (+/- 51'-6" ASL 1 F�Rp UPPER ROOF 1 ! Bch � <D N � il ! II ll1 Q - VERTICAL SIDING, z Q' MASTER BEDROOM DRESSING ROOM MASTER BAH io STUDY o 15'-7" + - 45'-7" ASL _ GUARDRAIL, MS-1 201 202 203 I 204 I j WOOD-3 * LOWER ROOF PER R312 0 I � 0 o O DECK, j I ; I � I T 024 -1 I WOOD-1 a._:"m: .:: i F OF NES FASCIA, ......_._ ._... I WOOD-4 w__ I ! ( I TRELLIS, 11'-2" (+/- 41'-2" ASL WOOD-5 REVISIONS: UPPER LEVEL w IE zxs � I ! I I I - REV. 1 PERMIT SET DECEMBER 12, 2023 / / z I I I I I I I I I I I I I I I I I I I j I A I l I I I I I I i i I II i I I I I 1 I I II DING r 0 _ ! j l l DEN (o FONDER ROOM COAT CLOSET 110 F1-0-91 108co , I , ll i I I I DECK I I WOOD-1 I ' I I I i i I I I I I i I I 0'-0" (+/- 30'-0" ASL) _ l j j I i ! F7 I i GRATE, ! MAIN LEVEL dpp 44d IIllIJ REMOVABLE F I LO VV T.O. CONC. FROM bE LIGH1 EGRESS LADDER, PER 310.2 BUILDING SECTIONS 'NEL-0` p DRAWN BY: YH, JM, GS MECH BATH -I in "GAME ROOM CHECKED BY: JS 0 10081 I Fo09 DRAIN I I o) DATE: NOVEMBER 10, 2023 00co SCALE: AS NOTED co I i� _OIL -11'-0" (+/- 19'-0" ASL) _ BASEMENT ----------------------------------- =_,10 BUILDING SECTION THROUGH MASTER SUITE LOOKING EAST E _13'-0" A�400 3 1/4" = 1'0" REV. 1 I Q 4'-0" 0 N M L K J H G F E D C B A 38015 MAIN ROAD 1/2" ORIENT, NY 11957-1163 r rr 4'-4" 4'-6 1/2" 6'-611 31_7„ 1 10 1 2 16'-11 1/2" 3'-11" 2#-011 5'-1091 3,-4„ 3r-0„ 4'-6„ 22'-4" (+/52'-_4" ASL)___ UPPER ROOF 2 HEIGHT OF CHIMNEY, PER NY STATE CODE 1003.9 21'-6" (+/— 51'-6" ASL o UPPER ROOF 1 : _II HEIGHT OF CHIMNEY o FLUE, PER NY - _ 15'-7" (+/ 45'-7" ASL) STATE CODE 1003.9 In LOWER ROOF — - - --- -------- --...a � ------ --- -.._. FASCIA, - FASCIA, WOOD-4 �j I WOOD-4 OgL 11'-2" (+/— 41'-2" ASL _ RD9 RD7 UPPER LEVEL / 2X8 "F N0.2 '\ W4X1D LLJ O 18"O.C. j LIVING ROOM VERTICAL SIDING, WOOD— 102 3 1 I i i I i I , I I II 1111 . ', I : I I I I i : I DECK 1 I I 1 i : I _ I I WOOD 1 I I I 1 I 1I " , 9> 1 , \ III � I 0 0 + 30 0 ASL _ I I I I 1 NrtEVEL -- N T.O. CONC. MECH ROOM 006 �{ II —x'—x11 o05- I B.O. FTG —1 1'—O" (+/— 19'-0" ASL) _ BASEMENTLk/ 13'-0" l B.O. FTG - - - - - - - - - - - - - - - - - - TION THROUGH LIVING ROOM LOOKING WEST CD_IEC 1/4" - 1'0" A B C D E F G H J K L M N 0 4'-0" Q 7 1/2 8'-0" 4'-6" 3'-0" 3'-4" 5'-10" 2'-091 3'-11" 16'-11 1/2" 1' 10 1 2" 3'-7" 6,-6" 4'-4" 4'-6 1/2" FASCIA, WOOD-4 -� 22'-4" (+/52'-4" ASL) FASCIA, TRELLIS, UPPER ROOF 2 WOOD-5 WOOD-4 - 21'-6" (+/— 51'-6" ASL UPPER ROOF 1 i BEDROOM HALLWAY / BEDROOM \ 15'-7'p + — 45 —7 ASL — 207 21 1 210 VERTICAL SIDING, LOWER ROOF F J, ( / ) / -� WOOD-3 Ll VERTICAL SIDING, WOOD-3 TRELLIS, � 11'-2" (+/— 41'-2" ASL) WOOD-5 UPPER LEVEL —2XB-oF— - --- - -- --- - - - -- --- -- - -- - I BEDROOM HALLWAY BEDROOM / 113 112 116 'I , -� JONATHAN SCHLOSS / , _.,� 1. I::,- / \ \ \ VERTICAL SIDING, 277 BROADWAY WOOD-3 13TH FLOOR NEW YORK, NEW YORK 10007 i 0'-0" (+/— 30'-0" ASL FOUNDATION, T 212 213 5546 MAIN LEVEL — CONC-3 29,-5 _ F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECH STORAGE MECH STORAGE MECHANICAL ENGINEER: 010 011 JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 OIL —11'-0" (+/— 19'-0" ASL) T 212 852 9855 BASEMENT LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS B.O. FTG 80 BROAD STREET SUITE 1700 (DTION THROUGH EAST BEDROOM WING LOOKING EASTNEW YORK, NY 10004 _!EC T 212 487 3272 1/4" 1'D" LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL Q4'-0" 0 N M L K J H G F E D C B A 120 WALKER STREET 1/2" SUITE 7E 1 » , „ NEW YORK, NY 10013 4'-4" 4'-6 1/2" 6'-6" 3'-7" 1 10 1 2 16'-1 1 1/2" 3'-1 los 2 —0 5'-10" 3'-4" 3'-0" 4'-6" 8'-0" T 212 255 4463 FASCIA, WOOD-4 22'-4" (+/52'-4" ASL) _ UPPER ROOF 2 Gl OIL21'-6" (+/— 51'-6" ASL UPPER ROOF 1 TRELLIS, WOOD-5 15'-7" (+/— 45'-7" ASL) BEDROOM CLOSET HALLWAY ELEVATOR B BATHROOM 210 0 211 208 GUARDRAIL, MS-1 LOWER ROOF PER R312 FASCIA, WOOD-4 ,� 1 1'-2" (+/— 41'-2" ASL) - 4 —� JPPER LE�tE I -----; WJ ax2 tOx2e �., .� ... -..,., ... .. --� - ° g g TRELLIS, WOOD-5 I VERTICAL SIDING ' C I ( WOOD-3 III BEDROOM CLOSET HALLWAY BATHROOM j l 116 111 114 VoED Aq F. ER R O(�Cy/I z � (� 0'-0" (+/— 30'-0" ASL f 'm I MAIN LEVEL X2 � Q, - 2e 02400 O -- TF OF NES-1 ISSUED FOR FILING 2023-11-10 MECH STORAGE MECH STORAGE BUILDING SECTIONS 010 010 DRAWN BY: YH, JM, GS CHECKED BY: JS DATE: NOVEMBER 10, 2023 4 -11,-0" (+/- 19'-0" ASL) _ SCALE: AS NOTED BASEMENT —13'-0" B.O. FTG SECTION THROUGH EAST BEDROOM WING LOOKING WEST A�401 3 1/4" 1'0" P 38015 MAIN ROAD ORIENT, NY 11957-1163 A B C D E F G H J K L M N 0 4'-0" Q 7 1/2 8'-0" 4'-6" 3'-0" 3'-4" 5'-10" 2'-O" 3'-11" 16'-11 1/2" V-10 1/�2" 3'-7" 6'-6" 4'-4" 4'-6 1/2" FAc CIA 22'-4" (+/52'-4" ASL) TRELLIS, I WO D-4 UPPER ROOF 2 — WOOD-5 TRELLIS ! I 11 I '. II ! IIII WOOD-5 21'-6" + - 51'-6" ASL I 11 l 1 1 ! l l UPPER ROOF 1 I II I iI ji j III II li jl I j l III j VERTICAL SIDING, — - - - I WOOD—3 OIL 15 7 + 45 7 ASL _ GUARDRAIL, MS-1 IIII liil � I Ili I ! ; IIS � I I 'Ii I I � I j I - - LOWER ROOF PER R312 i FASCIA - ! IIII l f I ! l III TRELLIS WOOD 4 --- - - - _' I I ! I ! WOOD 5 11 -2 + - 41 -2 ASL - - - ! J, ( / ) - UPPER LEVEL I I I I I - -'-- I II I zsi . ! III , li I I I ; IIII , ! Bx28 W8x28 I j VERTICAL I 1 SIDING, WOOD-3 OPEN TO III " III _I BEYOND l l I ENTRY 101 l I I I I I '' I I I I ! If I I ! I I Dill iI 11 II , I iI I WALKWAY, I CONC-1 II it j -06 I I I I I I 0 -0 + - 30 -0 ASL I I I I I ' VIII ' I 'I I MAIN LEVEL r- 1 I I I I I I I I I I I I � I I I I 1111 I I I 1 1 MECH ROOM -x'-x" 006 B.O. FTG 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 1 -1 1'-0" (+/- 19'-0" ASL) BASEMENT — -------- ----------------------- I I 1 1 I r ' -I r ' I I I I B.O. FTG SECTION THROUGH LIVING ROOM LOOKING WEST 1 1/4" = 1'0" I P A B C D E F G H J K L M N 0 4'-0" Q 7 1/2 8 -0 4'-6" 3'-0" 3p-401 51-101' 2'-O" 31-119, 16'-11 1/2" 1' 10 1�2" 3 -7 60-60p 4'-4" 4'-6 1/2" FASCIA, FASCIA, WOOD-4 ( WOOD-4 -422'-4" (+/52'-4" ASL) _ - UPPER ROOF 2 TRELLIS, WOOD-5 I1�11 OIL 21'-6" (+/- 51'-6" ASL — UPPER ROOF 1 VERTICAL SIDING, I i I ' I I i WOOD-3 BATHROOM ELEVATOR B HALLWAY II I CLOSE BEDROOM 15'-7" (+/- 45'-7" ASL) j - \ LOWER ROOF — \ 115 211 0 212 210 / � iI ! TRELLIS, ' WOOD-5 1 V-2" (+/- 41'-2" ASL) UPPER LEVEL d d d d g d d d I - X2,- -- Wi X26 pp- I VERTICAL SIDING, WOOD-3 / BATHROOM STAIR CLOSET BEDROOM 1 14 1 1 1 0 1 18 116 JONATHAN SCHLOSS/". 4 '' i _ ; I 0 0 277 BROADWAY 00 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 j ! » , „ i1 0 -0 + 30'-0" ASL — F 212 202 7935 MAIN LEVEL 0X26 21 q - -- -- � 29'_0" STRUCTURAL ENGINEER: 8 8 8 8 d W, SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 / \ T 212 620 7970 MECHANICAL ENGINEER: MECH STORAGE / \ MECH STORAGE 010 01 1 JMV ENGINEERING --o o— 37 WEST 39TH STREET ol\ / SUITE 703 NEW YORK, NEW YORK 10018 \ / T 212 8529855 -11'-0" (+/- 19'-0" ASL) �i - LANDSCAPE DESIGNER: BASEMENT STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET B.O. FTG SUITE 1700 NEW YORK, NY 10004 SECTION THROUGH EAST BEDROOM WING LOOKING EAST T212 487 3272 2 1/4" 1'0" LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL P 120 WALKER STREET SUITE 7E NEW YORK, NY 10013 4'-0" 0 N M L K J H G F E D C B A T 212 255 4463 1/2 22'-4" (+/52'-4" ASL 4'-4" 4'-6 1/2" 6'-6" 3,_7„ 1 10 1 2 16'-11 1/2" 3'-11" 2t-O" 5'-10" 3'-4" 3,_o„ 4'-s" 8'-0" UPPER ROOF 2 21'-6" (+/- 51'-6" ASL UPPER ROOF 1 15'-7" (+/- 45'-7" ASL) _ LOWER ROOF I I TRELLIS, WOOD-5 FASCIA, FASCIA, WOOD-4 WOOD-4 11'-2" (+/- 41'-2" ASL) - - - - T I UPPER LEVEL — - - - - - - - I � I I I I ' I 111 VERTICAL (DING � I C S i WOOD-3 r 1 KITCHEN I ! � � BREAKFAST ROOM j 0 ��-fkSD At? "!:o ERRO T ',+ DECK, 'y ti DECK r 'I I � < WOOD 1 , / WOOD-1OIL 0'-0" + - 30'-0" ASL MAIN LEVEL 92400 OQ TF DF NfE�1l II 1 HR FIRE ISSUED FOR FILING 2023-11-10 S ORA E GARAGE RATED CLG ii BUILDING SECTIONS 003 001 r_L�_7 DRAWN BY: YH, JM, GS CHECKED BY: JS \ \ / DATE: NOVEMBER 10, 2023 -11'-0" (+/- 19'-0" ASL) SCALE: AS NOTED BASEMENT B.O. FTG Am402 SECTION THROUGH EAST BEDROOM WING LOOKING WEST 3 1/4" = 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 FASCIA, 22'-4" (+/52'-4" ASL) WOOD-4 UPPER ROOF 2 — - - - - FASCIA, 0 - - WOOD-4 21'-6" (+/— 51'-6" ASL I;I : --- UPPER ROOF 1 VERTICAL SIDING, VERTICAL SIDING, WOOD-3 WOOD-3 MASTEREDROOM it ! BATHROOM BEDROOM 15'-7" (+/— 45'-7" ASL) _ 201 !' 208 207 LOWER ROOF II ! � 11'-2" (+/ 41'-2" ASL) UPPER LEVEL y , I III BATHROOM BEDROOM 114 113 - DECK, - WOOD-1 I 0'-0" (+/— 30'-0" ASL _ MAIN LEVEL - - i El 1:1UNFINISHED STORAGE 01 4 -1l'—O" (+/— 19'-0" ASL) _ BASEMENT B.O. FTG &SECTION THROUGH MASTER BEDROOM LOOKING NORTH 1/4" = 1'0" 2 3 4 5 6 4'-6" 5'-0" 10'-4" 16'-4" OL 22'-4" (+/52'-4" ASL) _ UPPER ROOF 2 OIL 21'-6" (+/— 51'-6" ASL UPPER ROOF 1 ojL 15'-7" (+/— 45'-7" ASL) _ LOWER ROOF 11'-2" (+/— 41'-2" ASL) _ UPPER LEVEL FASCIA, 1 161 1 1 1 1 1 1 In,ITT I I I d T7 jlWOOD-4 11ll JONATHAN SCHLOSS / _<-A k ' L e i 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 KITCHEN -� T 212 213 5546 1 04 F 212 202 7935 it VERTICAL SIDING, STRUCTURAL ENGINEER: WOOD-3 SILMAN - lil I 32 OLD SLIP, 10TH FLOOR I DECK' NEW YORK, NEW YORK 10005 0'-0° ' " WOOD-1 / / ) - ! 7 212 620 7970 + — 30 -0ASL MAIN LEVEL /x MECHANICAL ENGINEER: —2'-5 3/8" (+/— 27'-6 5/8" ASL) _ JMV ENGINEERING LANDING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 I T 212 852 9855 r 4, STORAGELANDSCAPE DESIGNER: 003 I B.O. FTG STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 11'-0" (+/— 19'-0" ASL) _ \ T 212 487 3272 BASEMENT LIGHTING DESIGNER: B.O. FTG L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET -14'-6" B.O. FTG SUITE 7E NEW YORK, NY 10013 SECTION THROUGH MUDROOM STAIR T 212 255 4463 (D_ 1/4" 1'0" 'SRC ERRO4 z Q. O c S� 02400 OQ TFOF NE�y ISSUED FOR FILING 2023-11-10 BUILDING SECTIONS DRAWN BY: YH, JM, GS CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED As403 I PERFORATED GRAVEL STOP 38015 MAIN ROAD ORIENT, NY 11957-1163 15'-7" (+/— 45'-7" ASL) AE:— LOWER ROOF OOF ASSEMBLY 1 —GRAVEL BALLAST PER SPEC, OVER —EPDM ROOFING PER SPEC, OVER — PITCH BOARD (SLOPED TO DRAINS AT 1/4" PER 12"), PER SPEC, OVER � i -3/4 PLYWD PER STRUC L DWGS, OVER { 1000 —FRAMING PER STRC'L DWGS —CAVITY INSULATION: 3" CLOSED SPRAY FOAM PER SPEC © TOP; 6" BATT. INS. © BOTTOM , I _._ MTL FLASHING © CONCEALED GUTTER PTD EXT. GRADE WD FASCIA (WOOD-4) AS RAINSCREEN -� CLADDING AT HORIZ. SPANDRELS ADHERED TO / i \ FURRING STRIPS AIR & WATER RESISTANT W12X4 i BARRIER PER SPEC // RAINSCREEN SIDING VENT PER II SPEC RIGID INS. PER SPEC PTD EXTERIOR SOFFIT GYP. BOARD PER SPEC 1 DOWNSPOUT PER SPEC ;SEE PLMBG DWGS FOR PIPING BET. GUTTER & DOWNSPOUT; PENDING COORD. W/STRC'L ENG IF CROSSING FRAMING MEMBERS (TYP.) I EXPANDING FOAM SEALANT BACKER ROD & CAULK CLEARSTORY FIXED WINDOWS PER SCHED. ROOF ASSEMBLY 1 T —GRAVEL BALLAST PER SPEC, OVER —EPDM ROOFING PER SPEC, OVER — PITCH BOARD (SLOPED TO HSS 5X5X1/2 POST BEYOND PERF. GRAVEL GUARD DRAINS AT 1/4" PER 12"), PER SPEC, OVER AROUND DRAIN —3/4" PLYWD PER STRUC'L DWGS, OVER PER STRC'L DWGS; SEE —FRAMING PER STRC'L DWGS STRC'L PLANS & DTLS ROOF DRAIN PER —CAVITY INSULATION: \ / MTL FLASHING W/DRIP EDGE PLMBG DWGS 3" CLOSED SPRAY FOAM PER SPEC © TOP; 2" / 6" BATT. INS. © BOTTOM " I 11'-2" + — 41'-2" ASL) UPPER LEVEL r ril a � I i , I ' i�m I , ', ', = � � � _`. - �.��.r�._.�.a w s..•_.� � • i i I i iI i I ' , '. ' I '' i MTL FLASHING W DRIP EDGE � ', ', i � � '� I '� � � I � , / l i l I I j � I '� I I ', ( � ( j l I I S I I ! � I I � : � i I! I S I I I � � I j i . : I I : I (WOOD-4) AS RAINSCREEN / CLADDING AT HORIZ. / I , SPANDRELS ADHERED TO FURRING STRIPS I r Do Ei 1:1 {I WP MEMBRANE PER SPEC; LAP BELOW OVERHANG & W12X106 \ -- W12X96 ' / / SEAL TO WINDOW FRAME / 4 t r/ / / / / `J ,� '':; \ \' l ! /' '•.1 ! r '` \ 1,, ' / '\ \, / // //// / dr Ili ' • '� L RAINSCREEN SIDING VENT PER SPEC O BLOCKING AS REQ'D _ RIGID THERMAL BREAK PER SOLAR SHADE PER SPEC a STRC'L DETAILS ALIGN PTD EXTERIOR GYP. SOFFIT RECESSED CURTAIN I 2" RIGID INS. W/3/8" GAP FOR BOARD TRACK PER SPEC LED LIGHT FIXT. PER SPEC N8" 2" /4" 5 EXPANDING FOAM SEALANT IN METAL BRACKET BY BACKER ROD & CAULK PTD GWB ON INTERIOR WALL & FABRICATOR CLG SURFACES (TYP. UON) REMOVABLE PTD GWB PANELS SLIDING DOORS PER SPEC; FLUSH W/ADJACENT CLG SEE PLANS, ELEVATIONS & WINDOW SCHED. I WIZARD INTEGRATED 100mm SCREEN ON T.O. SUBFLOOR FLOOR ASSEMBLY 1 SLIDING DOORS PER SPEC; SEE JONATHAN SCHLOSS —3/4" ENG. WD FLOOR PER SPEC, OV IR PLANS, ELEVATIONS & WINDOW SCHED. : / 277 BROADWAY I „ —1 1/8" WARMBOARD, OVER ' / I MTL FLASHING W/DRIP EDGE, W/END 13TH FLOOR H H -3/4" PLYWD PER SPEC DAMS; SEAL TO WP MEMBRANE 0'-0" + — 30'-0" ASL —FRAMING PER STRC'L DWGS NEW YORK, NEW 07 o a ) —NON—COMBUSTIBLE ACOUSTIC BATT. IDIS ® RK o0 ® ® MAIN LEVEL IN CAVITY (TYP. UON) O MAIN + — 30'-0" ASL) ' O T 212 213 5546 MAIN LEVEL F212 202 7935 —0'-2" + — 29'-10" ASL) 0 - ® — - — — —0'-2" + — 29'-10" ASL) 0 0 0 — N EXTERIOR TERRACE N STRUCTURAL ENGINEER: 0 0 0 0 0 0 0 0 0 �_I EXTERIOR TERRACE SILMAN - OL 0 771 - T T. IF. IF32 D SLIP 10TH FLOOR '\/ NEW YORK, NEW YORK 10005 T 212 620 7970 EXTERIOR WD DECK MECHANICAL ENGINEER: PER SPEC ON MTL - _ GRATE ON FRAMING JMV ENGINEERING PER STRC'L DWGS 37 WEST 39TH STREET i - SUITE 703 AZEK BLOCKING NEW YORK, NEW YORK 10018 FLUSH W/INT. T 212 852 9855 SUBFLOOR LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 r i /`' T 212 487 3272 STEEL BEAM PER ff STRC'L �' i t CIVIL ENGINEER: E3EARING PLATE PER JOHN CONDON PC STRC'L DWGS r/ �' t` nss sB y SILL PLATE PER sc EE ROAD ! ' NON—SHRINK GROUT ' STRC'L DWGS MATTITUCK, NY 11952 f FOUNDATION WALL T 631.298.1986 PER STRC L DWGS LIGHTING DESIGNER: I FOUNDATION WALL 2 RIGID INS. PER SPEC . ; . PER STRC'L DWGS PTD GWB CLG WHERE SHOWN; SEE RCP L'OBSERVATOIRE INTERNATIONAL - :�" RIGID INS. PER SPEC FOR LOCATIONS; NON—COMBUSTIBLE -; - f 120 WALKER STREET ACOUSTIC BATT. INS. PER SPEC IN , i t SUITE 7E CAVITY (TYP.) f 1 CONC. FOUNDATION WALL PER STRC'L I NEW YORK, NY 10013 DWGS T 212 255 4463 PTF GWB FURRING ON WD STDS W/BATT. INS. IN CAVITY WHERE SHOWN ON PLANS; SEE FLOOR PLANS & PARTITION TYPE DTLS ,-+ SECTION DETAIL AT STEEL BEAM POCKET RIGID INSULATION PROTECTIVE MEMBRANE PER SPEC CONC. SLAB PER -+ 1 STRC'L DWGS 2" RIGID INSULATION FILTER FABRIC AROUND COURSE GRAVEL : ERRO4 Cy�T ` t PERF. DRAIN PIPE (SEE 00•► PLMBG DWGS) U3 2" RIGID INS. PER SPEC ozaoo$ yOQ GRANULAR F OF NE�}i CAPILLARY BREAK ISSUED FOR FILING 2023-11-10 WALL SECTIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 r SCALE: AS NOTED SECTION DETAIL THROUGH LIVING ROOM A�41 0 1 3" = 1'0" i 38015 MAIN ROAD ORIENT, NY 11957-1163 ROOF ASSEMBLY 3 5/8" PTD REVEAL PER SPEC -EPDM ROOFING PER SPEC, OVER ROOF ASSEMBLY 3 PITCH BOARD (SLOPED TO FLOOR ASSEMBLY 1DRAMS AT 1/4" PER 12"), PER SPEC, OVER -EPDM ROOFING PER SPEC, OVER -3/4" ENG. WD FLOOR PER SPEC, OVER PITCH BOARD (SLOPED TO -1 1/8" WARMBOARD, OVER -3/4" PLYWD PER STRUC'L DWGS, OVER DRAINS AT 1/4" PER 12"), PER SPEC, OVEF -3/4" PLYWD PER SPEC -FRAMING PER STRC'L DWGS -3/4" PLYWD PER STRUC'L DWGS, OVER -CAVITY INSULATION: -FRAMING PER STRC'L DWGS AY FOAM PER SPEC TOP; -FRAMING PER STRC'L DWGS 3 CLOSED SPR -NON-COMBUSTIBLE ACOUSTIC BATT. INS. 6" CLOS INS. R BOTTOM -CAVITY INSULATION: EATTIN CAVITY (TYP. UON) 3" CLOSED SPRAY FOAM PER SPEC @ TOP; 6" BATT. INS. © BOTTOM 0 0 0 0 0 0 22'-4" + - 52'-4" ASL — � — — — 23'-4" (+/- 53'-4" ASL) UPPER ROOF 2 UPPER ROOF 2 EXT.WALL ASSEMBLY 1 —WD SIDING PER SPEC ATTACHED TO BATTENS PTD EXT. GRADE WD FASCIA & SPACERS PER MANUF. REQUIREMENTS. (WOOD-4) AS RAINSCREEN -WATER RESISTIVE VAPOR PERMEABLE CLADDING AT HORIZ. ! ! I PTD EXT. GRADE WD FASCIA MEMBRANE ON EXTERIOR SHEATHING; ! � � i ( I ( ) SPANDRELS ADHERED TO o ! ! !. WOOD-4 AS RAINSCREEN ! CLADDING AT HORIZ. -2„ CLOSED CELL SPRAY FOAM INS. PER SPEC FURRING STRIPSx1: ! I ON OUTSIDE. '` `� � - - SPANDRELS ADHERED TO -3.5” MINERAL WOOL BATT. INS. INSIDE. FURRING STRIPS -PTD 5/8" GWB ON INTERIOR (TYP., UON) ON 6" STDS ` ' \ AIR & WATER RESISTANT AIR & WATER RESISTANT , FRAMING PER STRC'L DWGS BARRIER PER SPEC 00. - BARRIER PER SPEC 00 FRAIING PER STRC'L DWGS FRAMING PER STRC'L DWGS MOTORIZED ROLLER SHADE PER SPEC; -- BLOCKING ABOVE AS REQ'D PTD EXT. GRADE TRELLIS 0 ! PTD EXT. GRADE TRELLIS (WOCD-5) ANCHORED TO o ° __ _- " (WOOD-5) ANCHORED TO ° BLDG FRAMING \ - - BLOCKING AS REQ'D. BLDG FRAMING o 0 0 ----- I i; i RAINSCREEN SIDING VENT PER o SPEC ! LAP WP OVER 0. OPN'G; N o o / SEAL TO WINDO AME AS Lc)00 W12X50 0 0 \`%" f _ REQ'D I nn IJ �� 1 i I, / / 1 00 II 5/8„ PTD REVEAL PER SPEC — SLIDING DOORS PER SPEC; 2 3/8„ SEE PLANS, ELEVATIONS & REMOVABLE PTD GWB PANELS ll REMOVABLE PTD GWB WINDOW SCHED. FLUSH W/ADJACENT CLG 8 1/8” LAP WP OVER T.O. OPN G; SEAL TO PANELS FLUSH WINCOW FRAME AS REQ'D W/ADJACENT CLG 4� SLIDING DOORS PER SPEC; SEE MOTORIZED ROLLER PLANS, ELEVATIONS & WINDOW SCHED. SHADES PER SPEC j u WINDOWS PER SPEC; SEE PLANS, 33'-6" ASL) 0 T.O. ELEVATIONS & WINDOW SCHED. AWNING WINDOW 33'-6" ASL) WINDOW SILL It 6 I i MW BENCH; SEE IN. ELEVS & MW DETAILS WINDOWS PER SPEC; SEE PLANS, ELEVATIONS & WINDOW SCHED. C� � I IIII f 31'-9" ASL) WINDOW SILL - I I I 5/8" PTD REVEAL PER SPEC X FLOOR ASSEMBLY 1 -3/4" ENG. WD FLOOR PER SPEC, OVER 1 STL POST BEYOND PER ; -1 1/8" WARMBOARD OVER STRC'L DWGS -3/4" PLYWD PER SPEC - PTD STL GUARDRAIL TO MATCH -FRAMING PER STRC'L DWGS WINDOW FRAMES ; -NON-COMBUSTIBLE ACOUSTIC BATT. INS. IN CAVITY (TYP. UON) - I 11 -2 (+/- L1-12" - - _ UPPER LEVEL I u u o 0 0 0 0 D 0 0 0 0 0 MUD SILL, PER STRUCTURAL ROOF ASSEMBLY 2 - -` -" -WOOD DECK ON PEDESTALS, OVER 5/8" PTD REVEAL PER SPEC -EPDM ROOFING PER SPEC, OVER FLOOR ASSEMBLY 1 i Lj -PITCH BOARD (SLOPED TO EXT.WALL ASSEMBLY 1 -3/4" ENG. WD FLOOR PER SPEC, OVER I DRAINS AT 1/4" PER 12"), PER SPEC, OVER -WD SIDING PER SPEC ATTACHED TO BATTENS -3/4" PLYWD PER SPEC ! & SPACERS PER MANUF. REQUIREMENTS. -1 1/8 WARMBOARD, OVER ! ! -3 4" PLYWD PER SPEC -FRAMING PER STRC'L DWGS ! ! I ! ! ( > ! I ! ! i -WATER RESISTIVE VAPOR PERMEABLE / _ MEMBRANE ON EXTERIOR SHEATHING; CAVITY INSULATION: -2" CLOSED CELL SPRAY FOAM INS. PER SPEC -FRAMING PER STRC'L DWGS 3" CLOSED SPRAY FOAM PER SPEC ® T P; _ -NON-COMBUSTIBLE ACOUSTIC BATT. INS. „ — T� IN CAVITY TYP. UON 6 BATT. INS. © BOTTOM LJ i ON OUTSIDE. ( ) _ 0'-0" (+/- 30'-_0" ASL) -3.5" MINERAL WOOL BATT. INS. INSIDE. " MAIN LEVEL \ " -PTD STDS 8' GWB ON INTERIOR (TYP., UON) ON co 0 0 0 0 0 0 CONCRETE FOUNDTATION PTD EXT. GRADE WD FASCIA WALL, PER STRUCTURAL (WOOD-4) AS RAINSCREEN DWGS. CLADDING AT HORIZ. FRAMING PER STRC L DWGS SPANDRELS ADHERED TO JONATHAN SCHLOSS Vr �I '.6":" C� PROTECTIVE MEMBRANE PER FURRING STRIPS; APPLY UP MOTORIZED ROLLER SHADE PER SPEC; SPEC OVER GUARDRAIL CURB W12X87 277 BROADWAY + BLOCKING ABOVE AS REQ'D 13TH FLOOR \ NEW YORK, NEW YORK 10007 BLOCKING AS REQ'D. T 212 213 5546 I AIR & WATER RESISTANT F 212 202 7935 RAINSCREEN SIDING VENT PER BARRIER PER SPEC SPEC STRUCTURAL ENGINEER: W1 2X45 ',' 'i, ,f ,•I/ ,,`` ' ' i I i ii 1 i iI II , I I f iI r' f j, ` i 1 i t t.;, " ± I r - ;' 00 SILMAN FRAMING PER STRC'L DWGS / -- — \ � 32 OLD SLIP, 10TH FLOOR • II NEW YORK, NEW YORK 10005 00 T 212 620 7970 5/8" PTD REVEAL PER SPEC \ / 2 3 8" MECHANICAL ENGINEER: REMOVABLE PTD GWB PANELS JMV ENGINEERING I FLUSH W/ADJACENT CLG 8 1/8" 37 WEST 39TH STREET SUITE 703 i NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: J STARR WHITEHOUSE LANDSCAPE ARCHITECTS SECTION DETAIL THROUGH MASTER BEDROOM TERRACE SECTION DETAIL THROUGH STUDY WINDOW 80 BROAD STREET 2 3 SUITE 1700 3" = 110" 3" = 1'0" NEW YORK, NY 10004 212 487 3272 CIVIL ENGINEER: O JOHN CONDON PC 0 1755 SIGSBEE ROAD MATTITUCK, NY 11952 ri qjL T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E __ NEW YORK, NY 10013 T 212 255 4453 - i PTF GINB FURRING ON WD STDS j I W/BATT. INS. IN CAVITY WHERE SHOWN ON PLANS; SEE FLOOR PLANS & PARTITION TYPE DTLS f t. .a FLOOR ASSEMBLY 3 ` -3" TOPPING SLAB W/EMBEDDED RADIANT --UBES, OVER HEAT " ' I -5" CONC. SLAB PER STRC'L DWGS j -2" RIGID INSULATION OVER GRAVEL BED f PERFORATED PERIMETER DRAIN PIPE ! ' FILTER FABRIC GRAVEL l ' !' �.�kSD SOA s T� 01 s�r 024"0 0 a yoQ' j ± F OF N�� ISSUED FOR FILING 2023-11-10 WALL SECTIONS r DRAWN BY: JSA , CHECKED BY: JS DATE: NOVEMBER 10, 2023 'I SCALE: AS NOTED A�411 >< Ix //T SECTION DETAIL THROUGH DEN WINDOW 1 3" = 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 5/8" FIRE-RATED GWB, TYP. FOR ALL HOISTWAY WALLS NO TRIM/CASING ON HDWD JAMB HOISTWAY SIDE, FLAT TAPE TO JAMB. FLOORING, DRYWALL, JAMB RECESSED BALL CATCH ALL TO BE FLUSH OFFSET PIVOT AT HEAD 2X4 WALL FRAMING HINGE SC HWD. DOOR vvN f 8" OFFSET PIVOT HINGE PTD WOOD DOOR a FROM FACE OF DOOR TO 1 3/4" FILLER PANEL CLOSED ACCORDION GATE MECHANICAL INTERLOCK HEAD ELEVATOR FOLDING GATE THRESHOLD OFFSET PIVOT HINGES OIL21'-6" (+/- 51'-6" ASL) - FINISHED FLOOR T UPPER ROOF 1 r y _y w a A/V A A V, i L Li 0 0 0 0 0 9 TYP. ELEVATOR DOOR - JAMB DETAIL A�61 0 3"=1'-0" RUN CLEARANCE N I I I BATHROOM 208 07 _ A610 I I 6G 4'-3 3/4" co1 HALLWAY ELEVATOR B BATHROOM CIA-D 21 1 ( I 208 " \ N ELEVATOR B Lo TYP. ELEVATOR DOOR - HEAD/THRESHOLD DETAIL - - - - - - - 8 3"=1'-0" EL-1 6G 11'-2" + - 41'-2" ASL _ _ _ _ _ 11'-2" + - 41'-2" ASL UPPER LEVEL 5'-7 1/4" UPPER LEVEL HALLWAY 211 I I ELEVATOR B - SECOND FLOOR PLAN I 6 1/2"=1'-0" I JONATHAN SCHLOSS 277 BROADWAY I I 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 03 BATHROOM F 212 202 7935 A610 114 STRUCTURAL ENGINEER: KITCHEN 07 I SILMAN 104 A610 32 OLD SLIP, 10TH FLOOR 4G NEW YORK, NEW YORK 10005 �-AI T 212 620 7970 CSI-D NICAL ENGINEER: UTILITY & 00 I JMVAENGINEERING - - - - - - - ELEVATOR A I I PANTRY KITCHEN S-D STAIR 4 -334j BATHROOM / � 105 104 6G1 4'-3 3/4" 4G1 1 1 1 5_1-4 37 WEST 39TH STREET SUITE 703 NEW YORKNEW YORK 10018 T 212 852' 9855 4G ELEVATOR A 04 I LANDSCAPE DESIGNER: 01 BREAKFAST ELEVATOR B � Ll.n ROOM STARR WHITEHOUSE LANDSCAPE ARCHITECTS 106 � 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 I — — — — — I T 212 487 3272 Ll Ll EL-Bt LIGHTING DESIGNER: r » r rr r » i 6G1 - C�-D 01-0" + - 30'-0" ASL 6G409-019 + - 30'-0" ASL LOBSERVATOIRE INTERNATIONAL MAIN LEVEL MAIN LEVEL __ _-__ _ _-_ _. •, 1 20 WALKER STREET SUITE 7E 5'-7 1/4" I I NEW YORK, NY 10013 LI T 212 255 4463 STAIR 111 I I I I ELEVATOR A- FIRST FLOOR PLAN ELEVATOR B - FIRST FLOOR PLAN 2 5 1/2"-1 -0" 1/2" 1 0" BE I I I I u 0 03 1'' ;' UNFINISHED A610 STORAGE "r 5: =,a.. 010 07 A610 SUMP PIT BELOW ofi0 00 CONCRETE M' .. — — — — — — TRASH STORAGE FOUNDATION r » HALL I UNFINISHED 4GC 002 003 WALL {:� '.., 21-0" 005 010 :.. 4'-3 3/f" 4G ke® AqC eRR SUMP PIT '.• *+ " r" +.'. L r: N BELOW " �- S �.�► r1: :--j+''i.i u') 04 I * (O I it -•' . ELEVATOR A EMR A in ELEVATOR B I EMR B STORAGE 007x24008 ,tOQ SUMP PIT RE: (ED) FOF �. ..: SUMP PIT RE: MEP/STRUCT 6G — — — — — — — 4G MEP/STRUCT ISSUED FOR FILING 2023-11-10 ::r.;,,• -4 -1l'-O" + - 19 -0 ASL —IOIL -11'-O" + - 19 -0 ASL ""'° BASEMENT BASEMENT ELEVATOR DETAILS 2X4 WALL 613 6C5P-8#p 20-011 DRAWN BY. JSA TRASH ROOM 5'-7 1/4" 002 =� CHECKED BY: JS DATE. NOVEMBER 1 023 -� CED 0 2 ,- C E . .. . - - .. .. , SAL : AS NOTED ELEVATOR A- BASEMENT PLAN ELEVATOR A- SECTION ELEVATOR B - BASEMENT PLAN ELEVATOR B - SECTION 1 3 4 7 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 CHIMNEY CAP INSULATED CHIMNEY 0 I ih STORM COLLAR ROOF FLASHING I I 5'-0" MIN. I 6 1/2" DIA. COMBUSTION AIR INLET TO BE 5'-0" FROM HOLE EDGE TO NEAREST END SUPPORT OF TJI. CEILING SUPPORT BOX i COORDINATE W/ STRUCTURAL. I INSULATED METAL FLUE L-------- -- 10 1/4- 3" _ 1'-1 1/8" CAST-IN-PLACE CONCRETE . I� J7 ° clSTEEL STEEL PLATE PLATE CAST-IN-PLACE CONCRETE N i ii POLISHED ZPOLISHED STEEL PLATE CONCRETE CONCRETE FLOORING FLOORING i FIREPLACE 00 INSERT 00 1'-9 1/4- 1'-9 3/4" JONATHAN SCHLOSS / 0 0) 277 BROADWAY I 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: COMBUSTION TION AIR SILMAN (6 1/2" DIA.) 32 OLD SLIP, 10TH FLOOR 00 NEW YORK, NEW YORK 10005 POLISHED CONCRETE ° ° � � ' T 212 620 7970 CONCRETE ON STEEL BEAM METAL DECK I MECHANICAL ENGINEER: RE: STRUCT. RE: STRUCT. co JMV ENGINEERING �_ I 37 WEST 39TH STREET M SUITE 703 0o o 0 0 0 0 ° ° . °• • . • • ° •° ° ° • ,° ° • ° ° ° °. •.N,° • , .e o 0 0 0 0 0 0 NEW YORK, NEW YORK 10018 4 Q 4 a 4 204 T 212 852 9855 STEEL 5'-0" MIN. PLATE LANDSCAPE DESIGNER: FROM HOLE EDGE TO TJI END SUPPORT STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 ------ CAST-IN-PLACE 00 Ix NEW YORK, NY 10004 ZE ---- CONCRETE T 212 487 3272 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 1 -11 7 1 2 120 WALKER STREET " / " 1'-4" SUITE 7E NEW YORK, NY 10013 5'-10» T 212 255 4463 SECTION DETAIL AT FIREPLACE PLAN DETAIL AT FIREPLACE 6 1 1/2"-1,_O"—0 7 ° ° ° a gF NSULATED ° FLUE POLISHED ° . CONCRETE ° FLOOR 000 °�_ INSULATED INSULATED a ° METAL FLUEMETAL FLUE ,�_ :�;�� ,u��d_ ° LINE OF STEEL PLATE LINE G WOOD STEEL PLATE STEEL PLATE FIREPLACE STEEL • STORAGE BEYOND INSERT PLATE ° G "Vk; 06 ° ° ., ,r r�000 0000 . ° - — J --- — - - - - RETE \' �, E oSID A sy�TF CAST-IN-PLACEpR _ CONC A611 r` ;. �oo0 00An DO LINE OF 1 - r u'��o�_ 0000 goo 0o uoo ° LINE OF u �u�o�o FIREPLACE I I FIREPLACE c � � � LINE OF �- — — —� L_ J _ Q ,�� .► INSERT f INSERT FIREPLACE I �, °°° • 8 ° ° ° I I INSERT I o Q GRILLE OVER 024006 A AIR• I I I OF OUTLET CAST-IN-PLACE (1 4, I I CAST-IN-PLACE CAST-IN-PLAC I I I ° E ' CONCRETE CONCRETE ° STEEL i I CONCRETE I i I ISSUED FOR FILING 2023-11-10 ° I PLATE FIREPLACE DETAILS P 07 ! i 1 CONVECTION A611 I C I °< AIR INLET I COMBUSTION DRAWN BY: JSA ° AIR INLET I ' ° CHECKED BY: JS 4. / I I DATE: NOVEMBER 10, 2023 - - - - - - - - - - - - I �� I — — — SCALE: AS NOTED POLISHED CONCRETE STEEL PLATE FLOOR I I ENLARGED PLAN AT FIREPLACE ELEVATION - FIREPLACE A�61 WEST ELEVATION — FIREPLACE SOUTH ELEVATION — FIREPLACE EAST ELEVATION — FIREPLACE 1 3/4"=1'-0~ 0_NORTH 3 3/4"=1'-0" 3/4 3/4"=1'-0" 4 5 " I 38015 MAIN ROAD DOOR SCHEDULE ORIENT, NY 11957-1163 ROOM DOOR FRAME DR# LOCATION # HDWR SET SADDLE RATING FIRE STC REMARKS MATERIAL TYPE WIDTH HEIGHT THICKNESS FINISH MATERIAL TYPE HEAD JAMB FINISH 001-1 GARAGE 001 STEEL/WD GARAGE 9'-0" 8'-2" WD VENEER 001-2 GARAGE 001 STEEL/WD GARAGE 9'-0" 8'-2" WD VENEER 002-1 TRASH 002 PRIVACY SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT 003-1 STORAGE 003 PRIVACY SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT FIRE RATED 003-2 STORAGE 003 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT 003-3 HALLWAY 003 PASSAGE SC HWD FLUSH, HINGE 2'-6" 7'-0" 1 3/4" PAINT 004 GROCERY STORAGE 004 PASSAGE SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT 005-1 HALLWAY 005 PASSAGE SC HWD POCKET 4'-3" 8'-0" 1 3/4" PAINT 005-2 HALLWAY 005 PASSAGE SC HWD FLUSH, HINGE 2'-6" 7'-0" 1 3/4" PAINT COORDINATE DOOR 005-3 HALLWAY 005 PASSAGE SC HDW FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT DIMENSIONS AND 6 PAIR CONFIG. WITH MECH EQUIP AND DUCTS 006-1 MECHANICAL 006 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT FIRE RATED 007 GYM 007 PASSAGE SC HWD POCKET 3'-0" 8'-0" 1 3/4" PAINT 008 BATH 008 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8'-0" 1 3/4" PAINT 010-1 MECHANICAL / STORAGE 010 PRIVACY SC HWD DOUBLE DOOR 4'-6" 8'-0" 1 3/4" PAINT 010-2 UNFINISHED STORAGE 010 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT EL–A-0 ELEVATOR A 003 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT EL–B-0 ELEVATOR B 005 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT 105 PANTRY 105 PASSAGE SC HWD POCKET 2'-8" 1/24 1 3/4" PAINT 107 MUDROOM 107 PASSAGE SC HWD POCKET 4'-10" 9'-6" 1 3/4" PAINT 108 COAT CLOSET 108 -- SC HWD DOUBLE DOOR 3'-6" 9'-6" 1 3/4" WD STAIN 109 POWDER ROOM 109 PRIVACY SC HWD FLUSH, HINGE 2'-6" 824 1 3/4" PAINT 112-1 STAIR 111 PASSAGE SC HWD POCKET 5'-0" 7'-6" 1 3/4" PAINT 112-2 HALLWAY 112 PASSAGE SC HWD DOUBLE DOOR 4'-0" 9'-6" 11 3/4" PAINT 113-1 BEDROOM 113 PRIVACY SC HWD FLUSH, HINGE 3'-2" 9/24 1 3/4" PAINT 113-2 BEDROOM 113 PASSAGE SC HWD DOUBLE DOOR 8'-0 9'-6" 1 3/4" PAINT 3/411 114 BATHROOM 114 PRIVACY SC HWD FLUSH,HINGE 2'-8" 9/24 1 3/4" PAINT 115 LAUNDRY 115 PASSAGE SC HWD POCKET 2'-10" 9/24 1 3/4" PAINT 116-1 BEDROOM 116 PRIVACY SC HWD FLUSH,HINGE 3'-2" 1/24 1 3/4" PAINT JONATHAN SCHLOSS /°;r:1` `! :i '_ 277 BROADWAY 116-2 BEDROOM 116 PASSAGE SC HWD POCKET 2'-4" 9/24 1 3/4" PAINT 13TH FLOOR NEW YORK, NEW YORK 10007 '_ T 212 213 5546 117 BATHROOM 117 PRIVACY SC HWD FLUSH,HINGE 2'-8" 9/24 1 3/4" PAINT F 212 202 7935 EL-A-1 ELEVATOR A 104 PASSAGE SC HWD FLUSH,HINGE 3'-0" TBD 1 3/4" PAINT STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR EL-B-1 ELEVATOR B 111 PASSAGE SC HWD FLUSH,HINGE 3'-0" TBD 1 3/4" PAINT NEW YORK, NEW YORK 10005 T 212 620 7970 201 MASTER BEDROOM 201 PRIVACY SC HWD FLUSH,HINGE 2'-8" 9'-4 1 3/4" PAINT 1/2 MECHANICAL ENGINEER: JMV ENGINEERING 203-1 MASTER BATH 203 PRIVACY SC HWD POCKET 2'-8" 9/24 1 3/4" PAINT 37 WEST 39TH STREET SUITE 703 203-2 MASTER BATH 203 PRIVACY SC HWD POCKET 3'-6" 8'-8" 1 3/4" PAINT NEW YORK, NEW YORK 10018T 212 852 9855 204-1 STUDY 204 PRIVACY SC HWD FLUSH, HINGE 2'-8" 9/24 1 3/4" PAINT LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 204-2 STUDY 204 PASSAGE SC HWD POCKET 2'-8" 9'-4 1 3/4" PAINT 80 BROAD STREET 1/2 SUITE 1700 NEW YORK, NY 10004 207-1 BEDROOM 207 PRIVACY SC HWD FLUSH, HINGE 3'-2" 8/26 1 3/4" PAINT T212 487 3272 207-2 BEDROOM 207 -- SC HWD DOUBLE 8'-0 8'-8" 1 3/4" PAINT CIVIL ENGINEER: SLIDING 3/4 JOHN CONDON PC 1755 SIGSBEE ROAD 208 BATHROOM 208 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8/26 1 3/4" PAINT 1755 SIGSLICK, NY 11952 T 631.298.1986 209 LAUNDRY 209 PASSAGE SC HWD POCKET 2'-10" 8/26 1 3/4" PAINT LIGHTING DESIGNER: 210-1 BEDROOM 210 PRIVACY SC HWD FLUSH, HINGE 3'-2" 8/26 1 3/4" PAINT L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E 210-2 BEDROOM 210 PASSAGE SC HWD FLUSH, HINGE 2'-4" 8'26 1 3/4" PAINT NEW YORK, NY 10013 T 212 255 4463 211 HALLWAY 211 PASSAGE SC HWD DOUBLE DOOR 4'-0" 7'-6" 1 3/4" PAINT 213 BATHROOM 213 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8/26 1 3/4" PAINT EL–B-2 HALLWAY 211 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT F.R':.D ARC ERR04 sC/TQC' * b tnT 02400$ OQ TF OF NE�� ISSUED FOR FILING 2023-11-10 DOOR SCHEDULE DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED A�700 I 38015 MAIN ROAD EXTERIOR DOOR + WINDOW SCHEDULE EXTERIOR DOOR + WINDOW SCHEDULE ORIENT, NY 11957-1163 FINISH FINISH TYPE. (SEE � FRAME INT. EXT. TYPE. (SEE FRAME INT. EXT. # LOCATION MANUF. A-711 .0) MODEL OPERATION WIDTH HEIGHT MAT. FIN. FIN. NOTES # LOCATION MANUF. A-711 .0) MODEL OPERATION WIDTH HEIGHT MAT. FIN. FIN. NOTES 2-25 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 001 - 1 GARAGE ZENDOOR L SENZA OVERHEAD 9'-0" 8'-211 WD WD CLAD TO MATCH SIDING, FLUSH DOOR DOOR STAIN MOUNTED LIVING ROOM — 2-26 CLERESTORY FLEETWOOD A FIXED 7'-6 $-911" 2ALUM. ALUM. TRIPLE GLAZE 001 -2 GARAGE ZENDOOR L SENZA OVERHEAD 9'-0" 8'-2" WD WD CLAD TO MATCH SIDING, FLUSH DOOR DOOR STAIN MOUNTED LIVING ROOM — 2-27 CLERESTORY FLEETWOOD A FIXED 7'-6" "2'-9ALUM. ALUM. TRIPLE GLAZE 0-02 STORAGE FLEETWOOD H5 HINGED 3'-6" 8'-2" ALUM. ALUM. 3-01 STAIR VELUX K SKYLIGHT 6'-10" 3'-0" ALUM. ALUM. 0-03 TRASH RM. 3'-0" 8'-2" WD/HM DOOR; NOT A FLEETWOOD DOOR 0-04 GAME ROOM FLEETWOOD G5 TWO TRACK 19'- 1 1 /2" 5'-10" ALUM. ALUM. EGRESS; SEE ELEVATION FOR OPERABILITY SLIDER (TYP.) 1 -01 LIVING ROOM 102 FLEETWOOD G7 0 15'-1 1 5/8" 6'-0" ALUM. ALUM. SLIDER REV. 1 1 -02 MUDROOM STAIR FLEETWOOD F FIXED 4'-10 3/8" 9'-6" ALUM. ALUM. HINGED, 1 -03 MUDROOM 107 FLEETWOOD H3 FIXED 4'-6" 9'-6" ALUM. ALUM. SIDELIGHT POCKET 1 -04 BREAKFAST ROOM 106 FLEETWOOD G8 `.SLIDERS 9'- 11 1 /4" 9'-6" ALUM. ALUM. W/SCREENS - HINGED. 1 -05 KITCHEN 104 FLEETWOOD H3 FIXED 4'-10 5/8" 9'-6" ALUM. ALUM. SIDELIGHT 1 -06 KITCHEN 104 FLEETWOOD G6 TWO TRACK 9'-9 3/8„ 6'-0" ALUM. ALUM. SLIDER 1 -07 KITCHEN 104 FLEETWOOD F FIXED 4'-11 5/8" 9'-6" ALUM. ALUM. 1 -08 KITCHEN 104 FLEETWOOD G2 TWO TRACK 14'-7 3/4" SLIDER / 9'-6'y ALUM. ALUM. 1 -09 DINING 102/LIVING FLEETWOOD F FIXED 4'- 10" 9'-6" ALUM. ALUM. ROOM 103 1 - 10 DINING 102/LIVING FLEETWOOD G3 MULTITRACK 32'-0 1 /4" 9'-6" ALUM. ALUM. WIZARD SCREEN ROOM 103 SLIDER 1 -11 DEN 110 FLEETWOOD G4 TWO TRACK 20'-0" 9'-6" ALUM. ALUM. SILDER 1 -12 BATH 114 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1 - 13 BEDROOM 113 FLEETWOOD B2 FIXED, 7'-6" 7)-9)1 ALUM. ALUM. AWNING 1 -14 BEDROOM 113 FLEETWOOD H4 HINGED 3'-6" 9'-6" ALUM. ALUM. SEE PLAN & ELEV. FOR OPERABILITY (TYP.) 1 -15 BEDROOM 113 FLEETWOOD D AWNING 2'-6" 2'-6" ALUM. ALUM. 1 -16 HALLWAY 112 FLEETWOOD G9 TWO TRACK 16'-2 1 /2" 9'-6" ALUM. ALUM. UNEQUAL PANELS, SEE ELEV. SLIDER 1 -17 LAUNDRY 109 FLEETWOOD D AWNING 6f-1 )) 2'-6" ALUM. ALUM. 1 - 18 BATHROOM 117 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1 -19 BEDROOM 116 FLEETWOOD H4 HINGED 3'-7 3/4" 9'-6" ALUM. ALUM. 1 -20 BEDROOM 116 FLEETWOOD B2 FIXED, 7'-6" 7'-9" ALUM. ALUM. AWNING 1 -21 DEN 110 FLEETWOOD B4 FIXED + 20'-0" 7'-9" ALUM. ALUM. AWNING FIXED, JONATHAN SCHLOSS/�,r E-`,FFERCT 1 -22 ENTRY 101 FLEETWOOD H1 TRANSOM 9'-8 1 /4 9$-611 ALUM. ALUM. ENTRY DOOR IS WOOD; NOT FLEETWOOD 277 BROADWAY HINGED, 13TH FLOOR 1 -23 ENTRY 101 FLEETWOOD H2 FIXED+ 9'-8 1 /4" 9'-6" NEW YORK, NEW YORK 10007 ALUM. ALUM. T W RK, 5546 NEW TRANSOM F 212 202 7935 2-01 MASTER BEDROOM 201 FLEETWOOD F FIXED 6'-8 7/8" 9'-6" ALUM. ALUM. STRUCTURAL ENGINEER: SILMAN TWO TRACK 32 OLD SLIP, 10TH FLOOR 2-02 MASTER BEDROOM 201 FLEETWOOD G4 20'-0" 9'-6" ALUM. ALUM. NEW YORK, NEW YORK 10005 :SLIDER T 212 620 7970 2-03 MASTER BEDROOM 201 FLEETWOOD F FIXED 6'-8 7/8" 9'-6" ALUM. ALUM. MECHANICAL ENGINEER: JMV ENGINEERING 2-04 BATH 208 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 37 WEST 39TH STREET SUITE 703 TWO TRACK >r NEW YORK, NEW YORK 10018 2-05 BEDROOM 207 FLEETWOOD G6 SLIDER 9 1 1 � 61-0p) ALUM. ALUM. T 212 852 9855 EGRESS; SEE ELEVATION FOR OPERABILITY LANDSCAPE DESIGNER: 2-06 BEDROOM 207 FLEETWOOD C CASEMENT 2'-6" 6'-0" ALUM. ALUM. (TYP ) STARR WHITEHOUSE LANDSCAPE ARCHITECTS TWO TRACK 80 BROAD STREET 2-07 HALLWAY 21 1 FLEETWOOD G9 SLIDER 16 —2 1 /2 8 —g ALUM. ALUM. UNEQUAL PANELS, SEE ELEV. SUITE 1700 NEW YORK, NY 10004 2-08 LAUNDRY 209 FLEETWOOD D AWNING 2'-6" 2'-6" ALUM. ALUM. T 212 487 3272 CIVIL ENGINEER: JOHN CONDON PC 2-09 BATHROOM 213 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 2-10 BEDROOM 210 FLEETWOOD C CASEMENT 3'-7 7/8" 6'-0" ALUM. ALUM. EGRESS; SEE ELEVATION FOR OPERABILITY TYP. LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 2-11 BEDROOM 210 FLEETWOOD B5 FIXED,CASEMENT 7'-6" 6'-0" ALUM. ALUM. SUITE 7E NEW YORK, NY 10013 T 212 255 4453 2-12 STUDY 204 FLEETWOOD G5 TWO TRACK 20'-0" 6'-0" ALUM. ALUM. `.SLIDER 2-13 STUDY 204 FLEETWOOD A FIXED 5'-0" 6'-0" ALUM. ALUM. 5'�FVkSD Ap eR ` Sc FIXED, �� , ^ , o 2- 14 MASTER BATH 203 FLEETWOOD B1 /AWNING 5$-01) 7 —9 ALUM. ALUM. ° . c 024008 OQ 2- 15 DRESSING ROOM FLEETWOOD B1 FIXED, 5'-0" 7'-9" ALUM. ALUM. op t-4 AWNING 2- 16 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE REVISIONS: PERMIT SET DECEMBER 12, 2023 CLERESTORY 2-17 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY LIVING ROOM — 2- 18 CLERESTORY FLEETWOOD A FIXED 7'-3" 21-9" ALUM. ALUM. TRIPLE GLAZE 2-19 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2-20 LIVING ROOM — FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY EXTERIOR DOOR + CLERESTORY 2-21 LIVING ROOM — FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE WINDOW SCHEDULE DRAWN BY: JSA LIVING ROOM - CHECKDATE: ED BY: JS ED BY: 2-22 CLERESTORY FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE ER 21, 2023 SCALE: AS NOTED 2-23 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2-24 LIVING ROOM — FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY I 38015 MAIN ROAD ORIENT, NY 11957-1163 VARIES; SEE SCHED. L VARIES; SEE SCHED. VARIES; SEE SCHED. � VARIES; SEE SCHED. EQ. EQ. EQ. EQ. EQ. EQ. 7'-6„ 5'-3 1/8" w i U U U U VV V V) C W w LLI W w WLLj. - W W = W 2 W 2 W 2 (n N (n U (n U , . (n U / � N N lLj w i LLJw Lj w W w w Lj w OC V) [if (n cn w a c" VARIES; SEE SCHED. C) > (i > () > w w z w w o Of rr o U N W W / N \ Gi14 4 4- TYP E A TYP E B 1 TYP E B 2 TYPE B3- TYPE B4 TYPE B5 FIXED FIXED W/AWNING INSE=RT FIXED W./AWNING INSERT X 2: UNEQUAL WIDTH FIXED W./AWNING INSERT x 2 FIXED W./AWNING INSERT x 4 FIXED W/CASEMENT INSERT VARIES; SEE SCHED. VARIES; SEE SCHED, VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. VARIES; SEE SCHED. o w o _ _ = w VARIES; SEE SCHED. N N N o ui w w w w Ld _N N cw VARIES; SEE SCHED. Ld w w w > N w / o / Of Of Q Of Q w w cn > > > > U w Ld 2 N W U / [If/ \ Q V) w > w N TYPE C TYP E D TYPE E TYP E E TYPE GI TYPE G2- TYP E G3 CASEMENT AWNING CASEMENT W/AWNING FIXED ,FULL HEIGHT1 SLIDING DOOR SLIDING DOOR SLIDING DOOR INSERT SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. EQ. � EQ. EQ. � VARIES; SEE SCHED. VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. * EQ. * EQ. EQ. * EQ. EQ. EQ. EQ. EQ. JONATHAN SCHLOSS —C— TCT p 277 BROADWAY Ld = 13TH FLOOR (U C) NEW YORK, NEW YORK 10007 W w T 212 213 5546 N W F 212 202 7935 N LdILLI (!1 U U U w STRUCTURAL ENGINEER: j cn 0 Q W > SILMAN w N � W 32 OLD SLIP, 10TH FLOOR N N N NEW YORK, NEW YORK 10005 w W w T 212 620 7970 > > MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 TYPE G4 TYPE G5 TYPE G6 TYPE G7 TYPE G8 T 212 852 9855 SLIDING DOOR SLIDING WINDOWS SLIDING WINDOWS SLIDING WINDOWS SLIDING POCKET DOORS WITH SCREENS LANDSCAPE DESIGNER: SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 CIVIL ENGINEER: 16'-2 1/2" 9'-8 1/4" 9'-8 1/4" VARIES: SEE SCHED. L VARIES; SEE SCHED. JOHN CONDON PC EQ. EQ. 5'-0" 5 —5 1 4 3 5 —8 1 4 4 —0 4 —0 SEE SCHED. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 00 2T 631.298.1986 00 LIGHTING DESIGNER: / \ L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E NEW YORK, NY 10013 Q T 212 255 4463 WW \ Ld _ / _ U / \ \ - U w CO / (O W (r) / N CA Ld / O \ 6 W — W / 9'-0" TYPE G9 TYPE H 1 TYPE H2 TYPE H3 TYPE H4EQ EQ. EQ. SLIDING DOOR ALUM./GLASS TRANSOM & ALUM. ENTRANCE DOOR ALUM./GLASS ENTRANCE DOOR ALUM./GLASS ENTRANCE DOOR SEE SCHED. FOR DIMENSIONS 8c OPERABILITY SIDELITE W/SOLID WD DOOR W/TRANSOM & SIDELITES & SIDELITE ci j jz j Cci o ,r i Q' i Te - N zaoo yo °° OF N i w ISSUED FOR FILING 2023-11-10 WINDOW TYPES o Cl DRAWN BY: JSA Ld CHECKED BY: JS TYPE KDATE: NOVEMBER 10, 2023 TYPE SCALE: AS NOTED SKYLIGHT GARAGE DOOR WINDOW TYPES A�711 1 1/2" 1'-0'