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Home My WebLink About51970-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#: 51970 Date: 06/03/2025 Permission is hereby granted to: Learwin LLC 560 W 45th St #2313 New York, NY 10036 To: Demolish existing accessary structures and construct a new single-family dwelling with pool addition and HVAC system as applied for per SCHD approvals. Premises Located at: CR 48, Cutchogue, NY 11935 SCTM#84.-5-4.2 Pursuant to application dated 04/17/2025 and approved by the Building Inspector. To expire on 06/03/2027. Contractors: Required Inspections: Fees: DEMOLITION $698.00 Single Family Dwelling-NEW $6,423.50 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Single Family Dwelling-New $100.00 CO Swimming Pool $100.00 Total $7,621.50 Building Inspector �S, f TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 lit!ps://www.soutlioldtoAimy.gov Date Receive APPLICATION FOR BUILDING PERMIT For Office Use Only �1 PERMIT NO.S 1 I I_ Building Inspector., liy e0%, O 0 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ! Owners Authorization form(Page 2)shall be completed. Date: .4. ) Z. 5� OWNER(S)OF PROPERTY: Name:Joseph Leary SUM#1000-84-05-4.2 Project Address:5000 Bridge Lane, Cutchogue, NY 11935 Cle- {$ C K� K Phone#:732.397.3247 Email:josephfleary@gmail.com Mailing Address: 720 Clinton Street Apt 409, Hoboken, NJ 07030 CONTACT PERSON: Name:James Curtiss Mailing Address:1527 Franklin Avenue- Suite 306, Mineola, N.Y. 11501 Phone#:516.833.0283 Email:jcurtissarch@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:James Curtiss AIA Mailing Address:1527 Franklin Avenue, Mineola, N.Y. 11501 Phone#:516.833.0283 Email:jcurtissarch@gmail.com CONTRACTOR INFORMATION: Name:Built by Beer Mailing Address:69 Roslyn Road, Roslyn Heights, NY 11577 Phone#:516.625.0025 Email:robert@builtbybeer.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $oo,00v Qo Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A_C this property? ®.Yes ❑No IF YES,PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drabmige 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 applimble Laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildktg(s)for necessary inspections.False statements made herein are i punishable as a Class A misdemeanor pursuant to Section 2]OAS of the New York State Penal Law. Application Submitted By(psi t name):James Curtiss N'Authorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Nassau ) James Curtiss being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect 'I �, e (Contractor,4gent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith Sworn before me this day of 1\(��1 1 .20z5- Notary Public FELICIA JO 113,Aq Notary Public-State PROPERTY OWNEELAUTHORIZATION NO.OIJ06203816 Qualified in Nassa (Where the applicant is not the owner) ply cornrAistr in xp4r s in lop N Joseph Leary residing at 720 Clinton Street Apt 409, Hoboken, NJ 07030 I, d ereby authorize James Curtiss to apply on my bRhalf to the Town of So old Building Department for approval as described herein. O ner's Signa re Date J e- Leacz Print Owner's Name 2 VIV so ELECTRIC 585 Bicycle Path,Suite 20 Port Jefferson Station,NY 11776 E:pagsonsllc@gmail.com T:631-403-4049 June 3,2025 Re:5000 Bridge Ln, Cutchogue,NY 11935 To Whom It May Concern, The property is equipped with a 400-amp electrical service mounted on an H-frame located away from the structures that are going to be demoed. The only power located on the premise is a 100 amp sub panel that feeds the well pump for the vineyard.All other power is located on the H Frame. This information is being provided for your records and any inspections,permitting,or compliance purposes required by the Town of Southold Building Department. Should you have any questions or need further clarification,please feel free to contact me at [516-592-3791]or[pagsonsllc@gmail.com]. Sincerely, Paul Galli [President/PAG&SONS ELECTRIC] Town Hall Annex r Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 ae Southold, NY 11971-0959 � 4911 d VIA BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRU! S TYPE CONSTRUCTIOM PRE-ENCINEERFC WOOD CONSTR CTIO ' ANDIOR TIMBER CONSTRUCTION Date: April 3, 2025 — ..... Owner: Joseph Leary _....... ._._. ._ .�._... .. .....�.. ... m ..... . Location of Property: _...... ^ 50001 ridge Lane, Cutchogue„ . Please take notice that the (check applicable line): X New commercial or residential structure �_........__ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (M) Timber construction (TC) in the following locabon(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) LA� 4ro�v Signature: .... ..._ .. ..._:.._ m _ _ .. . .. .. _ .N_. A. .y Name (person submitting this form): .. IT. Anthony,Tarantinom mmmm Capacity(check applicable line): Owner Owner representative TnissReg15.docx Effective 1/1/2015 C�J( Generated by REScheck- eb Software Compliance Certificates Project 5000 Bridge Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 8,244 ft2 Glazing Area 30% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 5000 Bridge Lane Joseph Leary James Curtiss Architecture PLLC Cutchogue, NY 11935 josephfleary@gmail.com 1527 Franklin Ave Mineola, NY 11501 516-833-0283 jcurtissarch@gmail.com Compliance: 4.7%Better Than Code Maximum UA: 1475 Your UA: 1405 Maximum SHGC: 0.40 Your SHGC: 0.30 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. 91a b-aura-gra de tradeoffs are no Ilauruger co nsklered 'oin illue UA oir peirF"ouirnia nce corirarulGus:uomuce Iuahh un lRl:Sclhea:lk [::ach slkR)-oin-grade asserirWy in the specified chrinnaate zone must irrneet Uhie miinili riiuuirrn nain irnly(!:ode iiru°ryu.aQaflon II'nu.wrnnlhAe annual depth irr•^qOrern7a nts Envel0 I"bli i Ceiling: Flat Ceilingor Scissor Truss 519 30.0 0.0 0.035 0.026 18 ` 13 Ceiling-Hot Roof: Cathedral Ceiling 6,787 30.0 0.0 0.034 0.026 231 176 Wall: Wood Frame, 16"D.C. 5,811 27.0 0.0 0.051 0.060 196 231 Door 1: Solid Door(under 50%glazing) 151 0.200 0.320 30 48 Door 1: Glass Door(over 50%glazing) 351 0.300 0.320 105 112 SHGC:0.30 Window:Vinyl Frame 1,458 0.300 0.320 437 467 SHGC: 0.30 Wall 1: Wood Frame, 16" D.C. 417 27.0 0.0 0.051 0.060 20 24 Door: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 1 of10 � 1 - Wall 2: Solid Concrete or Masonry 437 14.0 0.0 0.080 0.087 23 25 Door 1: Glass Door(over 50%glazing) 153 0.300 0.320 46 49 SHGC: 0.30 Floor: Slab-On-Grade (Unheated) Insulation depth: 2.0' 90 10.0 0.700 0.700 0 0 Insulation position: Horizontal Insulation Basement Wall: Solid Concrete or Masonry Wall height: 11.5' 5,210 14.0 0.0 0.054 0.059 278 304 Depth below grade: 9.5' Insulation depth: 11.5' Window: Vinyl Frame 60 0.300 0.320 18 19 SHGC: 0.30 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. .- 3/5/2025 Name-Titre Signature V Date Project Title:5000 Bridge Lane Report date: 03/05/25 Data filename: Page 2 of10 REScheck Software VersionREScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-Inspection/Pla��..� �� Pla Value � Fiel V lue�Verified� Complies? Comments/Assumptions. Section ....... � _ _� ........ W Req ID .............v........ ........_. &....._... n Review 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal []Not Applicable envelope represented on construction documents. _ . ...... . . ... ...M„ _. .... _,. ................. 103.1, Construction drawings and [ Complies Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ,,,,� Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 402.1, sized per co Manual S based is Btu/hr Btu/hr ❑p�� ......_.m__a_.... �.. Heating g equipment g. g: _ r�rrnlalies Requirement will be met. p oes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: []Not Observable V Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 nigh Impact(Tier 1) 2 Medium lmpact(Tier 2) 3 Low impact(Tier 3) Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 3 of10 Section Plans Verlfled Fleld Verlfled p p Comments/Assumptions & Req ID Value..... Value ....._ �. #��Foundation Inspection Complies? 402.1.2 Slab edge insulation R-value. R- R- ❑Complies see the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable ...._ _.._._.. —.... . ._. ..... .�........ ......._ 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable -. ..........._ ... .-....... � _ 402.1 1 Conditioned basement wall R- R- ❑Complies see the Envelope Assemblies [FO4]1 insulation 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 in Climate Zone 3. 303.2 Conditioned basement wall ❑Compli � _._..... ...._................__.. es Requirement will be met. [FO5]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 [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable _ p_. ..... g i t ❑Complies........— _Requirement will be 303.2.1 A protective covering s installed� met. [F011]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in.below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies Requirement will be met. [FO12]2 controls installed. []Does Not a; - ❑Not Observable []Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1.., ) 2 .Medium Irnpact(Tier 2) 3 'Low Impact(Tier 3) Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 4 of10 . Section Plans Verified Field Verified Fraing Value..._ Value_. ......w._ _ ' 02R1.1'D DoomU-factoough In Insr. pectionComplies.U- U- OCompliesComments�AssumPtlons See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Nat Applicable 402.1.1, Glazing U-factor(area-weighted U- _ _ U- OComplies tSee able the Envel o Assemblies Envelope Assem µ or 402.3.1, average). ❑Does Not 402.3.3, ❑Not Observable 1402.402.5 1 ❑Not Applicable [FR4] _ are determined in accordance m,.. ........ ....._...m...._.. ElD___.... li _._._...e _.. ..._. 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. 1 oes Not with the NFRC test procedure or „ taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable _ 402.4.3 Fenestration that is not site built. ........_......... ._.. ,._.._.,__ ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. __ _ 402.4.5 IC-rated recessed lighting fixtures []Complies Require ... _......_.._._ Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3. insulated>return where duct attics _ ❑Does Not - building t eon:Ducts located 403.3 1 Supply and return ducts in attics []Com lies Exception: 1 inside the > 3 inches in diameter and > elope. ❑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 ..._. .._ _.... .ElComplies Requirement will be _m ._..._.._.. .___. � ..._�.. met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as []Not Applicable applicable. ......._._.. _ _ _ ,..__ . ........... ...... �. _._.._.__.... _........._...- 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable []Not Applicable 403.4 ......,.HVAC piping conveying i m .� �. ying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids ❑Does Not below 55 4F are insulated to>R- ❑3 Not Observable ❑Not Applicable 4.1. Protection of insulation on HVAC _❑Complies Requirement will be m " W�...� 403. et. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable [FR18] _R 3. __..... 'pip", P p",e- . : ..... .... ... ........ []Does ....v�. .t will b _ 403��5.3 Hot water i es are m sulated to R- R ®Com lies Requirement will be met. zNot e ❑Not Observable ❑Not Applicable 1 Hkgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) ._. ._...._.......... _.. ..W .... __.. Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 5 of10 :Sectionplans Verlfled Field Verified_eq ID Framing Rough-in Inspection Value Value Complies? Comments/Assumptions 403.6 Auto matic or gravity dampers are ❑Complies Requirement will be met. [FR19)2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: High Im IT I p Tier 1) _ 2 Medium impact(Tier 2) 3�Low Impact(Tier 3) _. � 1 act Project Title:5000 Bridge Lane Report date: 03/05/25 Data filename: Page 6 of10 5e 'tion Plans Verlfied� Field Verified p Ions p Insulation Inspection Value Value complies? Requirement�'w will meta 303.1 All installed insulation is labeled [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable s v _.W.p �.._ .....,_. ..... -...�.. .. ....�, 402.1.1, Wall insulation R-value..,.,..�If this is a R- R ❑Co p See the Envelope Assemblies 402.2.5, mass wall with at least h ❑of the Wood ❑ ❑Does Not t table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable requirement applies (FR10). .. a ..m. ._.. _ ........ �... _. ........... ._ _ ..�__. -_ 303.2 Wall insulation is installed per ❑Complies Requirement will a met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: r 1) 2 Medium Im act(Tier 2) 3 1 High Impact(Tie _mp Low Impact(Tier 3) Project Title: 5000 Bridge Lane Report date: 0 /05/25 Data filename: Section Final Inspection Provisions Plans Value ifledF�el Value fied Complies Comments/Assumptions & Re4 ID ......_.. 402 �� _ �... ......... . .. —__... __.. ..._ .._......n ........... am 1 1, Ceiling insulation R-value. R- R ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, Steel ❑ Steel ❑ 402.2.E ❑ Not Observable [FI111 ❑Not Applicable 303.2�303.1.1.1, manufacturer's insulation instructions.st�.._W..... e _ _.... _._ Ceiling ' ' stalled per ❑C�omplies Requirement will be met. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable I402.2.3 Vented attics with air permeable ❑Complies Exception Requirement irement is [FI22]2 insulation include baffle adjacent ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI311 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. [F11711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are press�mure tested to cf_ ......_..--..._�......_, ____.__ �_... ........._ m/100 _cfm/100 ❑Complies Exception:All ducts and air [F12711 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g,across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. [14]1 Duct ft2 across the system or ft2 tightness test result of<=4 �m/100 ft2 cfm/100 ® pDoes Not handlers are lol ducts and cated ated within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 463.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [17I2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable __ .... ._................ ........._...... _... 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable �03.1.2 Heat up thermostat .�............_.n ._. .....❑Com lies ...pump p Requirement will be met. I10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable o .. . ..... ... , u.r� .. w,-- ................__. 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable g p - ,... Low Impact(Tier 3) 1 Hi h Im act(Tier 1) � 2 ;,Medium Impact(Tier 2) � --�IT Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 8 of10 -7 —Section T Plati�'s Verified F ei�Vritled pti ons Final Insn Provisions Val Value Comomments/Assum & R cl,.ID pectio plies? C _ e ............................ 403.6.1 All mechanical ventilation system OComplies Requirement will be met. [F125]2 fans not part of tested and listed E]Does Not HVAC equipment meet efficacy E]Not Observable and air flow limits per Table R403.6.1. E]Not Applicable 403.2 Hot water boilers supplying heat OComplies Requirement will be met. [F126]2 through one-or two-pipe heating E]Does Not systems have outdoor setback []Not Observable control to lower boiler water temperature based on outdoor E]Not Applicable temperature. .................._...... .1.1 Heated water circulation systems DCompli es Requirement will be met. have a circulation pump.The E]Does Not system return pipe is a dedicated E]Not Observable return pipe or a cold water supply E]Not Applicable pipe.Gravity and thermos- 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. ........... _403.51.1121-11111, Electric heat trace systems ocomplies, Requirement will be met. [F129]2 comply with IEEE 515.1 or UL E]Does Not 515.Controls automatically E]Not Observable adjust the energy input to the ONot Applicable heat tracing to maintain the desired water temperature in the piping. 403.5.2 Demand recirculation water nCompl t will be met. [ 1302 have c :ies Requirement systems e controls that E]Do ............. ............. ................................................... es Not........ manage operation of the pump and limit the temperature of the E]Not Observable water entering the cold water E]Not Applicable piping to<= 104°F. 403.5.4 Drain water heat recovery units [ Complies Requirement will be met. [F13 1]2 tested in accordance with CSA E]Does Not B55.1.Potable water-side []Not Observable pressure loss of drain water heat E]Not Applicable recovery units<3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. .................. 404.1. 90%or more of permanent ElComplies Requirement will be met. (F1613 fixtures have high efficacy lamps. E]Does Not E]Not Observable E]Not Applicable 404.1.1 Fuel gas lighting systems have OC�omplies Requirement will be met. [F123 13 no continuous pilot light. E]Does Not E]Not Observable E]Not Applicable .................. ......... 401.3 Compliance certificate posted. ElComplies Requirement will be met. [F17]2 0Does Not []Not Observable E1Not,Applicable I I High Impact(Tier 1) ]",2 IMedium Impact�Tier 2)� 3 Low lm�pi�ct(�(Tier�31 Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 9 of 10 section ,,,, so� a fled F Final Value Value lel Verified _ CPl .. ........ pes3 /w..I.., m ptl_n.sl ..... p6Re ID . ........... 303.3 Manufacturermanuals for ❑Complies Requirement be met [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Low Impact(Tier 3) �1 High Impact(Tier 1)�2 Medium Impact(Tier 2) 3 _v Project Title: 5000 Bridge Lane Report date: 03/05/25 Data filename: Page 10 of10 CertificateEffidency Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 10.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Ing IN ism Heating System: Cooling Systems Water Heater: Name: Date: Comments 30� Scott A. Russell su c� sTcO�][ 2m[WA�C']E][L SUPERVISOR MA\,N A�G]EM]ENT w SOUTHOLD TOWN HALL-P.O.Sox 1179 t"� °' 53095 Main Road-SOUTHOLD,NEW YORK 11971 - Town Of Southold CHAPTER 236 STORRMWA TER MANAGEMENT REFERRAL FORM (.APPLICANT _.�__.mm .�� ,.�m. .... .__...�......W .��._�..._.� , INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ^ ro O Desl n Pro1`e al, Agent, Contracto r, Other) APPLICANT. (Property ywner, Date: NAME; awl ✓�iSJ 4. J 2 S� Contact Information: er r. r� M-0r, � " _ - IL'-Mail&l elePhnne Number) ...�—...,,.,m,„..�.,,...mm. a Property Address / Location of Construction Site: Do S S.C.T.M. # 1000 ...,. �._.�.,�..� __.... ....... District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than 1 Acre. to S.I'.D. -S. Pe'i"nit is Rt' grid"ed I n Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Ike Hired lI Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a.S.RDTL.S- Permit DIRECTLY From N.Y.S. D E.0 Prior to Issuance of a Buildin P'errnit. ® - Area of Disturbance is Greater than I Acre& Storm-�vater Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MtJS"I'OBTAIN a S.P.D.E.S. Permit throw h the Southold Town Eno`rt�eer)r De arCrned t Print" to Issuance of a BW1dir'r"& Perrnit.a r �"� Date: Reviewed By: �nR r`n evirp I-nc n'r hP1-9n l a H 07 x o a,h �WZ4 CD 019 q 0 o o o o00ofl o 0� 2 010 „�" N N Y N N 'o .. = 4:T Y Y W o O� IJ "� � fJ 41 LI S 0� '. 1nn�. N TT� W W u 7 r a o'. 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SECTIONS i ! : : 1�1 ��j : : Ir"Il , ; ; ; Date: 4.15.25 I ��1, I I ;F.' .: i � i . �"I I - 'Nr. g1'1, . ,,r , , I", '. - : -;A. i , , -- I - - � 11 .:..%..-.,- . M� " ; , i I I , =A 1111��,,�;r + , . , . '-'f 1, : Project No: 24.010 C __ __-�...... ............. ................ ............. I . 1i .:..',. I —---- I 1-1 i;;;r , 1�1;,,Z� I"'i�" : ", ,_111111111.111"""". I 71,1111....I........., , - ,,, "I "A I, , - J........""" .� = '' "," " 1� , �? .....-... �......�\ .. . I I— . N_ ,,;,,, , . ........I.,...... ....S . :., : ;-L I � I .. - , 'i : : I . : I : . �+ ., �I I.' I ,. �, _- .1 1_11 -.4 I � 1; - : : : , . I I � + .. - . - I , � -, . 1� . 1� I : N *. I............... ........I...... .............. ............... .......... I , � I I I I : Scale: AS NOTED V, '�......\�............... - - - : . .......SV .r i : ; ; : . : : : I i I i ; ! : i : : : I : I Drawn By: Jc i . : . i : ; I I Dwg. Title: : I i I i 0.1 ; : 11 6-21" 1 ; 17, 27'-8" \ ; ; ; 30'-0-4"' -421, I 25, ! 1 2 Lf � 4 -411, i I ,I I 01,i I - it �t k it �a ;� 4 IF, 11. � ; : : I 1,_ 'Ll-_-K ; ! vi-i-_7 av : : i 121'-4" I / � BASEMENT I �F. NOTE: NOTE: I 1. INTERIOR DIMENSIONS ARE FROM FINISH-TO-FINISH FOR CLEAR OPENINGS. SEE WALL TYPES ON A-004 FOR WALL COMPOSITION. SEE STRUCTURAL DRAWINGS PREPARED BY REILLY-TARANTINO FOR ALL: PLAN 2. ALL STRUCTURAL FRAMING INFORMATION AS PER STRUCTURAL ENGINEERING DRAWINGS,PREPARED BY REILLY-TARANTINO. 1. FOUNDATION WALL&FOOTING THICKNESS,COMPOSITION,AND REINFORCING 3. FOR ANY DISCREPANCIES IN THE STRUCTURAL DRAWINGS OR IN THE FIELD,CONTACT REILLY TARANTINO,P.E.FOR CLARIFICATION. 2. SLAB THICKNESS,COMPOSITION,AND REINFORCING. "I " 1 I .,,,,",,,,, 4. SEE A-002.00 FOR ALL GENERAL PROJECT VOTES and SMOKE AND CARBON DETECTOR NOTES. 3. FLOOR JOISTS "I - 5. ALL FINISHES, INCLUDING WALLS,FLOOR AND ELECTRICAL FIXTURES AS PER OWNER. 4. ADDITIONAL STRUCTURAL DETAILS AND CONNECTIONS 11 1 1 Dwg. No.: 6. WALL TYPES ON A-004 . I — " 1 7. STAIR AND RAILING(GUARDS)INFORMATION ON A-002.00 A-200 8. ROOM S TO HAVE�,'3"TYPE'X'GYP.BD. FINISH,SEAL ALL JOINTS,AND FIREPROOF ALL OPENINGS I PENETRATIONS ARE: 8.1. MECHANICAL ROOMS in AMb,i, AW& AM& � 8.2. GARAGE N% 8.3. GARAGE STORAGE I VA In a _� /M%M U I 111111 V'" U � � I 1 1 - �I 11 �� , I , - ""',-,ii"",,��,,,, . 1,1 ,,,,�,,,",,,�, I "w I 1 1 BASEMENT & FOUNDATION PLAN SCALE:Y4"= 1'-0" Page: 05 OF 27 . 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HEAD " - , ;� I , .. .�, .�' : _-.-1-.c I -, ,."i"'11", N i i i i I'll, I I I % - .. , �; -, I ;, ,,, � I I� .�, �, I .. i _________------_-, V_ ... . M .. I I . . I I i ....: FIRST FLOO I I I I _1____6 R __j!t I -L4 I I.1 _` . . i . . ; : I ' Landscape Architect: � t ! � I ; . I i I `-""'-1"i�; CEILING -I j I ! 1 1 _J 1 . . I I \411 - WINDOW HEAD L i-z , k, . . I I I LLL -X. - - - - ____M�� - . - i I I I it ,, I I I � ; it I I I � I ; � . . ; I I . ,1� I 'ill- ____ .,_1 A�� _1, ; L____ ---------------------�------- Dubner Landscaping and Construction � :i_,;T � I . . -------_1 0 _---____ . \ . . i I : 0 i I I I I __ - I . . I----- I = - _1_'__1___*.'.____�_-4 I - ------ �- " .. 505 Grand Street I . � : � : ; : i ! 1 ,,,,,, , 1 1 ! . � --------------- - ---",- - -_ -_ -,-,----------"- - iLz____:_,, WIN. HEAD;: : I � � t ; 11�1 HORIZONTAL CABLE RAILS t I � - , t t 4iitiI "L , I -1 i�-,::'1 9 I . . I _,, :X4 \ . . i i, LO i I = �__ ! i � ALL GUARDS AND RAILINGS TO %�_ - - I , I I ,��;�. -__ . . � . . 7 t -3- 11.........t�t,1-------L , I j Westbury, N.Y. 11590 I-,Ir, ;;iii:;;;5:7�;;ir_ \ I I - - I . . i ; i 1_� . � - _L1...i \ I I I I___ - // 0_ o - I....I'll - .i, - 1 I � ; "I'LL 4-" -, , i I i i I . 0 I I � j � t / 1 40- -Li 1 I i 9 I'll i I I = I FOLLOW GENERAL NOTE A-002.00 1, . -----I.......I _. - , I , I 631.777.1800 M ;.__'=L;7----i;i�_ \ I I I . . I . . I j I U 1 - I . , i ; I I I . . . : I ____ ...I.......r�� `: = : ; I �,1, I C? b / I I i I I """ - : . . I . \ ,:_:t:1,;;;;;1i, ,z:f__;,;1------1-i U 1 I I,- i i I , �,i =tii � I . : I , ! I 0) , . i I . I - . . 11-11--j- 0 1 I I F_ . ; �. / , I - ; I . I --------_'i I ---1 1 1 I 1 11.10--I o I \ __ zit It- I 77t=L77=�___----ttz I I t I Energy Consultant: / i I 31 - I i I = . : , "?, ;i I . . I . . 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AM,, ^ AF U Iff a r", I I Awn "k I I %JOU00 V *�r 11 � . 6 � ; : "_� I I � ,Z==L- I i . � Page: 10 OF 27 . � Architect: CURTISS ARCHITECTURE PLLC James Curtiss' AIA 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 L.] L.L:: I oJz::: I ilz] .............. j !11 —1__ 1_1:1—i,_1.1 ;..L.pxL L —1,'i—1.1 Lxl e 11spsamall. LL 1 L =12 I T.IT 518.833.0283 .i: FT T f'"'T ..........T Ji i 1"' T 'f................ i--T 'I T 1,�_T J, J 1-:_ ----- .... ...... J E.1 ....-laa..., jcuftissarch@gmail.com -:A JI.- I I JI 1, E ..........11_1_ J www.cuftissad.com l—"I I":�::Ixxl _Lol t 1 .......... 1 ............. .......; J i i Jiiiili;tk1,1-.111 i.Jrzo 4_1 I T J.......................... --- ... ....... Owner: -f T -1 if .......... J SEE A-400 DRAWINGS, 1. FOR ALL EXTERIOR WALL AND ROOF COMPOSITION, 1 T _J 11......... 71...........(Jil NOTES: IL,_1-—1—A A_I ly. I.— I'LL ............ .......... oseph Leary 2. REFER TO STRUCUTRAL DRAWINGS PERFORMED BY .. ...L... .. 5000 Bridge Lane L L-1,1— i I REILLY TARANTINO STRUCTURAL ENGINEERS FOR f if 1 _11,i _11 L 1-J-1-1 I L A.-I 1 1 1 Cutchogue, NY 11935 ALL STRUCTURAL INFORMATION. A i..4 J........ J__1 A_ i I L L i J_J _1 J I U11", i J I i 111". 1, 1 t ............ if i 3. STRUCTURAL INFORMATION ON THESE DRAWINGS Jilt J .......... it if ARE FOR GRAPHICAL PURPOSES ONLY. Structural Engineer: 1 L 1 11 11 J I J. 1-1. 1 .11- 1 1 .......... ........ 1.1 1.A 1 1........I Reilly Tarantino Engineering J 1 L'i JJ I.-J 1 -.1 1 1000 Park Blvd. ............ _I----—----- 1] 11 1. i.111. 1,—t-, t J 1 1 t. -�J J I J Suite#209 t Lit J..........t 1 1, I J Ili—I 1-1-1 1 14 ...... ..... ittlL J tewlss-11 Massapequa Park, NY 11762 if L ......... 1 1 _1 L-1 _J_..ii.i1J_1 I...... 1::T] 1A Al _1 I. ...... ...... 631.724.7888 ........... .. ........ Site Engineer: -.........I ........ .. .. ............ >15' -0" Joseph Fischetti T, J J 7 i ; W 1725 Hobart Road if if .............. —----- ------------------------------------------------------------------------- ........... Southold, N.Y. 11971 631.765.2954 .................................................................................................... till ............................................... _A�,;_11- ----- Landscape Architect: ............................. 'X 9 Dubner Landscaping and Construction T ............ =70111111:71 .11- EL 5 1 if ill 1 i if GARAGE CLG 05 Grand Street TAT @ 16"O.C.CLG.JSTS. Westbury, N.Y. 11590 ..........-------- i i i if i -1-A I 631.777.1800 T MILN Energy Consultant: bo*_ T""i 11-7 Home Energy Solutions I]T7. 1: 187 East Main Street ...................................... ------ A7. Lbi C? W., j Llt-_ Huntington, NY 11743 if 631.673.0664 J L-1. i-1,11-1]Je MDRM ------- gdlamay3@gmail.com -------------------- ---------------------- ---------- ---------------------------_------------ TO,SLAB +51,5 GARAGE- STORAGE 2 -GARAGE +51.5' Z Iz f .......... p, F, ....... g P �7 +51 6 �W W.. M L _J L —1 L J L I BASEMENT SLAB 1 17 1 -1 F_ -1 D.O.B. FILE SET STAMPED BELOW BY I ARCHITECT AND STAMPED APPROVED BY THE TOWN OF SOUTHOLD BUILDING DEPARTMENT IS THE SET TO BUILD FROM AND ORDER MATERIALS FROM Seal: BUILDING SECTION SCALE:Y4" 1'4' ,i0l� 'i'mi-itZ �IJ- 1 1 t [Jell 1-J"I 0311 .4 , ; ; i -_":.�. ",".i.11",r I j_�rl_i_ I—Ld 11 ............ III.th—I �411_ LJ41 .1,j-iJ. j 't ".:j Z" ..........,, 7`_1 _:-rrr t 7 Ll i i I ....... ......— T, L J J ;iJ_I-J, j LJJi,L-J .......... ............. .................... ............... if ",�:!"'la al- J ,J L_ f 41� U L ------------4. J" IJ JJ...... J J,�'. 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[J_i] 1 1 Li 1 1 1 `L,:`�_ let r...... r%r ........... .............. tJ - ------------- . .............. T 4.444-ltr�1 ....... ... -. .... ------- Ll _1......... i i if 4 5000 IDGE LANE FIRST FLOOR -i"'I"], " "I', I J -1--J_L_i if i :i ; f, ; . : i ---------- ---------------111 -I---- a - �V��V�R�� 1-11-------------------- ------- ........... ........... -6" +53' ...........I'll hA 7 2 '7Z __1 .......................... C? VA ............................ . .........- .7 Date: 4.15.25 ................................................. ................................................... /k Project No: 24.010 Scale Drawn B Jc y Dwg. Title: ww� ...........�: 17Z �X ppip -------------- -------------- ----------- ELEVATION & 10" W7',"1 A SECTION - - - - - - - - - - - Dwg. No.: 21 BUILDING SECTION -- - - - - - - - - - - - - - -J SCALE:Y4" l'—O" AM, Adlb� A &-'% 1 N Ell 0 n Page: 11 OF 27 __ - - I I . � - - 1 __ __ - - . . Architect: . - . . CURTISS ARCHITECTURE PLLC . James Curtiss, AIA 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 1 518.833.0283 - jcu�issarch@gmail.com www.cuftissad.com - - - - _ - - - - - - - - - - - - - - - - - - - T_ __F - - - - - - - - - - - - - - - Owner: I I Joseph Leary - --T---- i 1 5000 Bridge Lane :1 V ......"I''.., ...... ..... ... .... .. .. ... '....., ..... .1... . I........-----------I---------_---�........._1...1111.......1-11 -----.111...........................................��.,�'o.��..��.�o�----.,--�--��.........................................................................�---�...�......----....... ...... ......... 10---I'll,......I—..........11......I——.........................I.,...........�................... . ......... �..........� � 0 0 � � � . .. Cutchogue, NY 11935 . 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Page: 13 OF 27 Architect: ------------- ----------- --- ------------- ........ ---------- ...... ....----------- ............ ...... -------- ---------- --------- ------ ------------ ROOF CONSTRUCTION1 I :EMBRA 'EPDM ROOF M: NE, FULLY ADHERED:OVER L ------------ _L_�, CURTISS ARCHITECTURE PLLC ------------- .7 tGH-DEN31T.-.YT�ROTE'CTIDr\tBD'� U '.'A0-H2,RED-0N---`..... 2 T t ILY 2"TAPER�D RIOID IN.8ULA1rION ON James Curtiss, AIA X - '-ADF--,' ------------------ GR PLYWOOD-ON --------t I I A_----------- ........... ----------- Ste. 306 1527 Franklin Avenue R610F RAFTIERSI[SEE S1RUC1URAL DRAWINGS :1 W/ Mineola, N.Y. 11501 CLOSSID-CEL11-SPRAY FOAM INSULATION ROOF CONSTRUCTION: .......... HIGH-DENSITY PROTECTIC N BID,FULLY ADHERED ON -- -------- ...... ------------ ........... ----------------------- ---------- ........................... - ------ ........................-—---- ------- ------- ---------------- .......... ............. 7 EPDM ROOF MEMBRANE, FULLY ADHERED OVER ---------- ....... ITS. ------------ ............ ................._J 518.833.0283 2"TAPERED RIGID INSULATION ON ---------------------------- --_-----_----------------................................................--------_---_--------------- ------------- ------------- ...... .......... jcuftissarch@gmail.com :-'XT.GRADE PLYWOOD ON ROOF RAFTERS[SEE STRUCTURAL DRAWINGS]W1 www.cu�issad.com CLOSED-CELL SPRAY FOAM INSULATION ..................__4 ............................................ ................. ---------------- ................ V8"GYP.BID. INT.FINISH Owner: .......... .......... ----------.... ............ --------------............................ —--------- ---—------------.....................------------------- -—--------- ........... Joseph Leary 12 12 5000 Bridge Lane .................. ............... .............. ...... ...............------_------------- .......... ................ ................ ................ ......... ............ .............. ..................... A ...................- ............................ .............. .............. --------- ........... -------------- .-T ----L-T 12 Cutchogue, NY 11935 .......... -------............. ---------- 12 =,77- Y4 IN 77=! T: -4 1 44 N . . . . . . . . . . ....... . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ............. --—---------�_Oi_-- . ... . 1 11.1 .... . . ___, L; - - - -- --- ------- ---- --- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... . .........-_------------ . . . . . . . . .. . . . . . . .................... ................... ........... . . . . ... ei y aran no ngineering J I . . . . . . . .. . . . . .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................------- ....... -------------------------------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I . . . . 1 1 it 1 COMPOSITE ALUMINUM PANELS M ....... . . . . . . it; -------------------------------- ------------------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . ....1.1...I .. i I! - if . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Suite#209 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BLUESKIN"AIR VAPOR BARRIER ON! 1000 Park Blvd. _v�EXT_'1.GRADETLY_W0O 0 P Massapequa Park, NY 11762 COMPOSITE ALUMINUM ANELSO ................................. BLUESKIN AIR/�VAPOR BARRIER ON ------------- 631.724.7888 Y8"EXIT.GRADE111PLYWOOD . . ... ... -------------- .................................... .......... ------------ ................._------------ .............. ................ - --------r .............. ........... .......... . ........... Site Engineer: —---------- -------------- Joseph Fischetti ............... .......... 1725 Hobart Road i ......------- . ............. ................ ........... ................ .............. .......... Southold, N.Y. 11971 631.765.2954 --- ....... .............................. Landscape Architect: ................... ............... .................................. .........--__--- --------------- ................ ............ -—----- ............ ........................... ----------- Dubner Landscaping and Construction 1 505 Grand Street ; ; i :; : ............ ..........--__---------------- .................................. ................ ........... ............................ ................................. ................ ................ ............. ------------ ..................................... .................. ------------------- ............................. .............. ----------- 631.777.1800 Westbury, N.Y. 11590 .......... ...........r ............. .................... ...... ............. ........... ................... ............... .............................. ............. ................ ............. .....--__-....... -------- Energy Consultant: Home Energy Solutions ------------------- ---------- 187 East Main Street ............. ........... --------------- ........................ ......... .......---------- --__-_-----------........... ......... ...... ------------- ..............--- .......... ............... ........................................ ................- ....... ............. ................... .......... ........... --- .............. ................. ........... Huntington, NY 11743 631.673.0664 --------------- T............----T ............................. gdlamay3@gmail.com --------- .................. ........ ........... - - ----------- .................. ------------- ... -—--------- i.......... ...................... --------------- ............... ------ ----------........... -----------.................... i4 ......... ---- T ----------- ........... ................... ............. .................. .............. ------ ............ ...... ............. ........ -----------........ ............... ............... ........................ ........ .......... ------------- ---------- ............ ---- ................. ----------- -----------................. -- ................... .................... ............. ------------- ................ ..................- --- ------- ------------..... .................T------------------ -------...................... ............... ...........- ............................. ------------ ---------- ............. ............ -------------.................. ............... .......... ---------------- --------------------------- ............. .... . ------ ................. ................. ... ............................. ........... ------------ ---------........ --------_- ----------------------......... --------..... ............................... ...... ............ .................................. ........................... .........._--_----- ........ ............... ........ - --_--- .......... - --------- ............ ------------- ............I ............. ----------------------------- ------------------------------ ............ ........ ... .......... ........... ............... ...... ..... ------------------ ......................... ..............------------------ ......... -------------T----------------- ............. ------------------- ....... ....... ----------- D.O.B. FILE SET STAMPED BELOW BY ARCHITECT AND STAMPED APPROVED BY .........................----_- ............................. ........... ........... ...... ...................-------- .......................:. ...................: ------ ....... .......... ................................... ...............................--------------------- --------------------- ----- ---------- THE TOWN OF SOUTHOLD BUILDING ........................ DEPARTMENT IS THE SET TO BUILD FROM AND ORDER MATERIALS FROM ----------- -----------........... ------------ ------------ .......... ------ .................... ............... ----------- .......... ........... __-----_------------- ............... ............... 7---------- Seal: .......... ........... ...................................................... .................. ............ ------ ............. .............. ------------ .....-------- T--------------- ............... ............ .............. - ------------- ............. ............... _------------------ ---------------- T--T- .............------------------- ............. -------------------------- -- -------- ------------------------- ..............-------- ---------- ---- .............................. _-_------------ ................ ..................... .......... ------- ............... ........................ ...................... ................................. ------------ D ----_----------- ------------- T..... ....... ................. ----------—-------------------------- ............ .... ........ ........... .............................. -------- -------if..........----........ --------- ................... . ..........---------------- ............. .. ------- - - I ..........it..........-------------------- ................ ..... .......... ...........----------- ----------------------- .... .................. ------------ --- ---------------- 0. R-30 BATT INSULATION IN FLOOR ............. ............................ ------------------- ................. ------------- CLOSED-CELL SPRAY FOAM INSULATION ... ............. .........-- -------------- <: ---------------------- < ................................. ----- ........... ......................--------_---- < .............. <------_--_ ------------ ....................... ....................... .............................. --------------............-------__-_--- ...........I y ---------- ........................ No. Date Submission Revisions .................. ...................................... ............... 9.20.24 FILED FOR ZONING REVIEW .. ........ 4.15.25 D.O.B. FILE SET FOR PERMIT ............ ............. ........................ .......... < ------................... ... </>/ ------------- ----------------------- --------------------- ..... ....... ---------------- .............. > ------- ..........----- ---------------- > /> --............... ........ -------- ------------ --------------------- Project Address: <1 > f -----------------.......... P,T.WOOD STUDS FLAT @ 16"O.C.W/ ------------------- CLOSED-CELL SPRAY FOAM INSULATION 'RIDGE LANE Y8 GPY.BD.FINISH 5000 " --------------------------- Y> POURED CONCRETE FOUNDATION WALL ---------------------- AS PER STRUCTURAL DRAWINGS ----------------- < ------ 2"RIGID INSULATION NEW YORK 11935 -------------------............ ------------ CONTINUOUS WATERPROOFING F, -------------...... Date: 4.15.25 ---------------------------- .......... ............. Scale: AS NOTED Project No: 24.010 ................ Drawn By: JC <1 t Dwg. Title: >/ <i .............................. < ................ �11� ........... DETAIL t f i f t t f-.+-i f i-4 f 44 4 4 A. -4 SECTIONS < Dwg. No.: < ................ A ----------- -�7 <1 y kJ+ > Page: 14 OF 27 x GENERAL STRUCTURAL NOTES STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. 19. HOT WEATHER CONSTRUCTION TECHNIQUES, ACI 530.1, SECTION 1.8D, SHALL STRUCTURAL ABBREVIATIONS 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S BE IMPLEMENTED WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 100'F, OR 907 - A.B.=ANCHOR BOLT - L.W.=LIGHT WEIGHT BELOW. DRAWINGS. IF THE WIND SPEED EXCEEDS 8 MPH. - B.=BOTTOM - L.W.C.=LIGHT WEIGHT CONCRETE 2. THE STRUCTURAL DRAWINGS S:-ALL BE COORDINATED WITH THE, ARCHITECTURAL, - B BOTTOM OF - L.L.V.LLONG LEG VERTICAL 10. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN STRUCTURAL STEEL - BM.=BEAM - L.P.=LOW POINT PROVISIONS M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT UNAVOIDABLE AND SHALL BE LOCATED AT A MINIMUM 6'-0" FROM ANY SUPPORTING 1. STRUCTURAL STEEL SHAPES SHALL HAVE THE FOLLOWING PROPERTIES: - BRG.=BEARING - MAS.=MASONRY MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. NO WIDE FLANGE ASTM A992 (Fy= 50 KSI) - BLK.=BLOCK - MTL.=METAL ©REILLY TARANTINO ENGINEERING ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS ANGLES & CHANNELS ASTM A36 (Fy= 36 KSI) - B.Q.F.=BOTTOM OF FOUNDATION - NF.=NEAR FACE WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE WILL BE ALLOWED. PLATES ASTM A36 (Fy= 36 KSI) - BOT.=BOTTOM - N.W.C.=NORMAL WEIGHT CONCRETE THESE DRAWINGS ARE THE CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. HOLLOW STRUCTURAL SHAPES ASTM A500, Gr. C (Fy= 50 KSI) - B.P.=BASE PLATE - N.I.C.=NOT IN CONTRACT EXCLUSIVE PROPERTY REILLY 11. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR - BRKT.=BRACKET - O.C.=ON CENTER EXCLUSIVE ENGINEERING, P.C. NO 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE 2. SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED - CANT.=CANTILEVER - O.D.=OUTSIDE DIAMETER DESIGNS OR IDEAS CONTAINED ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE OF CONTRACTOR AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS STRUCTURAL ENGINEERING, INCLUDING COMPLETE DETAILS FOR THE FABRICATION - C.I.P.=CAST-IN-PLACE - OPNG.=OPENING HEREIN ARE TO BE USED FOR ANY CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS - CLR.=CLEAR - P.C.=PILE CAP THE ARCHITECT/ENGINEER. A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE STEEL FABRICATOR - COL.=COLUMN - PL.=PLATE PURPOSE OTHER THAN THIS ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2. - CONC.=CONCRETE - PT.=POINT PROJECT WITHOUT THE WRITTEN 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF RECORD TO - C.M.U.=CONCRETE MASONRY UNIT - P.T.=PRESSURE-TREATED PERMISSION OF REILLY TARANTINO FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL REVIEW. 3. ALL BOLTS SHALL BE 3/4" 0 MIN. - CONST. JT.=CONSTRUCTION JOINT - PVC.=POLYVINYL CHLORIDE ENGINEERING P.C. CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION TYPE-x U.N.O. AND CONFORM TO ASTM A325. - CONT.=CONTINUOUS - PSF.=POUNDS PER SQUARE FOOT BOLTS SHALL BE HEAVY HEX WIT HEAVY HEX NUTS AND PLAIN HARDENED WASHERS OF THE ARCHITECT/ENGINEER. 12, ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE CONFORMING TO ASTM F436. - C.J.=CONTROL JOINT - PSI.=POUNDS PER SQUARE INCH DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS - DEPR.=DEPRESSION - R.=RADIUS 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE 4. WHERE CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, - DET.=DETAIL - REINF.=REINFORCED CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. - D.L.=DEVELOPMENT LENGTH - RETG.=RETAINING CONNECTIONS SMALL BE DESIGNED BY THE STEEL DETAILER/FABRICATORS LICENSED _ DIA.=DIAMETER - CET.=RETURN ARCHITECT/ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE PROFESSIONAL ENGINEER. SEE STEEL DETAIL SHEETS FOR ADDITIONAL INFO. AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO 13. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE - DIM.=DIMENSION - R.E.=RIGHT END PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION - DIR.=DIRECTION - SECT.=SECTION PROCEED. WALL. 5. WHERE STEEL MEMBERS ARE SPECIFIED TO BE SPLICED, THE SPLICE SHALL BE _ DWLS.=DOWELS - S.C.=SHEAR CONNECTOR DESIGNED BY THE STEEL DETAILER TO DEVELOP THE FULL CAPACITY OF THE 14. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS EA.=EACH _ SHT.=SHEET 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS SECTION UNLESS FORCES AT THE SPLICE LOCATION ARE SPECIFIED ON THE - WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINES-R. REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. DRAWINGS. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR E.E.-EACH END S.L.V. SHORT LEG VERTICAL MECHANICAL CLEARANCES. ALL SPLICE DETAILS AND LOCATIONS SHALL BE SHOWN - E.F.=EACH FACE - SIM.=SIMILAR CONCRETE - E.J.=EXPANSION JOINT - S.O.G.=SLAB ON GRADE ON THE SHOP DRAWINGS. WHERE SPLICES NOT SPECIFIED ON THE DRAWINGS AR 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, - E.S.=EACH SIDE - S.L.=SPLICE LENGTH STRINGENT REQUIREMENTS SHALL GOVERN. PROPOSED BY THE CONTRACTOR, THE CONTRACTOR SHALL OBTAIN WRITTEN MINIMUM REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. - EQ.=EQUAL - SQ.=SQUARE APPROVAL FROM THE ENGINEER. 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE - E.W.=EACH WAY - SED.=STANDARD 2. CONCRETE MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND 6. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE RISC - EXIST.=EXISTING - STL.=STEEL I AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY APPROVED BY THE STRUCTURAL ENGINEER. - EXST.=EXISTING - S.D.I.=STEEL DECK INSTITUTE OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC CODE OF STANDARD _ EXP. BOLT=EXPANSION BOLT - S.F.=STEP FOOTING OR SQUARE FOOT CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITIONS. ENGINEERING... 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: - EXP.JT.=EXPANSION JOINT - STIFF.=STIFFENER RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE ELEMENT 28 DAY STRENGTH W C AIR CONTENT - F.F.=FAR FACE - STR.=STRUCTURAL ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE 7. ALL BOLTING SHALL CONFORM TO THE RESEARCH COUNCIL ON STRUCTURAL - FT.=FOOT OR FEET - SUP.=SUPPORT FOOTINGS 4,000 PSI 0.45 6% f 1.5% - FIN.=FINISH - SYM.=SYMMETRICAL ASPECTS OF WORK. CONNECTIONS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR FDN. WALLS 4,000 PSI Q.45 6% f 1.5% 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR EXT. SLAB 4,000 PSI 0.45 6% f 1.5% A490 BOLTS", LATEST EDITIONS. - FL.=FLOOR - THK.=THICK OR THICKNESS NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE STRUCT. SLABS 4,000 PSI 0.45 LESS THAN 3% " - FTG.=FOOTING - THRD.=THREADED 8. ALL WELDING SHALL CONFORM TO AWS CODE D1.1 STRUCTURAL WELDING CODE - FND.=FOUNDATION - T&B.=TOP AND BOTTOM ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY 4. UNLESS OTHERWISE NOTES, CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) - STEEL", LATEST EDITION. - GALV.=GALVANIZED - T.=TOP CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK THAT USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL CONFORM - GA.=GAUGE - T/=TOP OF REILLY TARANTINO ENGINEERING REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, TO ASTM C33, CONCRETE AGGREGATES. 9. ALL STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL - GR.=GRADE - TO.=TOP OF PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3-82 FOR POWER TOOL - G.B.=GRADE BEAM - T.O.C.=TOP OF CONCRETE HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM THE 1000 Park Blvd., Suite 209 GENERAL CONTRACTOR'S PAYMENT. 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A - G.P.=GUSSET PLATE - T.O.F.=TOP OF FOUNDATION SHOP COAT OF TNEMEC #10-99 ALKYD RUST INHIBITIVE PRIMER AS MANUFACTURED - HI.=HIGH - T.O.S.=TOP OF STEEL Massapequa Park, NY 11762 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE BY TNEMEC COMPANY, INC. KANSAS CITY, MO, OR APPROVED EQUAL. - H.L.=HUNG LINTEL - T.O.W.=TOP OF WALL (631 ) 724-7888 10. DO NOT SCALE DRAWINGS. ALL TYPE II. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL BE - HT.=HEIGHT - TYP.=TYPICAL 0.06. 10. ALL STRUCTURAL STEEL PLATES, BOLTS, NUTS, WASHERS, ETC. AS PART OF - H.P.=HIGH POINT - U.N.O.=UNLESS NOTED OTHERWISE 11. THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF THEIR KNOWLEDGE, EXPOSED EXTERIOR STEEL DUNNAGE OR OTHER MEMBERS NOTED ON THE DRAWINGS - H.S.=HIGH STRENGTH - U.O.N.=UNLESS OTHERWISE NOTED Email: INFORMATION AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION - H.E.F.=HORIZONTAL EACH FACE - US.=UNDERSIDE WITH APPLICABLE REQUIREMENTS AND THE CODES LISTED BELOW. 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905, - H.I.F.=HORIZONTAL INSIDE FACE - V.E.F.=VERTICAL EACH FACE info@reillytorantino.COm ASTM C94, ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE CONFORMING TO ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED BUILDING CODE & REFERENCED STANDARDS WHEN PLACED, EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING COMPOUND - H.O.F.=HORIZONTAL OUTSIDE FACE - V.I.F.=VERIFY IN FIELD THOROUGHLY RODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA, OR EQUAL AND - HOR.=HORIZONTAL - V.O.F.=VERTICAL OUTSIDE FACE 1. [2021 INTERNATIONAL BUILDING CODE, 2020 NEW YORK STATE BUILDING CODE, HOLDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS A TOP COAT OF ALUMINUM BASED PAINT. - IN.=INCH - W.W.F.=WELDED WIRE FABRIC 2022 NEW YORK CITY BUILDING CODE] - I.D.=INSIDE DIAMETER - W.W.M.=WELDED WIRE MESH 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. 11. ALL GROUT FOR BASE PLATES AND ANCHOR BOLTS SHALL BE NON-METALLIC - INV.=INVERT - W/=WITH 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS, ACI 305 AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 - JT.=JOINT - W.P.=WORKING POINT DESIGN CRITERIA PSI AT 28 DAYS. - JST.=JOIST 1. DEAD LOADS PER MATERIAL AND ACI 306, LATEST REVISIONS. - K.=KIP (1000 POUNDS) SEAL: 2. FLOOR LIVE LOADS 9. CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR 12. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER - LO.=LOW • RESIDENTIAL PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 FABRICATION CONFORMING TO ASTM A123 & A153. STRUCTURAL SYMBOLS ONE & TWO-FAMILY DWELLINGS DAYS FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE UNINHABITED ATTIC W/ STORAGE 20 PSI- DIRECTED BY THE ENGINEER. AFTER SUCH TIME ALL FORMWORK SHALL BE 13. ALL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE DOVETAIL UNINHABITED ATTIC W/O STORAGE 10 PSF REMOVED. ANCHORS AT 1'-4" O.C. MAXIMUM OR THE EQUIVALENT INSTALLED UNLESS MOMENT CONNECTION , HABITABLE ATTICS & SLEEPING ROOMS 30 PSE- OTHERWISE NOTED ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS ALL OTHER AREAS EXCEPT STAIRS 40 PSE- 10. REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL CONFORMING AND SPECIFICATIONS FOR REQUIREMENTS. COLUMN ABOVE ALL OTHER RESIDENTIAL OCCUPANCIES TO ASTM A615 GRADE 60. PRIVATE ROOMS AND CORRIDORS SERVING 40 PSE- 14. REFER TO THE ARCHITECTURAL AND M/E/P/S DRAWINGS FOR OTHER REQUIRED COLUMN BELOW PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING EPDXY MISCELLANEOUS STEEL. r=: • ROOF LIVE LOAD 20 PSE- SHALL CONFORM TO ASTM A934-07. STEEL BEAM PENETRATION 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING AND BRACING 3. SNOW LOADS = STEEL COLUMN 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND ALIGNMENT DURING ALL GROUND SNOW LOAD, Pg = 20 PSF YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE PHASES OF CONSTRUCTION, AND SPECIFICALLY DURING CONCRETE OPERATIONS. SNOW EXPOSURE FACTOR, Ce = 0.9 TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY. SUCH BUYING AND BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE HAS �� SPAN DIRECTION EXPIRATION DATE: 05/31/27 SNOW LOAD IMPORTANCE FACTOR, is = 1.0 ATTAINED ADEQUATE STRENGTH. CHANGE IN STRUCTURE ELEVATION THERMAL FACTOR, Ct = 1.0 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPES, SLEEVES, ETC. DRIFT SURCHARGE LOAD, Pd = N/A SHALL BE SECURED PRIOR TO PLACING CONCRETE. 16. ALL STRUCTURAL STEEL WORK SHALL BE INSPECTED BY A LICENSED CERTIFIED WIDTH OF SNOW DRIFT, w = N/A TESTING AGENCY HIRED BY THE OWNER. ALL INSPECTIONS SHALL BE IN FLAT-ROOF SNOW LOAD, Pf = 20 PSF 14. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF CONFORMANCE WITH THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. CONSTRUCTION AND GENERALLY ACCEPTED INDUSTRY PRACTICE. THE CONTRACTOR PROJECT: 4. WIND LOADS SHALL PROVIDE CERTIFIED LABORATORY MATERIAL CERTIFICATES FOR EACH DELIVERY ULTIMATE DESIGN WIND SPEED, Vult. = 126 MPH 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN OF MATERIAL BROUGHT TO THE SITE. CERTIFIED REPORTS PREPARED BY THE RISK CATEGORY = II STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. TESTING AGENCY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW THAT ATTEST EXPOSURE CATEGORY = B MAXIMUM PIPE SIZE SHALL NOT EXCEED Y3 OF THE SLAB THICKNESS AND BE TO THE COMPLETENESS AND ADHERENCE OF THE WORK TO THE CONTRACT INTERNAL COMPONENTRES& SCLADDING URE FPIR CIENT SSURE = 35 PSF TIMES 0.0018 ETDHE PIPE DIAMETER IN THE MIDDLE HIRPIPES SHALL NOT IM A RD OF THE SLAB. UTHEPSTRENGTHACING AOF BTHE DOCUMENTS BY THE CONTRACTOR. 5000 Bridge Lane, 5. SEISMIC LOADS MEMBER. 17.PROFESSIONAL AL ENGINEER. CONNECTION DESIGN NNECTIONS SHALL BE DESIGNED BY EIS NOT I ACTOR ED l IN NRTE SCOPE OF C u tc h o g u e, NY RISK CATEGORY = it 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE WORK. SEISMIC IMPORTANCE FACTOR, le = 1.0 FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.19 ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.044 SITE CLASS = D 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, FORMWORK, DESIGN SPECTRAL RESPONSE, Sds = 0.16 SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO ENGINEER OF DESIGN SPECTRAL RESPONSE, Sd 1 = 0.062 RECORD. TITLE: SEISMIC DESIGN CATEGORY A BASIC SEISMIC FORCE-RESISTING SYSTEM = CONTINUOUSLY SHEATHED MASONRY WALL STRUCTURAL PANEL 1. ALL MASONRY WORK SHALL CONFORM TO ACI 530, MINIMUM REQUIREMENTS FOR DESIGN BASE SHEAR = 5 KIP BUILDING CODE REQUIREMENTS & SPECIFICATION FOR MASONRY STRUCTURES". SEISMIC RES ONSEEMODIFICATIONSPONSE FCOI ENT, CS •0214 COEFFICIENT, R = 7 2. COMPRESSIVE STRENGTH OF MASONRY BLOCK UNITS, F'm, SHALL BE 1,900 PSI GENERAL NOTES ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL MINIMUM. FORCE 3. CONCRETE BLOCK SHALL BE HOLLOW LOAD BEARING MASONRY UNITS 6. LATERAL EARTH PRESSURES CONFORMING TO ASTM C90,_ TYPE N-1, WITH A MINIMUM ULTIMATE COMPRESSIVE EQUIVALENT LIQUID HEAD 40 PSF STRENGTH OF 1,900 PSI ACCORDING TO SECTION 2105.2.2.1.2 OF THE IBC. UNITS AT REST 60 PSF SHALL BE PROTECTED FROM MOISTURE ABSORPTION. SPECIAL INSPECTIONS 4. PORTLAND CEMENT USED IN THE MORTAR AND GROUT SHALL CONFORM TO ASTM REVISIONS: THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH C150. MASONRY CEMENT OR MORTAR CEMENT SHALL NOT BE USED. APPLICABLE BUILDING CODE SECTION NOTED. ITEM CODE SECTION 5. MORTAR SHALL BE TYPE S CONFORMING TO THE VOLUMETRIC PROPORTIONS SET 1 -STEEL CONSTRUCTION BC 1705.2 FORTH IN ASTM C270 AND THE PROVISIONS OF THE GOVERNING BUILDING CODE. -STRUCTURAL STEEL BC 1705.2.1 USE 1 PART PORTLAND CEMENT, 0.25-0.5 PARTS HYDRATED LIME OR LIME PUDDY, -CONCRETE BC 1705.3 AGGREGATE, MEASURED IN A LOOSE, DAMP CONDITION SHALL BE 2.25-3 TIMES THE -SOIL BC 1705.E SUM OF THE VOLUMES OF CEMENT AND LIME/LIME PUDDY. ADD WATER TO FOUNDATIONS PRODUCE WORKABLE MIX. 1. THE FOUNDATION HAS BEEN DESIGNED BASED ON INFORMATION PROVIDED PER 6. COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO THE THE BUILDING CODE REFERENCED HEREIN. VOLUMETRIC PROPORTIONS SET FORTH IN ASTM C476. USE ONE PART PORTLAND 2. FOOTINGS/MATT FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE CEMENT, 2.25-3 PARTS DAMP, LOOSE SAND, 1-2 PARTS %" PEA GRAVEL. ADD WATER TO PRODUCE A FLOWABLE MIX WITH AN 8 TO 11 INCH SLUMP. BEARING PRESSURE OF 1 TSF. 7. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. L� 3. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, REINFORCING BARS TO BE LAPPED 48 BAR DIAMETERS AT SPLICES. ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE REINFORCEMENT TO BE SECURED AGAINST DISPLACEMENT AT SPACING NOT SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE EXCEEDING 200 BAR DIAMETERS. A . BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING CONCRETE OR GRANULAR FILL. 8. JOINT (HORIZONTAL) REINFORCEMENT SHALL BE W1.7 (9 GAGE) WIRE, LADDER PROJECT No: 2024-85 TYPE, DUR-O-WALL, OR AN APPROVED EQUAL. PLACE JOINT REINFORCEMENT IN 4. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR EVERY SECOND COURSE (16" O.C.). JOINT REINFORCEMENT SHALL BE LAPPED 6 COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). INCHES AT SPLICES. DATE: 04/07/2025 5. COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED STONE, 9. PLACE UNITS WHILE MORTAR IS SOFT AND PLASTIC. REMOVE AND RELAY FRESH OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, 'TOUGH, DURABLE MORTAR AT ANY UNIT DISTURBED TO THE EXTENT THAT INITIAL BOND IS BROKEN SCALE: AS NOTED PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE AFTER INITIAL POSITIONING. OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADED AS FOLLOWS: 10. FULLY BED UNITS IN ALL SHEARWALLS INCLUDING CROSS WEBS. SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: DRAWN BY: CAC PASS 3 Y2" 100 11. WALLS MARKED AS FIREWALL ON ARCH. DRAWING, OR WALLS WITHIN 8" OF PASS 1 Y2" 55-1 QO EXIST. BUILDING SHALL BE GROUTED SOLID. PASS %" 40-65 PASS Y4" 25-60 12. ALL PARAPET WALLS SHALL BE GROUTED SOLID. CHECKED BY: AT PASS #10 15-45 PASS #40 15-25 5-4 13. ALL CELLS WITH REINFORCING BARS OR BOLTS SHALL BE GROUTED SOLID. PASS #200 0-5 14. VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A MINIMUM CLEAR 6. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE OPENING OF 3"x2 Y". THE ENTIRE PERIMETER OF THE CELL SHALL BE FULLY OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE BEDDED WITH MORTAR. PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE 15. CONSOLIDATE GROUT POURS EXCEEDING 12 INCHES IN HEIGHT BY MECHANICAL COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER DENSITY AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN ABSORPTION AND SETTLEMENT HAS OCCURRED. GROUT POURS EXCEEDING 5 FEET WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF' THE MATERIAL ARE HIGH LIFT POURS REQUIRING CLEANOUTS AND SHALL BE INSTALLED IN LIFTS SHEET: CANNOT BE PROPERLY CONTROLLED. NOT EXCEEDING 5 FEET. 7. ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL BE 16. MASONRY OPENING LINTELS HAVE BEEN DESIGNED ON THE BASIS OF ARCHING PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF ACTION OF THE COMPLETED WALL. LINTELS REQUIRE TEMPORARY SUPPORT UNTIL S - o o CONSTRUCTION. THE MORTAR HAS ACHIEVED THE SPECIFIED STRENGTH. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE 17. COVER THE TOPS OF ALL MASONRY CONSTRUCTION TO PROTECT AGAINST SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL PRECIPITATION. BE SPACED A A MAXIMUM DISTANCE OF 40'-0". SLAB CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15'-0". 18. MASONRY SHALL NOT BE CONSTRUCTED IN TEMPERATURE BELOW 401F. THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL 13E COORDINATED PROVIDE A HEAT SOURCE AND PROTECTION AS REQUIRED TO MAINTAIN B-SCAN WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. TEMPERATURE ABOVE 40'F IN ACCORDANCE WITH ACI 530. 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING DWG 01 OF 13 PROVISIONS @REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. 1'-23/" s 1010 33'-13js„ 5'-0Y4$1 9'-0" 32'-0Y4" 22'-03/4" 26'-OY4„ T/WALL= -0'-2%" F2.5 CONT. F2.5 CONT. T/WALL= -0'-2%" r, J .. ... r W8 W8 I-= o - - �. ___ __ - - - - - z � I- (-- _ ___ - - - - - - - - - o r, - - W12 I 0 1 U UNEXCAVATED10 LJ LJ LJ UNEXCAVATED 'r? I WALL 0' 25/" I z IJ_ T 0 ( 00 z z - - - - - - - - - - - - - - - o o W W10 " F2.5 CONT. \ N Id� LL- I Lq U U LJ r, LJ r, J LJREILLYoTARANTINO f N �J =� z c� N 3:: ENGINEERING O F2.5 CONT. `- C)I 9'-0» F2.5 CONT. F2.5 CONT. N 0 ?r LO r, LJ I r I N I r, r, , w12 r r, r L I LJ LJ LJ L lJ L L F2.5 CONT. I r REILLY TARANTINO ENGINEERING L F2.5 CONT. UNEXCAVATED I 1 L r 1000 Park Blvd., Suite 209 r, L LJ , UNEXCAVATED 1 Massapequa Park, NY 11762 2'-6" I W12 I - - - -_ z (631 ) 724-7888 I o ( T/WALL= -1'-5Y2" Email: I z I Lq z I N 0 Z � infoC�reillytarantino.com I � 1- N �LL- I O 0 00 I N CD a- I ( r J I � U ) r, ^ L I LO c, N 0 IN LJ z \ L LL I L I EXCAVATE v ui I 71) W12 `� - J '_ „ LNi 1 9'-Q" 17'-43/4" 4'-8" I I SEAL: 9 03/4 LJ I ( I N ( UNEXCAVATED 4 W12 F2.5 CONT. r F2.5 CONT. I W12 LJ .. LJ I LJ LJ LJ rJ r, L LJ LJ LJ LJ LJ I W12 ro F2.5 CONT. rn 6'-6" I - - - - - -F2.5 CONT. C - r I 7'-73/s" F4.5 T/WALL= -'I 5Y2Lo z I ® - - - - - W10 - F2.5 CONT. 410 04 W12Lq W10 I I N r- r, rJ LJ LJ 0 EXPIRATION DATE: 05/31/27 W -j LL I LJ -_ LJ O) I- F2.5 CONT. ^ I W12 - J I L N T/WALL= -1'-5Y2" - F2.5 CONT. ,0 " F2.5 CONT. 3 -�/s T/WALL= -1'-5Y2" T SLAB UNEXCAVATED 00 0 I EL = -12 -5 I ( 1 I o z w12 �� r I LJ r, T/WALL= -1'-5Y2" LJ LJ o PROJECT: LJ ILJ 4" SLAB-ON-GRADE W/ I I � 6x6/W2.1 xW2.1 W.W.M. F2.0 � / „ I I EL = 12 -5 / o F2.0 T WALL= -0 -25/ I „ T WALL= -2 0 I 5000 Bridge Lane, \� ( Z � I - - w10 - H 0 N _ o r, r, W 10 I 4 SLAB-ON-GRADE W J L J z / v LJ :-I LJ Cutchogue NY � �rl 6x6/W2.1 xW2.1 W.W.M. .NIN z a� � F2.5 CONT. N ? L,! LL I I I LJ 7 z f I N I N I0 - - � I � 7'-0"x4'-0"x2'-O" DEEP FOOTING ,- I Lq F4.5 UNEXCAVATED REINF. W/ #6@9" O.C. BOTH WAYS T/WALL= 0 0 I I TITLE: 5'-1 O" J LJ_ 41 L LJ W10 5'-75/8„ 6,-33/8" 5'-55/8„ I L- F2.5 CONT. I ^ r W12 o o _ W12 - FOUNDATION PLAN F2.5 CONT. - r - -L_- , I Lc7 `i r ^N ( LJ LJ I LJ I I lJ I L J:, lJ LL T- z L- - - - - - - - - L -I L �1 6'-4" 7'-7ys„ W12 W12 _ 00 zoo r. T SLAB - - F2.0 F2.0 - -�- - - - - - � 00 � - EL = -12 -5° F3.5 T/WALL= -1'-5Y2" to o I CO :, OI I N N REVISIONS: - �- 4 SLAB-ON-GRADE W/ W12 �r,� �r,� ( r, '(0 LL 6X6/1N2.1 xW2.1 W.W.M. ( r, r, ^ - �LJ� �LJ� I LJ I I I LJ LJ I ^ I LJ ?� F2.0 [F2.0 L - -J UNEXCAVATED\ W10 (- - - I F2.5 CONT. 3 „ , F3.5 I 6 -8/4 4 -Q3/4 3 -6 I W12 W10 2 z I - N o F2.5 CONT. IC) LJ I 4 -2Y4 01 J LNL Lo o I j' � =N � I 00 C z L0 z LJ W10 I L N I 0 0 F6.0 Ln - - I� N r 00 o w12 PROJECT No: 2024-85 T WALL= -1 -5Y2 T/WALL= -1'-5Y2" 1 �i I 0 N / F2.5 CONT. F2.5 CONT. � DATE: 04/07/2025 L W10 SCALE: AS NOTED ^ 5'-10" T/WALL= -1'-5Y2" I DRAWN BY: CAC N " c0 CHECKED BY: AT W12 , L F2.5 CONT. .01 29'-8" 15'-25/s" 32'-OY4" 17'-43/4 27'-0Y4" WALL SCHEDULE SHEET: FOUNDATION PLAN MARK THICKNESS HORIZ. REINF. VERT. REINF. 1 W8 8" #4@ 12" " FO-100 SCALE: 1/4" = 1'-O" #4@18 NOTES: W10 10" #5@ 12" #5@ 12" FO - 100 1. BOTTOM OF FOOTING SHALL BE 3'-0" UNLESS INDICATED THUS [...]. W12 12" #5@12" #5@12" 2. TOP OF WALL SHALL BE @ EL. -1'-5Y2" U.O.N. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCEMENT REMARKS B-SCAN (WxL) LONG DIR. SHORT DIR. F2.5 CONT. 2'-6"xCONT. 1'-0" 3-#5 #5@12" O.C. N/A F2.0 2'-0"x2'-O" 1'-0" 3-#5 3-#5 3" BOTT. COVER F3.5 3'-6"x3'-6" 1'-O" 5-#5 5-#5 3" BOTT. COVER F4.5 49-60Ox4'-6" 1'-0" 6-#5 6-#5 3" BOTT. COVER F6.0 6'-O"x6'-O" 1'-6" 7-#5 7-#5 3" BOTT. COVER DWG 02 OF 13 GL COL PROVISIONS ©REILLY TARANTINO ENGINEERING �V)11 THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY REI TARANTINO ENGINEERING OF, P.C.LLY NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY /A-NA PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN SEE PLAN FOR COL PERMISSION OF REILLY TARANTINO REINF. ENGINEERING P.C. < VAPOR BARRIER TYP. (4) #5 VERT. AND Y2" FULL DEPTH EXPANSION-,-_: COL. POCKET a #4@12" O.C. HORIZ. JOINT (CONT.) % OVERLAP MESH 6" REMOVE SLAB x (4) #5 VERT. AND #4@12" O.C. HORIZ. A-A < LIMIT OF �4S EXCAVATION < 4 -3/4"0 X 12 ANCHOR < FOR REINF. SEE BOLTS < FOOTING SCHEDULE 4 CON REIL 7,& RANTIN BEXTRA GROUT ENGINEERING ci ci 4 /r E.L. BOTT. OF FOOTING LINE OF FOOTING SEE PLAIT- L1--1-OR PILE CAP BELOW SEE FOOTING SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE FOR FOOTING SIZES SCHEDULE FOR REINFORCEMENT SEE FOUNDATION PLAN SIZES FOR DIMENSIONS REILLY TARANTINO ENGINEERING Ty K2 C Ty 1000 Park Blvd., Suite 209 F6-- 5-0 C TYPICAL FOUNDATION WALL D ETAI L COLUMN POCKET DETAIL TYPICAL COLUMN FOOTING PEDESTAL DETAIL TYPICAL FOOTING PEDESTAL DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Massapequa Park, NY 11762 NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR SCALE: N.T.S. SUPPORT OF EXCAVATION DESIGN AND INSTALLATION. (631 ) 724-7888 Email: FALTERNATE EVERY inf o@reillytorantino.com OTHER BAR 4-A 4 .:4 SEAL: • 4 4 10 11110 0 #4 @ 16" O.C. CONC. SLAB ON GRADE W/ -A -VA- .A X 2'-0" LONG 6" X 6" W4/W4 WWM A 1 x X" SAWCUT EXPIRATION DATE: 05/31/27 A;1 .04 8#j 113/1, \-3 #5 CONT. ; Ir 8 PROJECT: CONSTRUCTION JOINT PARTITIONS 8" THICK CONTROL JOINT DEPRESSIONS & OR GREATER AUDIT. SLAB BREAKS CORNER DETAILS— REINFORCED 5000 Bridge Lane, (� 5� CONCRETE WALLS & GRADE BEAM ( , "� TYPICAL SLAB—ON—GRADE DETAIL SCALE: 1 1'-0" SCALE: N.T.S. Cutchogue, NY TITLE: TYPICAL FOUNDATION DETAILS REVISIONS: PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: FO - 500 B-SCAN DWG 03 OF 13 TABLE 1: TABLE 2: PROVISIONS TABLE 3: ©REILLY TARANTINO ENGINEERING TENSION LAP SPLICE LENGTHS (CLASS B MINIMUM) TENSION DEVELOPMENT LENGTH (Ld) (IN INCHES) TENSION DEVELOPMENT LENGTH FOR STANDARD END HOOKS (Idh) TABLE 1.A: 3/4" COVER TO OUTER LAYER BARS TABLE 1.C: 1Y2" COVER TO OUTER LAYER BARS THESE DRAWINGS ARE THE OUTER LAYER LAP LENGTH (IN INCHES) OUTER LAYER LAP LENGTH IN INCHES TABLE TER LA COVER TO OUTER LAYER BARS TABLE 2.C: 1Y2" COVER LO OUTER LAYER BARS BAR CONCRETE STRENGTH (PSI) EXCLUSIVE PROPERTY OF REILLY ( ) � OUTER LAYER DEVELOPMENT LENGTHS OUTER LAYER DEVELOPMENT LENGTHS TARANTINO ENGINEERING, P.C. No NOTE: USE TABLE 1.A IF BAR SPACING IS LESS SIZE 3,000 4,000 5,00Q 6,000 7,000 8,000 9,0fl0 10,000+ DESIGNS OR IDEAS CONTAINED THAN 4" O.C. UP TO #8, 5" O.C. FOR #9,#10,#11 BAR F c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ HEREIN ARE TO BE USED FOR ANY #3 9 7 7 6 6 6 6 6 PURPOSE OTHER THAN THIS #3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 #4 11 10 9 8 7 7 7 6 PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO #4 21 20 20 20 20 20 20 20 #4 20 20 20 20 20 20 20 20 #4 16 14 13 12 12 12 12 12 #4 13 12 12 12 12 12 12 12 #5 14 12 11 10 9 9 8 8 ENGINEERING P.C. #5 31 27 24 24 24 24 24 24 #5 24 24 24 1 24 24 24 24 24 #5 24 21 19 17 16 15 14 13 #5 16 14 13 13 13 13 13 13 #6 17 15 13 12 11 10 10 9 #6 43 37 33 30 29 29 29 29 #6 29 29 29 1 29 29 29 29 29 #6 33 28 25 23 22 20 19 18 #6 20 17 15 15 15 15 15 15 #7 19 17 15 13 13 12 11 11 #7 69 60 53 49 45 42 40 38 #7 42 37 34 1 34 34 34 34 34 #7 53 46 41 37 35 32 31 29 #7 32 28 25 23 21 20 19 1 18 #8 22 19 17 16 15 14 13 12 #8 85 74 66 60 56 52 49 47 #8 53 46 41 39 39 39 39 39 #8 66 57 51 46 43 40 38 36 #8 41 36 32 29 27 25 24 23 #9 25 22 19 18 16 15 15 14 #9 103 89 80 73 67 63 59 56 #9 66 57 51 46 44 44 44 44 #9 79 69 61 56 52 49 46 43 #9 50 44 39 36 33 31 29 28 #10 28 24 22 20 19 17 16 16 �N ;::: ,i , � #10 121 105 94 86 79 74 70 66 #10 79 68 61 56 51 49 49 49 #10 93 81 72 66 61 57 54 51 #10 60 52 47 43 40 37 35 33 #11 31 27 24 22 21 19 18 17 #14 37 32 92 86 81 77 92 80 72 29 27 25 23 22 21 #11 140 122 109 99 #11 65 60 57 54 54 #11 108 94 84 76 71 66 62 59 #11 71 1 61 55 1 50 46 43 41 39 / #18 50 43 39 35 33 31 29 27 I TABLE 1.13: 3/4" COVER TO OUTER LAYER BARS TABLE 1.D: 1Y2" COVER TO OUTER LAYER BARS TABLE 2.B: 3/4" COVER TO OUTER LAYER BARS TABLE 2.D: 1Y" COVER TO OUTER LAYER BARS AA INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER DEVELOPMENT LENGTHS INNER LAYER DEVELOPMENT LENGTHS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS NOTE: THAN 4" O.C. UP TO #8, 5" O.C. FOR #9,#10,#11 THAN 5" O.C. UP TO #8, 6" O.C. FOR #9,#10,#11 1. TABLE 3 CONFORMS TO ACI 318-2002 (AND 2005). TABULATED VALUES ENGINEERING c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,400 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ ARE BASED UPON ACI 12.5.2 , ASSUMING GRADE 60 REINFORCEMENT AND NORMAL WEIGHT CONCRETE. 3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 2. PER ACI 12.5.3 A), FOR #11 AND SMALLER BARS, IF COVER TO BAR IS 2 #4 20 20 20 20 20 20 20 20 #4 20 20 20 20 20 20 20 20 #4 1 13 12 12 12 12 12 12 12 #4 13 12 12 12 12 12 12 12 4 INCHES OR MORE, AND FOR 90 DEGREE HOOK WITH COVER ON BAR EXTENSION BEYOND HOOK NOT LESS THAN 2 INCHES, A MODIFICATION #5 24 24 24 24 24 24 24 24 #5 24 24 24 24 24 24 24 24 #5 16 14 13 13 13 13 13 13 #5 16 14 13 13 13 13 13 13 FACTOR OF 0.7 MAYBE APPLIED. MINIMUM idh SHALL NOT BE LESS THAN 8db NOR 6 INCHES. REILLY TARANTINO ENGINEERING 6 30 29 29 29 1 29 29 29 29 #6 29 29 29 29 29 29 29 29 #6 23 20 18 16 15 15 15 15 #6 20 17 15 15 15 15 15 15 #7 48 42 38 34 1 34 34 34 34 #7 37 34 34 34 34 34 34 34 #7 37 32 29 26 24 23 22 20 #7 29 25 22 20 19 18 18 18 1000 Park Blvd., Suite 209 #8 61 53 47 43 40 39 39 39 #8 43 39 39 39 39 39 39 39 #8 47 41 36 33 31 29 27 26 #8 33 28 25 23 22 20 20 20 Massapequa Park, NY 11762 9 75 65 58 53 49 46 44 44 #9 53 46 44 44 44 44 44 44 #9 57 50 44 41 38 35 33 31 #9 41 35 31 29 27 25 23 23 (631 ) 724-7888 #10 89 77 69 63 58 55 51 49 #10 64 55 49 49 49 49 49 49 #10 68 59 53 48 45 42 40 38 #10 49 42 38 35 32 30 28 27 Email: #11 104 90 81 74 68 64 60 57 #1 1 75 65 58 54 54 54 54 54 #1 1 80 69 62 57 52 49 46 44 #11 58 50 45 41 38 35 33 32 info@reillytorantino.com 2" MIN. COVER TO MAIN BARS 1. ALL REBAR'S LARGER THAN #11 SHALL HAVE A MINIMUM YIELD STRESS OF fy=75ksi AND SHALL BE MECHANICALLY TENSION/COMPRESSION SPLICED. NOTE FOR TENSION LAP SPLICES TENSION DEVELOPMENT LENGTHS: SEAL: 1. REINFORCEMENT IS UNCOATED, WITH Fy=60,000 PSI. 2. CONCRETE IS NORMAL WEIGHT (122-150#/C.F). 3. FOR "TOP" BAR SPLICE LENGTH ("TOP" IS DEFINED BY AC! 318 AS HAVING MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BAR), TABULATED LENGTHS MUST BE MULTIPLIED BY 1.3. 4. LENGTHS TABULATED MUST BE MULTIPLIED BY THE FOLLOWING MODIFICATION FACTORS: a. LIGHTWEIGHT CONCRETE ..........1.3 b. EPDXY-COATED BARS: o' � , y ww Ip � a 1. BARS WITH COVER <3db, OR WITH CLEAR SPACING <6db ..1.5 FOR BOTTOM & VERTICAL BARS, 1.3 FOR 'TOP' BARS * � 2.) ALL OTHER CONDITIONS ....1.2 * FOR EPDXY-COATED 'TOP' BARS THE MAXIMUM FOR COMBINED FACTORS= 1.7 z z � w 5. WHERE TENSION DEVELOPMENT LENGTH (Ld) IS REQUIRED ON PLANS OR IN DETAILS, SEE TENSION DEVELOPMENT LENGTH TABLES. >' 6. CLASS A LAP SPLICE LENGTHS ARE EQUAL TO TENSION DEVELOPMENT LENGTHS. SEE TABLES FOR TENSION DEVELOPMENT LENGTHS (Ld). APPLY APPROPRIATE MODIFICATION FACTORS TO CLASS A SPLICE LENGTHS. w �m TABLE #4: TABLE #4: ��((JJJ EXPIRATION DATE: 05/31/27 COMPRESSION LAP SPLICES DEVELOPMENT LENGTH FOR BARS IN COMPRESSION I I (D e fY = 60ORCEMENT 000 PSI f BAR GRADE OF REINFORCEMENT � y = 75,000 PSI #y = 80,000 PSI SIZE BAR CONC. f'c (IN. PSI) CONC. Vc (IN. PSI) CONC. f'c (IN. PSI) PROJECT: #3 12 17 18 SIZE #4 15 22 24 #3 12 12 12 12 12 12 12 12 12 z #5 19 28 30 #4 12 12 12 14 12 12 15 13 12 z 2" MIN. 2" MIN. COVER 5000 Bridge Lane, #6 23 33 36 #5 14 12 12 17 15 14 18 16 15 END COVER Idh Iii TO MAIN BARS 1Y" MIN. CLEAR C u tC h o g u e, NY SURFACE OF CONCRETE #7 27 39 42 #6 17 15 14 21 18 17 22 19 16 � �' D = 6 db UP TO #8 I BETWEEN BARS #8 30 44 48 #7 19 17 16 24 21 20 26 22 21 04 D = 8 db FOR #9,#10,#11 #9 34 50 54 #8 22 19 18 28 24 23 29 25 24 D = 10 db FOR #14&#18 > MULTIPLE LAYERS PROVIDE MINIMUM COVER AND CLEAR O PANCES 10 38 56 61 #9 25 22 21 31 27 25 33 28 27 SHOWN USE TABLE 1.A FOR LAP SPLICE TITLE: 11 43 62 68 #10 28 24 23 34 30 28 36 31 30 � LENGTHS. 1. LAP SPLICE ARE NOT R PERMITTED. USE MECHANICAL #11 31 27 26 38 33 31 40 34 33 0EBAR CONNECTIONS OR WELDED #14 37 32 31 48 42 39 51 44 42 0 OUTER LAYER DEVELOPMENT #&4 SPLICES FOR 14 & #18, END VIEW (TABLE 1 A OR 1 C) PER ACI 318 (12.14.3). #18 50 43 41 62 54 51 65 56 :5::4:] TABLES #i8 2. LAP SPLICES OF #14 & INNER LAYER #18 BARS TO #11 & SMALLER BARS ARE (TABLE 1 B OR 1 D) PERMITTED PER ACI 318 (12.16.2). CENTER TO CENTER 3. FOR BARS OF DIFFERENT SIZE, SPACING OF BARS USE LARGER OF: SPLICE LENGTH OF SMALLER BAR (TABLE #4) OR REVISIONS: DEVELOOPMENT LENGTH OF LARGER L2" MIN. COVER BAR (FROM TABLE #5) PER ACI 318 TO MAIN BARS (12.16.2). 1 NOTE: TABLE #4 APPLIES FOR NORMAL WEIGHT CONCRETE WITH f'c = 3,000 PSI OR GRATER. TQP VIEW / L [A61 3 5 PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: F0 - 600 B-SCAN DWG 04 OF 13 PROVISIONS ©REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. r %ids LJ LJ L LJ f ./'• j 4" SLAB-ON-GRADE W/ 6x6/W2.1 xW2.1 W.W.M. 4 SLAB-ON-GRADE W/ 6x6/W2.1 xW2.1 W.W.M. J1 r� r, r J I } � LJ LJ �L LJ Cil ENGINEERING ( ) 14 x11% LVL I 2 3 r� LJ II - - - - - P. r� rI - LJ LJ LJ LJ LJ LJ LJ it I B.P. if I LJ I i REILLY TARANTINO ENGINEERING i L I I IL I r'l _ _ _ __ J I I I LJI L 1000 Park Blvd., Suite 209 LJ — — I I i 11 I I I Massapequa Park, NY 11762 i ► I I I I (631 ) 724-7888 4" SLAB-ON-GRADE W/ T SLAB J2 o I ( i I 6x6/W2.1 xW2.1 W.W.M. I EL - -3 70 Email: XII J1 I I / J2 i I info@reillytorantino.com CJ3 I I I I CJ 1 LJ 4" SLAB-ON-GRADE W/ �I I CJ3 I ( € IL�i I 6x6/W2.1xW2.1 W.W.M. 4" SLAB-ON-GRADE W/ LJI LJ I 6x6/W2.1 xW2.1 W.W.M. II SEAL: L I'll I I ILJ - - - - - - .— �L 2) 13'4"x11741" LVLj I SC1 — _ _ - - - - W12x16 — � — B.P. I - - - - - IL .. ........................................................................................ r� - - — LJ LJ 3 ; r1� r l _ i, .. __ - LJ LJ L y I i ii NB.P. ' B:P.::. :: .-::,.:.:::::::::.::::::::._::::__:::::..: I I J ! X I ) I I I J i N J1 n U i I I J1 I ? '<. ;� J, I I �. I I r B.P. I I I j � — - - - — CJ3 ;x � CJ3 r, r, CJ3 `( r U E LJ -- - - - - - - ^-LJ ❑ - - - - - - - - J LJ EXPIRATION DATE: 05/31/27 LJ I I LJ I I J2 B.P. II L - - - J I I I CJ3 I J1 �- - - - - -_.-- _- --- - - - - - - - - - - - - - _..__..__.__......_._- ..............__. __.....-.._ ......._.. ::_::::....::::::_.m........ _..____.. I LJ J T/SLAB 4 ( J 3 f (C i I I 0 N i; N N I 5000 Bridge Lane, LJ LJ riCutchogue, NY 4SLAB-ON-GRADE W/ r i 6x6/W2.1 xW2.1 W.W.M. L il_..- - __.: Sci I I I i C rL I; J, I F- z— I I I TITLE. II I . rJ n 3-J� I I I �i LJ L P. i I. CJ3 CJ3 -� I � j I I I I I � � --- I- - - - - - I 7 i I I I I I » N " I i..._............... ...................... .....I I I C B.P. I i I I I I I I (Z) ,3/4 x J, I FIRST FLOOR -I - - - - - - - - - - - - - - - - - L - - - - - - - - - - - III i31 I)LLJ — - 3/4"X11 ..__.... 13 "x11%„ LVL_ I FRAMING PLAN F- - - - _ _ _ - - - - - _ - _ - - - - " ::::: :::::::::: ::: ::..:: : . .: ::.::::: : .... ...... . .. . .... .. . ........ _. _...... . B.P. ........ ......... . ........ I I �:: r r l l I I I I I T SLAB r r i U xx I I I I N N N N U ` I EL = -3 -0„ d-I II ^ LI I I I I —� 2 1-Y4"x 1 17 " LVL REVISIONS: U N L _ _ — — B.P. I .... ®; ®�__� I 4 SLAB-ON-GRADE W ,L�I C - - - - - - -� - - C3 (2) 2x - 6x6/W2.1 xW2.1 W.W.M. ILJ LJ !'7 12 � ;i I 3: J1 J, I 1—� I L - - - - - - - - -1 I I — - - -- � CJ3 CJ3L - - - - - - - - - � 12 LJ '� SC1 I I I I I II I I 7) I � IIU I I 3 I Ir LJ I 4 -J I - - - - - - - - - - - - - - - - -I L - - - - - - - - � I I ❑ 5 i - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - =;1 �-P. I i I I I li i I � 1 1 I I I -.-........,_.................._:__�.-:...:..a T .....�.,..... . I;.-_:.,..,,,..::-::,'::-..._.__�::::-:'::...::::-:-:.-'I f:—::1::a-:'....__.....:.—:,-_-:-:.-:..—_—..____-_.....,:::.__._,..._-.—___• I I p 6 i I I I I 1 1 I I i - - - - L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� r3 I I 7) I j I j j l PROJECT No: 2024-85 c� _X I OI 1 I I I N _� C LJ 04 07 2025 I ! N I I z— J1 / J1 j I DATE: I - - - - `� I B.P. I IZ CJ3 CJ3 i SCALE: AS NOTED - - - - - - - rL C - - - - �j r,l I I I I DRAWN BY: CAC ; LJI II I � i i I CHECKED BY: AT I I I B.P. i L- - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - -� U r� 12 r� SHEET: JOIST SCHEDULE CEILING JOIST SCHEDULE COLUMN SCHEDULE FIRST FLOOR FRAMING PLAN MARK SIZE & SPACING MARK SIZE & SPACING MARK SIZE S-100 SCALE: 1/4" = 1'-0" J1 9Y2" 230 TJI CAD 16" O.C. CJ1 2x8 CAD 16" O.C. C2 (2) 2x6 S - 100 NOTES: 1. 0'-0" DATUM LOCATED AT TOP OF FINISHED FLOOR AT THIS LOCATION. [77J2 117/8" 560 TJI ® 16" O.C. CJ2 2x10 @ 16" O.C. C3 (3) 2x6 CJ3 2x12 ® 16" O.C. C4 (4) 2x6 SC1 HSS4x4x!X6" SC2 HSS5x5x%" SC3 HSS10x5x5/6» B-SCAN DWG 05 OF 13 PROVISIONS -- ............ ............................_..._................................................ _ ©REILLY TARANTINO ENGINEERING THESE ARE THE RAWINGS ' EXCLUSIVEDPROPERTY F REILLY TARANTINO ENGINEERING, P.C. NO E ' I DESIGNS OR IDEAS CONTAINED _..___._ _ _.._......__.--_-...__........._..._._..____-...._._.......__.__ H E ANY ___.-.__-__-___....................._-----__........ _.__..__ - _ .____.....__--..-._....__..._.__-_-_____ __...__..__.__..... _ - _. _....----___............. ____.._...._-..-------._................_. ......__........--.-...__-------.._.___. FOR A ---------- PURPOSE OTHER THAN THIS -? PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO I l ENGINEERING P.C. C3C3 ® _..._................__._I. _._—........_ ..__ _ __ __ __...... ® 3 C I _..............._. ................. J x (2) 2x12 (2) 2x1:? (3) 1314x117i�" LVL I I > i 1 i - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ —___ ......... (2) 3/4„x 17i�" LVL + y2"x11Y2 STL. PL. , N : .._.........__.............._. ._._.._......___._............. E CJ2 I 2 FLITCH BEAM — -- _..— �... _ _ _ C = — - - _ - - ; 2 W14x30 — C2 W10x17 C3 '�"" _ �..__ _= — — SC x — — — — e L _s x I C3 1 N = REILLY, *TARANTINO ; � T N .. ..IT..�..._`— (2) 2x12 1 (2) 2x 12 (2) 2x 12 1 (2) 2x 12 i v I ! = i =I = _ _ _ = i i = ® ; x x I C3 N N I N N I c1 + _ — — -- — — — — — _ ... — --- �' l I C3 __............... - - - - - - - - - I I I ; :===::;::::= : I I 0. REILLY TARANTINO ENGINEERING C3 I I J I 2x10 ®16" O.C. N CJ1 N i 1 = 1000 Park Blvd., Suite 209 i FALSE RAFTERS _ _ _ — Massapequa Park, NY 11762 = I N S- cT � - - - - _ � = _ 631 724-7888 CJ2 2x10 @16" O.C. I � I `� x _ + 4-- x FALSE RAFTERS 7X I C3 �m c1 � _ - - - _ L1 + =I i - - - - - - - - ......_-....-..-. J c l I I I = Email: J _ _ _ _ _ info®reiIlytorantino.com cI -I _ -_ - - - I-- -I- = i i _ X :— ._—..............__..-...- -.:- N •— I i , 11_ G3 ' C3 N N I X I v = -I- - - - - - -_ - - SEAL: I I I I _ .-� N 3f f:. SC1 N » N ...................... ................ --- ............................... �- SC f ::::::::::.- :::::: I —.... ; ; ................ ® ............ _ �._------ ----� 2 2x12 (2) 2x12 — .........—_—:- � ., � � ;�� ...... _._...............W ;SC3 .......................... L_ -_I - - - - I- l_ C3 W12x40 SC W10x22 — — _ — C �y i > R1 Xry A X B ROOF JOIST i I— =� = = - - - L �— = N CJ1 _ _ I I I ,� CJ1 EL — 9 0% I -i I i C3 Ei O 2x1 2 1 x11 ( , ( ) 3/ LVL .. 2 ®2 N I {fI \J i E ( I �— ' j EXPIRATION DATE: 05/31/27 :._._-------------------------_._------_� :: is CJ3 C3 C3 z CJ1 f ; ----------- :.. _ ROOF JOIST N 9 ®i i 9I N x N I x N X PROJECT: it r— wx .-. N J 2 - N > B/CEILING JOIST v N (2) > ................ P ( � Sys _j _ 2x 12 x x ! 5 Bridge g Lane, �i 2 000 B e GJ1 X Z GJ, ? ` Cutcho ue NY x C3 ` i C3 �t ..i g N' i .......... ...................................... .... i� C3 is CJ3 CJ 1 ' I 3 C 3 BP I is i _._.......-.-. TITLE is � II ( (2) 13/4"x 11%" LVL 7 r, (2) 1 3 4"x 11� LVL ( ? 2 1-"x117 " LVL _. _., _'._ . ,.____...........__.----.___..............___.__ 1 4 x 1 1/$ LVL C3 ATT I C FLAT j C3 C3 is C ROOF FRAMING is � --` 3 > B/CEILING JOIST R1 ? N I —' B/CEILING JOIST X PLAN EL = 9'—Orr ` ax x EL = 9r-05�" xx x N B ROOF JOIST �z�C3 EL 91-0%pt Pit ; x C3 C3 CN B/CEILING JOIST u (2) 1%4 x1 1/� LVL B/ROOF JOIST ® EL — 12 —0 _... I I;:::.:: REVISIONS X CJ1 r. CJ1 � :. i' EL — 9'-05i'" • h I � •— I _............. ........ C3 u ; R i j CJ 1 CJ 1 i (3) 1314"x 1 1%" LVL !I ' i C3 ii C3 i i iE ; i I N i —' C3 i i ; , i; n i ` is .. ................................. . .......................•.................................................... j. ; I E is 6 I"C3 ; >, i I ' 1 CJ 1 GJ 1 `........... .............. :.::.:. `. PROJECT ....................................................._................................................................... .............. ....-......................... o: 2024-85 x �x':. DATE: 04/07/2025 NI C3 SCALE: D r.,..•� 3' i4 DRAWN BY: CAC I Ij i� 2) 2x 12 C.._ ® NECKED BY AT ...._.._.___._.,_____.._ ...._...____.._....._ __----._:.______.__._ —_._ .__._------_..__...----___-___............_ _------ ATTIC & FLAT ROOF FRAMING PLAN...... _ JOIST SCHEDULE CEILING JOIST SCHEDULE ROOF RAFTER SCHEDULE COLUMN SCHEDULE 1 S-101 SCALE: 1/4" = 1'—O" MARK SIZE & SPACING MARK SIZE & SPACING MARK SIZE & SPACING MARK SIZE SHEET: J1 9Y2" 230 TJI @ 16" O.C. CJ1 2x8 @ 16" O.C. R1 2x12 @ 16" O.C. C2 (2) 2x6 J2 11%" 560 TJI ® 16" O.C. CJ2 2x10 @ 16" O.C. C3 (3) 2x6 CJ3 2x12 ® 16" O.C. C4 (4) 2x6 S - 101 SC1 HSS4x4X!yl 6" SC2 HSS5x5x%" SC3 HSS10x5X5/'6" B—SCAN DWG 06 OF 13 PROVISIONS ©REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY F TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN ————-------------------------—------------------- —-------------........... —--------—---__--—__ PERMISSION OF REILLY TARANTINO ---------- —-—----------------------------------------- ----------___________""_._ ——-—-—--—---------_-----_-------------- ---_---------_ ---------- —------------------- -—-------------- ENGINEERING P.C. --_--_-------- ----—-----____........ 2x12 RAFTER 2x12 RAFTER --—----------- ----------....... ---——------------------------------ TRW S T1 —------------------ All _j C3 R1-------------- LJLJL---------------- LJ R1 --——---- ........................... .......—-----............................. —------.......... 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LJ < SEE S-101 fy ----------------------.............------—------- ------ ------------------- .................... --------.-....-R1 - _. ............ .......... R1 _7 0 L------ J L-------------------�- -------------------- x r__j L_ --------------------------------------- ----------------!j EXPIRATION DATE: 05/31/27 .................. F -1 r V) I I I I I L_j ................_-_ ........- 0 Ld R 1 z z R1 0 r-------- L�--------- --------------------- ---------------------------j LJ F------------------------ FLAT ROOF\ ---------- ------ ---------- PROJECT: 2x12 RAFTER 2x12 RAFTER SEE S-101 .............. Of- Z) ----------- Z) - Of ------- . .................- 5000 Bridge Lane -------—-- r------------------------ -------- ------ - L---- --I -------------------------------------- Cutchogue, NY _Lj ------- 0 z _j ................... ........... R1 R1 jf >1 Lj ;7 r---------------- ............. L--------------- ................... TITLE: ..................................... r-y R 1 PITCHED ROOF I I L----------J I IL-------------------------------------- L------------------------J1 1 IL LI -------------------- L_ L FRAMING PLAN _j L----------------------- LJ r-------------------------------------- .............. FLAT ROOF\ 1-Y4"xll%" LVL NON-STRUCTURAL RIDGE SEE S-101 LJ Of- REVISIONS: r----------------J : F------I -------- r--------i _j --------------- _j L__ J L------ r----------- -Li F -1 F F-PI I F FLAT ROOF\ ----------- SEE S-101 R1 (f) R1 z IL------J I I L---------------------i I 0 L------- ............................... ................................. 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PROJECT No: 2024-85 ........................................................... ................. .............................. If ............................................................. .......................... ................................................................. ........................ DATE: 04/07/2025 .................................................................................................................................................. ................................................ .............................................................................................................. R1 R1 ............. ............................ SCALE: AS NOTED _r -------------- I __1 r-L--------------- DRAWN BY: CAC r CHECKED BY: AT 202 RAFTER 2x1 2 RAFTER L------------------------------------ L---- J L-----------j IL-------------------- ------------------- --------------------JI PITCHED ROOF FRAMING PLAN TRUSS SCHEDULE ROOF RAFTER SCHEDULE COLUMN SCHEDULE SHEET: SCALE: 1/4" 1'-0" MARK RAFTER SIZE COLLAR TIE SIZE REMARKS MARK SIZE & SPACING MARK SIZE T1 (3) 1-Y4"xl 1%" LVL %"0 STEEL ROD N R1 202 @ 16" O.C. C2 (2) 2x6 — S _ 1 0 2 C3 (3) 2x6 C4 (4) 2x6 Sci HSS4x40f 6" SC2 HSS5x5x%n SC3 HSS10x5x-5jr," B-SCAN DWG 07 OF 13 PROVISIONS ©REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE I EXCLUSIVE PROPERTY OF REILLY i TARANTINO ENGINEERING, P.C. NO I DESIGNS OR IDEAS CONTAINED --._..... ._ __...... _ _- HEREIN ARE TO SED NY _ _........._._........ _....._.__....._..__............._...._.__ I - _.__ __..__-_-. _...-_.__....._.._..........._..._-__.............___._ I I1_.._...............__............._._._____ _ _____......_..._ _...._.___.._.......__........ _ ____ _.... _..__.._.__.......__.._..........__ __... __ . _� PURPOSE OTHERUTHAN TOHISA 1-I 1 I ......... PROJECT WITHOUT THE WRITTEN I I I PERMISSION OF I I REILLY TARANTINO I I ENGINEERING P.C. I � I I ( I I € I -----------...._......... . -.-_..---------..__-.----................_.............._ ....__.____......___......._.._._..__..._-.._...__.__......_..__..-._..................__..__........_.._......__-....._.......... _.............._......____-._....,......................................... .................................. _. ! --µ I � f I I IH ! i i i € I! ! i i! € I i ! 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N ; -� 1J _ _ _ _ = L1 � - - - SEAL: - - - - i819 i s I.................. .............................................. ........__. ............ .......-------................----. !........... _..._..__.... ............ .._............___..u..ss.........� C3 ........_ �,.: : _..I ,: ....,. . c is i ::.---_---....-�,.....--.�-.-��;; ;::-:.: € ."..::::._--.:.; BWL2-C �" _.... ......_......__. ___._...........1 ,.... 1' 1 W12x40 SC2 �. W10x22 I - - - - - 0 is I I ° i �N - O IE I i'` SIMPSON HDU6ico � _ _ _ _ _ � _ i Ln f ' L I- -- - - -� SIMPSON HD -6 T- 3-C BWL =_-- _. 14 -10Ys i 8 -II » SIM SON HDU-6 SIMPSON HDU-6 I :: 25'-1Y4" i ! " EXPIRATION DATE: 05/31/27 BJL1-B I a I € , I 1 I 00 SIMPSON HDU-6 I PROJECT: II N I 14'-11Ys" 4'-6Y8" BWL3-B - I SIMPSON HDU-6 5000 Bridge Lane, i Cutchog ue, NY I! LO I !, ' ' I E! 1i „ ".............__ 1{ � ' i 'I I TITLE: Ico II :: is I in , ! i r I li i E r � ...................._............_.............".".........................._..... ....... _. BWL2 B --_ . ... _. _..........�.,,...._......_.. - - FIRST FLOOR ,: 1! it I 678 f33/4" -33/4 -4Y2' �I BRACED WALL PLAN f jl I M I 3i 3! it ii iE IE ^ EE r. 1 I i� ii ii €! N f I REVISIONS: i�l o i ! Y i; I , v : ........................................... ,,...u,..,:.......:W:....,.,....,.,,,,,,a,.,,_....,.e. I! i I 1 I! O :-.. --....__-._._........ is ! I I I I {i 3i li it 1 I 3 is � 11 w r i; 1 \ d- r3 I co O r'7 i is 1 SIMPSON HDU SIMPSON HDU-6 I 4 'n Ln 1 'I ( ...............-...... i i0s ......................_...............!i.;i .......................................i ; 'I!! Ii t i I " 6 n IMPSON HDU-6 SIMPSON HDU BWL2-A . . : : ::: _ - :::::::::::::::::::::::::::::::. :::::::::::::::::::....:.:..::::: .::::::- ............. ...............:- : : ::: :8t ....................... ............. :::: -2/4 ...... . ........8' ............... I8,-23/4„........................... i �i ..:�� ii .:::...::.�� li i I ........................... BWL3-1 PROJECT I ! ECT N I Bw 2 0 2024 85 i BWL2-1 BWL2-2 I` (.. DATE: 07 2025 -": _. ... - SCALE: AS NOTED DRAWN BY: CAC I SIMPSON HDU-6 SIMPSON' HDU-6 ¢ I I I j I li - ¢ COLUMN SCHEDULE BWL1-A - - _ :::_ - -----........_. - CHECKED BY: AT MARK SIZE BRACED WALL MIN. LENGTH ADJUSTMENT FACTORS ADJUSTED MIN. BRACING LENGTH 80 ......... .........._._......._................._._......._.__.._........._...__........._..__.._..._.._... __.-..,_, __ ....._...............______..-...,.,..____._ � WIND SPEED 0 LB. HOLD BLOCKING I 8'-23/4„ 8'-27/s„ I C2 (2) 2x6 (MPH) BRACED EWALL LINE SPACING METHOD REQ'D 602.103 LENGTH LINE PROVIDED (FT.) (1) (FT,) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT e. NUMBER OF FT ) (�) DOWN (Y/N) NEEDED (Y/N) C3 (3) 2x6 BWL S ( I'llt,1 A A C4 (4) 2x6 126 BWL 1-1 16'-6" CS-WSP 3'-4" 1.2 1.3 1.05 1.0 5'-5" 25'-101�" N Y SC1 HSS4x4x�Yis" 126 BWL1-2 16'-6" CS-WSP 3'-4" 1.2 1.3 1.05 1.0 5'-5" 17'-410 N Y 1 ATTIC & FLAT ROOF FRAMING PLAN SC2 HSS5x5x%" 126 BWL1-A 21'-1" CS-WSP 4'-3" 1.2 1.3 1.05 1.3 9'-1" 16'-55/s" N Y SCALE: 1/4" = 1'-0" SC3 HSS 10x5x'%s " 126 BWL1-B 34'-8" CS-WSP 6'-9" 1.2 1.3 1.05 1.3 14'-4" 25'-1Y4" N Y SHEET: 126 BWL1-C 13'-7" CS-WSP 3'-1" 1.2 1.3 1.05 1.3 6'-6" 13'-9%po N Y 126 BWL2-1 68'-O" CS-WSP 3'-3" 1.2 1.3 1.05 1.0 5'-4" 18'-1%11 N Y S - 200 126 BWL2-2 68'-0" CS-WSP 3'-3" 1.2 1.3 1.05 1.0 5'-4" 15'-23/4" N Y 126 BWL2-A 8'-1" CS-WSP 2'-6" 1.2 1.3 1.05 1.45 6'-O" 16'-5Y" N Y 126 BWL2-B 19'-9" CS-WSP 4'-0" 1.2 1.3 1.05 1.45 9'-6" 15'-2%" N Y 126 BWL2-C 22'-911 MF 4'-7" 1.2 1.3 1.05 1.45 10'-10" - N Y 126 BWL2-D 11'-O" MF 2'-8" 1.2 1.3 1.05 1.45 6'-4" - N Y B-SCAN 126 BWL3-1 13'-6" CS-WSP 3'-1" 1.2 1.3 1.05 1.0 5'-0" 27'-10Y4" N Y 126 BWL3-2 13'-6" CS-PF 3'-1" 1.2 1.3 1.05 1.0 5'-0" 17'-2" N Y 126 BWL3-A 13'-2" CS-WSP 3'-0" 1.2 1.3 1.05 1.45 7'-2" 16'-55112" N Y 126 BWL3-B 17'-4" GB 7'-5" 1.2 1.3 1.05 1.45 17'-8" 19'-5X" N Y 126 BWL3-C 17'-8" GB 7'-7" 1.2 1.3 1.05 1.45 1 W-0;' 23'-0Y4," N Y DWG Qg OF 13 126 BWL3-D 13'-6" CS-PF 3'-1" 1.2 1.3 1.05 1.45 7 -3 7 -7Y4 N Y (2) 13Y4"x11 LVL PROVISIONS ©REILLY TARANTINO ENGINEERING ------------- --------------------------------------------------------------------------------------------------------------------------------------------------- B GABLE RIDGE ------------ = 6 -6 THESE DRAWINGS ARE THE EL 2 EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. � A k 1 /0 REILLYtTARANTINO ENGINEERING F� s REILLY TARANTINO ENGINEERING a o B/COLLAR TIE ROD 1000 Park Blvd., Suite 209 -------------------------- EL = 14 -0 Massapequa Park, NY 11762 3K"O STEEL ROD (631 ) 724-7888 COLLAR TIE FASTENER COLLAR TIE FALSE FASTENER COLLAR TIE FASTENER Email: N info@reillytorantino.com 2x8 016" O.C. B/CEILING JOIST EL = 11'-O%" 2x6 LOAD-BEARING (2) 2x12 HEADER W12x35 AT STUD WALL Ly SEAL: 1 TRUSS T1 SECTION y 0 5-300 SCALE: 1/2" = 1'-0" EXPIRATION DATE: 05/31/27 PROJECT: 5000 Bridge Lane, Cutchogue, NY TITLE: FRAMING SECTION REVISIONS: Z1 A 3 5 PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 300 B—SCAN DWG 09 OF 13 STL. BEAM 2x CONT. TOP PL. W/ (2) Y2" PROVISIONS STEEL BEAM BOLTS @ 24" O.C. _j� (SEE PLAN) T/GONG. WALL 0 -) ©REILLY TARANTINO ENGINEERING �4"0 THRU BOLT v Uj BASE PLATE Y" STIFF. T_ EACH w z SIDE OF WEB C� 18 O.C. v (SEE TABLE STAGGERED w T/FINISH `) ) 10' THESE DRAWINGS ARE THE -/r9�10 = 1" GROUT FLOOR - � 2' 3" ' EXCLUSIVE PROPERTY OF REILLY Y2" STIFF. R EACH T/GONG. w NON—SHRINK N T DRATINO ESNGN OR ENGINEERING, CONTAINED NED 0 CAP �' SIDE OF WEB c� I ( I I cn %" BEARING I HEREIN ARE TO BE USED FOR ANY I I 3/4" A325 BOLTS I I PLATE z - PURPOSE OTHER THAN THIS HSS STL. COL j j CAP R 2X6 CONT. TOP PL. W/ (2) II PERMISSION PROJECT WITHOUT THE WRITTEN HSS I I PACK STL Y2 . BEAM W/ " BOLTS ® 24" O.C. CONCRETE ao 4-3/4 O ANCHOR �' J NGINOEERINGL P.0 RANTING STL. COL. (2) 13X"X 9Y4" M.L. EA. SIDE FDN WALL BOLTS SECTION (4) 13/is"0 HOLE BEAM WIDTH HSS COL. + 4" TYPICAL COLUMN BASE PLATE DETAIL (SEE CHART) (SEE PLAN FOR SIZE) TYPICAL BEAM TO HSS COLUMN BASE PLATE # (BPS) 1 CONNECTION DETAIL 2 STEEL BEAM PACKING DETAIL 3 TYPICAL BASE PLATE ANCHOR DETAIL 4 (THICKNESS S-600 SCALE: N.T.S. —600 SCALE: N.T.S. S-600 SCALE: N.T.S. 5-600 SCALE: 1" = 1'-0" PDPAT-62KP FASTENERS INSTALLED INTO EXISTING REILLYt-TARANTINO TOP FLANGE NAIL HOLES ENGINEERING NAILER ATTACHMENT PER DESIGNER STEEL HEADER THICKNESS Y4„ TO Y20' REILLY TARANTINO ENGINEERING 2Y» ® POINT PDPAT-62KP MUST 1000 Park Blvd., Suite 209 HEADER PENETRATE THROUGH THE EDGE DISTANCE THICKNESS STEEL HEADER Massapequa Park, NY 11762 (SEE NOTE #2) 3%" MAX. 631 724-7888 „ . O.C. HEAR CONNECTION TABLE �� O CROP BEAM IF 3 C (TYP ) 4 D MAX PENETRATION AREA REQUIRED DOUBLE ANGLE BE SIZE THICKNESS xOF A325N i� o Email: LENGTH -Y4 O BOLTS info®reillytorantino.com :1110- W12 X 9" 3 it W14 Y2" x 9" 4 O STEEL HEADER THICKNESS o > Y2" TO 3/4„ o_ BEAM FLANGES /T V. x BO LTS CAN BE P=0.46" MIN. BOLTS REPLACED WITH AN N FOR A36 STEEL SEAL: (SEE NOTE #1) EQUIVALENT WELD TO THE M WEB HEADER P=0.36" MIN. ANGLE (SEE NOTES THICKNESS FOR A572 OR A992 STEEL 0� #1 AND #2) Fa � SIMPSON HANGER ON A 3X NAILER BEAM TYPICAL SHEAR CONNECTION DETAIL_ 6 BE WEB PENETRATION 7 (ITS, MIT SIMILAR) SIMPSON HANGER ON STEEL HEADER WITH $ POWER—ACTUATED FASTENERS (MIT AND BA SIMILAR) ; 5 —600 SCALE: N.T.S. 5-600 SCALE: N.T.S. 5-600 SCALE: N.T.S. NOTES: NOTES: —600 SCALE: N.T.S. 1. PENETRATIONS SHALL NOT BE THROUGH THE BEAMS 1. SEE THE SHEAR CONNECTION TABLE FOR THE ANGLE SIZE, BOLT TYPE, BOLT FLANGES. SIZE, ETC. NUMBER OF BOLTS IS SHOWN FOR EACH MEMBER. 2. NO BEAM PENETRATIONS WILL BE ALLOWED UNLESS SIZE & EXPIRATION DATE: 05/31/27 2. THE EDGE DISTANCE SHALL BE 1.75x BOLT 0, 1Y2" MINIMUM. LOCATION ARE SHOWN ON PLAN. 3. SHEAR CONNECTIONS ARE SUBJECT TO CHANGE DURING SHOP DRAWING REVIEW. PROJECT: 5000 Bridge Lane, Cutchogue, NY TITLE: TYPICAL STEEL D ETAI LS REVISIONS: PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 600 B—SCAN DWG 10 OF 13 FASTENING SCHEDUL_( RCC)2. 3( 1 ) ) (PER INTERNATIONAL RESIDENTIAL CODE 2020) SIMPSON CS20 CONNECTOR PROVISIONS JOINT DESCRIPTION NUMBER OF NAIL SPACING SIMPSON CS20 CONNECTOR ©REILLY TARANTINO ENGINEERING COMMON NAILS OR 2 H2A C� ROOF OR (2) H2A C� ROOF , R O O F F R A M I N G SIMPSON CS20 STRAP THESE DRAWINGS ARE THE 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO 2" x 4" CRIPPLE ® 16" O.C. WRAPPED EXCLUSIVE PROPERTY OF REILLY TOP PLATE 3-8d TOE NAIL STUDS @ 16" O.C. AROUND DOUBLE 2x6 TARANTINO ENGINEERING, P.C. NO SILL PLATE DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAILSIMPSON CS16 CONNECTOR (7) 8d NAILS PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3-16d FACE NAIL " " " PERMISSION OF REILLY TARANTINO OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND DOUBLE TOP PLATE WASHERS& NUT ENGINEERING P.C. TABLE R802.5.1(9)] (4) 10d NAILS 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL 2X4 FASTENED W/ (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) 4,-0„ X-CF C�16" O.C. TABLE R802.5.1(9)] SIMPSON CS20 CONNECTOR 01 MAX. 01 4'-0" TO 12'-0" 10 5. COLLAR TIE TO RAFTER 3-1 od FACE NAIL EACH RAFTER 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE 3-10d SIDE AND 1 TOE NAIL SIMPSON CS20 CONNECTOR ON OPPOSITE SIDE OF WRAPPED AROUND BOTTOM EACH RAFTER/TRUSS PLATE SIMPSON CS16 CONNECTOR WRAPPED AROUND BOTTOM PLATE ° 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS; OR a" ROOF RAFTER TO 2-INCH RIDGE BEAM 3-10d TOE NAIL %"0 ANCHOR BOLT ® 36" O.C. °. 2-16d END NAIL (EMBED 24" MIN.) V , W A L L F R A M I N G SEE PLAN ENGINEERING NO SPECIAL UPLIFT CONNECTORS ----._�_ 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL REQUIRED IN THIS AREA 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 2 WALL TO FOUNDATION ATTACHMENT DETAIL WALL CORNERS AT BRACED WALL PANELS 16d 16 O.C. FACE NAIL -80a ( ) SCALE: N.T.S. 10. BUILT-UP HEADER (2" TO 2" HEADER WITH Yz" SPACER) 16d 16" O.C. EACH EDGE FACE NAIL REILLY TARANTINO ENGINEERING 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL 1 HEADER TIE-DOWN DETAIL s-soo 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL SCALE: N.T.S. 1000 Park Blvd., Suite 209 FACE NAIL ON EACH Massapequa Park, NY 11762 SIDE OF END JOINT TRIPLE STUD TRIPLE STUD (631 724-7888 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d (MINIMUM 24" LAP SPLICE LENGTH EACH (2) 16d COMMON MILS (14) SDS Y4"0 x 2Y2" Email: SIDE OF END JOINT) Emal.. SCREWS NAIL infoC�?reillytarantino.com 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR (7) 8d NAILS I HEIGHT OF STUD 16d 16" O.C. FACE (20) SDS Y4"� x 2Y2 HDUS-SDS2.5 BLOCKING (NOT AT BRACED WALL PANELS) o SCREWS HOEDOWN ®e 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2-16d (2) EACH 16" O.C. HDU8-SDS2.5 HOEDOWN BLOCKING (AT BRACED WALL PANELS) FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD 4-$d TOE NAILN (2) 16d COMMON NAILS " 0 ANCHOR BOLT ® ® 6" O.C. FOR FULL 2-16d END NAIL (EMBED 24" MIN) HEIGHT OF STUD SEAL: 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL T . 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL SIMPSON CS20 STRAP 19. 1"x6" SHEATHING TO EACH BEARING 2-8d FACE NAIL C� 16" O.C. "� THRU-BOLT „ <j t7 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3-8d FACE NAIL -� 0 F L O O R F R A M I N G A (7) 8d NAILS 21. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL o r� `3 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP 8d 6" O.C. TOE NAIL x PLATE OR OTHER FRAMING BELOW .. 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL y c 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BLIND AND FACE NAIL HDU5-SDS2.5% HOEDOWN 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, ,. ' EXPIRATION DATE: 05/31/27 FACE NAIL jy 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL 20d NAIL EACH LAYER AS 3 LOAD PATH FLOOR FRAMING DIAGRAM FOLLOWS: 32 O.C. tr SCALE: N.T.S. PROJECT: 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS AT TOP AND BOTTOM AND STAGGERED 4 2-20d FACE NAIL AT ENDS FIRST FLOOR SHEAR WALL HOLD DOWN S-8aa SCALE: N.T.S. SECOND FLOOR SHEAR WALL HOLD DOWN AND AT EACH SPLICE 5 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AATT�EACH FACE JOIST N AIL NOTES.OR S-800 SCALE: N.T.S. Ol((''��10 Bridge Lane, ue, NY 29. BRIDGING TO JOIST 2-10d EACH END, TOE NAIL 1. HOLD DOWNS ARE LOCATED AT EVERY CORNER WITHOUT STL. COLUMNS. Cutcho ry 2. AT CANTILEVERED CORNERS HOLD DOWNS SHALL BE BROUGHT THROUGH y EDGES INTERMEDIAT FLOOR FRAMING AND FASTENED TO THE UNDERSIDE WITH A NUT. (INCH.) SUPPORTS 30. 3/&" - Y2" 6d (SUBFLOOR, WALL), 8d (ROOF) 6 12 31. 1%2"- 1" 8d 6 12 32. %"- 1Y4" 1 od 6 12 TITLE: OTHER EXTERIOR WAI_.L SHEATHING 33. Y2" STRUCTURAL CELLULOSIC 1Y" GALVANIZED ROOFING MAIL 3 6 FIBERBOARD SHEATHING 34. 2;�2" STRUCTURAL CELLULOSIC 1%"' GALVANIZED ROOFING NAIL 3 6 TYPICAL WOOD FIBERBOARD SHEATHING D ETA) LS 35. Y2" GYPSUM SHEATHING 1Y2" GALVANIZED ROOFING NAIL 7 7 36. YZ" GYPSUM SHEATHING 13/4" GALVANIZED ROOFING NAIL 7 7 WOOD STRUCTURAL PANEL.S, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 37. -Y4" AND LESS 8d 6 12 REVISIONS: 38. 7/"- 1" 8d 6 12 39. 1,Ya"-1Y4" 10d 6 12 *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES R602. 3Q)j (PER INTERNATIONAL RESIDENTIAL CODE 2015) 5 PANEL NAIL ULTIMATE DESIGN MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MAXIMUM SPACING WIND SPEED (mph) STRUCTURAL NOMINAL PANEL WALL STUD WIND EXPOSURE PANEL SPAN THICKNESS(in) SPACING(in) EDGES FIELD CATEGORY PROJECT No: SIZE PENETRATION(in) RATING ("O.C.) ("O.C.) B C D 2024-85 6d 1.5 24/0 16 6 12 140 115 110 8d 1.75 24/16 7/s 16 6 12 170 140 1 M DATE: 04/07/2025 24 6 12 140 115 110 10d**l 1.5 24/0 16 6 1 12 140 115 110 **FASTENERS FOR ZIP SYSTEM. SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 800 B-SCAN DWG 11 OF 13 a s .11 cm In 0 RIES Dlr_31 � A C; () D OF NEW Y () p R A� 1 , WAI H 11M Ez, 7 PROVISIONS BRACED WALL NOTES CONTINUOUS RIM FULL-HEIGHT BLOCKING TABLE R602.10.1.3 @REILLY TARANTINO ENGINEERING 1 . BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH R602.10 OF THE 2015 OR BAND JOIST CONTINUOUS ALONG LENGTH SPACING OF BRACED WALL LINES THESE DRAWINGS ARE THE INTERNATIONAL RESIDENTIAL CODE. OF BRACED WALL PANEL EXCLUSIVE PROPERTY OF REILLY 2. THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. BRACED WALL LINE SPACING CRITERIA 3. BRACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED APPLICATION CONDITION BUILDING TYPE TARANTINO ENGINEERING, P.C. NO PERPENDICULAR FRAMING MAXIMUM SPACING EXCEPTION TO MAXIMUM SPACING DESIGNS OR IDEAS CONTAINED ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. WIND BRACING ULTIMATE HEREIN ARE TO BE USED FOR ANY 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE MORE PURPOSE OTHER THAN THIS THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. DESIGN WIND DETACHED, 60 FEET NONE PROJECT WITHOUT THE WRITTEN 5. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD PANEL SPEED 100 mph TOWNHOUSE PERMISSION OF REILLY TARANTINO METHOD (U.O.N.). THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN IN THICKNESS. 8d @ 6" O.C. TO < 140 mph ENGINEERING P.C. 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2015 IRC. 8d @ 6" O.C. ALONG SDC A-C DETACHED USE WIND BRACING 7. BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: ALONG BRACED BRACED WALL SDC A-B TOWNHOUSE USE WIND BRACING a. CS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL WALL PANEL PANEL SEISMIC BRACING UP TO 50 FEET WHEN LENGTH OR REQUIRED b. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME SDC C TOWNHOUSE 35 FEET BRACING PER TABLE R602.10.3(3) IS c. GB = GYPSUM BOARD ADJUSTED IN ACCORDANCE WITH 8.THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS RACED R602.10.3(4) SHOWN BELOW: BRACED WALL WALL PANEL DETACHED UP TO 35 FEET TO ALLOW FOR A SINGLE % i � -- PANEL SDC DO, D1, D2 TOWNHOUSES, 25 FEET ROOM NOT TO EXCEED 900 SQUARE FEET. s CONTINUOUSLY SHEATHED ONE-& TWO SPACING OF ALL OTHER BRACED WALL CONTINUOUSLY SHEATHED _ BRACED WALL LINE STORY ONLY LINES SHALL NOT EXCEED 25 FEET. 5j BRACED WALL LINE (3)-1 bd @ 16" O.C. ALONG BRACED JP TO 35 FEET WHEN LENGTH OF REQUIRED 3)-16d @ 16" SDC DO, D1, D2 DETACHED, 25 FEET BRACING PER TABLE R602.10.3(3) IS WALL PANEL O.C. ALONG TOWNHOUSES ADJUSTED IN ACCORDANCE WITH TABLE BRACED WALL R602.10.3(4) �� ,� ING 64 PANEL PERPENDICULAR FRAMING REILLY TARANTINO ENGINEERING ONTINUOUS RIM ZFULL HEIGHT BLOCKING RETURN Massapequa Park, NY 1 1762 OR BAND JOIST CONTINUOUS ALONG LENGTH 1000 Park Blvd., Suite 209 Massap HOLD-DOWN OF BRACED WALL PANEL PANEL RACED WALL PANEL AT DEVICE RACED WALL PANEL FIGURE R602.10.8(1) 631 724-7888 END OF BRACED WALL LINE AT END OF BRACED BRACED WALL PANEL CONNECTION WHEN WALL LINE PERPENDICULAR TO FLOOR/ CEILING FRAMING Email: END CONDITION 1 END CONDITION 2 info@reillytarantino.com CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUS ADDITIONAL FRAMING FULL- HEIGHT BRACED WALL LINE BRACED WALL LINE RIM OR END MEMBER DIRECTLY BLOCKING @ 16" O.C. JOIST ABOVE BRACED WALL ALONG BRACED PANEL WALL PANEL SEAL: 8d @ 6" O.C. ALONG \-8d @ 6" O.C. TOE NAIL (3)-8d BRACED ALONG BRACED #Y I NAILS AT E�,CH WALL PANEL WALL PANEL BLOCKING RETURN PANEL MEMBER b 48" MINIMUM BRACED '- ° \\-FIRST BRACED RACED RACED BRACED WALLL LINE WALL PANEL END OF *SEE REQUIREMENTS WALL PANEL WALL BRACED WALL PANEL EXPIRATION DATE: 05/31/27 WALL PANEL END CONDITION 3 END CONDITION 4 PANEL REQUIREMENTS (3)-1 bd @ 16" O.C. 3}-1 bd @ ' CONTINUOUSLY SHEATHED _ (3)-16d @ 16" ALONG BRACED EACH BRACED WALL LINE RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH O.C. ALONG WALL PANEL BLOCKING PROJECT: WOOD STRUCTURAL PANELS BRACED WALL MEMBER 32" FOR BRACED WALL LINES SHEATHED WITH PANEL STRUCTURAL FIBERBOARD 5000 Bridge Lane, DISTANCE D: 24 FOR BRACED WALL LINES SHEATHED WITH NAILS Cutchogue, NY (2j-16d @ WOOD STRUCTURAL PANELS 32" FOR BRACED WALL LINES SHEATHED WITH CONTINUOUS -\\ ADDITIONAL FRAMING EACH SIDE STRUCTURAL FIBERBOARD RIM OR END MEMBER DIRECTLY FULL- HEIGHT JOIST BELOW BRACED WALL BLOCKING @ 16" O.C. HOLD-DOWN 800lbs. CAPACITY FASTENED TO THE EDGE OF THE PANEL ALONG BRACED DEVICE: BRACED WALL PANEL CLOSEST TO THE CORNER & FIGURE R602.10.8(2) WALL PANEL TO THE FOUNDATION OR FLOOR FRAMING BELOW BRACED WALL PANEL CONNECTION WHEN TITLE: 1 PARALLEL TO FLOOR/ CEILING FRAMING k FIRST BRACED HOLD-DOWN WALL PANEL BWL A BWL B BWL C BWL A EWL B BWL C BRACE WALL DEVICE END CONDITION 5 DETAILS I FIGURE R602.10.7 J J ENDS OF BRACED WALL LINES WITH CONTINUOUS SHEATHING m x m `t Q 4' MAX. R602.10.1 .1 LENGTH OF BRACED WALL LINE: THE LENGTH OF A BRACED WALL LINE 2 2 REVISIONS: SHALL BE THE DISTANCE BETWEEN ITS ENDS. THE END OF A BRACED WALL LINE SHALL BE 4' MAX. w ;q- THE INTERSECTION WITH PERPENDICULAR BRACED WALL LINE, AN ANGLED BRACED NO BRACED WALL LINE WALL LINE AS PERMITTED IN SECTION R602.10.1.4 OR AN EXTERIOR WALL AS SHOWN IN N ROOF & FLOOR BEAR @ FIGURE R602.10.1 .1 -.-4' MAX. SAME ELEVATION 4' MAX. co2 4' MAX. z O 3 SOLD BLOCKING BETWEEN n RAFTERS ATTACHED TO TOP x ''' m NOTE: IN THE ABSENCE Q _ PLATES WITH 8d @ 6" O.C. � OF A BRACED WALL 5 ALONG LENGTH OF LINE, BWL A,B,C SHALL BRACED WALL PANEL END @ EXTERIOR WALL J FIGURE R602.10.8.2(1) � BRACED WALL PANEL CONNECTION TO TYPICAL BRACED WALL PLAN FIGURE R602.10.1 .1 m TYPICAL UPPER FLOOR BRACED WALL PLAN PERPENDICULAR RAFTERS BRACED WALL LINES PROJECT No: 2024-85 R602.10.1.2 OFFSETS ALONG A BRACED WALL LINE: EXTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET (I219mm) FROM THE DESIGNATED BRACED WALL LINE LOCATION AS SHOWN IN FIGURE R602.10.1 .1 INTERIOR WALLS USED AS BRACING SHALL BE DATE: 04/07/2025 OFFSET NOT MORE THAN 4 FEET (1219 mm) FROM A BRACED WALL LINE THROUGH THE INTERIOR OF THE BUILDING AS SHOWN IN FIGURE R602.10.1 .1 R602.10.1.3 SPACING OF BRACED WALL LINES: THE SPACING BETWEEN PARALLEL BRACED WALL LINES SHALL BE IN ACCORDANCE WITH TABLE R602.10.1 .3. INTERMEDIATE BRACED WALL LINES THROUGH THE INTERIOR OF THE BUILDING SHALL BE PERMITTED. SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 801 B—SCAN DWG 12 OF 13 PROVISIONS @REILLY TARANTINO ENGINEERING FASTENING SCHEDULE (R602.3(1)) F L O O R (PER 2020 RESIDENTIAL CODE OF NEW YORK) 24.2"SUBFLOOR TO JOIST OR CRIDER 3-16d BOX (3 2'x 0.135"); OR BLIND AND FACE NAIL THESE DRAWINGS ARE THE NUMBER &TYPE FASTENER a,b,c 25 2''PLANKS AND BEAM 3-16d BOX (3 x 2-16d COMMON (3 2'x 0.162") EXCLUSIVE PROPERTY OF REILLY DESCRIPTION OF BUILDING ELEMENTS OF SPACING & LOCATION . ( �� ; OR� AT EACH BEARING FACE NAIL TARANTINO ENGINEERING, P.C. NO 0.135") R O O F -FLOOR&ROOF) DESIGNS OR IDEAS CONTAINED l. BLOCKING BETWEEN CEILING JOISTS 4-8d BOX 2-1 bd COMMON (3 z x 0.162") TENSION STRAP PER TABLE FASTEN KING STUD (22'x 0.113") OR 3-8d HEREIN ARE TO BE USED FOR ANY 0 0 0 0 602.10.6.4 (ON OPPOSITE o 0 0 o TO HEADER WITH OR RAFTERS TO TOP PLATE COMMON (2 2'x 0.131") OR TOE NAIL 26.BAND OR RIM JOIST TO JOIST 3-16d COMMON (32'x 0.162") AT EACH BEARING FACE NAIL PURPOSE OTHER THAN THIS 1 Od BOX 3"x 0.128"); OR 4-10 BOX (3"x 0.128"), ORPROJECT SIDE OF SHEATHING) o (6) 16D SINKERS - x 0.131"NAILS( 4-3"x o.13t"NA1Ls; OR' PERMISSION WITHOUT THE -3 TARANTINO ° " o ' ° 2. CEILING JOIST TO TOP PLATE 4-8d BOX (2 2'x 0.1 13") OR 3-8d PER JOIST,TOE NAIL 4-3"x 14ga.STAPLES -7-" ENGINEERING P.C. WN 0 0 0 0 0 COMMON (2 2'x 0.131") OR 27. BUILT-UP GIRDERS AND BEAMS, OdOCOMMON (4"x 0.192"); OR NAIL EACH LAYER AS FOLLOWS: CONTINUOUSLY SHEATHED ° 3-1Od BOX (3"x0.128"); OR 0 0 0 0 �; 2"LUMBER LAYERS 32"O.G.AT TOP AND BOTTOM BRACED WALL PANEL -3"x 0.131"NAILS AND STAGGERED ° 3. CEILING JOIST NOT ATTACHED TO 4-1 Od BOX (3"x 0.128") OR 1 Od BOX (3"x 0.128"); OR A A & o %, %; . ' 1 MEETING MIN. LENGTH %` ° 0 MIN. 3"xl 1/ NET HEADER STEEL HEADER PROHIBITED IF j : o 0 0 o PARALLEL RAFTER, LAPS OVER 3-16d COMMON (3 2"x 0.162") FACE NAIL 3"x 0.131"NAILS BOTTOM STAGGERED ON ° SPACER IS USED, PLACE ON BACK-SIDE OF HEADER REQUIREMENTS OF TABLE o 0 o O ° PARTITIONS [SEE SECTIONS R802.5.2 ANDOR 4-3"x0.131"NAILS OPPOSITE SIDES ° ,, . ' R602.10.5 ' 0 TABLE R802.52) 28. LEDGER STRIP SUPPORTING 4-16d BOX (3 2'x 0.135") A A A A o „u„o, �, 0 0 0 0 0 JOISTS OR RAFTERS 1 NAIL -° 4. CEILING JOIST ATTACHED TO 3-1 bd COMMON (3 z'x 0.162"), ° ° PARALLEL RAFTER (HEEL JOINT) [SEE PER TABLE FACE NAIL OR 4-1 Od BOX (3" (0.128"); OR ° ° ° ., FASTEN SHEATHING TO HEADER WITH 8D COMMON OR IF NEEDED, PANEL SPLICE EDGES ° FASTEN TOP PLATE TO R802.5.2 SECTIONS R802.5.2 AND TABLE R802.5.2) ) 4-3"x 0.131"NAILS ° ° GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN SHALL OCCUR OVER & BE NAILED 0 HEADER WITH TWO 5. COLLAR TIE TO RAFTER, FACE NAIL 4-Lod BOX 3"x 0.128") OR 29. BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX 3 x 0.128" OR EACH END,TOE NAIL 00 0 TO COMMON BLOCKING WITHIN ° ROWS OF 16D SINKER OR 1 1"x 20 ga. RIDGE STRAP TO RAFTER 3-1 COMMON (3"x 0.148") FACE NAIL 2-8d COMMON (22'x)0.131", 0 0 0 THE MIDDLE 24" OF THE o NAILS AT 3" O.C. TYP. / ( ) OR 4-3"x 0.131"NAILS EACH RAFTER OR 2-3"x 0.131") NAILS 00 o HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON PORTAL-LEG HEIGHT. ONE ROW o 6. RAFTER OR ROOF TRUSS TO PLATE 3-1 bd BOX (32'x 0.135") OR & AJ 3-1 Od COMMON (3"x 0.148") TOE NAIL ON OPPOSITE SIDE SPACING OF FASTENERS 0 0 0 0 BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING OF 3" O.C. NAILING IS REQUIRED o o OF EACH RAFTER/TRUSS NUMBER &TYPE "` IN EACH PANEL EDGE o ° OR 4-33 'x 0.1 NAILS 0 0 0 0 � DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c REILLY 4-1 bd (3�'x 0.135") OR TOE NAIL EDGES INTERMEDIATE 0 0 0 0 0 ° OR HIP RAFTERS; OR ROOF RAFTER TO 3-1 Od COMMON (3"x 0.148") INCH. SUPPORTS ENGINEERING MINIMUM 2-INCH RIDGE BEAM )0 0 0 0 ° o OR 4-1 Od BOX (3"x 0.128") WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF&INTERIOR WALL SHEATHING TO FRAMING & PARTICLEBOARD 00 00 o OR 4-3"x 0.131"NAILS WALL SHEATHING TO FRAMING 0 0 0 0 7„ 0 0 3-1 bd (3 2'x 0.135") OR END NAIL 30.%"_Y2' 6d COMMON (2"x 0.1 13") NAIL MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. THICK 2' ( 2 ) (SUBFLOOR,WALL ° ° ° ° ° ° ° 16 0 0 0 0 o MIN. 88 WOOD 2-16d COMMON 3 1"x 0.162" WOOD STRUCTURAL PANEL. SHEATHING WITH 8D COMMON OR STRUCTURAL PANEL OR 3-1 Od BOX (3"x0.128") 8d COMMON (2�'x0.131") NAIL 6 12 0 0 0 0 0 0 0 0 0 0 GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, o o SHEATHING OR 3-3"x 0.131"NAILS (ROOF);OR RSRS-01 (2 j'x 0.113") 0 0 0 o AND SILLS) AS SHOWN TYP. 0 0 W A L L NAIL(ROOF) 00 0 o 1 8.STUD TO STUD (NOT AT BRACED 1 24"O.C. 31•'%2- 1" 8d COMMON NAIL(2 2"x 0.131") REILLY TARANTINO ENGINEERING WALL PANELS) 6d COMMON (32 x 0.162") FACE NAIL 0 0 OR RSRS-01;(2 j'x 0.113") NAIL 6 12 0 0 0 0 0 0 1 Od BOX (3 2'x 0.135"); or 16"O.C. (ROOF) 0 0 0 o MIN. DOUBLE 2x4 POST 3"x0.131"NAILS FACE NAIL 1000 Park Blvd., Suite 209 0 0 0 o MIN. LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD). 0 0 9.STUD TO STUD AND ABUTTING STUDS I6d BOX (3 1"x 0.135") OR 12"O.C. Massapequa Park, NY 11762 00 0 o AT INTERESTING WALL CORNERS (AT 3"x 0.131"NAILS FACE NAIL 32. lY"- ly4' 10d COMMON NAIL(3"x 0.148") 0 0 0 o NUMBER OF JACK STUDS o o BRACED WALL PANELS) 16d COMMON (3 z"x 0.162"); 16"O.C. NAIL;OR 8d (22"x 0.131") 6 12 (631 ) 724-7888 0 0 0 0 PER TABLES R602J(1) & (2) 0 0 FACE NAIL DEFORMED NAIL 0 0 0 0 MIN. (2) %'0 ANCHOR BOLTS 0 010. BUILT-UP HEADER (2"TO 2" 16d COMMON (32"x 0.162") 16"O.C. EACH EDGE OTHER WALL SHEATHING Email: 0 0 0 0 HEADER WITH FACE NAIL lY"GALVANIZED ROOFING NAIL, info@reillytarantino.Com INSTALLED PER SECTION R403.1.6 WITH ) 33.Y"STRUCTURAL 3 0 0 16d BOX (3 7"x 0.135"); 12"O.C. EACH EDGE CELLULOSIC FIBERBOARD L"HEAD DIAMETER,OR 1 4'LONG 3 6 0 0 0 0 2"x2"X 16' PLATE WASHER ° o FACE NAIL SHEATHING 0 0 0 16 a.STAPLE WITH Z"OR 1" 0 0 11. CONTINUOUS HEADER TO STUD 5-8d BOX (2 2'x 0.1 13"); OR TOE NAIL CROWN 15 0 0 0 4-8d COMMON (2 2'x 0.131"); 34.2/? 1/4 GALVANIZED ROOFING NAIL d ♦ ° d d 0 0 5 "STRUCTURAL 3 " :4 OR 4-1 Od BOX (3"x 0.128") CELLULOSIC FIBERBOARD 16"HEAD DIAMETER,OR 1 2"LONG 3 6 ♦' 12.TOP PLATE TO TOP PLATE 16d COMMON (3-"x 0.162" 16"O.C. FACE NAIL SHEATHING L„ 1 $ .4 4. ♦ • did •• • ,..� d" ♦ • _ 2 ) 16 a.STAPLE WITH-7-"OR 1" • •d d •' ♦ d •• A • 'd ♦.. CROWN d d lOd BOX (3"X 0.128"); OR 12"O.C. FACE NAIL 35.y"GYPSUM SHEATHING ly'GALVANIZED ROOFING NAiL; SEAL: A. I. '.'. d c .♦ • • ' 'd 3"x0.131"NAILS i„ • d •♦. STAPLE GALVANIZED, 1 LONG 1 7 7 d , _ ♦ • .. a •' ` • d; d ° 13. DOUBLE TOP PLATE SPLICE -16d COMMON (3 2'X 0.162"); FACE NAIL ON EA H SIDE OF a"SCREWS,TYPE W OR S • d ♦ : 1 END JOINT (MIN.24"LAP 3 R 12-16d BOX (3-L"x 0.135"); 36. "GYPSUM SHEATHING 1/"GALVANIZED ROOFING NAIL ANCHOR BOLTS PER OR 12-10d BOX (3'2x 0.128"); SPLICE LENGTH EACH SIDE OF $ STAPLE GALVANIZED, 1 L"LONG 7 7 SECTION R403.1 .6 OR 12-3"x 0.131"NAILS END JOINT) 1 'LONG 1 -"'SCREWS, OVER CONCRETE OR MASONRY BLOCK FOUNDATION 14.BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (32'x 0.162") 16"O.C. EACH EDGE TYPE W OR S BAND JOIST OR BLOCKING (NOT AT BRACED FACE NAIL WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR 4 WALL PANELS) 16d BOX (3 2'x 0.135"); OR 12"O.C. EACH EDGE UNDERLAYMENT TO FRAMING 3"x 0.131"NAILS FACE NAIL s „ 6d DEFORMED 2 x 0.120" NAIL; 15.BOTTOM PLATE TO JOIST,RIM JOIST, -16d COMMON (3 2'x 0.135"); 3 EACH 16' . . FA NAIL 37. / AND LESS ( ) BAND JOIST OR BLOCKING (AT BRACED OR 2-16d COMMON 2 EACH 16"O.C. FACE NAIL OR 8d COMMON (2 "x 0.131") 6 12 WALL PANELS) 4 EACH 16"O.C. FACE NAIL �.,,_ NAIL 3 2 x 0.162"}; OR 38./ 1" 8d COMMON (2 x 0.131") NAIL; -3"x 0.131"NAILS OR 8d DEFORMED (2 x 0.120") 6 12 16.TOP OR BOTTOM PLATE TO STUD -8d BOX (2 2'x 0.1 13"); OR TOE NAIL NAIL 1 39. lY"-1Y4' M x 4NAIL; EXPIRATION DATE: 05/31/27 -1 bd BOX (3?'x 0.;35");OR OR 8d DEFORMED (2 x 0.120") 6 12 -8d COMMON (22'x 0.131"); NAIL R 4-1 Od BOX (3"x 0.128"); OR 3-3"x 0.131"NAILS WOOD STRUCTURAL PANEL NAIL SOLE PLATE 2 FRAMING ANCHORS 3-16d BOX (32'x0.13s");OR END NAIL REQUIREMENTS FOR WOOD STRUCl"URAL PANEL WALL ( ) / NAIL SOLE PLATE 1 SHEATHING TO TOP OF TO JOIST PER 7_-lbd COMMON(32'x0.162"); SHEATHING USED TO RESIST WIND PRESSURES (R602.3(3i) APPLIED ACROSS SHEATHING / TO JOIST PER OR 3-1 Od BOX 3"x o.128" ; OR PROJECT: BAND OR RIM JOSIT TABLE R602.3 1 JOINT WITH A CAPACITY OF °' ( } (2020 RESIDENTIAL CODE OF NEW YORK) r O - � / TABLE R602.3 1 -3"x 0.131"NAILS ULTIMATE DEsI7 %,° ( ) MINIMUM NAIL MIN.WOOD PANEL NAIL ," � ;.. MIN.NOMINAL MAX. 670 Ibs IN THE HORIZONTAL ,`" e 17.TOP PLATES, LAPS AT CORNERS AND 3-1 Od BOX 3 x 0.128" OR FACE NAIL STRUCTURAL WIND SPEED (mph) ( ) PANEL WALL STUD SPACING E ,/ :" j" ,� ;i ",� INTERSECTIONS 1 PANEL SPAN WIND EXPOSURE AND VERTICAL DIRECTIONS 2-16d COMMON (32'x0.162") THICKNESS(in) SPACING(in) EDGES FIELD CATEGORY DR 3-3"x 0.131"NAILS SIZE PENETRATION(in) RATING ("O.C.) ("O.C.) B C D 5000 Bridge Lane 18. 1"BRACE TO EACH STUD AND PLATE 3-8d BOX 2="x 0.1 1 x .1 FACE NAIL bd 1.5 ATIN % 16 6 12 140 1 15 1 10 ( 2 ) COMMON (2.0"x Cutcho ue, NY 2-8d COMMON (2 2"x 0.131") g OR 2-1 Od BOX (3"x 0.128"); OR 0.113") 2 STAPLES, 1 2 19. 1 'x6"SHEATHING TO EACH BEARING 3-8d BOX 2="x 0.1 13" OR FACE NAIL 8d 1.75 24/16 %6 ( z ) 16 6 12 170 140 135 COMMON 2-8d COMMON (2 2'x 0.131") (2 5"x WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR OR 2-1 Od BOX (3"x 0.128"); OR 24 6 12 140 115 110 RIM JOSIT 2 STAPLES, 1"CROWN, 16 ga., 0.131") OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 1 4"LONG TITLE: (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 20. 1 'X8°AND WIDER SHEATHING TO -8d BOX (22x0.113") OR FACE NAIL EACH BEARING 3-8d COMMON (2 2'x 0.131") OR A LE BOX CROWN, N, 16); OR BRACE WALL ATTACHED SHEATHING 3 STAPLES, 1"CROWN, 16 ga., TO BAND OR RIM JOIST 2 q'LONG DETAILS WITH 8D COMMON '/�� "� 'HIDER THAN 1" x 8" WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO JOIST NAILS @ 3" O.C. TOP & % TO 11 ^ 8D BOX (2 2' x 0 131"); OR ,:: .. NAIL SOLE PLATE SHEATHING TO TOP OF PER TABLE R602.3(l) BOTTOM j:" 3-8D COMMON (2 2' x 0.131"); " ",, JOIST PER TABLE �DR 3-1 Od Box (3° x 0.128°); OR BAND OR RIM JOSIT OilR602.3(1) T STAPLES, 1"CROWN, 16 ga., LONG a y " 21.JOIST TO SILL,TOP PLATE OR GIRDER 4-8D COMMON (2 12,' x)0.1131"); TOE NAIL REVISIONS: O 3-lOd R BOX (3"x 8„ ,0.12 ) OR Ad ,� ` �= � -3"x 0.131"NAILS 22.RIM JOIST,BAND JOIST,OR BLOCKING 8d BOX (2 2"x 0.1 13") 4"O.C.TOE NAIL 1 TO SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) d COMMON (2 2'xo.131"); OR WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND O Od BOX (3"x 0.128"); OR 6"O.C.TOE NAIL_ RIM JOIST APPROVED BAND 3"x 0.131"NAILS 2 23. 1"X6"SUBFLOOR OR LESS TO EACH JOIST 3-8D BOX (2 2' x 0.1 13"); OR FACE NAIL OR RIM JOSIT 2-8D COMMON (2 1 x OVER RAISED WOOD FLOOR-OVERLAP OPTION SECTION 3"x "); OR 3-Lod BOX ( (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) 0.1 0.13t31"); OR 2STAPLES, FRONT ELEVATION CROWN, 16 ga., 1 4'LONG FIGURE R602.10.6.4 METHOD CS-PF - CONTINUOUSLY SHEATHED 5 PORTAL FRAME PANEL CONSTRUCTION Q PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: LA ES;1 , CODE OF Nmw"" wl ' yo_ Pt 9- -RL -,A- (c w A" ; 11 h EEI S - 802 B-SCAN DWG 13 OF 13 P °l 70 Architect: l CURTISS ARCH,TECTURE PLLC PROJECT: James Curtiss, AIA 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 IL 5 VAR U , 0 % -1 "" N `mm" T U """k ="" I E W 518.833.0283 R I jcurtissarch@gmail.com www.curtissad.com TI"VUU PL=:%) R I FEE%& H5I Owner: NIL U � � ® ■ Joseph Leary ZONING INFORMATION & APPROVALS 5000 Bridge Lane ■ 01111' ' 5 04 FILEIRE SITE PLAN BASED ON SURVEY BY: Cutchogue, NY 11935 %J %JTM# M MU ■ U ® DATEDn10 3NATHAN F 0230RUPIN III,DATED ND SURVEYOR ,�\�S4°2�r'O Structural Engineer: 5000 BRIDGE LANE Reilly Tarantino Engineering DRAWING LIST. CUTCHOGUE,N.Y. 11935 - �A' 1000 Park Blvd. SITE PLAN NOTES: TAX MAP#1000-84-05-4.2 Suite#209 • LICENSED LAND SURVEYOR TO PROVIDE SETBACK AND ZONING(SF):^ - ALLOWED _ EXISTING PROPOSED i TOTAL_ o �\ Massapequa Park, NY 11762 1. TITLE SHEET- SITE PLAN &ZONING INFORMATION A-001,00 FOUNDATION STAKE-OUT TO ACCURATELY LOCATE THE ZONE: R-AC 142,667 SF TOTAL; 142,667 SF TOTAL '�� 631,724.7888 2. PROJECT NOTES, RISERS, & LEGENDS A-002.00 FOUNDATION. SEE GENERAL NOTE 1 /A-001,00 LOT SIZE [3.275 ac] [3.275 ac] o 102,667 SF NET* 102.667 SF NET Site Engineer: 3. GENERAL NOTES &CONDITIONS A-003.00* • PROPOSED BUILDING DIMENSIONS ARE EXTERIOR WALL .___....... _.............. ........_._. ___..... .._.___ _ _. .-.._ ____. .__._.... __. N 4. SCHEDULES &TABLES - ENERGY CODE A-004,00 DIMENSIONS FOR ZONING PURPOSES ONLY. SEE FOUNDATION GROSS FLOOR AREA: 7,666 SF Joseph Fischetti 5. FOUNDATION PLAN A-100.00 PLAN FOR ALL FOUNDATION WALL STAKE-OUT DIMENSIONS. 1. BUILDING COVERAGE 5,83s.5 SF 5,s38.5 SF 1725 Hobart Road 6. GROUND FLOOR PLAN A-101,00 2. AREA>15'0"A.F.F.(LR) 300.3 SF 300.3 SF N.Y. 11971 • A FOUNDATION LOCATION SURVEY WILL NEED TO BE SUBMITTED TO THE TOWN 3. AREA>15'-0"A.F.F. WR �X Southold, 7. ROOF PLAN A-102.00 ( ) 303.0 SF 303.0 SF 8. BUILDING ELEVATIONS A-200.00 OF SOUTHOLD, BY A LICENSED LAND SURVEYOR, AFTER THE FOUNDATION IS "----- --'- 631.765.2954 9, BUILDING ELEVATIONS A-201,00 POURED AND PRIOR TO THE HOUSE FRAMING 6,441.8 SF 6,441.8 SF<+/ 7,666,0 SF _ _---_---_-. __.-_ _- Landscape Architect: LOT COVERAGE: 20% 10. BUILDING SECTIONS A-300.00 • REILLY TARANTINO WILL NEED TO BE INFORMED OF ALL STRUCTURAL CHANGES IN THE (20,533.4) Al Dubner Landscaping and Construction 11. BUILDING SECTIONS A-301.00 FIELD AND OBSERVE FRAMING. '� 505 Grand Street 12. BUILDING SECTIONS A-302,00 • ALL GRADE AND HARDSCAPE TO BE PITCHED AWAY FROM HOUSE PROPOSED: Westbury, N.Y. 11590 1. DWELLING&ALL ASSOCIATED 7,919.6 SF 7,919.6 SF 37g ry 13. DETAIL SECTIONS A-400.00 GRADE MIN, 6 INCHES FOR FIRST 10 FEET AS PER HARDSCAPE ABOVE FINISHED 4 631.777.1800 14. DETAIL SECTIONS A-401.00 R401.3 OF THE N.Y.S. BUILDING CODE, LATEST EDITION. GRADE FOR IMPERVIOUS SURFACE, PITCH MATERIAL '...... ............._. ..........._.. ................ _..... Energy Consultant: * GENERAL NOTES ON S-001 PREPARED BY REILLY-TARANTINO rE o TOTAL 20,533.4 7,919.6<20,533.4 NGINEERING TO SUPERCEDE A-003 / I FT. (2/o) AWAY FROM BUILDING 7.... <2.... Home Energy Solutions TYP, ALL CONDITIONS STRUCTURAL DRAWINGS BY REILLY TARANTINO ENGINEERING SETBACKS ALLOWED EXISTING PROPOSED v 1743 .............. ............. .............. . .......... ....... . 187 East Main re ............. .............. 1 Huntington, NY FRONT 1 (NORTH RD CR 48) 60'-0" 654' �Q7 DATED 6.17.25: FRONT 2(BRIDGE LANE) 40'0" 55'2%" c� 631.673.0664 Ax 1. GENERAL NOTES S-001 REAR 75'-0" I ��`\ ' r gdlamay3@gmail.com MIN. SIDE YARD. (20'-0"AGG.45'-0") j 34'-9" 2. FOUNDATION PLAN FO.100 - _ _-- __ : _.-_- -�-- _- _-- _. ---------- 3. TYPICAL FOUNDATION DETAILS FO 500 HEIGHT ALLOWED EXISTING PROPOSED \ z __- __..___ - _____ ._._..__ _._ ____ ....___ ------_-- ........._. _.._ 4. REBAR DEVELOPMENT TABLES FO-600 35'0" 32'8" 5. FIRST FLOOR FRAMING PLAN S-100 S£�ACK * AS PER DECLARATION OF COVENANTS AND RESTRICTIONS DATED JUNE 13,2006 ca 6. ATTIC AND FLAT ROOF FRAMING PLAN S-101 o 7. PITCHED ROOF FRAMING PLAN S-102 LEGEND: 8, FIRST FLOOR BRACED WALL PLAN S-200 9. FRAMING SECTION S-300 �jjj GROSS FLOOR AREA W 10. TYPICAL STEEL DETAILS S-600 11. TYPICAL WOOD DETAILS S-800 - AREA OVER 15'-0" o 12. BRACE WALL DETAILS I S-801 ,.:.:... I 13. BRACE WALL DETAILS II S-802 _ cn THERE ARE 27 DRAWINGS TOTAL. LOT COVERAGE THIS PROJECT HAS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL. PERMIT REF#R-25-0432 I D.O.B. FILE SET STAMPED BELOW BY ARCHITECT AND STAMPED APPROVED BY SEE SANITARY SITE PLAN PREPARED BY JOSEPH FISCHETTI, PEE x N 35°58'20" E '- THE TOWN OF SOUTHOLD BUILDING 150.00, DEPARTMENT IS THE SET TO BUILD FROM I AND ORDER MATERIALS FROM GROSS FLOOR AREA: GROSS FLOOR AREA: I I Seal: 2. 300.3 SF 3. 303.0 SF INTERIOR AREA OVER INTERIOR AREA OVER W 15'-0"IN HEIGHT. 15'-0"IN HEIGHT. U, 4 0 z o W ' +49'o° PLANTER PLNG CANTER �, 10 ` POOLAl [. r.. ...... ._._,. . .."_._,.,,..,_a.,.,.......,..w.,. .-.,, ♦ \. \', o -CANTER ' �x �. r- \ I 5 6 PAT[0 51'-6" ' OF \ ♦ \ \ -i I \\`. \ �:\ �\ \ \`.... cn / L '';`:tip,• jI„ ♦ \ \ ' IN ROOM .,.. AGE' /;I< m\ \` �...'... DRIVEWAY n / / ;`':. / / \...."` �: \ r 2 '0"ALLOWS ALLOWABLE 2nd F.Y. i � � A'rH � [ SETBACK SETBACK:40'0" / / \ I, L „ j _ - 4�7 / I! DNVG EL No. Date Submission / Revisions olarra-N - 9.20.24 FILED FOR ZONING REVIEW / a : �, �`�' ,'' ,' . / , j � �` PROPOSED �" ---- - 9 0 / / / - 4.15.25 D.O.B. FILE SET FOR PERMIT --- P" OPOSSn5 EXISTING STRUCTURES � _; � _ _ 34 10 1/2" 'i s� 80 --F. ,�\,,\♦....,,, ,.,...,,:, ".`,'i "., .,'. ,`;;` i , i, � I__ / � ,"/, ,�� 55=5 � POST-APPROVAL REVISIONS / AMENDMENTS OP Ski /' ; / �r TO BE REMOVED / �j/ i - -- ------ ---- - �„ r� /. TO FI�DI WALL Q7 3 r. .� i / / / J� - 1 7.7.25 r ; � r, / �;•� R} � - _. / GENERAL NOTE �' � @ � GENERAL REVISIONS / SUELL .G �' � „� PROPOSE /� / j,' j3' PROPOSED"SETBACK DIMENSIONS AND - r 53 " .PATIO ' i I � BUILDING PERIMETER DIMENSIONS ARE TO 3 ,-9" rn , j j r ; / �/j - ;' THE FACE OF FINISH MATERIAL FOR /:� /, /" D j , , ZONING PURPOSES, NOT THE FOUNDATION I / WALL LOCATIONS ♦ r / i \•: ,....:,, � .,. ' / SETBACK DIMENSIONSDO NOT ' / \ `.......,... ...,\, \ , `,.,, \ ,. ._ice.-.._ / , WINDOW WELL I'� _ /, / ' / / / .' \` ,' ; -C G"� E ' THESE SE CK �._x � / s.,,, ', " / . .�,"r .. j / , / / / _ / I DRIVEWAY LOCATE THE FOUNDATION WALL. ;'� i � --- 14' 0" ' j ;/ / /' 17' /F E.: 51' j - - - j i co PROPOS 37' 10112" /'' i' /�/ I / E SETBACKS T FOUNDATION WALL FNDN A - u P OPOS D 55'-21i2' iv _.: ✓' /' 1 '0 SET C S 0 0 [ ], PROPOSED 38'0 � 5 5 rn TO FNDN WALL ' � AND THE FOUNDATION PLANS PREPARED BY ., I o I " j,' % TO FNDN WALL Ij _ w - = =- = j /' �� ;� / i / REILLY-TARANTINO TO START THE FOUNDATION WALL LOCATION.USE o 'o;' / / in ( { j ;/i'" FOUNDATION PLANS FOR ALL DIMENSIONS. Al 001 27'- _ +50'-6" 6Ak Project Address: 5000 I E LANE oF o� CONC.MON, C U C H U PAVERS p��FM N YQ 1135 2 ENLARGED PLOT PLAN -�r_.F,((Fgs� SCALE. 1 =10 0 M PLOT PLAN BUILDING DIMENSIONS ARE FROM EXTERIOR FINISH TO EXTERIDR FINISH AND ,Q,�\'60.6 , cON iyo<iiyF / FOR GROSS FLOOR AREA ZONING PURPOSES, �69944, Date: 4.15.25 DIMENSIONS ON THIS PLAN ARE NOT FOUNDATION DIMENSIONS Project No: 24.010 c0 Scale: AS NOTED 3 N � I Rj Drawn B JC 1 0 Sj Np y; Dwg. Title: TITLE SHEET CONCRETE CURB SITE PLAN 4� 1 � , 1 ZQNING INFORMATIQN \ I z _ J z -- Dwg. No.: w c o o U El o - , SKYP ANE FROM CR48 - NORTH ROAD I FROM BRIDGE LANE SITE PLAN AwmU UK % 3 SCALE: V=30'-0" SCALE: 1"=30'-0" Page: 01 OF 27 Architect: CURTISS ARCHITECTURE PLLC STABILIZE ENTIRE IL James Curtiss, AIA VEGETATION OR COVER 1527 Franklin Avenue- Ste. 306 ABBREVIATIONS LEGEND: D.O.B. GENERAL NOTES Mineola, N.Y. 11501 ABBREVIATIONS PERTAIN TO ARCHITECTURAL DRAWINGS ONLY.REFER TO CONSULTANTS DRAWINGS FOR THEIR ABBREVIATIONS. f SCOPE OF WORK: NEW RESIDENCE""�"" ""�'""""�""7 PROPOSED CONSTRUCTION z 518.833.0283 —I 1 % PERCENT DW DISHWASHER H.B. HOSE BIB O.C.OR o.c.ON CENTER SUSP. SUSPENDED _ _ 1. ALL WORK TO CONFORM TO THE LATEST REQUIREMENTS OF THE 2020 jcurtissarch@gmail.com C DROP ARCH OR CONDITION ABOVE RESIDENTIAL CODE OF NEW YORK,2017 UNIFORM CODE SUPPLEMENT,AND THE & AND DWG(S) DRAWING(S) HC HOLLOW CORE OCC OCCUPANT SV SHEET VINYL 2020 ECC ENERGY CODE.FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY www.curtissad.com @ AT H.C. HANDICAPPED O.D. OUTSIDE DIAMETER REQUIREMENTS,THE BEST OF TRADE PRACTICES,AND THE REQUIREMENTS OF # POUND OR NUMBER E EAST HDWD HARDWOOD O/H OR OVHD OVERHEAD T TREAD PROPOSED POURED CONCRETE ANY OTHER AUTHORITY HAVING JURISDICTION, Owner: EA EACH HDWR HARDWARE OPN'G(S) OPENING(S) TBD TO BE DETERMINED FOUNDATION WALL AND FOOTING GRADE A.C.T. ACOUSTICAL CEILING TILE EIFS EXTERIOR INSULATION& HM HOLLOW METAL OPP OPPOSITE TEL TELEPHONE — GENERAL NOTES Joseph Leary \ ; FINISH SYSTEM MMMMM\ DOORS AND FRAMES) OWSJ OPEN WEB STEEL JOIST TEMP TEMPERATURE OR TEMPORARY 5000 Bridge Lane ADD'L ADDITIONAL EJ EXPANSION JOINT ( ALIGN ADJ ADJACENT OR ADJUSTABLE HORZ. HORIZONTAL OZ. OUNCE TER TERRAllO DENOTES ALIGNMENT OF 1. SEE GENERAL NOTES ON A-003.00 FOR ADDITIONAL REQUIREMENTS, Cutchogue, NY 11935 INSTALLATION NOTES: EL ELEVATION INDICATED SURFACES 2. NO WORK TO BEGIN UNTIL A PERMIT IS ISSUED BY THE TOWN OF SOUTHOLD OR ANY AFF ABOVE FINISHED FLOOR ELEC ELECTRIC OR ELECTRICAL HR HOUR PERF. PERFORATED T&G TONGUE&GROOVE ALT ALTERATION OR ALTERNATE HSS HIGH STRENGTH STEEL PL PLASTER THK THICK OTHER GOVERNING JURISDICTION. Structural Engineer: AREA CHOSEN FOR STOCKPILING SHALL BE DRY AND STABLE EMER. EMERGENCY 3. ELECTRICAL INSPECTIONS ARE REQUIRED BY TOWN OF SOUTHOLD ACCEPTED AGENCY. MAX.SLOPE SHALL BE 1/2 ALUM ALUMINUM HGT HEIGHT PLAM PLASTIC LAMINATE T.O. TOP OF SECTION REFERENCE NUMBER VERIFY WITH AGENCY TYPE AND SCHEDULE OF INSPECTIONS. Reilly Tarantino Engineering ENCL ENCLOSURE Y g g UPON COMPLETION OF STOCKPILING EACH PILE SHALL BE ANOD. ANODIZE EP ELECTRIC PANEL HVAC HEATING,VENTILATION AND PLYWD PLYWOOD TOC TOP OF CONCRETE DRAWING REFERENCE NUMBER 4. ALL CONSTRUCTION WORK PERFORMED ON PREMISES ARE TO BE 1000 Park Blvd. SURROUNDED APPROX. APPROXIMATE AIR CONDITIONING POL POLISHED TOS TOP OF STEEL PERFORMED BY AN APPROVED CONTRACTOR.GENERAL CONTRACTOR WILL WITH SILT FENCING OR STRAW BALES,THEN STABILIZED WIl"H �� ELEV ELEVATOR � Suite#209 ARCH ARCHITECTURAL ENO HWH HOT WATER HEATER POLY POLYETHYLENE OR TPO THERMOPLASTIC POLYOLEFIN BE RESPONSIBLE FOR PERFORMANCE AND COMPLETION OF WORK FOR ALL Massa e VEGETATION OR COVER . ENGINEER ua Park NY POLYURETHANE TYP TYPICAL SUB-CONTRACTORS, p q 11762 ASTM AMERICAN SOCIETY FOR EPDM ETHYLENE PROPYLENE IN INCH PR POWDER ROOM 631,724.7888 TESTING AND MATERIALS DIENE MONOMER UL UNDERWRITER'S INDICATES ELEVATION NUMBER 5. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED SOIL STOCKPILING USING SILT FENCE DETAIL A-V AUDIO-VISUAL (SYNTHETIC RUBBER) INCL INCLUDED OR INCLUDING PR. PAIR LABORATORIES INC. INDICATES SHEET NUMBER INSURANCE CERTIFICATES,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES Site Engineer: G INSUL INSULATED OR INSULATION REQUIRED BY ALL GOVERNING JURISDICTIONS.V AVG. AVERAGE PREFAB PREFABRICATED U.O.N. UNLESS OTHERWISE NOTED SCALE:N.T.S. EPT EPDXY PAINT INT INTERIOR PSF POUNDS PER SQUARE FOOT USG UNITED STATES GYPSUM CORP. 6. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR Joseph Fischetti BD BOARD EQ EQUAL PSI POUNDS PER SQUARE INCH DETAIL REFERENCE NUMBER PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS 1725 Hobart Road BET. BETWEEN EQUIP, EQUIPMENT JANT. JANITOR PT PAINT VB VAPOR BARRIER I DRAWING REFERENCE NUMBER IF THEY WERE INDICATED IN THE DRAWING. Southold, N.Y, 11971 BLDG BUILDING EST ESTIMATED JT JOINT PTD PAINTED VCT VINYL COMPOSTION TILE �� 7. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE 631.765.2954 BLK BLOCK E.W.C. ELECTRIC WATER COOLER L LINEN EXIST EXISTING LAB LABORATORY PART. PARTITION .VERT VERTICAL INDICATES AREA OF DETAIL VEST VESTIBULE DIRECTORS.STIPULATION OF LOCAL AUTHORITIES,BUILDING MANAGEMENT OR BOARD OF Landscape Architect: BLK'G. BLOCKING PVC POLYVINYL CHLORIDE p BLKD BULKHEAD EXP EXPOSED LAM LAMINATE VIF VERIFY IN FIELD INDICATES NEW DOOR 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL Dubner Landscaping and Construction BM BEAM EXP.JT. EXPANSION JOINT LAV LAVATORY Q.T. QUARRY TILE VOL VOLUME f CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. EXT EXTERIOR THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND 505 Grand Street B.O. BOTTOM OF L POUND(S) QTY QUALITY VWC VINYL WALL COVERING BRACING FOR ALL STRUCTURAL REMOVAL TASKS,THE CONTRACTOR SHALL Westbury, N.Y. 11590 B/S BOTH SIDES LIN LINEAR OR LINEAL R RISER HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 631.777.1800 FA FIRE ALARM LT LIGHT W CLOTHES WASHER OR WEST BREAK MARK WIRE OR SNOW FENCING STAPLED TO POSTS, BSMT BASEMENT F.A.R. FLOOR AREA RATIO R. RADIUS �/�// WITH DURING THE EXECUTION OF THE WORK. EXTENDING INTO TRENCH W/STANDARD STRENGTH FILTER FD FLOOR DRAIN MAS MASONRY RB RESILIENT BASE WC WATER CLOSET OR 9. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL Energy Consultant: FABRIC WITH FLOW RATE OF IN O TRENCH ATTACHED � CENTERLINE FDN FOUNDATION R.C.P. REFLECTED CEILING PLAN DIMENSIONS REQUIRED FOR OTHER TRADES:MECHANICAL, ELECTRICAL, TO THE FENCE&EXTENDING INTO TRENCH MAX MAXIMUM WALLCOVERING CAB. CABINET FE FIRE EXIT MECH MECHANICAL PLUMBING,ETC. Home Energy SOIUtIOnS RD ROOF DRAIN INDICATES WD WOOD OA" )N.O. 10, THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS 187 East Main Street . 4x4 LONG STEEL CHANNELS OR CAP. CAPACITY F.E.C. FIRE EXTINGUISHER CABINET RE: REFER TO NEW WINDOW(U MED. MEDIUM REBAR REINFORCING BAR W/D STACKED WASHER/DRYER REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND Huntington, NY 11743 x4"WOOD POSTS,2'0" INTO GROUND, CJ CONTROL JOINT FBO FURNISHED BY OTHERS MEZZ MEZZANINE WDW WINDOW REVISION TAG ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 10'0"O.C. CL CLOSET FF FINISH FLOOR MDF MEDIUM DENSITY FIBERBOARD REC'MD RECOMMENDED WIC WALK-IN CLOSET 11. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT CLK'G CAULKING 631.673.0664 CLG CEILING FFD MFD MANUFACTURED REFRIGERATOR FUNNEL FLOOR DRAIN REF, REFERENCE OR W/o WITHOUT AND SHALL BE PROPERLY CAPPED OR PLUGGED. gdlamay3@gmail.com FH FIRE HYDRANT MFG MANUFACTURING WP WATERPROOFING OR SD SMOKE DETECTOR 12, ANY/ALL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY CLR CLEAR FHC FIRE HOSE CABINET REINF REINFORCED OR REINFORCING WALLPAPER PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN GRADE MFR MANUFACTURER CMU CONCRETE MASONRY UNIT FIN. FINISH REP REPRESENTATIVE INSPECTION AND REQUIRED SIGN-OFFS. CO CARBON MONOXIDE MH MANHOLE WR WATER RESISTANT CO CARBON MONOXIDE FIXT FIXTURE REQ'D REQUIRED WT. WEIGHT GUARDS:AS PER R312.1 BACKFILL AND COMPACT COL COLUMN MILL MILLWORK GFCI EXCAVATED SOIL FL FLOOR MIN MINIMUM REV REVISION WWIF WELDED WIRE FABRIC +42„ OUTLET W/HEIGHT ABOVE FLOOR GUARDS(RAILS)SHALL BE PROVIDED FOR THOSE PORTIONS OF CONC CONCRETE FLUOR FLUORESCENT RM ROOM WWM WOVEN WIRE MESH OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS,RAMPS,AND MISC MISCELLANEOUS R.O. ROUGH OPENING EXHAUST FAN-SEE M.ELECTRICAL LANDINGS,THAT ARE LOCATED MORE THAN 30 INCHES MEASURED CONT CONTINUOUS FOB FACE OF BRICK � 4"x4"TRENCH UPSLOPE CONST. CONSTRUCTION F.O. FINISHED OPENING MM MILLIMETER YR YEAR ® VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN ALONG THE LINE OF POSTS CID CONTROLPANEL FOIC FURNISHED BY OWNER, M.O. MASONRY OPENING S SOUTH 3068 T-0"x 6"-8"(FOR DOORS) �11 A-003.00 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. INSTALLATION NOTES: CPT CARPET INSTALLED BY CONTRACTOR MTL METAL SC SOLID CORE HEIGHT:R312.1.2. CT CERAMIC TILE FP FIREPROOFING N NORTH SCHED. SCHEDULE OR SCHEDULED GENERAL USE RECEPTACLE DISTRIBUTION AND COUNTERTOP RECEPTACLES TO REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING F EXCAVATE 4"x4"TRENCH ALONG LOWER PERIMETER OF SITE CTR CENTER FR FIRE RATED OR FIRE RATING NAT NATURAL SCWD SOLID CORE WOOD DOOR FOLLOW NOTES:AS PER E3901.2&E901 A OF 2020 RESIDENTIAL CODE OF STAIRS,PORCHES,BALCONIES,OR LANDINGS,SHALL NOT BE LESS INSTALL A SECTION AT A TIME,AND POSITION THE POSTS AGAINST THE BACK CF CUBIC FEET FT FOOT OR FEET NDL NO DOLLAR LIMIT SD SMOKE DETECTOR N.Y.STATE. THAN 3-0"(36 INCHES)IN HEIGHT MEASURED VERTICALLY ABOVE THE (DOWNSTREAM WALL OF THE TRENCH, NET SIDE AWAY FROM DIRECTION OF FLOW) CY CUBIC YARDS FTG FOOTING NIC NOT IN CONTRACT SECT. SECTION THE DRAWING REPRESENT THE MINIMUM REQUIREMENT NECESSARY TO SATISFY ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE DRIVE POST INTO GROUND UNTIL NETTING IS APPROX.2"FROM THE TRENCH BOTTOM D CLOTHES DRYER REQUIRED RECEPTACLE LOCATION.VERIFY WITH OWNER ALL ADDITIONAL NOSINGS. LAY THE TOE-IN FLAP OF FABRIC INTO THE UNDISTURBED EOTTOM OF THE TRENCH, FURR FURRING NO.OR No. NUMBER SF SQUARE FOOT/FEET STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH DGG DENSGLASS GOLD FIREGUARD FUT. FUTURE NOM NOMINAL SHT, SHEET RECEPTACLE LOCATIONS, LOCATIONS CANNOT BE LESS THAN WHAT ARE ON THESE DEG. DEGREE PLANS.. EXCEPTIONS: JOIN SECTIONS AS SHOWN ABOVE. NTS NOT TO SCALE SIM SIMILAR 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A DEMO DEMOLITION GA OR ga. GAUGE SPEC SPECIFICATION SMOKE&CARBON MONOXIDE ALARMS:AS PER R-314,R-315: HEIGHT OF NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM D.O.B. FILE SET STAMPED BELOW BY D.F. DRINKING FOUNTAIN GALV GALVINIZED SMOKE ALARMS&CO DETECTOR NOTES AS PER SECTION R314-315 OF THE 2020 A LINE CONNECTING THE NOSINGS. SILT FENCE DETAIL SPR SPRINKLER ARCHITECT AND STAMPED APPROVED BY DIAG. DIAGONAL RESIDENTIAL CODE OF NEW YORK STATE: 2, WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON GB/GYP.BD GYPSUM BOARD SQ.OR �SQUARE THE TOWN OF SOUTHOLD BUILDING SCALE:N.T.S. DIA.0 DIAMETER ALL SMOKE&CARBON MOXIDE ALARMS TO COMPLY WITH SECTION R314-315 OF THE 2020 THE OPEN SIDE OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT G.C. GENERAL CONTRACTOR S.S. STAINLESS STEEL N.Y.S. RESIDENTIAL BUILDING CODE, LATEST EDITION PROVIDE SMOKE DETECTOR IN LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES AS DEPARTMENT IS THE SET TO BUILD FROM DI DIFFERENCE OR DIFFERENTIAL GFI GROUND FAULT INTERRUPTER ST STONE EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE VICINITY OF THE MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS, AND ORDER MATERIALS FROM DIMM DIMENSION GL GLASS STD STANDARD BEDROOMS AND IN THE BASEMENT A CARBON MONOXIDE DETECTOR ON ANY STORY DIMMER(LIGHTING) TING)DN DOWN GP GEORGIA-PACIFIC STL STEEL HAVING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.ALL DETECTORS TO R312.1.3 OPENING LIMITATIONS: Seal: DR DOOR GYP GYPSUM STOR, STORAGE BE HARDWIRED TOGETHER WITH BATTERY BACKUP REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING DTL DETAIL G.W.B. GYPSUM WALL BOARD STRUCT STRUCTURAL SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE GENERAL STAIR NOTES: OF A SPHERE 4" IN DIAMETER. R311.7.1-WIDTH:STAIRWAYS SHALL NOT BE LESS THAN 36"IN CLEAR WIDTH AT ALL EXCEPTIONS: POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT, 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, R311.7.2-HEADROOM: THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6-8" FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD, MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 4��® FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 2, GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE f"�� C 'a , STAIRWAY. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8INCHES IN 2 RE-BAR,STEEL PICKETS,OR R311.7.5.-STAIR TREADS AND RISERS: THE RISER HEIGHT SHALL NOT BE MORE THAN 8 2"x2"STEEL STAKES 1-1/2"TO 2"IN GROUND DIAMETER. '%",THE TREAD DEPTH SHALL NOT BE LESS THAN 9". ANGLE FIRST STAKE TOWARD PREVIOUSLY WIRE OR NYLON BOUND BALES R311.7.8.-HANDRAILS: HANDRAIL HEIGHT SHALL NOT BE LESS THAN 34"AND NOT MORE LAID BALE PLACED ON THE CONTOUR THAN 38",HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. �� FLOW s•oEri�t INSTALLATION NOTES: BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT WALLS EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" EACH BALE SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE-BAR I DRIVEN THROUGH THE BALES,ANGLED TOWARDS PREVIOUSLY SECURED BALE TO ALL BOND 4"VTR) 4"VTRI 4"VTRI 4"VTRI __ � LEGEND No. Date Submission / Revisions REMOVE BALES WHEN THEY SERVED THEIR USEFULNESS SO NOT TO BLOCK THE SITE'S FINAL DRAINAGE ( I LAUNDRY PWDR I KITCHEN I POWDER I — PRIMARY SUITE I BATH#3 BATH#2 9.20.24 FILED FOR ZONING REVIEW _I I I I� I SINK 4.15.25 D.O.B--.—FI—LE—SET FOR P- ERMI Tz STRA � BALE EMBEDDING DETAIL ' - - � - POST-APPROVAL REVISIONS / AMENDMENTS SCALE:N.T.S. TOILET 1 /" 1 1%" z„ 2 1 7.7.25 GENERAL REVISIONS 12" 2" I2" 1/ /2 1%" z„ 1/`I 1/„ 2„ /z I1Y2„ 1Y2 SHOWIER ------ - -- r 1 FIRST FLOOR C.O. CLEAN OUT 2" Z' 3„ 3„ 1/2" 1%2' i 2" 1/2" 3" 2" 1/„ 3" 2" 1%' 3" 1X 1%' 112' 3„ 1X � -- C.O. .0. I I C.O. WASHING MACHINE -- 3" STABILIZE ENTIRE RILE WITH VEGETATION OR COVER 2 I BATH 5 I 7nDR WINE ROOM PLUMBING RISER NOTES I 1. ALL POTABLE WATER LINES TO BE%"TYPE V COPPER. 2" — — .I z„ _ I 2. ALL WASTE&VENT PIPING(ABOVE GRADE)TO BE -I - I I ~ �T 1 I SCHED.40 P.V.C.MIN,BELOW GRADE TO BE E.H.C.I. ( I I I I I I I ALL PIPING BELOW GRADE TO BE CAST IRON Project Address: 1%"I 11%" 1z I1%z" I 1%"I I 3. VERIFY W/OWNER WATER SUPPLY FOR NEW REFRIGERATOR 2 I z I I z I 4. VERIFY W/OWNER INSTALLATION OF POT FILLER AT STOVE I *NOTE: 5000BRIDGE LANE — BASEMENT — — — — — —}— I — --�- PLUMBING— CONTRACTOR TO BECOME FAMILIAR WITH ALL I 2" 3° z I I z 3" z I PLUMBING REGULATIONS IN THE TO WN OF SOUTHOLD T H G U E Co. ( PRIOR TO ANY PLUMBING WORK C.O. I I 3" 3„ I '1'\J'EWYORK 1135 I I I I ► I 3°F.A.I� I C.O. Date: 4.15.25 4' Project No: 24.010 TO APPROVED SANITARY SYSTEM STRAW BALES OR SEE SANITARY SITE PLAN PREPARED BY Scale: AS NOTED SILT FENCE JOSEPH FISCHETTI, PE AND HOUSE TRAP Drawn By: JC APPROVED BY S.C.D.H.S.REF####### Dwg. Title: 3 SOIL STOCKPILING DETAIL PLUMBING RISER PROJECT NOTES SCALE:N.T.S. 1 SCALE:N.T.S. RISERS & LEGEND Dwg. No.: AV it or Emu Page: 02 OF 27 Architect: CURTISS ARCHITECTURE PLLC GENERAL NOTES ON 5-001 PREPARED BY REILLY-TARANTINO ENGINEERING, SUPERCEDE THESE NOTES James Curtiss, AIA 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 B.GENERAL NOTES AND CONDITIONS: 518.833.0283 8. BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLABS WILL BEAR ON GRADE SHALL BE 14.REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB.SLABS ON GRADE SHALL BE POURED F.(FINISH CARPENTRY) 3, CAULK AT EXTERIOR DOOR FRAMES,WINDOW FRAMES,AND ELSEWHERE TO ENSURE A jcurtissarch@gmail.com (CONTINUED FROMA-001.00) GRITS OR BACKRUN GRAVEL,WELL COMPACTED,BROUGHT TO A SUBGRADE OF 8"BELOW FINISH FLOOR ON 4"OF COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER UNDISTURBED SOIL. WEATHERPROOF JOB;USING GUN APPLICATION.ALL SURFACES TO RECEIVE CAULKING TO BE DRY LINE OR AS CALLED FOR IN THE DRAWINGS. 18. FOR PAINTED PARTITION WALLS,ALL PARTITIONS SHALL BE TAPED,SPACKLED SMOOTH,AND AND THOROUGHLY CLEANED OF ALL LOOSE PARTICLES OF DIRT AND DUST,OIL,GREASE,OR OTHER www.curtissad.com 1, OWNER SHALL SELECT ALL: 15.FOUNDATION WALLS SHALL BE WATERPROOFED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH SANDED READY TO RECEIVE PAINT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND FOREIGN MATTER. 9. BACKFILLING OF EXTERIOR FOUNDATION WALLS SHALL BE CLEAN GRAVEL,WELL COMPACTED,BROUGHT EITHER A CEMENTIOUS PLASTER COATING,BENTONITE CLAY, OR ANOTHER APPROVED METHOD INDUSTRY STANDARDS. Owner: 1.1. INTERIOR FINISHES TO A SUBGRADE OF 8"BELOW SIDEWALK PAVING. PROVIDE REGLET OF TIE INTO BASE COURSE FLASHING 19. MOISTURE RESISTANT GYP.BD,TO BE USED IN AREAS SUBJECT TO MOISTURE OR IN DIRECT 1.2. FLCORNG CONTACT WITH CONCRETE, 4. ALL INSULATION SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE Joseph Leary 1.3. INTERIOR WALL TREATMENTS 20, TILED WALL AREAS IN TO HAVE CEMENT BACKERBOARD. OF THE INSULATION. INSULATION SHALL BE INSTALLED IN SUCH A MANOR THAT PROVIDES 5000 Bridge 10. BACKFILLING OVER UTILITIES RUNNING OVER PAVING AREAS SHALL BE OF GRITS.REMAINDER OF SITE 16. CONCRETE FINISHES WILL BE AS FOLLOWS:FLOORS-SMOOTH STEEL TROWEL FINISHES;WOOD FLOAT AT ge Lane 21. TILE AS SELECTED BY OWNER ON FULL MORTAR BED WITH 2x2-16/16 GUAGE WWM ON CLEAVAGE CONTINUITY OF INSULATION AT PLATE LINES,SILL LINES,AND CORNERS. 1.4. APPLIANCES SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDING, CRAWL SPACES.WALLS OF EXPOSED CONCRETE SHALL HAVE NAP TIE HOLES FILLED.PROVIDE 1"LEVEL CUtChOgUe, NY 11935 1.5. EQUIPMENT CONCRETE SLAB AT CRAWL SPACES. MEMBRANE 1.6. PLUMBING FIXTURES 11. BRING GRADE TO WITHIN FOUR INCHES OF THE REQUIRED FINISH GRADE,SPREAD TOPSOIL TO PROVIDE 22. ALL FLOOR TILE TO HAVE A COEFFICIENT OF FRICTION(SLIP RESISTANCE)OF >0.6% WHEN WET 5. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS.ALL COLORS AND FINISHES, ETC., 1.7, LIGHTING FIXTURES 17,STEP FOOTINGS WHERE ELEVATION CHANGE, 1 VERTICAL TO 2 HORIZONTAL, AND A WATER ABSORPTION OF<0.5%. SHALL BE REVIEWED BY OWNER. Structural Engineer: 2. ARCHITECT: 12. FINISH GRADE AS REQUIRED.DISPOSE OF ALL SURPLUS EXCAVATED MATERIALS;PROVIDE ALL FILL AND 6. PROVIDE FLASHING AROUND ALL CONNECTIONS,VALLEYS,HIPS,CORNERS,AND RIDGES,TYP. Reilly Tarantino Engineering TOPSOIL TO PROVIDE FINAL GRADING AS INDICATED IN THE DRAWINGS. E.WOOD FRAMING 21LIMITS HIS RESPONSIBILITY IN REGARDS TO THESE DRAWINGS TO THE EXTENT OF THE WORK 13. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN REFER TO CHAPTER 23 OF THE BUILDING CODE OF NEW YORK STATE FOR ALL CODE RELATED ISSUES INCLUDING SHEAR WALLS. 16.CONNECTIONS(SEE STRUCTURAL NOTES):JOISTS HANGERS, Blvd. FRAMING ANCHORS&RAFTER ANCHORS SHALL BE MINIMUM 18 GAGE PRIM 7, INSTALL ICE DAM PROTECTION 3'-0"FROM EDGE OF ROOF,AS REQUIRED. 1000 Suite Park Park AS SHOWN AND SPECIFIED.IT SHALL BE UNDERSTOOD THAT THE SCOPE OF THESE DRAWINGS POINTS WHERE ELEVATIONS ARE GIVEN.ABRUPT CHANGES IN SLOPES SHALL BE WELL-ROUNDED.PITCH GALVANIZED STEEL MANUFACTURED BY SIMPSON,TEGO OR APPROVED EQUAL, SPECIAL NAILS AS K.ENERGY NOTES Massapequa Park, NY 11762 INCLUDE ONLY ARCHITECTURAL INFORMATION AND THAT NO FURTHER LIABILITY WILL BE ALL GRADE AWAY FROM BUILDING. 1. TERMITE PROTECTION SHALL BE BY MEANS OF CHEMICAL TREATMENT OR METAL TERMITE SHIELD. SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, 631.724,7888 ASSUMED BY THE ARCHITECT BEYOND THESE SIGNED AND SEALED DRAWINGS. METAL CROSS BRIDGING SHALL BE GALVANIZED STEEL AS MANUFACTURED BY TECO,SIMPSON OR 1. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,THE DRAWINGS CONFORM TO 22 ARCHITECT SHALL NOT BE "INSPECTING"THE WORK.THE OWNER WILL HOLD HARMLESS, 14. GRADE MIN 6"FOR FIRST 10'-0"AS PER R401.3 OF THE N.Y.S.BUILDING CODE,LATEST EDITION. 2. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES U.O.N. APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS, THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. INDEMNIFY,AND DEFEND THE ARCHITECT FROM ANY CLAIM OR SUIT WHATSOEVER, JOISTS SHALL BE ANCHORED TO CONCRETE WALLS NO LESS THAN EVERY 4 FEET USING THE ABOVE 2, DOORS,FRONT,SIDE,INSIDE TO GARAGE, U-A0. DOOR INFILTRATION SHALL NOT EXCEED 1.0 CFM PER Site Engineer: INCLUDING,BUT NOT LIMITED TO,ALL PAYMENTS,EXPENSES OR COSTS INVOLVED,ARISING 15. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF EXCAVATION ON ANY PART OF THE SITE 3. WOOD SILLS ON CONCRETE TO BE PRESSURE TREATED,2"x6"ANCHORED TO FOUNDATION BY%"DIAM, MENTIONED METAL ANCHORS. LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH WIND, Joseph Fischetti FROM THE CONTRACTOR'S PERFORMANCE OR THE FAILURE OF THE CONTRACTOR'S WORK TO REVEALS FILL OR GROUND WATER. ANCHOR BOLTS PLACED 12"FROM EACH END OF PLATE SECTION,WITH INTERMEDIATEBOLTS PLACED, 3. WINDOWS,SLIDING GLASS DOORS,ALL GLASS,U-.32.WINDOW INFILTRATION SHALL NOT EXCEED 1.0 1725 Hobart Road CONFORM TO THE DESIGN INTENT AND THE CONTRACT DOCUMENTS. SPACED MAXIMUM OF 30"O.C.AT ALL SILL PLATES(MIN.2 PER SILL PIECE).EACH BOLT SHALL BE A MIN. 17.SOLID LUMBER JOISTS: CFM PER LINEAR FOOT OF CRACK WHEN TESTED AT IMPACT PRESSURE OF 25 MPH.WIND. 2.3. SHALL NOT HAVE CONTROL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 16. CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN(7)DAY CONCRETE CURE 21"LONG WITH A MIN,OF 15"EMBEDDED INTO THE CONCRETE.EACH PLATE SHALL HAVE A MINIMUM OF NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE MEMBER 4. EXTERIOR JOINTS AROUND DOORS,WINDOWS,WALLS,CEILINGS,ETC...SHALL BE CAULKED, Southold, N.Y. 11971 METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR SAFETY PRECAUTIONS AND TIME USING PROPER CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE WALLS.BRACE TWO ANCHOR BOLTS,FOR POCKET BEAMS PROVIDE 4"AIR SPACE AT END,TOP&SIDES, AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. GASKETED,WEATHER-STRIPPED,OR OTHERWISE APPROPRIATELY SEALED AS REQUIRED. 631.765.2954 PROGRAMS IN CONNECTION WITH THE WORK IN ACCORDANCE WITH THE CONTRACT WALLS AS REQUIRED.WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR NOTCH DEPTH AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH OF THE DEPTH OF THE 5. PROVIDE DRAFT STOPPING IN THE FLOOR ASSEMBLIES DOCUMENTS. CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACING. 4, ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE METAL SEATS ANCHORED TO MEMBER.HOLES BORED OR CUT INTO SOLID LUMBER JOISTS,RAFTERS OR BEAMS SHALL NOT BE CLOSER 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SUBMIT THE SIZE DESIGN AND TYPE OF Landscape Architect: CONCRETE BASE,ALL POSTS RESTING ON TOP OF STEEL BEAMS SHALL HAVE CLIP ANGLES BOLTED OR THAN 2 INCHES TO THE TOP OR BOTTOM OF THE JOISTS,OR TO ANY OTHER HOLE LOCATED IN THE MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL IF REQUIRED BY THE BUILDING Dubner Landscaping 3. GENERAL CONTRACTOR SHALL: 17. ALL FILL SHALL BE PLACED IN 8"LOOSE LIFTS(MAX.)COMPACTED W/VIBRATORY ROLLERS/PLATES TO WELDED TO THE FLANGES OF THE STEEL BEAM,BEARING PLATES AND MOISTURE BARRIERS SHALL BE MEMBER. DEPARTMENT. p ng and Construction - PROVIDE A MINIMUM OF 95%OF THE MAX.DRY DENSITY(ASTM D1557).FILL MATERIAL SHALL QUALIFY AS PROVIDED, WHERE THE MEMBERS ARE NOTCHED,THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. 505 Grand Street 3.1. OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, INSPECTIONS,CERTIFICATES,TESTS; SELECT,WITH LESS THAN 10%PASSING N0.200 SIEVE. THE DIAMETER OF THE HOLE IN JOISTS SHALL NOT EXCEED ONE-THIRD OF THE DEPTH OF THE MEMBER. 7. ALL DOMESTIC HOT WATER 140 DEGREES MAXIMUM SETTING.HEATER TO HAVE IMPUT OF 75,000 Westbury, N.Y, 11590 3.6. IS REQUIREEDD T AND Sl,'R 5. ALL LUMBER EXCEPT LAMINATED BEAMS AND WOOD I-JOISTS SHALL BE K.D.DOUGLAS FIR WITH THE BTU's OR LESS WITH CAPACITY OF NOT LESS T HAN 20 GAL. NOR MORE THAN 120 GAL.W/RECOVERY 631.777.1800 TO PROVIDE THE OWNER WITH ALL REQUIRED LICENSES, INSURANCE 17. ALL CONCRETE WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOAD OF FOLLOWING MINIMUM VALUES:Fb=1,2D0 PSI,Fv=95 PSI AND E=1,600;000 PSI, 18.NOTCHING AND BORING: EFFICIENCY OF 75% CERTIFICATES,AND INSURANCE COVERAGES. 24 PSF, NOTE THAT FLOOR AND ROOF DIAGHRAMS WILL PROVIDE ULTIMATE STABILITY FOR WALLS.UNTIL NOTCHES IN SOLID LUMBER STUDS SHALL NOT EXCEED 25 PERCENT OF THE STUD DEPTH. 3.7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND THESE ARE IN PLACE,CONCRETE WALLS SHALL NOT BE BUILT WITHOUT BRACING. 6. WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE USED. UNLESS OTHERWISE SHOWN,PROVIDE BORED HOLES SHALL NOT EXCEED 40 PERCENT OF THE STUD DEPTH AND THE EDGE OF THE HOLE SHALL 8. INSULATE ALL DUCTS AND PIPING AS REQUIRED BY CODE.ALL DUCTWORK LOCATED IN Energy Consultant: NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISCREPANCIES BEFORE PROCEEDING WITH METAL CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST HANGERS, HURRICANE TIES, POST CAPS. NOT BE CLOSER THAN 5/8 INCHES TO THE EDGE OF THE STUD. UNCONDITIONED SPACE SHALL BE SEALED AS PER SECTION 403.11(6)AND INSULATED AS PER Home Energy Solutions C.CONCRETE NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. THE WORK. SECTION 403.10 OF THE STATE ENERGY CODE. 187 East Main Street 3.8. NOTIFY THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS IF ANY QUESTIONS ARISE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE ACI-318 REINFORCED CONCRETE BUILDING 7. PLACE HURRICANE CLIPS ON ALL ROOF RAFTERS.REFER TO A-206.00 FOR ALL REQUIRED CONNECTIONS, BEFORE OR DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS. FASTENERS,AND STRAPPING REQ.'S. 19.ENGINEERED LUMBER:(REFER TO R502.8 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK) 9• REFER TO(DETAIL DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS,CEILINGS,ROOFS,AND Huntington, NY 11743 CODE,LATEST EDITION AND TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE OR LOCAL FLOORS. I 3.9. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK,OBTAIN ALL NOTCHES,HOLES,ETC. IN ENGINEERED LUMBER SHALL BE IN STRICT COMPLIANCE WITH CODES,WHICHEVER GOVERNS. 631.673.0664 DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF THE STRUCTURAL 8. ALL ENGINEERED LUMBER PRODUCTS SHALL BE INSTALLED IN ACCORDANCE W/MANUFACTURER'S MANUFACTURER'S GUIDELINES. 631.67 .0664 ll.Com WORK. 2. ALL CONCRETE WORK FOR FOUNDATION AND FLOOR SLABS IS TO BE 1:2A(PORTLAND CEMENT,SAND, RECOMMENDATIONS AND SPECIFICATIONS,FOLLOW RECOMMENDATIONS FOR BEARING,FASTENING,AND 10. EFFICIENCY OF HEATING EQUIPMENT SHALL NOT BE LESS THAN 75%. 3.10. REPORT TO ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE BRACING REQUIREMENTS.PRE-ENGINEERED JOISTS SHALL BE WOOD I-SECTIONS WITH CONTINUOUS 20.PERPENDICULAR FLOOR JOISTS AND BRACED WALL CONNECTIONS: WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF GRAVEL OR STONE AGGREGATE)MIX. WEBS.JOISTS SHALL BE INSTALLED IN CONFORMANCE WITH ALL MANUFACTURER'S RECOMMENDED WHERE THE FLOOR FRAMING IS PERPENDICULAR TO THE BRACED WALL LINE,SOLID BLOCKING FOR THE 11. E.E.R.FOR AIR CONDITIONING EQUIPMENT SHALL NOT BE LESS THAN 6.8. THE NEW WORK, 3. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH PRACTICES,PROCEDURES AND DETAILS, INCLUDING ACCESSORIES. FULL DEPTH OF THE FLOOR JOIST SHALL BE PROVIDED FOR THE LENGTH OF BRACING REQUIRED. 3.11, MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE BUILDING AND OF 3,000 PSI AT 28 DAYS. THE INTERIOR-BRACED WALL SHALL BE NAILED TO THE BLOCKING IN ACCORDANCE WITH N.Y.S. BUILDING L.TYPICAL LOAD SCHEDULE ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. 9. LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES: CODE,LATEST EDITION. 1. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED IN THE DESIGN 3.12, IS RESPONSIBLE FOR ALL ADEQUATE BRACING OF STRUCTURAL MEMBERS,WALLS AND 4, WATER REDUCING ADMIXTURE SHALL BE INCORPORATED INTO ALL CONCRETE AT A MINIMUM DOSAGE Fb=2,800 PSI,Fv=265 PSI AND E=2,000,000 PSI FOLLOWING MANUFACTURER'S RECOMMENDATIONS CRITERIA. It IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ALLOWABLE CONSTRUCTION NON-STRUCTURAL ITEMS DURING CONSTRUCTION, RECOMMENDED BY THE MANUFACTURER. FOR BEARING, FASTENING,AND BRACING REQUIREMENTS. 21. FIRESTOPPING REQUIRED: LOADS AND TO PROVIDE PROPER DESIGN CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING, 3.13. PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FIRESTOPPING&FIRE BLOCKING MATERIAL SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE BRACING,SHEETING,SHORING,ETC. FROM ITS OPERATIONS,AND IN THE EVENT OF SUCH LOSS OR DAMAGE, SHALL MAKE SUCH 5. ALL CONCRETE,OTHER THAN FOR FOOTINGS, SHALL BE AIR-ENTRAINED TO 4 TO 6%.EXTERIOR CONCRETE 10. PLYWOOD USED FOR ROOF SHEATHING SHALL BE 4"CDX EXPOSURE I EXTERIOR GRADE W/A.P.A. AND BE INSTALLED IN THE LOCATIONS SPECIFIED BELOW: REPLACEMENTS OR REPAIRS AS REQUIRED,WITHOUT ADDITIONAL COST TO THE OWNER. SHALL BE AIR-ENTRAINED TO 5%TO 7%, IDENTIFICATION INDEX 40/20 OR BETTER. PLYWOOD USED FOR WALL SHEATHING SHALL BE %"CDX • CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE M.ELECTRICAL 3.14, PROVIDE ALL NECESSARY TOOLS AND MATERIALS REQUIRED FOR THE EXECUTION OF WORK EXTERIOR GRADE W/A.P,A IDENTIFICATION OF 32/16 OR BETTER,PLYWOOD FOR STUCCO SHALL BE MIN. CEILING AND FLOOR LEVEL AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL,AND IN AS DESCRIBED IN THE ACCOMPANYING SECTION OF THESE SPECIFICATIONS,AS HEREIN 6. CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. %"CDX EXTERIOR GRADE. CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH LATEST EDITION OF THE NATIONAL ELECTRICAL ENUMERATED AND SHOWN ON THE ACCOMPANYING DRAWINGS. • BATTS AND BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS CODE(NEC)AND/OR APPLICABLE LOCAL,STATE,AND UTILITY COMPANY RULES,LAWS,AND ORDINANCES. 3.15, SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS 7, ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO ASTM 11. ALL FLOOR SHEATHING SHALL BE %"(NOM.)CDX,EXPOSURE I,APA RATED,WITH TONGUE AND GROOVE SHALL BE ALLOWED AS FIRE-BLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS 2. VERIFY EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE INCLUDING POINT OF SERVICE,AND OR RUBBISH CAUSED BY ITS EMPLOYEES,SUBCONTRACTORS,OR THEIR OWN WORK.AT THE OR STAGGERED STUDS. SYSTEMS CHARACTERISTICS. A615-GRADE 60, REINFORCEMENT SHALL CONFORM TO ASTM A185 AND A82(FABRIC). EDGES U,N.O. CONNECT FLOOR SHEATHING WITH 10d COMMON NAILS SPACED AT 6"AT SUPPORTED COMPLETION OF WORK,THE SUBCONTRACTORS SHALL REMOVE FROM THE BUILDING AND EDGES AND 12"AT INTERMEDIATE SUPPORTS. FIELD-GLUE USING ADHESIVES MEETING APA • AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3. THE ELECTRICAL CONTRACTOR SHALL COOPERATE WITH OTHER CONTRACTORS TO INSTALL EQUIPMENT THE SITE ALL RUBBISH,TOOLS,AND SURPLUS MATERIALS,AND SHALL LEAVE THE PREMISES 8. ALL CONCRETE FLOORS SHALL BE POURED LEVEL,EXCEPT WHERE FLOOR DRAINS OCCUR, IN WHICH CASE SPECIFICATIONS.AFG-01 APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SOFFITS,DROP CEILINGS AND COVE CEILINGS. IN PROPER SEQUENCE SO AS NOT TO INTERFERE WITH THE PROGRESS OF OTHER CONTRACTORS,AND BROOM CLEAN UNLESS OTHERWISE SPECIFIED. THEY SHALL BE SLOPED OR WARPED TO DRAIN.TOTAL SLOPE IS NOT TO EXCEED%"BELOW FLOOR LEVEL. • AT VERTICAL CHASES AND FLOOR PENETRATIONS;OPENINGS AROUND VENTS,PIPES,AND DUCTS AT GIVE GENERAL CONTRACTORS ALL NECESSARY INFORMATION FOR MAKING PROPER PROVISIONS FOR 3.16, THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT 12. ALL EXTERIOR POSTS,GIRDERS,AND JOISTS SHALL BE WOOD PRESSURE TREATED IN ACCORDANCE CEILING AND FLOOR LEVEL,WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME INSTALLATION OF HIS EQUIPMENT. FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED,AND THAT 9. REINFORCING IS TO BE UNPAINTED AND UNCOATED,FREE FROM RUST OR SALE,AND SHALL BE CLEANED WITH THE REQUIREMENTS OF THE CURRENT AWPA STANDARDS C2 FOR WATER-BORNE PRESERVATION AND PRODUCTS OF COMBUSTION. ALL WORK AND MATERIALS SHALL BE FREE FROM DEFECTS. • FIRE-RATED ASSEMBLIES 4, ALL MATERIALS SHALL BE NEW,CARRY THE UNDERWRITERS LABEL OR BE"LISTED"BY THAT GROUP,AND D.O.B. FILE SET STAMPED BELOW BY AND STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION.ACCURATELY POSITION TREATMENT,ALL WOOD MUST BE LABELED,CERTIFYING CONFORM TO REQUIREMENTS DIRECT. 3,17. GENERAL CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR SUBSTITUTIONS, BE FULLY EQUAL TO MAKES SPECIFIED. ARCHITECT AND STAMPED APPROVED BY REINFORCEMENT SECURE AGAINST DISPLACEMENT. IF THERE IS A DELAY IN POURING CEMENT. THE TOWN OF SOUTHOLD BUILDING CHANGES,AND OMISSIONS. G.STEEL PREVENT RUSTING OF REINFORCING. 13. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF,CHIMNEYS,WINDOWS, 3.18, PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR DAMAGED DO TO THIS DOORS,ETC. .PROVIDE CRICKET WITH MATCHING ROOF MATERIAL AT ALL DEAD-END VALLEYS TO ALLOW 5. ALL WIRING,CONCEALED, FLUSH OUTLETS EXCEPT AS NOTED OTHERWISE. DEPARTMENT IS THE SET TO BUILD FROM ADDITION WITH SIMILAR MATERIALS OR AS DIRECTED BY THE OWNER. 10. ALL REINFORCEMENT SHALL BE OF SIZE AND SPACING AS CALLED FOR ON DRAWINGS OR PER LOCAL CODES. CONTINUOUS WATER FLOW. 1, ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 6. UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM SHORTS, 3.19, PROVIDE MATERIAL AND LABOR FOR ALL PATCHING AND REPAIRING REQUIRED AS A RESULT GROUNDS OR IMPROPER CONNECTIONS. AND ORDER MATERIALS FROM OF THE WORK OF THE CONTRACTOR TRADES, 11. SPLICES OF WWF,AT ALL SPLICE EDGES.SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN 14. ALL EXTERIOR WOOD OR WOOD IN COP,TACT WITH CONCRETE TO BE PRESSURE TREATED. 2•THE DESIGN,FABRICTION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE Seal: 3.18, SUBMIT TO OWNER ALL FINISHES FOR APPROVAL PRIOR TO PURCHASE. OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRES WITH THE LATEST EDITION OF AISC SPECIFICATIONS. 7. LUMINAIRES IN CLOTHES CLOSETS TO CONFORM TO THE LATEST EDITION OF THE BUILDING CODE OF 3.19, SUBMIT ALTERNATES/SUBSTITUTIONS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO PLUS 2",NOR LESS THAN 8". 15. ALL PARTITIONS;EXTERIOR WALLS,AND CEILINGS WILL BE COVERED WITH %"TYPE"X"FIRECODE WALLS NEW YORK,OR APPLICABLE STATE,LOCAL LAWS,GOVERNING JURISDICTIONS. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 SERIES 8. ALL OUTLETS TO BE GFCI IN WET AREAS,KITCHEN:AND BATHROOMS. PURCHASING MATERIALS.ARCHITECT SHALL REVIEW FOR THE SOLE PURPOSE OF CHECKING AND CEILINGS IN GARAGE AND OVER BOILER OR FURNACE. ELECTRODES AND A307 BOLTS WITH LOCK WASHERS, RESPECTIVELY. 9. PROVIDE AN EXHAUST RATE OF 50 cfm FOR ALL BATHROOMS AND 100 cfm FOR ALL RANGE HOODS. FOR CONFORMANCE WITH THE DESIGN PRIOR TO CONSTRUCTION 12, ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT DURING 3.20. GENERAL CONTRACTOR MUST GUARANTEE THAT MATERIALS AND LABOR COSTS ARE MET CONSTRUCTION.THE WIRE SHALL BE 16 GA,CONFORMING TO ASTM A82. 16. DOUBLE ALL FRAMING UNDER PARALLEL PARTITIONS.PROVIDE FIRESTOPPPING AROUND ALL OPENINGS 10. RECESSED LIGHTING SHALL HAVE THERMAL PROTECTION AND BE LABELED AS SUCH. ACCORDING TO CONTRACT SPECIFIED AMOUNTS.OWNER WILL NOT BE RESPONSIBLE FOR 4.PAINT ALL NEW STEEL ONE SHOT COAT RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT 11. RECESSED LIGHTING IN DIRECT CONTACT WITH INSULATION TO BE TYPE IC RATED:AS REQUIRED BY CODE FOR AREAS TO BE WELDED. 11.1. NOWC RATED RECESSED LIGHTS TO BE%"FROM COMBUSTIBLES. r (��® CHANGES TO PRICES IN MATERIAL AND LABOR.GENERAL CONTRACTOR MUST SECURE COSTS 13. ALL SIDEWALKS AND RAMPS TO BE 2,500 PSI CONCRETE,4"THICK BROOM FINISH SCORE W/3/"DEEP AND GUARANTEES FROM VENDORS PRIOR TO SUBMITTING FINAL BID TO OWNER, 11.2. NON-IC RATED RECESSED LIGHTS TO BE 3"FROM INSULATION. �� 3.21. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONTRACTION JOINTS INTO APPROXIMATLEY 4'-0' SQUARES OR AS SHOWN,U.O.N.ON PLANS. 17. PROVIDE AT LEAST DOUBLE JOISTS AND HEADERS AT WATER CLOSET DRAINS,AND BATHTUBS,AND ALL 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH �c ,��c �®��o�, ,, VENT AND MECHANICAL OPENINGS,2'-0"OR MORE IN WIDTH, UNLESS OTHERWISE SHOWN IN DRAWINGS. 12. UNDERWRITERS CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION L , CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE D. FOUNDATIONS,FOOTINGS&SLABS THE AMIERICAN SOCIETY'S STANDARD QUALIFICATION PROCEDURE. OF ALL ELECTRICAL WORK, 11, A INDICATED IN THE DRAWING. 18. TAIL JOISTS OVER 4' 0"LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR N.PLUMBING '_,`.'_`-, 3.22. IF THE GENERAL CONTRACTOR FAILS TO FOLLOW THE THE AFOREMENTIONED PROCEDURES, 1. FOUNDATION WALLS SHALL BE 8", 10", 12",AND 16"(AS INDICATED ON PLANS)POURED CONCRETE TO BEAR 6.PROVIDE ALL STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRAWINGS.ALL WORK SHALL BE ; i_11 ., gHANGERS AND SPIKED SECURELY UNLESS SUPPORTED ON WALL OR GIRDER. GIN ACCORDANCE WTH THE STANDARDS OF TH® INDUSTRY AND ALL LOCAL GOVERNING CODES. �� ,,.,,. �% THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE CONSEQUENCES OF ON FOOTINGS WITH 4"CONCRETE FLOOR SLAB ON 6 MIL POLY CONTINUOUS SHEET ON 6"POROUS FILL W/ 1. PROVIDE ALL LABOR,EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK AS HIS ACTIONS AND DECISIONS, REBAR AS NOTED IN DETAILS, UNLESS OTHERWISE NOTED ON PLANS. FABRICATION SHALL BE STRAIGHT, FREE OF TWISTS, BENDS,OR OPEN JOINTS. """" - 19. FASTEN SECURELY ALL PARTS OF CAPENTRY WORK IN THERE PROPER PLACE.BRACE, PLUMB,AND LEVEL INDICATED ON THE DRAWINGS,AND AS REQUIRED BY LOCAL CODES AND ORDINANCES., I ® ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS, SPIKES,AND BOLTS TO ENSURE RIGIDITY. 7.FURNISH ANCHORAGE REQUIRED TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS. IN THE WORK 7, 311 nI- �O� 9. PROVIDE MEANS"FURNISH AND INSTALL", 2. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 1.5 TONS PER SF. (Fi BEARING CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS. 2. INCLUDE ALL PIPING;DOMESTIC HOT AND COLD WATER,SANITARY SUPPLY AND HOOKUP OF ALL 20. NAIL LAPPED JOISTS OVER ANY BEARING,TOGETHER WITH TWO 10d NAILS. OF OTHER TRADES,ANCHOR BOLTS AND OTHER ITEMS WHICH REQUIRE EMBEDMENT SHALL BE FIXTURES SCHEDULED ON THE DRAWINGS;AND INSULATION OF DESIGNATED PIPING RUNS.SHALL ��" yni.�y 10. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY SUB-CONTRACTOR ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. SPECIFICATIONS. 3.FOOTINGS SHALL BE A MIN, OF 3-0"BELOW GRADE,OR BELOW THE FROST LINE FOR PROPER INCORPORATION INTO THEIR WORK. AS INDICATED BY APPLCIABLE CODES, EXCEPT THAT THE BOTTOM OF THE FOOTING SHAI-L BE ADJUSTED TO 21. PROVIDE SOLID SURFACES AT LEAST 1%"IN BOTH DIRECTIONS ALL CORNERS FOR SECURING SUB-FLOORING.DRYWELL,ETC.FORM SURFACES WITH FRAMED MEMBERS OR WITH 2"WOOD BLOCKING 3. ALL ITEMS,SUCH AS FITTINGS, ETC., NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO 11, ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED, MATERIALS SHALL NOT THE ACTUAL LEVEL OF APPROVED BEARING STRATA FOUND UPON EXCAVATION, SECURED WITH AT LEAST 2 8tl NAILS AT EACH END. 8.ALL STRUCTURAL STEEL SHALL CONFORM T0: COMPLETE THE PLUMBING SHALL BE INCLUDED. BE STORED OUTSIDE THE BUILDING. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES ALWAYS REFER TO DRAWINGS FOR BOTTOM OF FOOTING LOCATION. HOT-ROLLED WIDE FLANGE SHAPES A992 FOR A PERIOD LONGER THAN NECESSARY FOR THE EXECUTION OF THE WORK BARS AND PLATES A36 22. PROVIDE 54"x3"BRIDGING BETWEEN ALL FLOOR JOISTS. MAXIMUM SPACE BETWEEN ROWS OF BRIDGING 4. SOIL,WASTE,AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. 4. TABLE R401.4.1 AND SUPPORTS SHALL BE 8'-0".SOLID BLOCKING AT ENDS. PIPES A501 12. INFORMATION ON DRAWINGS SHALL SUPERCEDE THESE SPECIFIGATIO'`NS, PRESUMPTIVE LOAD-BEARING VALUES OF TUBES 500(Fy=46KSI) 5. PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS,AND OF TYPE APPROVED . FOUNDATION MATERIALS(a) MATERIAL,FABRICATION,AND ERECTION SHALL CONFORM TO THE LATEST REQUIREMENTS BY LOCAL CODE. 13. DRAWINGS ARE NOT T LOAD BEARING PRESSURE O BE SCALED.WRITTEN DIMENSIONS SHALL BE USED ONLY. CLASS OF MATERIAL 23. ROOF CONSTRUCTION SHALL BE INDICATED ON DRAWINGS. OF THE AISC SPECIFICATION. pounds per square foot) 24. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE, H. h�1ASONRY 6. ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K COPPER TUBING,ALL WATER SUPPLY No. Date Submission / Revisions 14. EXIT ACCESS EXITS,AND EXIT DISCHARGE SHALL CONFORM TO CHAPTER 10 OF THE BUILDING CODE OF THE STATE OF NEW YORK. CRYSTALLINE BEDROCK 12,000 LATEST EDITION,WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND IT'S 1,ALL BRICK TO COMPLY TO STANDARD SPECIFICATIONS FOR BUILDING BRICK ASTM C216-79 PIPING ABOVE GROUND SHALL BE TYPE L COPPER TUBING. 9.20.24 FILED FOR ZONING REVIEW FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED,COMPLETE WITH FASTENINGS,ANCHORS, AND SHALL BE STRUCTURAL CLAY BRICK GRADE SW. MORTAR FOR BRICK TO BE TYPE 1. MASONRY ^- - -- --- SEDIMENTARY AND FOLIATED ROCK 4,000 BLOCKING,SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB,ALL STEEL BOLTS CONNECTING T 7. PROVIDE FOR DRAINAGE WATER SYSTEM,AND CAP ALL STUDS UNTIL FINISH WORK IS INSTALLED. 4.15.25 D.O.B. FILE SET FOR PERMIT BLOCKING, c � " UNITS SHALL BE CLEARLY IDENTIFIED TO SHOW GRADE OF UNIT S AND COMPRESSIVE STRENGTH. SANDY GRAVEL and/or GRAVEL(GW and GP) WOOD MEMBERS SHALT.BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.JOIST INSTALL DRAIN VALVE AT WATER METER WITH Y4"HOSE THREAD AND VACUUM BREAKER. POST-APPROVAL REVISIONS / AMENDMENTS 3,000 HANGERS AND CONNECTORS,STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE " ___ ___ i 2.WALL REINFORCEMENT SHALL BE APPROVED NON CORROSIVE METAL TIES,VERTICAL SPACING OF 8 PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE AND WHEEL SHUT OFF VALVES. SAND,SILTY SAND, CLAYLEY SAND,SILTY GRAVEL MUST BE INSTALLED IN ACCORDANCE WITH THE NEW PORK STATE BUILDING CODE REQUIREMENTS. 1 7.7.25 GENERAL REVISIONS and CLAYLEY GRAVEL(SW,SP,SM,SC,GM,GC) 2,000 REINFORCING MUST NOT EXCEED 32"O.G. 9. INSTALL ALL COLD AND HOT WATER PIPING. -- - - 25. BEAMS WITH FLITCH PLATES TO RECIEVE STEEL PLATE LENGTH AND WIDTH OF WOOD BEAMS HOLDING 3,WHERE LOOSE LINTELS ARE REQUIRED IN MASONRY VENEER, USE 4"x3-1/2"x5/16"THICK STEEL 10. FIXTURES AND EQUIPMENT BY OTHERS,ROUGH-IN,AND FINAL CONNECTIONS OF REQUIRED WASTE, ____ ----.--- CLAY,SANDY CLAY,SILTY CLAY,CLAYLEY SILT, FLITCH PLATES IN PLACE,THICKNESS AS NOTED ON DRAWINGS.BOLT FLITCH WITH Y4 BOLTS AT 2'-0"O.C. ANGLE.(NOTE THAT FIRST DIMENSION IS VERTICAL LEG, UNLESS OTHERWISE NOTED.) VENT,AND WATER SUPPLY PIPING BY PLUMBING CONTRACTOR.ALL SUPPLY PIPING TO BE VALVED, 1,500k STAGGERED,WITH TWO BOLTS AT EACH END. 11. INSULATE ALL PIPING IN UNHEATED AREAS AS INDICATED IN ENERGY NOTES. SILT and SANDY SILT(CL,ML,MH,and CH) - --- - F.CARPENTRY 4, BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES,SUCH AS ANGLES,ANCHOR FOR SI: 1 POUND PER SQUARE FOOT=0.0479 kPa BOLTS, FLASHING,STEEL LINTELS AND FRAMING,VENTS, SLEEVES, DOCK FRAMES,MISC.STEEL 0. MECHANICAL(HVAC}CAPACITIES OF WHEN SOIL TESTS ARE REQUIRED R SECTION R COM THE ALLOWABLE BEARING 1. GENERAL FRAMING SHALL BE ERECTED PLUMB,LEVEL,TRUE,AND SECURELY NAILED. WORK W/ANCHORS,ETC. 1. COORDINATE HVAC DISTRIBUTION SYSTEM, INCLUDING ALL CHASES,DUCTS,BRANCHES; ETC,WITH CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. 2, STRUCTURAL LUMBER SIZES ARE BASED ON DOUGLAS FIR#2 OR BETTER WITH A MIN. BENDING i _ I.OPENINGS CARPENTRY WORK.b.WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 MEMBER FIBER STRESS OF 875 PSI AND AN"E"OF 1,600,000 PSI. psf ARE LIKELY TO BE PRESENT ES THE SITE,THE ALLOWABLE BEARING CAPACITY SHALL 1 SET ALL JOISTS AND GIRDERS Wl NATURAL CAMBER UP 1.ALL DOORS, OPENINGS,AND WINDOWS TO BE SET WITH TOP AT 6'-8"A.F.F,UNLESS OTHERWISE NOTED. -- 2. PROVIDE AN EXHAUST RATE 0� 50 cfm FOR ALL BATHROOMS&100 cfm FOR ALL RANGE HOODS, B. SITE WORK BE DETERMINED BY A SOILS INVESTIGATION. 4. PROVIDE SOLID BLOCKING UNDER ALL NON-LOAD BEARING PARTITIONS RUNNING PERPENDICULAR EXCAVATION,BACKFILLING,GRADING 5. BEARING CAP TO JOISTS OR AS PEP.PLANS.PROVIDE SOLID 2x BLOCKING BETWEEN ALL ROOF RAFTERS OVER 2.ALL GLAZING AT GLASS DOORS,ENTRANCE,SIDELIGHTS,TUB AND SHOWER ENCLOSURES SHALL BE 3, ALL PIPING AND ASSOCIATED EQUIPMENT SHALL BE HYDROSTATICALLY TESTED AT CODE STANDARD CAPACITY OF SOILS SHALL BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS BEARING POINTS. (VENT AS REQ'D}, FULLY TEMPERED SAFER'GLAZING.GLASS SHALL BE IDENTIFIED. � ELEVATION OF WATER TABLE SHALL ALSO BE VERIFIED PRIOR TO PLACEMENT OF FOOTINGS& AND NO LESS THAN ONE AND ONE HALF(1/)TIMES THE MAXIMUM OPERATING PRESSURE. 1. REMOVE ALL'JEGETATION, REFUSE,OR EXISTING STRUCTURES IN CONFINES OF BUILDING 5. DETAILS OF FRAMING INCLUDING FIRE-STOPPING, BLOCKING,BRIDGING,NOTCHING,ETC,TO FOUNDATIONS.WATER TABLE SHOULD BEAT LEAST 3'0"BELOW LOWEST POINT OF CRAWL SPACE. CONFORM TO THE BUILDING CODE OF NEW YORK STATE LATEST EDITION. 3.HEADERS FOR DOORS&WINDOW OPENINGS(UNLESS OTHERWISE NOTED) 4. ALL DUCT WORK(AIR DISTRIBUTION SYSTEM)TO BE TESTED AND BALANCED IN ACCORDANCE WITH CONSTRUCTION AND PAVING CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. -- - 6. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE WITH A MINIMUM COMPRESSIVE 6. STUDS IN LOAD BEARING PARTITIONS SHALL ALIGN WITH RAFTERS,TRUSSES,AND JOISTS. IF SIZE OF OPENING: HEADER: SMACHA AND ASHRAE STANDARDS.THIS IS TO INCLUDE INDIVIDUAL EQUIPMENT FUNCTIONAL 2. PREPARATION SHALL INCLUDE IDENTIFYING REQUIRED LINES,LEVELS,CONTOURS,AND DATUM. STRENGTH OF 3,000 PSI AT 28 DAYS REQUIRED INSTALL ADDITIONAL STUDS TO PROVIDE THE ADDITIONAL SUPPORT. UNDER 5'-0" 2/2"x8" PERFORMANCE AND INTEGRATED SYSTEM REQUIREMENTS. Project Address: 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN 5'-0"TO 5-11" 2/2"xl0" 3. IDENTIFY UNKNOWN UNDERGROUND,ABOVE GROUND,AND AERIAL UTILITIES.STAKE AND FLAG 7. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL OR IN WATER. INSTALLED AND IS SECURELY SOUND. 6'-0"TO 6'-11" 2/2"xl2" 5. SPUTTER DAMPERS AND/OR BALANCING DAMPERS TO BE UTILIZED AT BRANCH TAKE-OFFS. LOCATIONS.NOTIFY UTILITY COMPANY TO REMOVE AND RELOCATE EXISTING UTILITIES AS 8. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S. BUILDING CODE LATEST EDITION T-0"AND OVER SEE DRAWINGS COMPLETE WITH QUADRANTS INDICATING DAMPER POSITION.AT ALL CHANGES OF DIRECTION IN REQUIRED.PROTECT ABOVE AND UNDERGROUND UTILITIES WHICH ARE TO REMAIN. S. ALL FILL SHALL BE COMPACTED IN 6"LAYERS TO NOT LESS THAN 95%OF THE MAXIMUM DENSITY WHEN REQUIREMENTS, LINTEL SCHEDULE: MAIN AND BRANCH DUCTS,VANED ELBOWS OR R/D RATIONS OF 1,5. 5000 BRIDGELANE TESTED IN ACCORDANCE WITH ASTM D1557. 9. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN SPAN: LINTEL: F -36ksi 4. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING OF INSTALLED AND IS SECURELY SOUND. Y UNLESS OTHERWISE NOTED,PROVIDE 6, RETURN PIPING OF BASEBOARD RADIATION TO BE RUN BENEATH ACTIVE SUPPLY LINE AND BELOW BE 10. ALL FIRESTOPPING/DRAFTSTOPPING SHALL CONFORM TO N.Y.S. BUILDING CODE LATEST EDITION 0'-0"-4'-0' 3/"x 3/"x/s' CONTROL VALVE.ALL TO BE HOUSED WITHIN BASEBOARD RADIATION COVER,AS REQUIRED. C U TC H FOUNDATION T ALLS.EXCAVATION FOR ALL FOOTINGS S TON UNDISTURBED EARTH WITH A 9.CHANGES OF LEVEL OF FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE SOIL 5'-0" 3%"x 3%"x%fi' 3-2x10 HEADERS OVER ALL BEARING MINIMUM DEPTH AS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE GOVERENED BY LOCAL REQUIREMENTS, � „ 5 WALL OPENINGS 6'-0"OR LESS. (ONE VERTICAL TO TWO HORIZONTAL), 6-0' 4"x3/X/6" YO 11 �35 CODES OR EXISTING SOIL CONDITIONS. 11, THE CONTRACTOR SHALL PROVIDE EVERY ITEM OF FRAMING AS REQUIRED,WHETHER SPECIFICALLY 7. ALL AIR FLOW DEVICES TO HAVE INDIVIDUAL CONTROL TO FACILITATE BALANCING AND INDIVIDUAL 10.ALL FOOTINGS TO BE CENTERED UNDER WALLS, PIERS, OR COLUMNS U.O.N. SHOWN OR NOT,TO MAKE A COMPLETE JOB IN ACCORDANCE WITH GOVERNING CODES AND GOOD T-0" 4"x3%"X5 6" OWNER/TENANT PREFERENCE. 5. GRADE TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO PRACTICE. 8'-0" 5"x3/x/6" THE EXCAVATION.PROTECT EXCAVATIONS BY METHODS REQUIRED TO PREVENT CAVE-INS OR 11. PROVIDE CORNER BARS IN FOOTING THE SAME SIZE AND NUMBER AS THE CONTINUOUS REINFORCEMENT 12, ANY LUMBER CLOSER THAN 8"TO FINISHED GRADE OR IN CONTACT WITH MASONRY OR CONCRETE 91 -01, 5"x3%"x3/" 8, PROVIDE NECESSARY EXHAUST SYSTEM, INCLUDING PIPING, FLUES,VENTS,ETC.,AS REQUIRED BY LOOSE SOIL FROM FALLING INTO THE EXCAVATION.REMOVE LUMPED AND LOOSE SOIL, LAPPED 2'-0"WITH MAIN REINFORCEMENT. SHALL BE PRESSURE TREATED LUMBER, 10'-0" 6"x3%"x3/" STATE AND LOCAL CODES, FIREPROOF,AS REQUIRED, BOULDERS,APJD ORGANIC MATERIAL FROM THE EXCAVATION.STOCKPILE EXCAVATED 13. ALL LUMBER SHALL BEAR A VISIBLE GRADE STAMPING. Date: 4.15.25 MATERIAL AND REMOVE EXCESS MATERIAL NOT BEING USED FROM THE SITE. 12. SLABS 14. ALL JOISTS BEARING ON CONCRETE SHALL BE FIRECUT W/A MINIMUM BEARING LENGTH OF 4". J. INSULATION/MOISTURE CONTROL 9. SUPPLY&RETURN DUCTS IN ATTICS AND UNHEATED AREAS SHALL BE INSULATED TO A MINIMUM OF GRADE SHALL BE 4"CONCRETE,W/SMOOTH, HARD,STEEL TROWEL FINISH.ON 6 MIL 15. EXCEPT AS UPGADED ON PLANS AND DETAILS,ALL LUMBER SHALL BE NAILED IN ACCORDANCE W/ 1. SEE PLANS FOR INSULATION REQUIREMENTS. R-8.ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 AS PER THE LATEST EDITION OF Project No: 24.010 POLYETHYLENE 6. ALL SAFETY PRECAUTIONS SHALL BE USED AS PER O.S.H.A REGULATIONS. YLENE VAPOR BARRIER ON 6"MIN. POROUS FILL U.O.N. ' THE SPECIFIED FASTENER SCHEDULE IN THE BUILDING CODE OF NEW YORK STATE. Z INSTALL"TYVEK"BUILDING WRAP OVER BUILDING SHEATHING IN ACCORDANCE W/MFG.S THE RESIDENTIAL CODE OF NEW YORK STATE.OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 16. PLACE PLYWOOD PANEL FACE GRAIN IN DIRECTION OF SPAN(TRANSVERSE TO JOIST SPAN). SPECIFICATIONS.SEAL ALL SEAMS,JOINTS,CORNERS, FLASHINGS, HEADERS AND ALL EXTERIOR 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ET 17, LEAVE%fi'SPACE AT ALL PLYWOOD PANEL END JOINTS AND;/8"SPACE AT ALL PANEL END JOINTS. VENTING HOLES W/3M CONTRACTOR SHEATHING TAPE#8086. CONTRACTOR TO CAULK ALL 10. ALL SUPPLY EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER AT Drawn By: JC 13.SLABS SHALL BE PLACED ON NONCOMPRESSIBLE BEARING MATERIAL.THE CONTRACTOR SHALL HAVE THE(TEMPORARY' oR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW RESPONSIBILITY TO REMOVE ALL SOFT BEARING MATERIAL AND REPLACE IT WITH COMPACTED FILL OF OPENINGS IN EXTERIOR WALLS. CAULKING SHALL BE FIRST QUALITY SILICONE SEALANT. BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. Dwg. Title: CONSTRUCTION, SAND AND GRAVEL UNDER SLABS ON GRADE. GENERAL NOTES & CONDITIONS Dwg. No.: AV R Aff In Armouinvo Page: 03 OF 27 WINDOWS TO BE: WINDOWS TO BE: DOOR SCHEDULE Architect: SCHEDULEWINDOW TE I MARVIN SIGNATURE ELEVATE OR ULTIMATE TYPE:AS NOTED MARVIN SIGNATURE ELEVATE OR ULTIMATE TYPE:AS NOTED VERIFY WITH OWNER ALL TYPES AND SIZES AS PER�MARVIN UNIT SUMMARY COLOR:BLACK AS PER MARVIN UNIT SUMMARY COLOR:BLACK BASEMENT WIND- BORNE DEBRIS PROTECTION FOR OPENING CU RTISS ARCHITECTURE PLLC FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS James Curtiss, AIA OPERABLE TAG SIZE TYPE LOCATION FROM To MAT. FRAME SILL HWARE REMARKS (MAXIMUM MEAN ROOF HEIGHT:3 SHUTTERASSMBLY 5') 1527 Franklin Avenue- Ste. 306 TAG # TYPE LOCATION UNIT DMNSNS REMARKS TAG # TYPE LOCATION UNIT DMNSNS REMARKS SHUT Mineola, N.Y. 11501 0.1 2 2'0"x T C" HINGED HALL CLOSET WD. WD. FOR PANEL SPANS:0<44'WIDE SPAN 0.1 2 CASEMENT BR 2-BR 3 PER UNIT SUMMARY EGRESS COMPLIANT' D.1 1 HINGED ENTRY FOYER 64,x 8'-0" TEMPERED GLASS 2 za'(3" s 0.2 3'-0"x T-0" HINGED HALL CIGAR FULL GLASS 5z )APA SPAN RATED as 24SHEATING GRADE PLYWOOD 518,833.0283 TEMPERED-SAFETY (OVERLAP AROUND OPENING 4") jcurtissarch@gmail.com 0.2 RESERVED Q 2 RESERVED O 3'-0"x 7'-0" HINGED HALL STORAGE ASSEMBLY:„ www.curtissad.com 0.3 0.3 2 AWNING WC 1 &2 2'-6"x 2-T ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/#10xT(w/ QX OVER TEMPERED GLASS z 0.4 2'-6"x T-0" HINGED HALL POWDER WASHERS)GALV.OR STAINLESS STEEL WOOD SCREW @ 16"O.C. Owner: D.3 1 MULTI-SLIDE DOOR LIVING ROOM 16'0"x 8'0° 4-4'-0"WIDE PANELS ALTERNATIVE FASTENERS FOR SHUTTER TO BUILDING, Joseph Leary 0.4 1 AWNING PRIMARY SHWR. 3'0"x 3'0° XOOX 0,5 n #10 TEE NUTS ATTACHED TO BLDG.wJ#10 x 1"'(w/WASHERS) O HINGED HALL BATH 5 MACHINE BOLT @ 12"O.C. 5000 Bridge Lane 0.5 1 CASEMENT MUDROOM 3'-0"x 5'-0" HINGED RIGHT D.4 2 HINGED-DOUBLE ENTRY LIVING ROOM 5'-0"x 8'-0" INSWING TEMPERED GLASS 2 2'6"x T-0" SHUTTER ASSEMBLY Cutchogue, NY 11935 0.6 3'-0"x 7'-0" HINGED HALL MECH MTL. MTL. FIREPROOF SELF-CLOSING �T FIXED TEMPERED GLASS D.5 2 HINGED-DOUBLE ENTRY DINING ROOM 64'x 8'-0" OUTSWING TEMPERED GLASS N.T.S. M�;,B1:1SECTION52'0C,ASSEMBLY, Structural Engineer: iH CiC 3�1�„5 4�<'O C. FOR PANEL SPANS 4'OR WIDER SPAN 0.7 2-3'-0"x 7'-0" HINGED BASEMENT CLOSET WD. WD, Reilly Tarantino Engineering CM.1 CASEMENT KITCHEN AS PER UNIT SUMMARY HINGED LEFT-COMBINED WITH TEMPERED GLASS 2 D.6 1 HINGED-DOUBLE ENTRY BSMNT FOYER 6'-0"x T-0" INSWING TEMPERED GLASS L'"APA SPAN-RATED z8 SHEATHING GRADE PLYWOOD 1000 Park Blvd. (OVERLAP AROUND OPENING 4") FIXED TEMPERED GLASS 2 D.7 1 HINGED PRIMARY BATH 5'-0"x T-0" TO HAVE AUDIBLE ALARM SEE POOL NOTES 2 2x4 STRONG BACKS @ 24"O.C. Suite#209 INSWING XO TEMPERED GLASS FIRST FLOOR Massapequa Park, NY 11762 TO HAVE AUDIBLE ALARM-SEE POOL NOTES ASSEMBLY 631.724.7888 BASEMENT TEMPERED GLASS 4-T-0"WIDE PANELS 2 D.8 1 GLIDER PRIMARY SUITE 6'-0"x 8'0" XO TEMPERED GLASS2 LOCATION 1)PRE ASSEMBLED PLYWOOD TO 2x4's,#10X3"(w/WASHERS)GALV.OR CM. 1 DEN 12'0"x 6'0" XOOX TAG SIZE TYPE FROM TO MAT. FRAME SILL HWARE STAINLESS STEEL WOOD SCREW @ 12"O.C. Site Engineer: TO HAVE AUDIBLE ALARM-SEE POOL NOTES D.9 1 GLIDER PRIMARY SUITE 6'-0"x 8'-0" O OX TEMPERED GLASS 2 2)ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w(#10x3"(w/ 2 3'-0"x T-0" HINGED HALL PANTRY WD. WD. WASHERS)GALV,OR STAINLESS STEEL WOOD SCREWS @ 16"O.C. Joseph Fischetti 0.8 1 KITCHEN 3'4'x 5-4" HINGED RIGHT TEMPERED GLASS O FIXED SEE 2-A-004.00 TEMPERED GLASS2 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, 1725 Hobart Road O 2-3'-0"x 7'-0" DBL.HINGED HALL CLOSET #10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 z"(w/WASHERS) Southold, N.Y. 11971 0.9 2 BASEMENT PER UNIT SUMMARY MEETS EGRESS MACHINE BOLT @ 12"O.C. 631.765.2954 O 3'-0"x T-o" HINGED HALL LAUNDRY " " Landscape Architect: FIXED POOL & HOT TUB NOTES: WINDOWS GLAZING OPENING PROTECTION IS REQUIRED FOR ALL GLAZING AREAS. O 2'6"x 7'0" HINGED I HALL POWDER IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. Dubner Landscaping and Construction F.1 2 PICTURE ENTRY FOYER 2'4'x 8'-0" TEMPERED GLASS 2 SWIMMING POOLS,SPAS,AND HOT TUBS TO FOLLOW THE GUIDELINES OF SECTION R326 OF THE 2020 RESIDENTIAL CODE OF CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE 505 Grand Street NEW YORK STATE.SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH �5 RESERVED MENTIONED WINDOWS.PANEL TO BE PRECUT TO FIT OVER WINDOW WITH Westbury, N.Y. 11590 SECTIONS R326.4.2.1 THROUGH R326.4.2.6.BELOW IS A SUMMARIZATION OF CERTAIN REQUIREMENTS. HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW F.2 RESERVED R326,4.2.7 GATES-GATES SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R326.4.2.1 THROUGH R326.4.2.6 AND WITH O6 RESERVED JACK POSTS,HEADER&SILL PLATE. PANELS TO BE MAINTAINED ON SITE. 631.777.1800 THE FOLLOWING REQUIREMENTS. LABEL LOCATIONS ON EACH PANEL F.3 RESERVED • R326.4.2.7.1 -SELF-CLOSING AND OPENING CONFIGURATION .ALL GATES SHALL BE SELF-CLOSING, IN ADDITION, IF THE O RESERVED Energy Consultant: GATE IS A PEDESTRIAN ACCESS GATE,THE GATE SHALL OPEN OUTWARD,AWAY FROM THE POOL. Home Energy SOIUtIOnS • R326,4.2.7.2.-LATCHING.ALL GATES SHALL BE SELF-LATCHING,WITH THE LATCH HANDLE LOCATED WITHIN THE gY F.4 3 PWDR.-STAIR-LAUND Y 6-6"x 2'-0" ENCLOSURE O RESERVED 187 East Main Street • R326.4.2.7.3-LOCKING.ALL GATES SHALL BE SECURELY LOCKED WITH A KEY,COMBINATION OR OTHER CHILD-PROOF Huntington, NY 11743 F.5 2 HALL 2 6-8"x 2-0" LOCK SUFFICIENT TO PREVENT ACCESS TO THE SWIMMING POOL THROUGH SUCH GATE WHEN THE SWIMMING POOL IS O RESERVED 631.673.0664 NOT IN USE OR SUPERVISED. F.6 2 W.I.C. 2'-0"x 6-0" TEMPERED GLASS R326.4.2.8.-DOORS WITH DIRECT ACCESS TO THE POOL THROUGH A BARRIER WALL SHALL BE EQUIPPED WITH AN ALARM THAT 10 2'-10"x T-0" HINGED HALL BR 3 gdlamay3@gmail.com PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN ARE OPENED. 2 SWIMMING POOL SHALL BE EQUIPPED WITH AN APPROVED POOL ALARM DEVICE.THE ALARM SHALL BE CAPABLE OF 11 2'-6"x T-0" HINGED HALL BATH 3 F.7 1 PRIMARY BATH 6-8"x 9'-0" TEMPERED GLASS DETECTING A CHILD ENTERING THE WATER AND GIVING AN AUDIBLE ALARM WHEN IT DETECTS A CHILD ENTERING THE WATER. " THE ALARM SHALL BE CLASSIFIED BY UNDERWRITERS LAB(OR OTHER APPROVED INDEPENDENT TESTING LAB)TO F.8 RESERVED REFERENCE STANDARD ASTM F2208 AND SHALL PRODUCE AUDIBLE POOLSIDE AND AT ANOTHER LOCATION ON THE PREMISES 12 2-3-T x T-0" SLIDING HALL CLOSET " n WHERE THE SWIMMING POOL IS LOCATED.ALL DEVICES SHALL BE INSTALLED,USED AND MAINTAINED IN ACCORDANCE WITH F.9 1 PRIMARY HALL 3'-0"x T-4" TEMPERED GLASS` THE MANUFACTURER'S SPECIFICATIONS. 13 2'-10"x 7'-0" HINGED HALL BR 2 n SUCTION OUTLETS SHALL BE DESIGNED TO PRODUCE CIRCULATION THROUGHOUT THE POOL AND SPA,AND SHALL BE 10 6 HALL 2&5 6 8"x 8'o" TEMPERED GLASS PROTECTED AGAINST USER ENTRAPMENT.- PROVIDE SUCTION FITTINGS AS PER R326.6.2. 14 2'6"x 7'0" HINGED HALL BATH 2 " - PROVIDE ATMOSPHERIC VACUUM RELIEF SYSTEM AS PER R326,6.3 .11 RESERVED _ PROVIDE DUEL DRAIN SEPARATION AS PER R326.6.4 15 2-T-6"x T-0" SLIDING HALL CLOSET 1. POOL CLEANER FITTINGS TO COMPLY WITH R326.6.5 SEE CM.1 KITCHEN TEMPERED GLASS THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER DURING INSTALLATION OR 16 2A0"x T-0" POCKET HALL PRIMARY BR " „ CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH R326.52 OF THE NYS SUPPLEMENT. 17 2-10"x T-0" POCKET PRIMARY BR WIC n n 13 2 FOYER 5,4,x 8'-0" MULLED WITH F.14 TEMPERED GLASS 2 - THE PROPOSED SWIMMING POOL SHALL BE SURROUNDED BY A PERMANENT ONCE CONSTRUCTION IS COMPLETE IN COMPLIANCE WITH R326.5.3 OF THE NYS SUPPLEMENT. 18 74'x T-0" HINGED PRIMARY BR PRIMARY „ 14 1 FOYER 6'-0"x 8'-0" MULLED WITH F.13 TEMPERED GLASS 2 BATH PRIMARY 19 D.O.B. FILE SET STAMPED BELOW BY 2'-6"x 7'-0" HINGED BATH WC 1 15 RESERVED ARCHITECT AND STAMPED APPROVED BY 2a 2'6"x7' o" HINGED BAH WC2 THE TOWN OF SOUTHOLD BUILDING n n .16 2 STORAGE 7'-a"x2'-o° DEPARTMENT IS THE SET TO BUILD FROM 21 7-6"x T-0" HINGED PRIMARY SHOWER FULL GLASS - � 1 MUDROOM 3'-0"x 7'-4" TEMPERED GLASS 2 BATH TEMPERED-SAFETY AND ORDER MATERIALS FROM 22 3'-C"x T-0" HINGED MUDROOM CLOSET �� Seal: - .18 1 HALL 3 1'-2"x 7'-4" TEMPERED GLASS 2 19 2 HALL 4 T-6"x 8'-0" TEMPERED GLASS 23 2'-T x T-0" HINGED STORAGE POWDER 24 3-0"x T-0" HINGED MUDROOM STORAGE MTL. MTL. FIREPROOF SELF-CLOSING ALL WINDOWS ARE CUSTOM, �U� � •.., • FINAL DIMENSIONS FOR ALL WINDOWS TO BE DETERMINED AFTER ROUGH-OPENINGS ARE FRAMED. 25 3'0"x 7'-0" HINGED MUDROOM GARAGE MTL. MTL. FIREPROOF SELF CLOSING o�� -17 • WINDOW DIMENSIONS ON WINDOW SCHEDULE ARE APPROXIMATE. • DO NOT ORDER WINDOWS PRIOR TO MEASURING AND CONFIRMING THE BUILT ROUGH-OPENINGS IN THE FIELD 26 2'-10"x 7'-0" POCKET PRMRY BATH WIC WD. WD. t, AFTER FRAMING IS COMPLETE AND INSPECTED, • DO NOT ORDER WINDOWS FROM ANY SET OTHER THAN THE PERMITTED TOWN OF SOUTHOLD BUILDING DEPARTMENT APPROVED SIGNED AND SEALED SET. 2Y8" :-.%` s , 7%"* 49 1/" 'CONSULT WITH CIGAR ROOM *CONSULT WITH WINE ROOM 4%° �'y VERIFY WITH ALL MANUFACTURER'S PRIOR TO ORDERING ANY WINDOW SYSTEM. 5 1 6/a 5 a n 5 ,, s T� s n f 2" /" /g' 3 2 / 2 / / 3 2 U ?1 7-�° CONSULTANT FOR WALL / CONSULTANT FOR WALL s VERIFY WITH OWNER FINAL DOOR WIDTHS, GLIDING DIRECTION&GLAZING TYPE 5Y" 5/2" - - COMPOSITION / 52 COMPOSITION OWNER ELECTS TO FABRICATE AND INSTALL WIND-BORNE DEBRIS PROTECTION AS PER DETAIL ON A-004.01 WET SIDE: . DRY SIDE: 1 ~� �,......0 p..:,. IN LIEU OF IMPACT-RESISTANT GLAZING �`� UNDERSIDE OF UNDERSIDE OF - UNDERSIDE OF k r GENERAL NOTES: CEILING,SAME AS WALL CEILING,SAME AS WALL CEILING ALL WINDOWS EXTERIOR COLOR BLACK UNDERSIDE OF UNDERSIDE OF UNDERSIDE OF 'r~,. .. j -Tx4"P.T.WOOD TOP PL p ALL WINDOWS NECESSARY FOR EGRESS ARE SPECIFIED IN WINDOW SCHEDULE UNDER"REMARKS". CEILING CEILING ~'� 2-2"xT WOOD TOP PLATE = " 2 ::..J 2"x4"P.T.WOOD 2-2 x6 WOOD =="" a ALL GLAZING TO LOW E4, -� r:_=vw TOP PLATE, FLAT 2"SPANISH CEDAR r`,.::; F` %"GREENBOARD OR FINISH -- 2-TxT WOOD ¢ TOP PLATE- 2-2x4 P.T.WOOD AS PER OWNER VERIFY WITH OWNER OPERABLE WINDOWS&DOORS TO HAVE INSECT SCREENS w x ='� 1` %"GREENBOARD - Y TOP PLATE z z TOP PLATE ~.:,:.. TO BE SELECTED BY OWNER „ o -K 1 LAYER <' r. 4 _.,::::F ;..:.. {,. _ INTERIOR VAPOR BARRIER- HARDWARE r' 3- i E o w 1 LAYER%"GYP.BD. _.. s �. . HINGED"LEFT"OR RIGHT"ARE VIEWED FROM THE EXTERIOR.VERIFY WITH OWNER FINAL OPERATIONAL DIRECTION. 1 LAYER /"G.W.B. - 6-MIL POLY VAPOR BARRIER `"' 1 LAYER ;,::.==- R-13 BATT INSULATION a_.r ..4... 1 EGRESS WINDOWS 8"G.W.B. �? :_..:,. "G.W.B. - - *R 21 BATT INSULATION f „ ..-.r4 ;...I EACH SIDE "- o' ) ,_< ZW" 16"O.C. 2"x6"@ 16"O.C. r , �-- 2"x6' 16"O.C. @ ..........::._,:.,, R310.1 WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE � @ �° < - w = I WOOD STUDS,FLAT t .. . 1 LAYER 8"G.W.B. k No. Date Submission Revisions > c.�:, WOOD STUDS ~ WOOD STUDS THAN 44"ABOVE THE FLOOR, 2'x6" 16"O.C. - 2'x4" 16"0.�. " -- - @ wl @ : EACH SIDE 1: - =_ `4 6-MIL POLY VAPOR BARRIER 9.20.24 FILED FOR ZONING REVIEW R310.1.1 MINIMUM OPENING AREA.ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NEB CLEAR WOOD STUDS _ = HORIZONTAL P.T.WOOD STUDS ::.1 _ - OPENING OF 5.7 SQ.FT. EXCEPTION.GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5SQ.FT. 2"x6"@ 16"O.C. HORIZONTAL BRACING HORIZONTAL :'": % <, HORIZONTAL �;. 4.15.25 D.O.B. FILE SET FOR PERMIT R310.1.2 MINIMUM OPENING HEIGHT SHALL BE 24" i �, WOOD STUDS- ----- - - ° 2"RIGID FOAM INSULATION 0-j < _ _ -_ BRACING I BLOCKING BRACING/BLOCKING BRACING I BLOCKING ------a.r R310.1.3 MINIMUM OPENING WIDTH SHALL HAVE NET CLEAR OPENING Or 20". HORIZONTAL POST-APPROVAL REVISIONS AMENDMENTS fi..L.. HORIZONTAL ` BRACING/BLOCKING R310.1.4 OPERATIONAL CONTRAINTS EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE L ' �� _ OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS, h= -- BRACING!BLOCKING 1 7.7.25 GENERAL REVISIONS 1 LAYER ... 'TEMPERED SAFETY GLASS e „ STONE WALL TILE ON FOUNDATION WALL `:-. '-- FOUNDATION WALL- FOUNDATION WALL ,'`:;. - - --- ----- THINSET MORTAR �;, EACH SIDE 1 LAYER a!' _.:...Al - - /a G.W.B. �, , AL GLAZING WITHIN 18 INCHES ABOVE THE FLOOR TO BE TEMPERED SAFETY GLASS 6-MIL POLY WATERPROOFING - 8"G,W.B. 1 LAYER 5/"G.W.B.-- GLAZING ,N AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT,MEETS ALL OF THE 2"x6"@ 16"O.C. MEMBRANE - 1 FOIL-LOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION!: WOOD STUDS ' G 1 LAYER,'"DUROCK f 1%"RIGID OR C.C. 1.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET. I- ^" =" --- --- -- - WATER-RESISTANT S R-15 BATT INSULATION-' SPRAY FOAM INSULATION 1.2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR. CEMENT BOARD J - 2"x4' @ 16"Q.C. .....~. , ;;...._ _ ._...._....... � ,, - 1.3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR. Tx6" 16"O.C. - " @ 'F E 2'W" 16"O.C. € @ P.T.WOOD STUDS = ; 1.4. ONE OR MORE WALKING SURFACES ARE WINTHIN 36 INCHES,MEASURED WOOD STUDS r� P.T.WOOD STUDS, FLAT -:... : HORIZONTALLY AND IN A STRAIGHT LINE,OF THE GLAZING, 2"x4"P.T.WOOD 1 LAYER%"GYP.BD. SOLE PLATE n R :, .:.._......�..... .. 2"x6"WOOD , 2"x6"WOOD - 2"x6"P.T.WOOD SOLE PLATE 2"x6"WOOD SOLE PLATE - SOLE PLATE ==° hI FINISH FINISH ' "-"" FINISH SOLE PLATE 1� FLOOR FLOOR FINISH FLOOR FINISH . Y '"i ' ~ �., .: FLOOR � .. FLOG ~ Project Address: ........................ 4' 0" 4'-0" 4'-0" 4'-01 OAS DRAWN O AS DRAWN AS DRAWN O AASDRAWN LL WOOD IN CONTACT WITH CONCRETE O AS DRAWN OAS DRAWN 5000 BRIDGE L 1 ALL WOOD IN CONTACT WITH CONCRETE ANE TO BE PRESSURE TREATED 5a ON FOUNDATION WALL O TO BE PRESSURE TREATED C U TC H 0 G U M 1 a NO G.W.B.ON HIDDEN SIDE Za NO G.W.B.ON HIDDEN SIDE 2"x6"PRESSURE TREATED[P.T.] I R-0 BATTLIDNSULAITIONC.WJ }/�' CLIMATE AND GEOGRAPHIC DESIGN CRITERIA N V YR 1193 1 b FURRED-OUT CONDITION.STUD DEPTH AS DETERMINED Zb LAUNDRY ROOM [REFER TO TABLE R301.2(1)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.] o BY WALL ALIGNMENT VERIFY WITH OWNER FINISH MATERIAL ALL WOOD IN CONTACT WITH CONCRETE co X WIND DESIGN SUBJECT TO DAMAGE FROM TO BE PRESSURE TREATED GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SPEED d TOPOGRAPHICAL SPECIAL FROST FLOOD 1.Ex INTERIOR SIDE AS DRAWN BOTH SIDES"WET" SNOW (MPH) ( ) EFFECTS k WIND WIND-BORNE DESIGN WEATHERING(a) LINE TERMITE c DESIGN UNDERLRED(h) HAZARDS(g) FREEZING ANNUAL ZC LOAD ) O REGION(I) DEBRIS CATEGORY(f) DEPTH(b) O TEMP(e) REQUIRED(h) INDEX(i) TEMP.Q) Date: 4.15.25 �r MODERATE NOT IN FLOOD Project No: 24.010 _J 20 PSF 130 NO NO YES B SEVERE 3 FEET TO HEAVY 20' YES ZONE 1500 o i I � MECHANICAL ROOM SIDE: Scale: AS NOTED co 4'0" 4'0" 4'0" 4'0° O PROVIDE ONE F R(1)LAYER RANT G.W.B. INTERIOR SIDE"WET'SIDE a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE Drawn B JC � I I I I / WEATHERING INDEX;"NEGLIGIBLE","MODERATE",OR"SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3).THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C34,C55,C62.C73,C90:C129,C145,C216. Y o NOTES: ORC652. Dwg. Title: MECHANICAL ROOM SIDE: b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE JURISDICTION SHALL FILL IN THE FRONT LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. 1. ALL WOOD IN CONTACT WITH CONCRETE TO BE X,1 PROVIDE ONE(1)LAYER c.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. PRESSURE TREATED, e n TYPE XFIRE-RESISTANT G.W.B. d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)A],WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON ASITE-SPECIFIC BASIS IN PROJECT NOTES 2. PROVIDE BLOCKING AND PLYWOOD BRACING AS ACCORDANCE WITH SECTION R301.2.1.4. REQUIRED FOR SINK,MEDICINE CABINET,AND VANITY. *DIMENSION MAY CHANGE DEPENDANT ON e.THE OUTDOOR DESIGN DRY-BULN TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97%-PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE.DEVIATIONS FROM THE APPENDIX D 3. ALL WALLS IN BEDROOM SECTION OF HOUSE TO HAVE TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. j I R 21 BATT INSULATION FOR SOUND ATTENUATION. FINISH MATERIAL f.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1, RIDERS L E G E N D g.TO ESTABLISH FLOOD HAZARD AREAS,EACH COMMUNITY REGULATED UNDER TITLE 19,PART 1203 OF THE OFFICIAL COMPILATION OF CODES,RULES AND REGULATIONS OF THE STATE OF NEW YORK(NYCRR)SHALL ADOPT A FLOOD D.3 4. VERIFY WITH OWNER OPTIONAL GATT INSULATION IN ALL HAZARD MAP AND SUPPORTING DATA.THE FLOOD HAZARD MAP SHALL INCLUDE,AT A MINIMUM,SPECIAL FLOOD HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN THE FLOOD INSURANCE STUDY o j OTHER WALLS FOR SOUND ATTENUATION, FOR THE COMMUNITY,AS AMENDED OR REVISED WITH: � I " I.THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM) I I ii.FLOOD BOUNDARY AND FLOODWAY MAP(FBFM),AND III.RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. Dwg. No.: THE ADOPTED FLOOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND DECLARED TO BE PART OF THIS SECTION. WALLTYP ES h.IN ACCORDANCE WITH SECTIONS R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1.,AND R905.8.3.1,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". SCALE: N.T.S. I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA 16 4' CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" -� j.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE"AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREES F.)" k.IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS MM PART OF THE TABLE WITH"YES".OTHERWISE THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. U so 1 I.IN ACCORDANCE WITH FIGURE R301.2(4)A,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS;THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. m.IN ACCORDANCE WITH SECTION R301.2.1.2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONE(S).OTHERWISE,THE JURISDICTION SHALL INDICATE"NO"IN THIS PART OF THE TABLE. n.THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOAD FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. AS PER FIGURE R301.2(4)B-PROJECT IS NOT LOCATED IN A REQUIRED WIND DESIGN REGION. Page: 04 OF 27 - - - -- - I " Architect: 1 I �I 'y 2 1 ' �� ....:..�..-1... 2 .:. ., � � ' i CURTISS AR CHITECTURE PLLC , .. 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I , , . ; : + : L_ - .-- __ __ - - __ - __ - __7 1__ - - - __11.__ - . .11 -2_ ___ - __ __ - - -i__ _ __ __j I I . ": 1 : . 2 : : .I 11 I � : : i - : I �_.. — i .. : �X� ; ; . : : � ,. � : ; : I - A : ; I \:�� : : �� A I '� A-JUI : -.-,'..+ -301 i Project Na: 24.010 i .., �: I : � � . : : -303 �. :,++' I : . A-303 : p 1: ++. I . . I . ++� ! I �, .: i i : � : ! I : : : ,�. . ; ,,, ! ; I I :. ; : , *+1,- I _1 : i Scale: AS NOTED ..:+ �:+ ! : ; ; ... : . : I :1 . i I � : Drawn By: 3C i I ; : i : : : I 30'-O-,"' 25-41": ; I � �0"! - 11 27'.8" — "J l-o"' Ie it i.. 01 Jo"�e 4 � \:,� I III 1. I. I.: Dwg. Title: l : ,_V L-17 ; : __J , I : I : — ; I �,_-_O. ; ! : i 15--2�1'l : 32'-0-41" 1IT-42" 27'-04-1" . 29--8" 11, 4 1�1 L. I . . ; 121'-4" : Ile BASEMENT NOTE: TREADS AND RISERS AS PER 1. INTERIOR DIMENSIONS ARE FROM FINISH-TO-FINISH FOR CLEAR OPENINGS,SEE WALL TYPES ON A-004 FOR WALL COMPOSITION. GENERAL STAIR NOTE ON A-002.- 2. ALL STRUCTURAL FRAMING INFORMATION AS PER STRUCTURAL ENGINEERING DRAWINGS,PREPARED BY REILLY-TARANTINO. PROVIDE RAILINGS PLAN 3. FOR ANY DISCREPANCIES IN THE STRUCTURAL DRAWINGS OR IN THE FIELD,CONTACT REILLY TARANTINO,P.E. FOR CLARIFICATION. 4. SEE A-002.00 FOR ALL GENERAL PROJECT NOTES and SMOKE AND CARBON DETECTOR NOTES. 2"RIGID INSULATION AS PERIMETER OF 5. ALL FINISHES, INCLUDING WALLS,FLOOR AND ELECTRICAL:IXTURES AS PER OWNER. FOUNDATION WALL AT ALL FULL HEIGHT -004 BASEMENT CONDITIONS OR AS SHOWN ON^/�/ 6. WALL TYPES ON A ,,_ Dwg. No.: / ,_ /g,� 7. STAIR AND RAILING(GUARDS)INFORMATION ON A-002.00 SECTIONS , ,//� 8. ROOM S TO HAVE%"TYPEXGYP.BD. FINISH,SEAL ALL JONTS,AND FIREPROOF ALL OPENINGS/PENETRATIONS ARE: .,// 1 , 8.1. MECHANICAL ROOMS " _ 8.2. GARAGE NOTE: A-200 8.1 GARAGE STORAGE SEE STRUCTURAL DRAWINGS PREPARED BY REILLY-TARANTINO FOR ALL: 1. FOUNDATION WALL&FOOTING THICKNESS,COMPOSITION,AND REINFORCING I IIIIIIIIIIIIIIIIIIII 2, SLAB THICKNESS,COMPOSITION,AND REINFORCING. I BASEMENT & FOUNDATION PLAN 3. FLOOR JOISTS 4, ADDITIONAL STRUCTURAL DETAILS,STRAPPING,CONNECTIONS&HOLD DOWNS � � � _�_� ,I I __:�_�-.J--- I I I I I I �� : : 4 : I I ------_ 1.11 , ;;;;,, . , 1,,_7 WI, ' " 7"' 7 ''��24'- , _� ,�,., L � �, t,V-6 1_011� , , : I ,I I I =- .11 I IF � ,,"`,,; ,"I-I I-I e, 'A 1 1 f ; . - -1 � r� - ii � f: -� ;. I I l, 1 1 SCALE:X"=11'4' Page: 05 OF 27 � Architect: CURTISS ARCHITECTURE PLLC James Curtiss, AIA Ste. 306 1527 Franklin Avenue Mineola, N.Y. 11501 2 A-301 A-301 518,833.0283 A-200 A-303 A-302 V/ jcurtissarch@gmail.com www.curtissad.com Owner: STANDING SEAM METAL ROOF Joseph Leary BY ATAS INTERNATIONAL OR APPROVED EQUAL 5000 Bridge Lane DUTCH SEAM Cutchogue, NY 11935 COLOR:BLACK IIAl IIIStructural Engineer: -—---___-_-----_-----_-_---_---- .....................IHALF-ROUND Reilly Tarantino Engineering II1000 Park Blvd. GUTTERS TO LEADERS IITO APPROVED DRYWELLS IIIISuite#209 COLOR:BLACK IIII161-911 161-911 14'-1 0" 161-311 16'-3" 211-811 22'-9" IL*IMassapequa Park, NY 11762 lop 631.724.7888 I------------.............. ---------------------------I ------------------------ Site Engineer: -—----------------------------------------Al IIIIIIJoseph Fischetti IIII1725 Hobart Road IISoutold, N.Y. 11971 IIIIIHALF-ROUND 631.765.2954 IIGUTTERS TO LEADERS IIIt.... ------ tItItIIIIt ----- ---------------------TO--AP-PIROVED-DRYWE-LLS---------------------------------------------------------------- —----------------------------................................ILandscape Architect: ----------- IIICOLOR:BLACK ttittIIIIDubner Landscaping and Construction IIItIIIII - ....IItI505 Grand Street IItIIisIIII #1 ALASKAN YELLOW CEDAR TAPERSAWN ItIttItIIIItIIit41 PREMIUM Westbury, N.Y. 11590 ICEDAR SHAKES IIIIIII...... ..... 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IItssiitII .... .......I18" 7Y2 EXPOSURE]-Y8"BUTT THK.itIIIIII .......... I ........ir.1 ....... NEWYORK 11935 IIIII ....... ...... I1 41:1.. ................... ItIIIsI.. .......... ........ IIttiiI ....... ....... ............ ... .... ..............r I..... ItIIIIIII........ ... . IIiT i ------- I..........I I IIIIIIII---------- ---- ........ ------- ..... -----------------------t ......i! 41 U IItIItIIItItIIIIIIII . . . . . . . . . . . . . . . . . . . . tIIIIt . . . . . . . . . . . .I..... ...... ------- .....III is.........isr .............. ------- isL'GUTTERS TO LEADERS IDate: 4.15.25 To AP 'P� ................................................ .......... ......... ..........OVED DRYWELLS tProject No: 24.010 ICOLOR BLACK II—----------------IIIIIIIISTANDING SEAM METAL ROOF Scale: AS NOTED IBY ATAS INTERNATIONAL OR II--------—--------------- Drawn By: Jc APPROVED EQUAL DUTCH SEAM 2 Dwg. Title: COLOR:BLACK GUTTERS TO LEADERS I -301 -303 -303 A A A TO APPROVED DRYWELLS COLOR BLACK 151-011 151-011 14'-10" 16'-3" 161-311 171-011 271-511 GUTTERS TO LEADERS ROOF PLAN TO APPROVED DR�WELLS COLOR:BLACK zi� A-200 2 A-301 Dwg. No.: BASEMENT & FOUNDATION PLAN SCALE:)/4" V-0" Ar % E I Page: 07 OF 27 2Z-9- IIIIIIF _ 4t IIIIIII Architect: CURTISS ARCHITEc ruRE PLLC James Curtiss, AIA 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 518.833.0283 jcuftissarch@gmaii.com www,curtissad.com F1 41 ALASKAN YELLOW CEDAR Owner: T&G VxT C? Joseph Leary 5000 Bridge Lane Cutchogue, NY 11935 Structural Engineer: #1 ALASKAN YELLOW CEDAR TAPERSAWN Al El. Reilly Tarantino Engineering CEDAR SHAKES-#1 PREMIUM 1000 Park Blvd. 18" 7"EXPOSURE]- BUTT THK. A\ Suite#209 7 1"; Massapequa Park, NY 11762 .0 631.724.7888 x J i 71' te Engineer: 12 12 :1 12 L LI. Joseph Fischetti 12 _7 _j . ..... 12 12 12 1725 Hobart Road STANDING SEAM METAL ROOF 12 , T.. BY ATAS INTERNATIONAL OR Southold, N.Y. 11971 . ...... --------I --- U APPROVED EQUAL -------------- l_ jJ j 1. 631.765.2954 DUTCH SEAM T #1 ALASKAN YELLOW CEDAR TAPERSAWN COLOR: BLACK _J_ CEDAR SHAKES-41 PREMIUM .......... ............._1 I I =7jTj:-i 18" 7"EXPOSURE]- BUTT THK. T _j j T Ij ij ------------ -ROUND 505 Gra -J, j HALF J 1-1.111---1 L I . .... . [71 HALF-ROUND J es ury, 5 #1 ALASKAN YELLOW CEDAR TO APPROVED DRYWELLS GUTTERS TO LEADERS . .. .......... T&G T'4" 1 --------------- -- ------ - -=_-;_-_.'- COLOR: BLACK 631.777.1800 ----------- TO APPROVED DRYWELLS j I 7] COLOR:BLACK 1 U-1 . ..... L_J, _['e i..",I....I i �_i;�A=-F=L�_! LA 4--i Energy Consultant: 1_1 J 1 i Ll I il.111111111.1j, :1.....1 .4- .......... .............. .......r-11-- 1 1 t-'"'," - ; i i . . ...................................................................... FIRST FLOOR Home Energy Solutions 187 East Main Street ........................------------____ ........................ —------------------- ---- 2' ILIJ -6 6-0" Huntington, NY 11743 CEILING 6-8" 6-6" 6.6 6-6" ..... ()42 _CE E1_1 631.673.0664 —---------—---------------- ---------------------------------------------- ------- ............ 2 E gdlamay3@gmail.com -7 C\j ..... ----------- .. ... J j j J E"F] WIN. HEAD ---------- 9 i j i i i 1 1 ............ Jl J_-—- j_ 2:1 al,[vw�]�.l j. IrT ............ ........... CF.1) �T" T LJ 1 1 -1-1-1 L U;j 1-L I j.......... 1__----------- J---------- C? 1 1_1 L_Lj 9 9 80 EO _4 -aaJ., 1:J LLI 4 L1 1-1 ! 11- u ! 1 1 1_1 A. LI-4 -Ij Lj ............. 1 1 L! Q7 1.: 1- _71 L 1 .......... LLLT 1 1 1 J ILI L-1 I 1-1 L ........ ....... in ..... ........ . ..... 71 ...... ...1 � ........ .. ..... . ....... t] i FIRST FLOOR J I M11 I I ------ ... ... "---------------- ---- +53'-6" --------------- -—---------- ...................................... 11_ J-1 E f- -,—107 -11 1 L J i. _j, ------------ ------------------------------ .. .... ..... r La:l ......... 4�L�.............. ---------------- , -6' +511' J-4 ------------- ------ .................................. ------ ........ +50'-6" +50'-6" __j +49'-0" J_ % LEADERS TO APPROVED DRYWELL SYSTEM F_ D.O.B. FILE SET STAMPED BELOW BY 1 ARCHITECT AND STAMPED APPROVED BY F_ THE TOWN OF SOUTHOLD BUILDING I DEPARTMENT IS THE SET TO BUILD FROM F_ STEP FOOTING AS PER AND ORDER MATERIALS FROM STRUCTURAL DRAWINGS,TYP. BASEMENT SLAB Seal: N \,_PF +42--l" — — — — — — — — F _j -- — — — — — — — — — — I — — — — — — D 4? FRONT ELEVATION [NORTH ROAD] ,sc 1i SCALE: V-0" ............................. ............................ ................................. .............................. .................................................................; N ......................................... 00 .......... A, ................................ Al RIDG _E� ... ............ 71 T, .... .. ..... -z' f Yi, T-r- 'zai 'z, J 1 ............. 0.,_�....... 7 T j j I T j :j, ......... IJ r ............ 1� i2j: .... .......... j _Elf ns No. Date Submission Revisio A "Ll _.j Llj, T J-12I.. J 9.20.24 FILED FOR ZONING REVIEW i i!J 2, J-1.lil_ RIDGE I ": 11........... I........ ..... i T, .............. _Lj J i�,J.J.J.J Jy ..................................... �J,:1,1� J _J L,...............I 1.1--L 4.15.25 D.O.B. FILE SET FOR PERMIT `,2 ...............I I.............. A.1j", 1.1.J, J.j ...... .. ,....... ... POST-APPROVAL REVISIONS AMENDMENTS ............� 91 ALASKAN YELLOW CEDAR TAPERSAWN S CEDAR SHAKES-#1 PREMIUM 5 j j. T GENERAL REVISION J I I ..I _J.......... i J J. i7 f I -Ul j "J"1", 1. j .............". i'T i: J ............ J !J..! 7.7.2 jr V_......... J_� djv.]. .17j,"111111 j_�, ILI L__ 1(Al 1J J,� i; j J 1 18" 7"EXPOSURE]-Y8"BUTT THK. �J. L ..........i-41-, I jj 'a!: "F'"T jn f T! i i,1!:: J.LL4.11 J-11A , , 1-1, ILI L_;J 'Y' J, #1 ALASKAN YELLOW CEDAR TAPERSAWN .......... 1 11! J, J i 1 i i ij J_4_1 j.I CEDAR SHAKES-#1 PREMIUM j_",_yTJj,!_" T 'J'J ............... 18"17X2 EXPOSURE]-Y8"BUTT THK, J.J`�L.J-J-, .j i 1 1! _LiJ.; ......... .......... 1_1 J_L41. J_-L""J" .. ....... 0 0 1 1 1, 'J, Ij 4 J"".,Jjj J ITL L _aLl 1: i_j I...! I 0 L:.. i �.i 1. a 1.. ........... f,,4--�- . ... . . 417 lil ", 21 1. L Li .................... �_Jj J,11 .............. Uj ;U Uj ILI L44 ........... ............. . .......... ........... - .........................--- .......... --- ao % 77�_ FT Ad FIRST FLOOR 'T' co ........... avi,� CEILING CEILING L,_!_ j 1 L J. WIN.HEAD ARIES] ........ J C\1 - --—----------—- --------- .......1 L1 Ei j i WIN.HEAD VARIES] I I I T, ------------- ............... . ......... j ............. ......... #1 ALASKAN Y ------ 5000 BRIDGE LANE WIN.HEAD HG ELLOW CEDAR TAPERSAWN CEDAR SHAKES #1 PREMIUM 9 063 _41 18" 7"EXPOSURE] Y8"BUTT THK. .......... 09 ....... NEWYORK 11935 9 �j. ..................I............... ...... ....... i..J. 1 !J ......1.1 '[::�l J ........... 1_-_1-11] ['j—i ......... L..,I...........1111".1, FIR FIR ST FLOOR 4.15.25 Date: TF Xd ST FLOOR ............. L_4 Jl. W+53'-6" �T .......... BASEMENT CLG. T L1 .J J ---------- Scale: AS NOTED ... . .. .... .. . ........... .............. .................. ............................ A_ E7=7 ................ �_fl Ic Drawn By: --------- CLIG-:- L I . ...... ........- Dwg. Title: +49'-0"' +49'-0" --------- FI— WIN.HEAD HGT BUILDING co ELEVATIONS #1 ALASKAN YELLOW CEDAR T&G 1'x6"OR �C? CO RECLAIMED EXISTING BARN WOOD. BASEMENT SLAB Dwg. No.: — — — — — — —1-7 — — — — — _42'-1 T_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LOCATE WINDOW NO A HlGHERTHAN T-8"FROM FINISHED 0 0 FLOOR TO FINISHED SILL a 21 LEFT SIDE ELEVATION [EAST]. 0 SCALE:N.T.S. 7 4i77 Page: 08 OF 27 Architect: CURTISS ARCHITECTURE PLLC James Curtiss, AIA 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 ..................... ............... ....................................................... 518.833.0283 jcuftissarch@gmaii.com www,curtissad.com F� ................ #1 ALASKAN YELLOW CEDAR Owner: C� T&G 1"x6" Joseph Leary STANDING SEAM METAL ROOF ttl\ RIDGE BY ATAS INTERNATIONAL OR 5000 Bridge Lane APPROVED EQUAL Cutchogue, NY 11935 DUTCH SEAM COLOR: BLACK Structural Engineer: #1 ALASKAN YELLOW CEDAR TAPERSAWN Reilly Tarantino Engineering CEDAR SHAKES-#1 PREMIUM 18" 7/2 EXPOSURE]-Y8"BUTT THK. Suite#209 Massapequa Park, NY 11762 FASCIA- 631.724.7888 #1 ALASKAN YELLOW CEDAR T&G 1'4"OR u—i -L RECLAIMED EXISTING BARN WOOD Site Engineer: .... ........ ....... STANDING SEAM METAL ROOF J "Lu 1 1 1 ; BY ATAS INTERNATIONAL OR Joseph Fischetti A\ X APPROVED EQUAL L_ IX 1725 Hobart Road s s DUTCH SEAM Ti is 7 s COLOR:BLACK Southold, N.Y. 11971 -ROUND 631.765.2954 I . . ....... HALF GUTTERS TO LEADERS J.. ......... Landscape Architect: TO APPROVED DRYWELLS COLOR: BLACK .....— Dubner Landscaping and Construction ............ 505 Grand Street 11 ALASKAN YELLOW CEDAR #1 ALASKAN YELLOW CEDAR b�b'47� I M 7' Westbury, N.Y. 11590 LL T&G VxT OR T&G VW" ............ RECLAIMED EXISTING BARN WOOD 631.777.1800 Energy Consultant: ... ...... CY)......................................... .................... ............ --------------------------------- ............................................................. ... ................... ..... .............. .......... ........... .................................................. ........... CEILING 187 East Main Street ........................................................ ........... ----------- -------------------------- ------------ ------------------------.......... ___------------ ---------------- Huntington, NY 11743 g amay gmai .com L: U JAHL)b-RAILI GS CABLE R SEE GENE L NOTE A-002 1 Ll 1 s ....... ........ ---—------- -------- ....................... FIRST FLOOR ...... _--- .......... .......... ....... ........... . .... ....... 53'-6" ..........��i r -—-------- ............ ....... ..............I .......... ................ 5T-6� ........... --___ ..............=......... .......... ............... -------------:9 ................. .......................................... ........... -----1. ............. .......................... ............................. ............. C? +51 :1 f�, [7 . . .... ....... UT 50j" - -------- ..1'r SKAN YELLOW CEDAR TAPERSAWN CEDAR SHAKES-#1 PREMIUM D.O.B. FILE SET STAMPED BELOW BY 18"[T EXPOSURE]-Y8"BUTT THK.. ARCHITECT AND STAMPED APPROVED BY THE TOWN OF SOUTHOLD BUILDING STEP FOOTING AS PER STRUCTURAL DRAWINGS,TYP. DEPARTMENT IS THE SET TO BUILD FROM AND ORDER MATERIALS FROM Seal: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —REAR ELEVATION [SOUTH] SCALE:)/4" V-0" D Al#1 ALASKAN YELLOW CEDAR ............. F1 T&G 1"x6" 0311 I#1 ALASKAN YELLOW CEDAR TAPERSAWN CEDAR SHAKES ............ ..............41 PREMIUM I ............ .......... 1....... ......7"18 EXPOSURE] BUTT sI........... THK, .......... ........... ............. ............RIDGE 17— ......... .. .......... Submission Revisions .......... No. Date 1i T ....... 9.20.24 FILED FOR ZONING REVIEW ......... .......... .......... ......... 4.15.25 D.O.B. FILE SET FOR PERMIT IPOST-APPROVAL REVISIONS AMENDMENTS .......... .......... ............. ............ 7.7.25 GENERAL REVISIONS s1......... ............ ....... ..... s........... I.......... s............I......... L i..................... ............. s . ........L GUTTERS TO LEADERS c�I TO APPROVED DRYWELLS .. ........ ............ COLOR:BLACK 4 ....................GARAGE CLG .......... .......... ............ Project Address: CANYON RIDGE MODERN GARAGE DOOR BY J-4...........4 CANYON RIDGE . ..... L ....... MODERN GARAGE DOOR BY ......... CLOPAY 5000 BRIDGE LANE ......... CLOPAY .............I .......... ..I....... ---------- ..... ..................... NEWYORK 11935 .......................... __-_-_-------------...... ----------------- ...................... ..........I T GARAGE SLAB +5l'-6',, 51'-6": .11 51'.6" Date: 4.15.25 Project No: 24.010 - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T - - - - - - - - - - - - - - - - - - - - - - Scale: AS NOTED 1 #1 ALASKAN YELLOW CEDAR I I .Drawn By: Ic F- -1 T&G VxT F -1 Dwg. Title: STEP FOOTING AS PER STRUCTURAL DRAWINGS,TYP. BUILDING ELEVATIONS Dwg. No.: RIGHT SIDE ELEVAT_ION [BRIDGE] 2 SCALE: V-0" Page: 09 OF 27 � I Architect: - Fit : : : i CURTISS ARCHITECTURE PLLC : 11: 2 t i ! C? : i : James Curtiss, AIA i i , �0 . ; . ; ! , , ___" i : I : I ; i : - __ - - - (6-TYP�' ; : : : 1527 Franklin Avenue- Ste. 306 ...&- � : i i . 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"I � ., � _..+**** I ., " L I 11:: I' _� " OtA R/fi4�//,' K" �� "" ++'.,,"' I . .... .... .... - - - - --J �, + �, - I . , �+�/, IV// I ��'. �, ",,,/* I -1 Z� �/"�,/ I � 21 BUILDING SECTION , I SCALE:Y4"=V-0" , - - - - _J ,ii_ - - - - - Dwg. No.: �.Slm 3,SIM -400.0 - jmlh� Apr& &"'% ff 1% a I 0 N _,/_,� .1 - - - - - - __� ; I= UV1 : : : : : i I : I : t i ; I : : . . 1 : : . . rr I ; ! : it :i i: it it it it I! i t 11 ........zm"" ; . : ! ; : i ; i I ; : : . . . ; P : ; it I . it � it ; it : ; i : i : I ; : ; : &: : : r : i ; : I ; : ; t ; i ; : ; i : : : : : . \1-1/ I Page: 10 OF 27 . Architect: CURTISS ARCHITECTURE PLLC James Curtiss, AIA 1527 Franklin Avenue- Ste. 306 Mineola, N.Y. 11501 L "-.11 ... ..... . . . . . . ....... 111 IL T Lrwvd. L.- i L! �-L: ----------- .. ..... ............ Li .......... NOTES: L 1 518.833.0283 71 ...... ILrooF, U—] . .... 1 r AL'I ..........I . .................. jJ _;..�j Lj 1:--l-L 1_1 1 -1. -LID 11 L! 1. FOR ALL EXTERIOR WALL AND ROOF COMPOSITION, Ll . ..... ------------ .......... 1-:J jcu�issarch@gmail.com -7........ ------ -------- ...... ----------- ------------ SEE A-400 DRAWINGS. ............. ...........i ........... :r i t Owner: www.cuftissad.com .....I..... TJ J-A 2. REFER TO STRUCUTRAL DRAWINGS PERFORMED BY ............. REILLY TARANTINO STRUCTURAL ENGINEERS FOR IJ i _7.............. ............... ALL STRUCTURAL INFORMATION. I i !J L__ .J 1 1 3. STRUCTURAL INFORMATION ON THESE DRAWINGS P 1T -:1-addid J ............ ARE FOR GRAPHICAL PURPOSES ONLY. .................. . .... ....... . ......... Joseph Leary .......... 1 Ll.......... I.v i LJ el 1 1 i J '"I" j:;;J;::1;::;:L_::;-;;j J 1 1 . ..... . .......... J .7. T 5000 Bridge Lane ---- ----- - r ... ....... .......... LI...........1 . ...... '�L RIDGE I ....... % Cutchogue, NY 11935 ................... J I T.O.RIDGE BEAM ±L�zl-.-Iz� L I ........1.1 1 id I 1 1 1"'..Tj ................ ....................... ....... .... 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Site Engineer: ..................... -----...... -0" L i 15' Joseph Fischetti f j— L! ............ 16. -(V LL—Li L-LU 1725 Hobart Road —--------------------------- Southold, N.Y. 11971 ... ... . 7- HALF-ROUND 631.765.2954 GUTTERS TO LEADERS r TO APPROVED DRYWELLS Landscape Architect: C'4 04 COLOR:BLACK Jal.] I i......... ........... J Dubner Landscaping and Construction J ran ree T.0,PLATE AN\ GARAGE CLG ............. Westbury, N.Y. 11590 ............ ....... 631.777.1800 9 LID Energy Consultant: .......... WIN H E Home Energy Solutions I ............. ...... ------- ........!.]_[] ............. 187 East Main Street Huntington, NY 11743 c? 631.673.0664 zo MDRM gdlamay3@gmail.com .......... -GARAGE +53'-10" .0. FNDN WALL 2 --------.......... A T.O.FNDN WALL+52'-2" G +51'-6' ......--_-__............................................................-_---------_---------- ---___--_---__-- +5 1'-� $00" "#PF"; -"0111; P c') R ok AA. �/a �'%"� 'd M :le 7/04K CD P� M/' 0_0 NOTE:PITCH ALL GRADE AWA FROM BUILDING GRADE MIN.6 INCHES FOR FIRST 10 FEET AS PER R401.3 OF THE N,Y.S.BUILDING F -1 r — -i r — -i CODE,LATEST EDITION. FOR IMPERVIOUS SURFACE, PITCH MATERIAL 4" FT.(2%)AWAY FROM BUILDING - - - -- - - - J_ - __1 L -1 L -1 I D.O.B. FILE SET STAMPED BELOW BY ARCHITECT AND STAMPED APPROVED BY THE TOWN OF SOUTHOLD BUILDING DEPARTMENT IS THE SET TO BUILD FROM AND ORDER MATERIALS FROM BUILDING SECTION Seal: SCALE:Y4" V-0" D C #1 ALASKAN YELLOW CEDAR T&G Vx6" C) ............................ ........ ...... .......... . .... ............ �J'................. ... ..... 1""IL"', sj� .........4 7.......... ..nd- #1 ALASKAN YELLOW CEDAR TAPERSAWN 1 H I i I i; ;I i ,,,., 'T' i........iw -z itz- L�7 4--., _ Ty at't, 141� t-j"t,'t..... �a i .......... CEDAR SHAKES-#1 PREMIUM z! '7 18" 7,/2 EXPOSURE]-Y8"BUTT THK, -�.................`;--_�" ........ �............. .... ........ '(4-4J 1'Juu .........!'L 44 41111� 1.177.1' . ............. �'I"j...... ... 't......... ..... J", T r "7 d'" tz- '4, .. ....... ..... ....... ....... . .... ............ ........ T' �........ J-r ......... .......:"""- .......... T No. Date Submission Revisions -5-1-7,1_ ......... .......... .................. ........ ............................. 11�..........i i__.......... �3'11' 22 ......... .........r, ........ 9.20.24 FILED FOR ZONING REVIEW ... .....1"":"--:17'- L..... "/................. U", 7 4-- 4.15.25 D.O.B. FILE SET FOR PERMIT J, j_ ",.............. '�'�'4........ POST-APPROVAL REVISIONS AMENDMENTS ........ .......... 7.7.25 GENERAL REVISIONS "_Z: .............. ......... . ..............1, .....I ....... ............ Y "a J J . . .........Z' .......4 Y, r ....... ............ .......... #1 ALASKAN YELLOW CEDAR TAPERSAWN L1 J :. ........ 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Tcy.;1.1 b 16S 1ANID 114,"AIL .1 i J 11 ILI ALL �EiNEPALINbTlE 5000 BRIDGE LA'I'\J'E jj 1 1 1 j................i 'L-_J-__._.l i i J 1- j i J &I FIRST FLOOR FIRS1 FLOOR it ---------------- -------------------- !RXIL-16 H11 --------- .......----------------------- +53'-6 CUTC' 'OGUE 'A T.O.FNDN .. .. ............�_.3 It...........I A ZN 9 +52'-0 1/2" ... ..... NEWYORK 11935 . ....... .. 4-11 T. .......... ........... FOR ALL STAIR CODE ------- ....- Date: 4.15.25 -002 Project No: 24.010 EO NOTES SEE A FOR GUARDS AND STAIR RAILINGS J /4�/ ............. SEE NOTE ON GUARDS,A-002 Scale: AS NOTED ._.. ........... Drawn By: Jc ........... Dwg. Title: -8 1/2" T.O. INTEIOR SLAB +43' ------ T.O.COURTYARD SLAB +43'-2" W,7 A W-7/ ww-]111 ELEVATION & �Av'/k' .4" - - - - - - - - - - - - - - SECTION -- Dwg. No.: 21 BUILDING SECTION — — — — — — — — — — — — — —j SCALE:Y4" V-0" T r Page: 11 OF 27 . � Architect: I - CURTISS ARCHITECTURE PLLC James Curtiss' AIA . 1527 Franklin Avenue - Ste. 306 Mineola, N.Y. 11501 518.833.0283 jcuftissarch@gmail.com www.curtissad.com I I Owner: I I Joseph Leary )TES: I 1 5000 Bridge Lane ........ . .......... I I-..... ............. .--..I 1-1- �-1. �.... �.......................I............111.1.....I—- ..-....... --------- ........1.11,.....I----- ................-.1..........................................�...............................................................�................�..............�.............................................- .�...11.11........ ..........� ...... .........-1....-.............................�....�......-.......................................................................-........... 11....� .. 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'. : " <1 I : __ i\ \ ,. t 4"CONCRETE SLAB CN \ , .., \'. "':\\ N .. " , , I \ *. 11 I : \\ 9 �", - 1, POURED CONCRETE FOOTING _Y/ /' - - )/ . , '.;, .. : � I _��', i �///>�\- X. ; ., \ : \ \ I - - - - - - - - r / /', \,/' ./", / / / 1.�, \1 /I \ \1 /1' / / . I SECTIONS AS PER STRUCTURAL DRAWINGS / \ \ I I.1/ I ; 6 MIL.POLY,VAPOR BARRIER CN \ /// .. : \ 4"GRAVEL BASE ON WELL TAMPED SOIL / I I '// / i 2"RIGID INSULATION CN I : / ., ! ///W,<�/ , , I : . . ".. �', : . \ /� : .. � :, \ \ \ " : , .., ." <. * : � . \ , 1, ..., *\\.*" I i . \ 1 , ,�Wx , * ... , * , \ / \"" "" . i � , I. 11 .11 ,I.. \ \-��, I I . ., ,\ I *< � \ 4"GRAVEL BASE ON WELL TAMPED SOIL .1 .. - _"\ FILTER FABRIC i , , , I , I : \ 1, , /. , • . . . , , " ... ... \ ,."�I, .,: ,...\\ . I 1. , \\ I : . \\" . \ I .. I ; - , . ; , \ I \ .. . I . ; , , . \ I\ \\� \ "��, 11. , \ ...,\ i I ..� \ 1, \ \\" I PERIMETER DRAIN . ; , , : ! i . N\"\� 1. . , I I � . \ - '.. ,�\-\,-., , i I \ ; . ! i i i Dwg. No.: I i COARSE GRAVEL I ! : I I POURED CONCRETE FOOTING ; i I i i i i i I i AS PER STRUCTURAL DRAWINGS i I : : I i . I ; ; AdIlk Alml� irm 31 DETAIL 41 DETAIL . EM SCALE: I"=114' SCALE: 1"=I'4' U so �� \ Page: 13 OF 27 . --- ------- I-LI. .......... -------------- -----------1..........I................I ±....................L..............I....................... ... .................................L........................................... ..........I.................... ...........�L............... ............ ... .....- . .....1.1......... ........... A -1 1�1 .................... .......................I I.......... .................I .......................i. .......... ................ i............... I..........---- 4 .............. ............. .............. .............. .............. .......... .............. ........_1............ 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R60F I Ru I VNs "T" LLY ADHERED!OVEN ....................... ............................ ................... ..... --------......................... ................. ................ EPDT RO F MEMBRA i I................ i i 17`.7.:'7:_ I ................ .. .... ---------- .................................... ............... ........ . .......... ............ ............................ .....------------------ .............................. ......................................... ................ ..................... ................................ ....... ........... ............... E,FU ___ I...........I................I................I..........I...................4 ...... .... ........ James Curtiss, AIA T 2 ran in venue- ---------- ---------------- ................................................ .............. ..........-...............- .............. .......... .......... ........ ....- ........ ............................................ ............................................ ........ .............. ................. ........ .............. -........................... ................................ .................................. J..... ............. .......... .......... ----- -------- ... --- ------------ ------------------f Mineola, N.Y. 11501 ----------- 1 EPDM!ROOF�EMB�A E,FUL�Y ADHERED OVER -- ------- ----------- ...................... ON CLOSED SPRfI Y FOAM INtULAT;I -4 ..................................................... ................. -------- ............................. ...........4.................................I .................i�� ...................................; I ---------- -kT ',A I I 1 1 ------------ ............................................................. ........ ..................................... .-I...... .... ............................. ........... ........... ......... ................[" ............. .. --DFNS1TY-PR0 I EC PON BID FULLY-tDH ED�N ................ G -------------- ------------- 2"TA;ERILD R'I� �U LA ION N L__J ------------- ............... ................. :.......... R Ob, F R�F*'T'ERS I[SEt SIRUCIURAL DRAWINGS]W1 NSTRJU-ION-' J _qE Li� i - ... .... ---- ........... .......... ............. -------:= ........... "'OTECTIO ERED ........... ---------- ....... .......... BD,._EQ..LLY_ADH 518,833.0283 ........... .......................... ............=.......... ! , i : ON ----------`W I 7T ........... ............ ------------------------...... ............................ .......... .......... ..................... ......... - ----------------- .... ...... __J_-11.1-1 -1, I - .................. _:�----------- ...............................................I ......................... ------------ -----------I ........................ I __ .........I- � ... ..... ..... ----------_-------------------------- ...... L__...........J ----------------- ...................... ------------------- .... ......... ............. .......................... ...... .............. ........................................................................................................................................... .................................................................... --------..... ------------ ........... --------------- ........................ jcurtissarch@gmail.com Y I Y81'EXT. ..................... dRADdPLIWOODION! ................................................................... ................ ....................... .......... —L----------- ....................... www,curtissad.com ............. ................................. .................................. ............---------_-- ............. ------- ...... ........... ------------ ----------- ----------- --—-----......... ......- \x� F S46EEEZ GTURAL-bRA VVtNGSJ--W/- ------------- 6,,,,LOSEDJCELL SPRAY FOAM IN -ATICIN ------------------ Owner: 6_11 , EINJ ... ------------ ................... ------------- --- ....... .... ........... ................. .............. ............ .............. ....... ... ------- ...................... ................... I........ ----- ........... 5000 Bridge Lane ................-- ........... Cutchogue, NY 11935 y 12 12 ------------ ............................... ........... ------------- ---------------- L.......... .................. T __7------- ----7 \SV= T __T 11 \ ;/4 ---- --..... ---------- ----------- ------------- -------------_ ............... ---------- ---------- ... TJ T Joseph Leary .......-__ ----------- .......... ------------ ............._--_-------- f 4-- Structural Engineer: -F� 4— .........I I I I I , t�ii� I .......... .......... .......................................................................................................................................—--———------------------—......................... �7777 t . ......... 77777 14 ".�X ---------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T__1__T ...................................... __................................................... ........................................... ................. . . . s 1000 Park Blvd. . . . . . . . . if is if . . . . . . . I Suite#209 . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . I I I . . . . . . . . . . I I I . . . . . . . . . . . . . . . . . . C PO is if . . . . . . . . . . . . . . I i . .. . . . . . . . . I I . . . . . . . . . . . . . . ... . . . . . . . ---------= ------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O� SIT E ALUMINJM PALLS ON . . . . . . . . . . . is . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Massapequa Park, NY 11762 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . BLUESKIN IR VAPOk BARIRIER ONI . . . . . . . . . COMPOSITE ALUMINUM PANELS ON A . i ;i I __- I - I—,_1_1_..... ----- ........... ...............------------ ................— BLUESKIN AIR I VAPOR BARRIER 0 631.724.7888 ------------ 1DE--P.&YW0ODb------------- -------------_ ----------- ------- N---------- ----------__ .............. ------ Y8"EXT.GRADE PLYWOOD I e ngineer: ................. ---------- ......--------- ---------- -------- ........... ---------------- fV V V ............... 1725 Hobart Road Southold, N.Y. 11971 ............ ..... ........................................ --------------- -------- ----- _-------- — - — - — - — - — - — - ............... .. .... 631.765.2954 T ----------T ------..... Landscape Architect: - - — - — - — - — - — - — - — - — - --------------------------- .......... ............................................... .............-------------------- ----- ............................... ............. Dubner Landscaping and Construction T-------- ----------- --------------- -7 F 505 Grand Street ----------- ------ Westbury, N.Y. 11590 ——------------- ...... .... 631.777.1800 ............... .............. ...................... ...... ..... ; T T T ----------------- ................ ----- ---------- Energy Consultant: ------------------ ------------- .......... ; ------------------------------------ ----------------------- ------ ------------ ---------......... .... ........... ................... ... ........... ----------------------- ----------------- ............... .................... ...... ---------------------------- Home Energy Solutions ------------T----------------------------- -------------- ---------------- .............. 187 East Main Street Huntington, NY 11743 ------------ ------- ----------- ---------------------_------------------- -------- ............... . ...................... .......... ................... ............ --------- .................... gdlamay3@gmaii.com ------------- ---------- ---------- ----------- ---- ........................------ I----------------- ........ ..........................- ......... -------I-------....... ------------------ .......------------- _T................. F..... --------- ...... ------------- --------------------- ---------- ----------- ......................--------------------------------------............ ---------------- .............. ................................-------------- ............ L__T_ ----------- ............... __--_--------------------- .......... ........... ------------- ..... --------------- - ------------------- ........................................ ----------—------- ...............--------------- ..... ...... ................ ........................... ........... .............. .......... ............. -—------..............f -------——-——-----------—----------- ............ ----------------- ---------- --------------------------------- ------------ ............. ........................ ....... ......... T------------:-------- .................. ........... ---------- --------- D.O.B. FILE SET STAMPED BELOW BY .................... ............ ............... ...........--------------- ................... ...................................---------- T --- ----------------------- .............. ------------ ARCHITECT AND STAMPED APPROVED BY THE TOWN OF SOUTHOLD BUILDING DEPARTMENT IS THE SET TO BUILD FROM ------------ '000001F� 1�= --------------- ............. ---------------- --------------------------......... .................. ........... -------- .................... ......... ............... ----------------.. ....... ............ .............. AND ORDER MATERIALS FROM ------- -------------- Seal: ----------- ------- ............ ............. ............... -------- --—------—-------- .............. ....................... ........--------- ........... ........—-------- ——------— ----------- ................... ........... ......................... ................ ................ ......... ............ ...............------------ .................. ............. .................................................................................................................................................................................. . ........... .......... ----------------------- �7------------------------ ----------------------------------- ......... ......................... --------..............I ..................-------------------....................................... --------------------------------------------------------------- ................... ..... .........................................................................---------- ... ........... ........ .............................................................................................. ............. ............................................... ......... ............. .............. ----_---_- .................................. --------............................................------------------------------------------------ ......................................... ............. ................ .......... ....... .......................................................... ........... ........- ------------------- N i .....-----_--------.............------ ................................................................ ........... ............... ..................... .............. ------- ..........-................ ............................... fif............................... I�------------- ...... 1......... ............................................. ......................................... ................. ifIII ............ ............... .................. .................... ............... ------- ............................................................................................. ............ .......................................................................... .................... .................... ................................. ................................ ....... ....... ................... .....................—---- ------------—-- 77 ........... ..... ....... ................... ................................ ......................... ------------_---- ................... ...................................... ......... ................ ................... --------------—----- .......... ........ zzz R-30 BATT INSULATION IN FLOOR ............... ........................-----------------............ ........................... - - — - — - — - — - — - ............................... ----------- ............. ........................... ................... !::.................1 - — - — - — - — T.O.WALL+52'-0 1/2" CLOSED-CELL SPRAY FOAM INSULATION ........................................ ....................................--------------------Is i................ ................................................... ........................................... -----------............... ...... ......................................... ---------------- ------------- --------------------------------------..... -------------- -------- - -------------------- A f I ................ .......... ............................... ..................................................... ..................................... ..................................................... .................................................... 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H M 0, mm� W J. ...0001 ........................... ........................................................ ................... t------- ........................................... ------_--------------------------------I................... - -------- - ................................. ........... ................ ------------------- ........ 4 ............. .......... ............................. ............................................................ ............ ................. . ....................................................... ................... 5 .. ........... ......................... - --------.............................. .......... ............ ................................. .................. ......... ------------ .........................................................: No. Date Submission Revisions -400.01 ................................................................... .................. ................... ---------------------------------- .......................... . ........ ..... ................. 9.20.24 FILED FOR ZONING REVIEW ............................................................. .................................................... .............................. 4.15.25 D.O.B. FILE SET FOP, PERMIT ........................ ........... ....... ........ POST-APPROVAL REVISIONS AMENDMENTS .................... ... ..... ..... ... .............................. -- ----- -------- 1 7.7.25 GENERAL REVISIONS .................... ------------------ - - ---------................................ .............. .......... < .................. --------------- .............. .................. .................... ..................... ................. -------------- ................ .................. ............................................ ... ------- ............ ---------- ................... ................................... .................. ....................... ............................................... .................. ................... ------------------- ..................................................................... t 80 ................. ....... ........... ...................... ......................... ...............- ...............................................-----------....................... .......... .........................----------------------------- ------------------------- -------- .......................................... ....................................................... ................................................ ...... ............... ........ ............. -------------------------- .................. ............ .............. ............................ ................. ..................................... ........... .................................. .......................................................... - -—----------- -----—------------------------—-——, .......... ............ ............................................. .............. ....................................................... ..................... ....................I---------—---------------- ------------- Project Address: ................................................................................... --------------- .......... ............. ................. .......... >P.T.WOOD STL DS FLAT @ 16"O.C.W1 ............................ .............. 5000 BRIDGE LANE ..................................... .............------- ....... ............. CLOSED-CELL SP RAY FOAM INSULATION < ........................................................ .......................... .................... ........... ............. : ------------ Y8 GPY.BID.FINISH ................................ ................. ------------- .................................................. ....................................................... . ............ C -------- ------------------------- ........................................ ................................ ................................... POURED CONCRETE FOUNDATION WALL------ ...... ........... ------......... ................................ ---------.............. .............. .. ............. .................... AS PER STRUCTJRAL DRAWINGS ------------- .......... ............ ............ NEWYORK 11935 ..................................... .................------------- 2"RIGID INSULA71ON ....................................... .............. .............................................. -------------------------- .............--- __--......... ........... ...... .......... I ................................................. ............................ ........... ....................................................................... .............................. ........ ... ....... ............................... CONTINUOUS WATERPROOFING + ..................... ..........---------- ............ ...................................................................... .......................................... ............... --------------------------------- .....----- ---- ------------ ..... ................. ............................ ............... ............... : ........................................................ Date: 4.15.25 .. ................................ ----------- ................................ ................................ ...............i ---------------------_--------__-----___---- ------I ".. - :1 Project No: 24.010 ............... ........------..... -----------------.................... -- ------------ ------- -8 1/2" SLAB+43' - — - — - — - — - — - 11511h. > Scale: AS NOTED < 0 ri Drawn By: 3C 4-- T.O.CRTYRD SLAB+43-2" t Dwg. Title: - — - — - — - — - — - <1 7 Y2"EXPANSION JOINT,TYP. >x x z r�bN RE SECTIONS AIN A RORCft CONTINUOUS WATERPROOFING .4 7 17 2"RIGID INSULATION ABLE-PEI DN <1 Dwg. No.: AS PER STRUCTURAL DRAWINGS LATICRETE HYDRO BAN OR APPROVED EQUAL, POURED CONCRETE FOUNDATION WAL -APPLIED WATERPROOFING MEMBRANE[2 COATS], LIQUIC -PROOFING MEMBRANE TO SILL OF OPENING OR WATER — — — — — — — — — — — — — — — — — — CO"NtPE-UP70MIDATION WAtt:1'2' <1 .......... POURED CONCRETE FOOTING 4"CONCRETE SLAB PITCHEDY4"PER FT.TO DRAIN FLOOR SLAB STARTS @ HIGH POINT AROUND PERIMETER AS PER STRUCTURAL DRAWINGS > IOWA AV% 9 'A 6 MIL POLY VAPOR BARRIER ON TYP.ALL CONDITIONS ON GRAVEL BASE ON WELL TAMPED SOIL FILTER FABRIC DETAIL PERINETER DRAIN 2 SCALE: V=V-0" DETAIL> COARSSE GRAVEL SCALE: 1" V-0" Page: 14 OF 27 H O GENERAL STRUCTURAL NOTES STRUCTURE AND FOR THE WORK OF OTHER TRADES BEFORE SETTING FORMS. 19. HOT WEATHER CONSTRUCTION TECHNIQUES, ACI 530.1, SECTION 1.8D, SHALL STRUCTURAL ABBREVIATIONS 1. ALL WORK SHALL CONFORM TO THE CODE & REFERENCE STANDARDS LISTED COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P/S BE IMPLEMENTED WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 100-F, OR 907 - A.B.=ANCHOR BOLT - L.W.=LIGHT WEIGHT BELOW. DRAWINGS. IF THE WIND SPEED EXCEEDS 8 MPH. - B.=BOTTOM - L.W.C.=LIGHT WEIGHT CONCRETE - B/=BOTTOM OF - L.L.V.=LONG LEG VERTICAL 2. THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, 10. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN STRUCTURAL STEEL - BM.=BEAM - L.P.=LOW POINT PROVISIONS M/E/P/S DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND E=QUIPMENT UNAVOIDABLE AND SHALL BE LOCATED AT A MINIMUM 6'-0" FROM ANY SUPPORTING 1. STRUCTURAL STEEL SHAPES SHALL HAVE THE FOLLOWING PROPERTIES: - BRG.=BEARING - MAS.=MASONRY ©REILLY TARANTINO ENGINEERING MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLED/ES, PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS. NO WIDE FLANGE ASTM A992 (Fy= 50 KSI) - BLK.=BLOCK - MTL.=METAL ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF THE DETAILS OF THE HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THE DRAWINGS ANGLES & CHANNELS ASTM A36 (Fy= 36 KSI) - B.O.F.=BOTTOM OF FOUNDATION - NF.=NEAR FACE WORK ARE SHOWN ON THESE DRAWING SHOULD BE CAREFULLY REVIEWED BY THE WILL BE ALLOWED. PLATES ASTM A36 (Fy= 36 KSI) - BOT.=BOTTOM - N.W.C.=NORMAL WEIGHT CONCRETE THESE DRAWINGS ARE THE CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. HOLLOW STRUCTURAL SHAPES ASTM A500, Gr. C (Fy= 50 KSI) - B.P.=BASE PLATE - N.I.C.=NOT IN CONTRACT EXCLUSIVE PROPERTY OF REILLY 11. ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR - BRKT.=BRACKET - O.C.=ON CENTER TARANTINO ENGINEERING, P.C. NO 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING EXCAVATION CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE 2. SHOP DRAWINGS PREPARED UNDER THE SUPERVISION OF A LICENSED - CANT.=CANTILEVER - O.D.=OUTSIDE DIAMETER DESIGNS OR IDEAS CONTAINED ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P/S DRAWINGS. IN CASE OF CONTRACTOR AND SHALL BE THE SUBJECT OF CONTROLLED INSPECTIONS AS STRUCTURAL ENGINEERING, INCLUDING COMPLETE DETAILS FOR THE FABRICATION - C.I.P.=CAST-IN-PLACE - OPNG.=OPENING HEREIN ARE TO BE USED FOR ANY CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM REQUIRED BY THE REFERENCED BUILDING CODE. THE CONTRACTOR SHALL RETAIN AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS - CLR.=CLEAR - P.C.=PILE CAP THE ARCHITECT/ENGINEER. A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK TO PROVIDE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE STEEL FABRICATOR - COL.=COLUMN - PL.=PLATE PURPOSE OTHER THAN THIS ALL NECESSARY DESIGNS AND REQUIRED INSPECTIONS, CONTRACTOR SHALL SUBMIT SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2. - CONC.=CONCRETE - PT.=POINT PROJECT WITHOUT THE WRITTEN 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN SIGNED & SEALED DRAWINGS OF SUCH DESIGNS TO THE ENGINEER OF RECORD TO - C.M.U.=CONCRETE MASONRY UNIT - P.T.=PRESSURE-TREATED PERMISSION OF REILLY TARANTINO FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL REVIEW. 3. ALL BOLTS SHALL BE 3/4" 0 MIN. TYPE-x U.N.O. AND CONFORM TO ASTM A325. - CONST. JT.=CONSTRUCTION JOINT - PVC.=POLYVINYL CHLORIDE ENGINEERING P.C. CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION BOLTS SHALL BE HEAVY HEX WIT HEAVY HEX NUTS AND PLAIN HARDENED WASHERS - CONT.=CONTINUOUS - PSF.=POUNDS PER SQUARE FOOT OF THE ARCHITECT/ENGINEER. 12. ALL EXISTING FOUNDATIONS AND EXISTING CONDITIONS DEPICTED ON THE CONFORMING TO ASTM F436. - C.J.=CONTROL JOINT - PSI.=POUNDS PER SQUARE INCH DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS - DEPR.=DEPRESSION - R.=RADIUS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE - DET.=DETAIL - REINF.=REINFORCED 5. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR 4. WHERE CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, . - D.L.=DEVELOPMENT LENGTH - RETG.=RETAINING CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD CONNECTIONS SHALL BE DESIGNED BY THE STEEL DETAILER/FABRICATORS LICENSED - DIA.=DIAMETER - RET.=RETURN ARCHITECT/ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE PROFESSIONAL ENGINEER. SEE STEEL DETAIL SHEETS FOR ADDITIONAL INFO. AFFECTED UNTIL FORMALLY DIRECTED BY THE ARCHITECT/ENGINEER ON HOW TO 13. AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY EQUIPMENT BE - DIM.=DIMENSION - R.E.=RIGHT END ' PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION WALL. - DIR.=DIRECTION - SECT.=SECTION PROCEED. 5. WHERE STEEL MEMBERS ARE SPECIFIED TO BE SPLICED, THE SPLICE SHALL BE _ DWL5.=DOWELS - S.C.=SHEAR CONNECTOR DESIGNED BY THE STEEL DETAILER TO DEVELOP THE FULL CAPACITY OF THE _ _ _ _ 14. CONFORM TO ALL BUILDING CODE PROVISIONS AND OSHA REQUIREMENTS EA.-EACH SHT. SHEET 6. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS SECTION UNLESS FORCES AT THE SPLICE LOCATION ARE SPECIFIED ON THE - E.E.=EACH END - S.L.V.=SHORT LEG VERTICAL REGARDING THE BRACING, SHEETING, SHORING ETC. OF EXCAVATIONS. DRAWINGS. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. - E.F.=EACH FACE - SIM.=SIMILAR MECHANICAL CLEARANCES. ALL SPLICE DETAILS AND LOCATIONS SHALL BE SHOWN 7. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST CONCRETE ON THE SHOP DRAWINGS. WHERE SPLICES NOT SPECIFIED ON THE DRAWINGS AR - E.J.=EXPANSION JOINT - S.O.G.=SLAB ON GRADE 1. CONCRETE SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ACI-318, - E.S.=EACH SIDE - S.L.=SPLICE LENGTH PROPOSED BY THE CONTRACTOR, THE CONTRACTOR SHALL OBTAIN WRITTEN STRINGENT REQUIREMENTS SHALL GOVERN. "MINIMUM REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. - EQ.=EQUAL - SQ.=SQUARE ' APPROVAL FROM THE ENGINEER. - E.W.=EACH WAY - STD.=STANDARD o 8. THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE 2. CONCREI E MIX SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND - EXIST.=EXISTING - STL.=STEEL AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE STABILITY APPROVED BY THE STRUCTURAL ENGINEER. 6. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC - EXST.=EXISTING - S.D.I.=STEEL DECK INSTITUTE REILLY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND AISC "CODE OF STANDARD - EXP. BOLT=EXPANSION BOLT - S.F.=STEP FOOTING OR SQUARE FOOT CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE 3. THE FOLLOWING MIX PARAMETERS SHALL BE USED: PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITIONS. - EXP.JT.=EXPANSION JOINT - STIFF.=STIFFENER ENGINEERING RESPONSIBILITY OF THE CONTRACTOR. LACK OF COMMENT BY THE ELEMENT 28 DAY STRENGTH W FOOTINGS 4000 PSI 0.45 6%' f 1. ARCHITECT/ENGINEER IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE 7. ALL BOLTING SHALL CAIR CONTENTONFORM TO THE RESEARCH COUNCIL ON STRUCTURAL - FT.=FOOT OR FEET - SUP.=SUPPORT ASPECTS OF WORK. 5� CONNECTIONS" SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR - FIN.=FINISH - SYM.=SYMMETRICAL EXT.FDN SLAB 4,000 PSI 0.45 6% f 1.5%WALLS 4,000 PSI 0.45 6% t 1.5% A490 BOLTS", LATEST EDITIONS. - FL.=FLOOR - THK.=THICK OR THICKNESS EXT. 9. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR STRUCT. SLABS 4,000 PSI 0.45 LESS THAN 3% ,� - FTG.=FOOTING - THRD.=THREADED NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE 8. ALL WELDING SHALL CONFORM TO AWS CODE D1.1 STRUCTURAL WELDING CODE - FND.=FOUNDATION - T&B.=TOP AND BOTTOM ARCHITECT/ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY 4. UNLESS OTHERWISE NOTES, CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) - STEEL", LATEST EDITION. - GALV.=GALVANIZED - T.=TOP CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORD; THAT - GA.=GAUGE - T/=TOP OF REILLY TARANTINO ENGINEERING REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURE, USING HARDROCK AGGREGATES. AGGREGATES USED IN CONCRETE SHALL CONFORM PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD TO ASTM C33, CONCRETE AGGREGATES. 9. ALL STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL - GR.=GRADE - TO.=TOP OF HOURLY RATE OF ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM THE STRUCTURES PAINTING COUNCIL SPECIFICATION SP-3-82 FOR POWER TOOL - G.B.=GRADE BEAM - T.O.C.=TOP OF CONCRETE 1000 Park Blvd., Suite 209 5. WATER USED IN CONCRETE WORK SHALL BE CLEAN AND POTABLE. CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A - G.P.=GUSSET PLATE - T.O.F.=TOP OF FOUNDATION GENERAL CONTRACTOR'S PAYMENT. SHOP COAT OF TNEMEC #10-99 ALKYD RUST INHIBITIVE PRIMER AS MANUFACTURED - HI:HIGH - T.O.S.=TOP OF STEEL Massapequa Park, NY 11762 10. DO NOT SCALE DRAWINGS. 6. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. ALL CONCRETE SHALL BE BY TNEMEC COMPANY, INC. KANSAS CITY, MO, OR APPROVED EQUAL. - HT.=HEIGHT LINTEL - TT O.W.=TOP ICAOF WALL (631 ) 724-7888 ALL TYPE 11. MAXIMUM CHLORIDE ION, PERCENT BY WEIGHT OF CEMENT, SHALL BE - H.P.=HIGH POINT - U.N.O.=UNLESS NOTED OTHERWISE 0.06. 10. ALL STRUCTURAL STEEL PLATES, BOLTS, NUTS, WASHERS, ETC. AS PART OF 11. THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF THEIR KNOWLEDGE, EXPOSED EXTERIOR STEEL DUNNAGE OR OTHER MEMBERS NOTED ON THE DRAWINGS - H.S.=HIGH STRENGTH - U.O.N.=UNLESS OTHERWISE NOTED Email: INFORMATION AND BELIEF, THE PLANS AND SPECIFICATIONS ARE 1N ACCORDANCE - H.E.F. HORIZONTAL EACH FACE - US.=UNDERSIDE 7. CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER IBC SECTION 1905, TO BE GALVANIZED SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION info@reillytarantino.com WITH APPLICABLE REQUIREMENTS AND THE CODES LISTED BELOW. CONFORMING TO ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED - H.I.F.=HORIZONTAL INSIDE FACE - V.E.F.=VERTICAL EACH FACE y ASTM C94, ASTM C685, AND ACI 302. MECHANICALLY VIBRATE ALL CONCRETE - H.O.F.=HORIZONTAL OUTSIDE FACE - V.I.F.=VERIFY IN FIELD WHEN PLACED EXCEPT SLABS ON GRADE NEED ONLY BE VIBRATED OR SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING COMPOUND BUILDING CODE & REFERENCED STANDARDS - HOR.=HORIZONTAL - V.O.F.=VERTICAL OUTSIDE FACE 1. [2021 INTERNATIONAL BUILDING CODE, 2020 NEW YORK STATE BUILDING CODE, THOROUGHLY f?ODDED AROUND EMBEDDED STRAPS OR HARDWARE, BOLTS FOR A TOP ALUMINUM PAINT. INC., QUINCY, MA, OR EQUAL AND IN.=INCH - W.W.F.=WELDED WIRE FABRIC HOEDOWNS, PT ANCHORAGES (IF NECESSARY), CURBS AND EDGES OF SLAB STEPS 2022 NEW YORK CITY BUILDING CODE] AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. - I.D.=INSIDE DIAMETER - W.W.M.=WELDED WIRE MESH 2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. 11. ALL GROUT FOR BASE PLATES AND ANCHOR BOLTS SHALL BE NON-METALLIC - INV.=INVERT - W/=WITH 8. CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS, ACI 305 AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 - JT.=JOINT - W.P.=WORKING POINT DESIGN CRITERIA AND ACI 306, LATEST REVISIONS. PSI AT 28 DAYS. - JST.=JOIST SEAL: 1. DEAD LOADS PER MATERIAL - K.=KIP (1000 POUNDS) 2. FLOOR LIVE LOADS 9. CONCRETE FORMWORK SHALL BE FREE OF DEBRIS AND OIL TO ALLOW FOR 12. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER - LO.=LOW • RESIDENTIAL PROPER REMOVAL. FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 7 FABRICATION CONFORMING TO ASTM A123 & A153. STRUCTURAL SYMBOLS ONE & TWO-FAMILY DWELLINGS DAYS FOR WALL FORMS AND 21 DAYS FOR BEAM FORMS UNLESS OTHERWISE UNINHABITED ATTIC W/ STORAGE 20 PSF DIRECTED BY THE ENGINEER. AFTER SUCH TIME, ALL FORMWORK SHALL BE 13. ALL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE DOVETAIL � JJ UNINHABITED ATTIC W/O STORAGE 10 PSF REMOVED. ANCHORS AT 1 -4 O.C. MAXIMUM OR THE EQUIVALENT INSTALLED UNLESS MOMENT CONNECTION HABITABLE ATTICS & SLEEPING ROOMS 30 PSF OTHERWISE NOTED ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DRAWINGS ALL OTHER AREAS EXCEPT STAIRS 40 PSF 10. REINFORCING FOR CONCRETE SHALL BE DEFORMED BILLET STEEL CONFORMING AND SPECIFICATIONS FOR REQUIREMENTS. COLUMN ABOVE ALL OTHER RESIDENTIAL OCCUPANCIES TO ASTM A615, GRADE 60. PRIVATE ROOMS AND CORRIDORS SERVING 40 PSF 14. REFER TO THE ARCHITECTURAL AND M/E/P/S DRAWINGS FOR OTHER REQUIRED COLUMN BELOW ; PUBLIC ROOMS AND CORRIDORS SERVING 100 PSF 11. WHERE SPECIFICALLY INDICATED ON DRAWINGS, REINFORCING REQUIRING EPDXY MISCELLANEOUS STEEL. 4. STEEL BEAM PENETRATION • ROOF LIVE LOAD 20 PSF SHALL CONFORM TO ASTM A934-07. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING AND BRACING 3. SNOW LOADS 12. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND ALIGNMENT DURING ALL STEEL COLUMN GROUND SNOW LOAD, Pg = 20 PSF YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE PHASES OF CONSTRUCTION, AND SPECIFICALLY DURING CONCRETE OPERATIONS. SPAN DIRECTION SNOW EXPOSURE FACTOR, Ce = 0.9 TOGETHER. WELDED WIRE FABRIC SHALL BE SUPPLIED IN SHEETS ONLY. SUCH BUYING AND BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE HAS EXPIRATION DATE: 05/31/27 SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 ATTAINED ADEQUATE STRENGTH. CHANGE IN STRUCTURE ELEVATION THERMAL FACTOR, Ct = 1.0 13. ALL ITEMS CAST IN SLAB, SUCH AS REINFORCEMENT, PIPES, SLEEVES, ETC. DRIFT SURCHARGE LOAD, Pd = N/A SHALL BE SECURED PRIOR TO PLACING CONCRETE. 16. ALL STRUCTURAL STEEL WORK SHALL BE INSPECTED BY A LICENSED CERTIFIED WIDTH OF SNOW DRIFT, w = N/A TESTING AGENCY HIRED BY THE OWNER. ALL INSPECTIONS SHALL BE IN FLAT-ROOF SNOW LOAD, Pf = 20 PSF 14. CONCRETE SHALL BE PLACED IN A MANNER TO AVOID SEGREGATION OF CONFORMANCE WITH THE RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL AGGREGATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. CONSTRUCTION AND GENERALLY ACCEPTED INDUSTRY PRACTICE. THE CONTRACTOR PROJECT: 4. WIND LOADS SHALL PROVIDE CERTIFIED LABORATORY MATERIAL CERTIFICATES FOR EACH DELIVERY ULTIMATE DESIGN WIND SPEED, Vult. = 126 MPH 15. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN OF MATERIAL BROUGHT TO THE SITE. CERTIFIED REPORTS PREPARED BY THE RISK CATEGORY = 11 STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. TESTING AGENCY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW THAT ATTEST EXPOSURE CATEGORY = B MAXIMUM PIPE SIZE SHALL NOT EXCEED Y3 OF THE SLAB THICKNESS AND BE TO THE COMPLETENESS AND ADHERENCE OF THE WORK TO THE CONTRACT INTERNAL PRESSURE COEFFICIENT = 0.0018 LOCATED IN THE MIDDLE THIRD OF THE SLAB. MINIMUM SPACING SHALL BE 3 DOCUMENTS BY THE CONTRACTOR. 5000 Bridge Lane, COMPONENT & CLADDING PRESSURE = 35 PSF TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF THE 17. CONNECTIONS SHALL BE DESIGNED BY STEEL FABRICATORS LICENSED C u tc h o g u e, NY 5. SEISMIC LOADS PROFESSIONAL ENGINEER. CONNECTION DESIGN IS NOT INCLUDED IN RTE SCOPE OF RISK CATEGORY = II 16. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE WORK. SEISMIC IMPORTANCE FACTOR, le = 1.0 FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO SPECTRAL RESPONSE ACCEL, SHORT, Ss = 0.19 ASTM C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. SPECTRAL RESPONSE ACCEL, 1 SECOND, S1 = 0.044 SITE CLASS = D 17. SHOP DRAWINGS FOR STEEL REINFORCEMENT SIZE AND LOCATIONS, FORMWORK, DESIGN SPECTRAL RESPONSE, Sds = 0.16 SHORING AND RE-SHORING MEMBERS SHALL BE SUBMITTED TO ENGINEER OF DESIGN SPECTRAL RESPONSE, Sd1 = 0.062 RECORD. TITLE: SEISMIC DESIGN CATEGORY A BASIC SEISMIC FORCE-RESISTING SYSTEM = CONTINUOUSLY SHEATHED MASONRY WALL STRUCTURAL PANEL 1. ALL MASONRY WORK SHALL CONFORM TO ACI 530, MINIMUM REQUIREMENTS FOR DESIGN BASE SHEAR = 5 KIP BUILDING CODE REQUIREMENTS & SPECIFICATION FOR MASONRY STRUCTURES". SEISMIC RESPONSE COEFFICIENT, CS = 0.0214 GENERAL NOTES RESPONSE MODIFICATION COEFFICIENT, R = 7 2. COMPRESSIVE STRENGTH OF MASONRY BLOCK UNITS, F'm, SHALL BE 1,900 PSI ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL MINIMUM. FORCE 3. CONCRETE BLOCK SHALL BE HOLLOW LOAD BEARING MASONRY UNITS 6. LATERAL EARTH PRESSURES CONFORMING TO ASTM C90, TYPE N-1, WITH A MINIMUM ULTIMATE COMPRESSIVE EQUIVALENT LIQUID HEAD 40 PSF STRENGTH OF 1,900 PSI ACCORDING TO SECTION 2105.2.2.1.2 OF THE IBC. UNITS AT REST 60 PSF SHALL BE PROTECTED FROM MOISTURE ABSORPTION. SPECIAL INSPECTIONS 4. PORTLAND CEMENT USED IN THE MORTAR AND GROUT SHALL CONFORM TO ASTM REVISIONS: THE FOLLOWING WORK ITEMS REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH C150. MASONRY CEMENT OR MORTAR CEMENT SHALL NOT BE USED. APPLICABLE BUILDING CODE SECTION NOTED. ITEM CODE SECTION 5. MORTAR SHALL BE TYPE S CONFORMING TO THE VOLUMETRIC PROPORTIONS SET 06/1 7/2025 -STEEL CONSTRUCTION BC 1705.2 FORTH IN ASTM C270 AND THE PROVISIONS OF THE GOVERNING BUILDING CODE. 1 -STRUCTURAL STEEL BC 1705.2.1 USE 1 PART PORTLAND CEMENT, 0.25-0.5 PARTS HYDRATED LIME OR LIME PUDDY, -CONCRETE BC 1705.3 AGGREGATE, MEASURED IN A LOOSE, DAMP CONDITION SHALL BE 2.25-3 TIMES THE -SOIL BC 1705.6 SUM OF THE VOLUMES OF CEMENT AND LIME/LIME PUDDY. ADD WATER TO 2 PRODUCE WORKABLE MIX. FOUNDATIONS 3 1. THE FOUNDATION HAS BEEN DESIGNED BASED ON INFORMATION PROVIDED PER 6. COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO THE THE BUILDING CODE REFERENCED HEREIN. VOLUMETRIC PROPORTIONS SET FORTH IN ASTM C476. USE ONE PART PORTLAND 2. FOUNDATION HAS BEEN DESIGNED FOR A MAXIMUM ALLOWABLE FOOTINGS MATT CEMENT, 2,25-3 PARTS DAMP, LOOSE SAND, 1-2 PARTS 3/8" PEA GRAVEL. ADD 4 / WATER TO PRODUCE A FLOWABLE MIX WITH AN 8 TO 11 INCH SLUMP. BEARING PRESSURE OF 1 TSF. 7. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. J 3. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE BOULDER, REINFORCING BARS TO BE LAPPED 48 BAR DIAMETERS AT SPLICES. ETC.) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE REINFORCEMENT 10 BE SECURED AGAINST DISPLACEMENT AT SPACING NOT n SITE. ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE EXCEEDING 200 BAR DIAMETERS. BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PACING CONCRETE OR GRANULAR FILL. 8. JOINT (HORIZONTAL) REINFORCEMENT SHALL BE W1.7 (9 GAGE) WIRE, LADDER PROJECT No: 2024-85 TYPE, DUR-O-WALL, OR AN APPROVED EQUAL. PLACE JOINT REINFORCEMENT IN 4. GRADE BEAMS AND PILE CAPS SHALL BE POURED OVER UNDISTURBED OR EVERY SECOND COURSE (16" O.C.). JOINT REINFORCEMENT SHALL BE LAPPED 6 COMPACTED NATIVE SOIL AND/OR GRANULAR FILL (IF REQUIRED). INCHES AT SPLICES. DATE: 04/07/2025 5. COMPACTED GRANULAR FILL SHALL CONSIST OF BROKEN OR CRUSHED STONE, 9. PLACE UNITS WHILE MORTAR IS SOFT AND PLASTIC. REMOVE AND RELAY FRESH OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH, DURABLE MORTAR AT ANY UNIT DISTURBED TO THE EXTENT THAT INITIAL BOND IS BROKEN SCALE: AS NOTED PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE AFTER INITIAL POSITIONING. OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADED AS FOLLOWS: 10. FULLY BED UNITS IN ALL SHEARWALLS INCLUDING CROSS WEBS. SQUARE MESH SIZE PERCENT PASSING BY WEIGHT: DRAWN BY: CAC PASS 3 Y2" 100 11. WALLS MARKED AS FIREWALL ON ARCH. DRAWING, OR WALLS WITHIN 8" OF PASS 1 Y2" 55-100 EXIST. BUILDING SHALL BE GROUTED SOLID. PASS 3/4" 40-65 PASS Y4" 25-60 12. ALL PARAPET WALLS SHALL BE GROUTED SOLID. CHECKED BY: AT PASS #10 15-45 13. ALL CELLS WITH REINFORCING BARS OR BOLTS SHALL BE GROUTED SOLID. PASS #40 5-25 PASS #200 0-5 14. VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A MINIMUM CLEAR 6. THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE OPENING OF 3"x2 Y2". THE ENTIRE PERIMETER OF THE CELL SHALL BE FULLY OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE BEDDED WITH MORTAR. PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE 15. CONSOLIDATE GROUT POURS EXCEEDING 12 INCHES IN HEIGHT BY MECHANICAL COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM 95 % ITS MAXIMUM VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER DENSITY AT OR NEAR OPTIMUM MOISTURE. NO LIFTS SHALL BE PLACED WHEN ABSORPTION AND SETTLEMENT HAS OCCURRED. GROUT POURS EXCEEDING 5 FEET WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE MATERIAL ARE HIGH LIFT POURS REQUIRING CLEANOUTS AND SHALL BE INSTALLED IN LIFTS SHEET: CANNOT BE PROPERLY CONTROLLED. NOT EXCEEDING 5 FEET. 7. ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS SHALL BE 16. MASONRY OPENING LINTELS HAVE BEEN DESIGNED ON THE BASIS OF ARCHING PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE COURSE OF ACTION OF THE COMPLETED WALL. LINTELS REQUIRE TEMPORARY SUPPORT UNTIL S - 001 CONSTRUCTION. THE MORTAR HAS ACHIEVED THE SPECIFIED STRENGTH. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO K41NIMIZE 17. COVER THE TOPS OF ALL MASONRY CONSTRUCTION TO PROTECT AGAINST SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL PRECIPITATION. BE SPACED A A MAXIMUM DISTANCE OF 40'-0". SLAB CONTRACTION AND/OR CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 15'-0". 18. MASONRY SHALL NOT BE CONSTRUCTED IN TEMPERATURE BELOW 40°F. THE LOCATION AND CONFIGURATION OF PROPOSED JOINTS SHALL BE COORDINATED PROVIDE A HEAT SOURCE AND PROTECTION AS REQUIRED TO MAINTAIN B-SCAN WITH THE ARCHITECT AND THE STRUCTURAL ENGINEER. TEMPERATURE ABOVE 407 IN ACCORDANCE WITH ACI 530. 9. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR THE BUILDING DWG 01 OF 13 PROVISIONS @REILLY TARANTINO ENGINEERING W12 THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED F HEREIN ARE TO BE USED FOR ANY 25 CONT. PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. rn 2%" 3 3'-13/8" 4'-OY4" 32f 4OY 14� 0' 22'-03/4 A 22'-4Y4?t F2.5 CONT. F2.5 CONT. % k- 41 r L3: z z W8 0 0 W8 z a 0 op F- Iq -1 0 Add. C'41 U') 04 I F-: 3*IN N z n 00 0 W12 LJ UNEXCAVATED\ UNEXCAVATED\ U- D W12 W10 W10 z 01 1 F F2.5 C NT. F] [7 04 04 REILLY,6TARANTINO % ENGINEERING LJ z (0 -F 2.-5C CONT. F2.5 CONT. z 0 -of F2.5 CONT. C) 9 0 �4 LO F2.5 CONT. j LO N W12 c� 11'1 N U I W12 L t: 00 REILLY TARANTINO ENGINEERING F2.5 CONT. W12 r UNEXCAVATED\ 1000 Park Blvd., Suite 209 UNEXCAVATED\ Massapequa Park, NY 11762 2'-6" (631 ) 724-7888 z 0 0 un L0 Email: z F- cq i nf o@rei I lyto ra nti no.com C) z 10 r 10 0 LO z C) C" co C14 0 LO LJ z 0 ul�) C-� AT U- UNEXCAVATED W12 U? SEAL: 99 opt 4t-8ff Al -opt 17'-4:Y4" 9'-6Y4" L UNE AVATED W12 F2.5 CONT. 4 2. CONT. W12 % rl r Ll t W12- F2.5 CONT. -7:Y 6P-6" F2.5 CONT. N 7f 8" 9L 07 0 L - - I F4.5 F2.5 CONT. A- Lq W10 (-) '4- CN VF1-2- -i:W101 rn rl rn LL L.3 % 00 F2.5 CONT. W12 EXPIRATION DATE: 05/31/27 LJ 3f F2.5 CONT. 0�/tf 8 T/SLA- co F2.5 CONT. B UNEXCAVATED\ EL z J C14 10 W12 F- LJ 0 LJ PROJECT: 4" SLAB-CN-GRADE W/ �j F2.0 r, 6x6/W2.1 xW2.1 W.W.M. ELSLAB-10'-4 z W10 5000 Bridge Lane, 0 zi cq W10 0 W c'4 0 4" SLAB-ON-GRADE LJ z C) Cutchogue, NY 0 LO % L -J 0 C141 04 6X6/W2.1 xW2.1 W.W.M. Lq LJ 5'-10 1 N F6.0 13:: z C14 F2.5 CONT. Lo ® N LL- W10 LO ELSLAB= -1 l'-5" Al 7'-0"X4'-0"X2'-0" DEEP FOOTING 4" SLAB-ON-GRADE W/ UNEXC REINF. W/ #6@9" O.C. BOTH WAYS TITLE: 6x6/W2.1 xW2.1 W.W.M. AVATED\ LJ 0 % 51-7!Y8" 6'-3%,11 5$-5!Y8*t L. 0 A z C14 C.0 W12 (0 L 0 F- F2.5 CONT. I �'-1 1 �f F2.5 CONT. 0 FOUNDATION PLAN IJ L W12 Lq z z N 0 C) F C) - ® LJ L-A -%rl J LJ 0 N I % LJ Lq LO W12 L --1 L 1 -4 71-7Y8)' Y <W12 W12 04 1 � ^cl� 04 F2.0 F2.0 F-3.5 10 0 Al "I -- - U L 4 LO 10 T/SLAB c� F6.0 W12 F- 7 1- 7 EL -9'-9Y2 U- REVISIONS: r-i r-1 LJ LJ LJ LO LJ I LJ r-1 I L-j 06/17/2025 L LO 13'-9Y2 F2.5 CONT. F2.0 F2.o L UNEXCAVATED\ W10 F3.5 6'-8�/4 4)-03/4)' a \�. W12 W10 3'-6 F2.5 CONT. 1:14 -2- 5$-1 opt it 1 Y4 �L'0'y 0 z 0 0 N 0 -01 0 0 IN I Lo - 00 z '�Lr�) z Lj 0 1 0 c� c� 10 U) LO LL- LL- W12 S W10 V'- W12 PROJECT No: 2024-85 F2.5 CONT. F2.5 CONT. F2.5 CONT. DATE: 04/07/2025 29)-81* 01� 151-2% 32'-O)/4'p 17'-4�4'$ 27'-OY4" SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT WALL SCHEDULE SHEET: FOUNDATION PLAN MARK THICKNESS HORIZ. REINF. VERT. REINF. SCALE: 1/491 = '19-099 W8 8'9 #4@12" #4018" NOTES: W10 10" #5@12" #5@12" FO - 100 1. BOTTOM OF FOOTING SHALL BE 3'-0" UNLESS INDICATED THUS W12 12" #5@12" #5@1 2PI 2. TOP OF WALL SHALL BE @ EL. -l'-5Y2" U.O.N. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCEMENT REMARKS B-SCAN (WXL) LONG DIR. SHORT DIR. F2.5 CONT. 2'-6"xCONT. V-091 3-#5 #5@12" O.C. N/A F2.0 2'-0"x2'-O" if-o" 3-#5 3-#5 3" BOTT. COVER F3.5 3$-6"x3l-6'9 10-0" 5-#5 5-#5 3" BOTT. COVER 1 9-009 007 UNEXCAVATED '0 C4 Till, W 2 U XN F4.5 49-6"x49-69* 6-#5 6-#5 3" BOTT. COVER F6.0 6'-O"x6'-O" 1*-6" 7-#5 7-#5 3" BOTT. COVER DWG 02 OF 13 CL COL PROVISIONS @REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO o DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS A A-A PROJECT WITHOUT THE WRITTEN • PERMISSION OF REILLY TARANTINO ENGINEERING P.C. '--- SEE PLAN FOR COL REINF. VAPOR BARRIER TYP. < (4) #5 VERT. AND #4012" O.C. HORIZ. Y2" FULL DEPTH EXPANSION-----_- COL. POCKET JOINT (CONT.) OVERLAP MESH 6" REMOVE SLAB A-A x x - (4) #5 VERT. AND -/ #4@12" O.C. HORIZ. < r i LIMIT OF EXCAVATION < 1 a 4 -�V'0 X 12" ANCHOR .,-FOR REINF. SEE FOOTING SCHEDULE BOLTS4 .16 - .6 4 A REILLY 'r RANTINO .............. 1 CONBEXTRA GROUT =4 4 4 % ENGINEERING ABOTT. OF FOOTING < ci ci<SE LINE OF FOOTING SEE—PEW- KEI 11-� OR PILE CAP BELOW SEE FOOTING SCHEDULE SEE FOOTING SEE FOOTING SCHEDULE FOR FOOTING SIZES V-0$1 SCHEDULE FOR REINFORCEMENT le SEE FOUNDATION PLAN ENGINEERING SIZES FOR DIMENSIONS REILLY TARANTINO (', " TYPICAL FOUNDATION WALL DETAIL ( ,' COLUMN POCKET DETAIL ( ,' TYPICAL COLUMN FOOTING PEDESTAL DETAIL ('4- TYPICAL FOOTING PEDESTAL DETAIL 1000 Park Blvd., Suite 209 FO-500) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Massapequa Park, NY 11762 NOTE: CONTRACTOR SHALL BE' RESPONSIBLE FOR (631 ) 724-7888 SUPPORT OF EXCAVATION DESIGN AND INSTALLATION. Email: info@reillytorantino.com i ALTERNATE EVERY F OTHER BAR SEAL: A 14 . 4 Q 0 Iz #4 @ 16" O.C. CONC. SLAB ON GRADE W/ X 2'-0" LONG 6" X 6" W4/W4 WWM EXPIRATION DATE: 05/31/27 1 x SAWCUT -41 .4 4 A 3/ 4 #5=CONT. PROJECT: CONSTRUCTION JOINT PARTITIONS 8" THICK CONTROL JOINT DEPRESSIONS & OR GREATER AUDIT. SLAB BREAKS CORNER DETAILS— REINFORCED 5000 Bridge Lane, ('5CONCRETE WALLS & GRADE BEAM (', -' TYPICAL SLAB—ON—GRADE DETAIL Cutchogue, NY SCALE: 1 1'-0" SCALE: N.T.S. TITLE: TYP I CAL FOUNDATION D ETA LS REVISIONS: A 06/17/2025 PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: F0 - 500 B—SCAN DWG 03 OF 13 PROVISIONS TABLE 1: F_ TABLE 2: TABLE 3: ©REILLY TARANTINO ENGINEERING TENSION LAP SPLICE LENGTHS (CLASS B MINIMUM) TENSION DEVELOPMENT LENGTH (Ld) (IN INCHES) TENSION DEVELOPMENT LENGTH FOR STANDARD END HOOKS (Idh) TABLE 1.A: 3/4" COVER TO OUTER LAYER BARS TABLE 1.C: 1Y2" COVER TO OUTER LAYER BARS TABLE 2.A: %" COVER TO OUTER LAYER BARS TABLE 2.C: %" COVER TO OUTER LAYER BARS THESE DRAWINGS ARE THE OUTER LAYER LAP LENGTH (IN INCHES) OUTER LAYER LAP LENGTH (IN INCHES) OUTER LAYER DEVELOPMENT LENGTHS OUTER LAYER DEVELOPMENT LENGTHS BAR CONCRETE STRENGTH (PSI) EXCLUSIVE PROPERTY OF REILLY NOTE:„USE TABLE 1.A IF BAR SPACING IS LESS SIZE 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ TARANTINO ENGINEERING, P.C. NO THAN 4 O.C. UP TO #8, 5 O.C. FOR #9,#10,#11 DESIGNS OR IDEAS CONTAINED BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ #3 9 7 7 6 6 6 6 6 HEREIN ARE TO BE USED FOR ANYPURPOSE OTHER THAN THIS #3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 #4 11 10 9 8 7 7 7 6 PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO #4 21 20 20 20 20 20 20 20 #4 20 20 20 20 20 20 20 20 #4 16 14 13 12 12 12 12 12 #4 13 12 12 12 12 12 12 12 #5 14 12 11 10 9 9 8 8 ENGINEERING P.C. #5 31 27 24 24 24 24 24 24 #5 24 24 24 24 24 24 24 24 #5 24 21 19 17 16 15 14 13 #5 16 14 13 13 13 13 13 13 #6 17 15 13 12 11 10 10 9 #6 43 37 33 30 29 29 29 29 #6 29 29 29 29 29 29 29 29 #6 33 28 25 23 22 20 19 18 #6 20 17 15 15 15 15 15 15 #7 19 17 15 13 13 12 11 11 #7 69 60 53 49 45 42 40 38 #7 42 37 34 34 34 34 34 34 #7 53 46 41 37 35 32 31 29 #7 32 28 25 23 21 20 1 19 18 #8 22 19 17 16 15 14 13 12 #8 85 74 66 60 56 52 49 47 #8 53 46 41 39 39 39 39 39 #8 66 57 51 46 43 40 38 36 #8 41 36 32 29 27 25 24 23 #9 25 22 19 18 16 15 15 14 1 #10 28 24 22 20 19 17 16 16 #9 103 89 80 73 67 63 59 56 #9 66 57 51 46 44 44 44 44 #9 79 69 61 56 52 49 46 43 #9 50 44 39 36 33 31 29 28 #11 31 27 24 22 21 19 18 17 #10 121 105 94 86 79 74 70 66 #10 79 68 61 56 51 49 49 49 #10 93 81 72 66 61 57 54 51 #10 60 52 47 43 40 37 35 33 #14 37 32 29 27 25 23 22 21 ` #11 140 122 109 99 92 86 81 77 #11 92 80 72 65 60 57 54 54 #11 108 94 84 76 71 66 62 59 #11 71 61 55 50 46 43 41 39 18 50 43 39 35 33 31 29 27 :. TABLE 1.13: 3/4" COVER TO OUTER LAYER BARS TABLE 1.D: %" COVER TO OUTER LAYER BARS TABLE 2.8: %" COVER TO OUTER LAYER BARS TABLE 2.D: %" COVER TO OUTER LAYER BARS INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER LAP LENGTH (IN INCHES) INNER LAYER DEVELOPMENT LENGTHS INNER LAYER DEVELOPMENT LENGTHS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS NOTE: USE TABLE 1.A IF BAR SPACING IS LESS NOTE: THAN 4" O.C. UP TO #8, 5" O.C. FOR #9,#10,#1 i THAN 5" O.C. UP TO #8, 6" O.C. FOR #9,#10,#11 1. TABLE 3 CONFORMS TO ACI 318-2002 (AND 2005). TABULATED VALUES EN INEERING BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ BAR/F'c 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000+ ARE BASED UPON ACI 12.5.2 , ASSUMING GRADE 60 REINFORCEMENT AND NORMAL WEIGHT CONCRETE. #3 16 16 16 16 16 16 16 16 #3 16 16 16 16 16 16 16 16 #3 12 12 12 12 12 12 12 12 #3 12 12 12 12 12 12 12 12 2. PER ACI 12.5.3 A), FOR #11 AND SMALLER BARS, IF COVER TO BAR IS 2 #4 1 20 20 20 20 20 20 20 20 #4 1 20 20 20 20 20 20 20 1 20 #4 13 12 12 12 12 12 12 12 #4 13 12 12 12 1 12 12 12 12 j INCHES OR MORE, AND FOR 90 DEGREE HOOK WITH COVER ON BAR EXTENSION BEYOND HOOK NOT LESS THAN 2 INCHES, A MODIFICATION #5 24 24 24 24 24 24 24 24 #5 24 24 24 24 24 24 24 24 #5 16 14 13 13 13 13 13 13 #5 16 14 13 13 13 13 13 13 FACTOR OF 0.7 MAYBE APPLIED. MINIMUM idh SHALL NOT BE LESS THAN 8db NOR 6 INCHES. REILLY TARANTINO ENGINEERING #6 30 29 29 29 29 29 29 29 #6 29 29 29 29 29 29 29 29 #6 23 20 18 16 15 15 15 15 #6 20 17 15 15 15 15 15 15 #7 48 42 38 34 34 34 34 34 #7 37 34 34 34 34 34 34 34 #7 37 32 29 26 24 23 22 20 #7 29 25 22 20 19 18 18 18 1000 Park Blvd., Suite 209 #8 61 53 47 43 40 39 39 39 #8 43 39 39 39 39 39 39 39 #8 47 41 36 33 31 29 27 26 #8 33 28 25 23 22 20 20 20 Massapequa Park, NY 11762 #9 75 65 58 53 49 46 44 44 #9 53 46 44 44 44 44 44 44 #9 57 50 44 41 38 35 33 31 #9 41 35 31 29 27 25 23 23 (631 ) 724-7888 #10 89 77 69 63 58 55 51 49 #10 64 55 49 49 49 49 49 49 #10 68 59 53 48 45 42 40 38 #10 49 42 38 35 32 30 28 27 Email: #11 104 90 81 74 68 64 60 57 #11 75 65 58 54 54 54 1 54 54 #11 80 69 62 57 52 49 46 44 D 11 58 50 45 41 38 35 33 32 info@reillytorantino.com 100 2" MIN. COVER NOTE: TO MAIN BARS 1. ALL REBAR'S LARGER THAN #11 SHALL HAVE A MINIMUM YIELD STRESS OF fy=75ksi AND SHALL BE MECHANICALLY TENSION/COMPRESSION SPLICED. NOTE FOR TENSION LAP SPLICES/TENSION DEVELOPMENT LENGTHS: SEAL: 1. REINFORCEMENT IS UNCOATED, WITH Fy=60,000 PSI. 2. CONCRETE IS NORMAL WEIGHT (122-150#/C.F). 3. FOR "TOP" BAR SPLICE LENGTH ("TOP" IS DEFINED BY ACI 318 AS HAVING MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BAR), TABULATED LENGTHS MUST BE MULTIPLIED BY 1.3. 0 IT z 4. LENGTHS TABULATED MUST BE MULTIPLIED BY THE FOLLOWING MODIFICATION FACTORS: a. LIGHTWEIGHT CONCRETE ..........1.3 b. EPDXY-COATED BARS: iy- co w ry w IP 0 o 1.) BARS WITH COVER <3db, OR WITH CLEAR SPACING <6db ..1.5 FOR BOTTOM & VERTICAL BARS, 1.3 FOR 'TOP' BARS 2.) ALL OTHER CONDITIONS ....1.2 * FOR EPDXY-COATED 'TOP' BARS THE MAXIMUM FOR COMBINED FACTORS= 1.7 z z 5. WHERE TENSION DEVELOPMENT LENGTH (Ld) IS REQUIRED ON PLANS OR IN DETAILS, SEE TENSION DEVELOPMENT LENGTH TABLES. � v " 6. CLASS A LAP SPLICE LENGTHS ARE EQUAL TO TENSION DEVELOPMENT LENGTHS. SEE TABLES FOR TENSION DEVELOPMENT LENGTHS (Ld). APPLY APPROPRIATE MODIFICATION FACTORS TO CLASS A SPLICE LENGTHS. L CD TABLE #4: TABLE #4: lb (D c) EXPIRATION DATE: 05/31/27 COMPRESSION LAP SPLICES DEVELOPMENT LENGTH FOR BARS IN COMPRESSION I I BAR GRADE OF REINFORCEMENT fy = 60,000 PSI fy = 75,000 PSI fy = 80,000 PSI SIZE BAR CONC. f'c (IN. PSI) CONC. f'c (IN. PSI) CONC. f'c (IN. PSI) PROJECT: #3 12 17 18 SIZE #4 15 22 24 #3 12 12 12 12 12 12 12 12 12 z #5 19 28 30 #4 12 12 12 14 12 12 15 13 12 0 2" MIN. COVER 5000 Bridge Lane, #6 23 33 36 #5 14 12 12 17 15 14 18 16 15 X END, COVER Idh TO MAIN BARS C u tc h o g u e, NY #7 27 39 42 #6 17 15 14 21 18 17 22 19 16 w SURFACE OF CONCRETE 1Y2" MIN. CLEAR D = 6 db UP TO #8 I BETWEEN BARS #8 30 44 48 #7 19 17 16 24 21 20 26 22 21 cal D = 8 db FOR #9,#10,#11 #9 34 50 54 #8 22 19 18 28 24 23 29 25 24 D = 10 db FOR #14&#18 > MULTIPLE LAYERS O PROVIDE MINIMUM COVER AND CLEARANCES 10 38 56 61 #9 25 22 21 31 27 25 33 28 27 0 SHOWN USE TABLE 1.A FOR LAP SPLICE TITLE: �#11 43 62 68 #10 28 24 23 34 30 28 36 31 30 LENGTHS. 1. LAP SPLICE ARE NOT REBAR PERMITTED. USE MECHANICAL #11 31 27 26 38 33 31 40 34 33 CONNECTIONS OR WELDED #14 37 32 31 48 42 39 51 44 42 SPLICES FOR #14 & #18, OUTER LAYER DEVELOPMENT #&4 PER ACI 318 (12.14.3). #18 50 43 41 62 54 51 65 56 54 END VIEW (TABLE 1 A OR 1 C) TABLES #18 2. LAP SPLICES OF #14 & ER LAYER #18 BARS TO #11 & SMALLER BARS ARE (TABLE 1 B OR 1 D) PERMITTED PER ACI 318 (12 16 2) CENTER TO CENTER 3. FOR BARS OF DIFFERENT SIZE, SPACING OF BARS USE LARGER OF: SPLICE LENGTH OF REVISIONS: SMALLER BAR (TABLE #4) OR DEVELOOPMENT LENGTH OF LARGER 2" MIN. COVER BAR (FROM TABLE #5) PER ACI 318 TO MAIN BARS 06/17/2025 (12.16.2). 2 NOTE: TABLE #4 APPLIES FOR NORMAL WEIGHT CONCRETE WITH f'c = 3,000 PSI OR GRATER. TOP VIEW 3 Z __0__ PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: FO - 600 B-SCAN DWG 04 OF 13 PROVISIONS ©REILLY TARANTINO ENGINEERING THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY o T/SLAB PURPOSE OTHER THAN THIS EL = —5 —0 PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. 1, T/WALL= —O'-25/s" T/WALL= —0 —9Y2 T/WALL= —0'-6%"- 1 h LJ LJ LJ LJ T SLAB T/WALL= —0'-2 " Al ! EL = —0 —6 i r, LJ EL —0 —6 r I 410 SLAB—ON—GRADE W/ I T W,�LL= —0'-2�i�" V— — -� 6x6/W2.1 xW2.1 W.W.M. I / T/SLAB I _ �qr 4" SLAB—ON—GRADE W/ EL = —3 —0 I ..___.__.._------------- I u — — — u LJ — _ _ _ L ILLY 6x6 W2.1 xW2.1 W.W.M. - N " I- 4 SLAB—ON—GRADE W ___---_._................_..............__......_.__._..._ ......_..__. ._._... _._._.... ....._._..__..____..._..._._._.....__..—.........._..—.__�._._.......__........_—__ _ / r r CJ1 6x6/W2.1 xW2.1 W.W.M. I I ENGINEERING - T/WALL= —0'-2 B�.— — (2) 13/4"x1 17/8" LVL 3 i T/WALL= +0'-4" rJ r r r LJ — LJI LJ LJ LJ LJ LJ l I I I L 1. T/WALL= —1 —5Y I ! I L REILLY TARANTINO ENGINEERING L 1 L i T WALL= +0'-4" LJ I I LJ � f T/WALL= —0'-2" / 1000 Park Blvd. Suite 209 — — — — — -� I ! T SLAB I Massapequa Park, NY 11762 T/WALL= —0'-25/�" ! T WALL= —1'-5Y2" EL = —0 —6 I 631 724-7888 / ! I C T/WALL= —1'-5Y2" i { 4 SLAB—ON—GRADE W/ ! ; T/WALL= —2'-0" Email: J2 1 6x6/W2.1 xW2.1 W.W.M. ( T SLAB of 1 J2 T SLAB J2 j I EL = —2 —0 infoC�reillytarantino.com "I CJ3 I EL = —0 —6 CJ 1 LJ n I I CJ3 I L 4" SLAB—ON—GRADE W/ ! ( I 4" SLAB—ON—GRADE W/ LJ r I 6x6/W2.1 xW2.1 W.W.M. ! I I 6x6/W2.1 xW2.1 W.W.M. l I ' L ! 1 I SEAL: LJ E - - - - - I r Al II I r � T/WALL= —0'-2%„ LJ 771( 2) 13/4"x117i 7 LVL I SC1 - - - - - - - W12x16 _ - - P - - - - - - � TE3.P- cN - _ i.. ..., LJ LJr L LJ LJ -- — — — ; Y1y r� LJ 1 i B.P. I I T/WALL= —1'-4" ! I ,N T/WALL= —1'-5Y2" ! I n 1 0 J2 LJ) Z J2 J2 P I CJ3 - - - _ _ _ _ - - - - - r �rJ LJ LJ u _ J[ ! ... B.P. w :.—:.... ........._...._.- EXPIRATION DATE. _ �............._..--- �^��--- -:.___..... .. r a5/31/27 L-j LJ - --- .----------.............._...__............ I } T ALL '-5Y21tAl T/WALL= —•I'-5Y2" ) ( J2 B.P. ii ; r� (;ji LJ '' T WALL —1 1_5Y2" __ LJ PROJECT: L- - - - - - - - - - - - -i- CJ3 / J2 N T SLAB i L i r - - - µ- - - - - - - - - - - - = - � - - - - - - - - - - - EL = —2 -0 —1 € X _------------....- ... I I T/WALL= —0'-2%" I` 0 N I L SC1 I ( T SLAB04 r x _ _ _ _ - - - - - - _ _ 1 I I 5000 Bridge Lane , LJ I C EL = -0 —i 0 LJI L LJ lJ LJ - - �l C u t c h o g u e , N Y 4" SLAB—ON—GRADE W/ � I: I I 6x6/W2.1 xW2.1 W.W.M. I I f .1 LJ T/WALL= —1 —5Y2 ;I I I I I T/WALL= —1 —4 rj ` J2 J2 j; —I I- - - - - - - I , „ Tr- - - -� >- B.P. CJ3 39 CJ3 /NALL= 0 —0 i I I I TITLE: I I I r �' I I 11 1LJ F3 P. I I- I i I I I -----� J2 _x I ! LJ I „ r- -, B.P. I FIRST FLOOR n I I Q I I I I I I (2) 13/4 x 1 17i`� LVL II I I n I k I I li I If If f N I B.P. I I r, II13/4 x, 17/ LVL I FRAMING PLAN I I ❑ — - - - - - -� �8 - - - - - — (2) 13/4 x117/a LVL - L� ®. - - - — �J c� _ _ _ _ - - - - - - - - - - - - / — i � �SC1 - - - - - - - - - - -I ':. T WALL— —1'-5Y21/ J I N N N —�' I B.P. I I I I x X! i N I T SLAB T T/WALL= —2'-0„ N N E I EL = —2 —0 ! ( I I I I N N N€ N (2) 13/4"x1 1%" LVL ,. x I i I REVISIONS. �t I I I _....._._....__..__..............._._..-.__....-._ .._............. .............. -....- _...__. ...._.. ........_. ®I ® --...-......_ _ .............. ............... .... ............ .. .... _... 4 SLAB—ON—GRADE W/ 1 LJ — — - ] C3 (2) 2x12 C - - 6x6/W2.1 xW2.1 W.W.M. LJ 1 J I 7 I I J2 J2 0 6 1 7 2025 C N B.P. I L - - - - - �--- .�' CJ3 o cJ3 Z, I _ IE -, � -, I L - - - -- - - - -1 I I - - - Ln > I I > N -J , I � I- - - -I- - - - - - � I 2 T/WALL= —1'-5Y2" I I W:.......__..._......__.. is X � � X I I I 3 LJI I I U I \ I I U IL LJI 4 e'^ I l I ! I I I v I I I „ T/WALL= —1 4 I I I LJ 5 f - ( 1B.P. I I I „ I I I 1 ..... .......... .................................. ................ ........... ......................................................... ........................................................................................; _.._..................' ..........._........ _._, _._.._....... _. L- - - - - - - - - - - - - - - - - -n- - - - - - - - - - - - >. I- - - - - - - - - - - - - - - - - - - -� L L J LJ Lrl J LJ L. _. .—_ -- — — — — — — -- — — — — — — — — — — — — — — — _-- Jr-1 LJ PROJECT No: 2024-85 T/WALL= —1'-5Y2" DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: JOIST SCHEDULE CEILING JOIST SCHEDULE COLUMN SCHEDULE 1 FIRST FLOOR FRAMING PLAN MARK SIZE & SPACING MARK SIZE & SPACING MARK SIZE S-100 SCALE: 1/4" = V-0" J 1 9Y2" 230 TJI @ 16" O.C. CJ 1 2x8 CAD 16" O.C. C2 (2) 2x6 S _ 10 f 1 NOTES.' J2 117/8" 560 TJI @ 16" O.C. CJ2 2x10 ® 16" O.C. C3 (3) 2x6 V �.J 1. 0 —0 DATUM LOCATED AT TOP OF FINISHED FLOOR AT THIS LOCATION. 2. FLOOR SHEATHING SHALL BE 3K" PLYWOOD, STRUCTURAL GRADE 1. CJ3 2x12 ® 16" O.C. C4 (4) 2x6 3. "®" INDICATES WOOD POST. SEE SCHEDULE THIS SHEET FOR SIZE. 4. "V/" INDICATES WOOD JOIST SPAN. SEE SCHEDULE THIS SHEET FOR SIZE. SC1 HSS4x4XV16 5. TOP OF STEEL SHALL BE 24" BELOW TOP OF PLYWOOD UNLESS OTHERWISE NOTED. SC2 HSS5x5x%" 6. SEE S-800 FOR SC3 HSS10x5x�/16" B—SCAN NOTE: POSTS NOT SPECIFICALLY INDICATED ON PLAN SHALL BE C3. DWG 05 OF 13 PROVISIONS r._._......_....___......_.._.__...........-...................................._.............---------. .............. . ._...... _--------............_._....--....._............_..__...._........ ©REILLY TARANTINO ENGINEERING 1( ( THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY (............_.............._.................__.. _. _____. TARANTINO ENGINEERING, P.C. NO ---------_............. .._..... ..._. __.. DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY j 1 PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN I { _ PERMISSION OF REILLY TARA NTINO .... _..........._.._.......-___._.-..._ _ _..................................._..........._.._-_.._..._. _ ..-._........__......__------._._.... _ -------_._._.. _-__..._..._._.....-_......-......___._ ENGINEERING P.C. ......_._........ _.............. --- _ . _-_.. __._....-...._..._.....__...._-.___-._..._..-__.-.-- _ _.....___ _ _------------._..._..__. .._._-----_ - __. -....._. f jE 1 ...._._._...,...,,.._._.,,....,.,.._......,,.! i ' .....-_..___..__.....____......._.-_._.._,.,.. _......._._..............._..._.....,,....-_.--------- ..,._.___._._.___....,_........_.._..-_._.._.__...._._.... _- ...._.__---_...........-_----..........._-._._._._._..._.,....,_.._..._.........__._...._.._.............,_......,.._._........_..._.-_._..._...„„_,..._______._.._...______._... TRUS T1 _.._ ...._i .........-__ _ ._.......----......._ .._ ..._..._........._......_ : Oc is ' I ! III I I CD _..___.......... 31 1 R1 R1 VIP I ! I C r REILLYeTARANTINO TRU S T1 I I ] - - - - __...._----_............__._..._._._....__.._......_._.._...._..___ � ENGINEERING ....................._.._.... III >1 I I { I ! � - - - - - - - — C I C :J C71 C —I .. . . I { R1 wx R1 { I I ! LF Li I I �•III{IIIIIIIIIIIL{IIIIIII ....- ._...._......._..._....._.........._........_........_...............__... I I _ ___i nII �I II --_--_—�IIIIIIIIIIIIIIII I{IIIIIiIIlIIIIIIII <_ " ,II I!IIiIIIIIiIIIIrI� IIiIIIIIIIIIIII��lIIIiIIII{I{ cI{jI{iIII{IIrII —_— - - ----�—� it C --I -- _-cNvNN�J II{III �IIIIIIII " R341 E IL LY TARANTINO ARANTINO ,y E N� G IN E E R IN G 101-ALI Al(2) 1�41'x6" LL STRUCTURAL RIDGE TRUES T1 1000 Park Blvd., Suite 209 L — — — — — — — — Massapequa Park, NY 11762 (631 ) 724-7888 R1 x R1 Email: info@reillytcirantino.com C3 (2) 13/4"x6" LL STRUCTURAL RIDGE C3N TRU S T1 Li � SEAL: Li R1 R1LF - - - - - - - -� IX L - - - - - - - TRU S T1 L_ - - - I— — FLAT ROOF FLAT ROOF SEE s-101 _._......_.___..____._. _. _ ..._. F1 n _------ - - - - - - - - - - - - - - EXPIRATION DATE. 05/31/27I- Li ............ �I R1 R1 ....❑ FLAT ROOF .................J L r Li PROJECT: - - - - - - R SEE s-101- - - 2x12 RAFTER — — — — — — F 2x12 RAFTER 5000 Bridge Lane, ___ _____________�__ Cutchogue , NY Oz 71 R1 LR1 TITLE: � R1 � PITCHED ROOF I FRAMING PLANl i 0I L - - - - - - - - - - - - - - - J U L _ _ �_ _ _ _ _ _ - - - - -_ _ _ _ _ _ _ - _ _ _ ® FIAT ROOF\ 13/4x16" LL NON—STRUCTURAL RIDGE SEES-101J ................ ...........__............__.... _ _------_-.... ------...._. . __....__........__......................................... REVISIONS: IAi xl{ I ,- - - - - - - FLAT ROOF\ 06/17/2025SEE S-1011 ................. ............ _ .............. R1 L - - - - - - - - _I I........................... ..... .. ..i l. " tR� R1 .._.-. �) -�=ZI 5 TER RAFTER � 2x12R�FTE L — RAFTER L — — — — — — — - - - - - - - - - - - _ _ _ _ - - - _ _ — L2F - - - _ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - --- L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _._. . .._.......__....._.................._-................_......_-...............__. PROJECT No 2024 85 DATE: 04 07 2025 ; _ _" SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: TRUSS SCHEDULE ROOF RAFTER SCHEDULE COLUMN SCHEDULE PITCHED ROOF FRAMING PLAN MARK RAFTER SIZE COLLAR TIE SIZE REMARKS MARK SIZE & SPACING MARK SIZE SCALE: 1/4" == V-0" T1 (3) 13/4"xll%" LVL %"0 STEEL ROD N/A R1 2x12 C 16" O.C. C2 (2) 2x6 NOTES: S - 102 1. ROOF SHEATHING SHALL BE Y2" PLYWOOD, STRUCTURAL GRADE 1. C3 (3) 2x6 2. INDICATES WOOD WALL BELOW. C4 (4) 2x6 3. "0" INDICATES WOOD POST, SEE SCHEDULE THIS SHEET FOR SIZE. SC1 HSS4x4x 64. "z / - INDICATES WOOC RAFTER SPAN. SEE SCHEDULE THIS SHEET FOR SIZE. 5. COORDINATE THIS PLAN WITH BRACED WALL FRAMING PLAN, SEE SHEET S-200. SC2 HSS5x5x3ia" 6. SEE S-800 FOR TYPICAL WOOD DETAILS. SC3 HSS10x5x�6" B—SCAN NOTE: POSTS NOT SPECIFICALLY INDICATED ON PLAN SHALL BE C3." V DWG 07 OF 13 PROVISIONS @REILLY TARANTINO ENGINEERING ............------------------------- .......................... ................. ----------- THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY ---------........... ----------------------------------------------------.....-------------..................--- -------..... ------------------------------------------------- ------------------------------------------------ PURPOSE OTHER THAN THIS ------------------------------ ......---------------------- ............... ................ ------- ------------------- ............... PROJECT WRITTEN PERMISSION OFWITHOUT REILLYTHE TARANTINO j I I ( I ENGINEERING P.C. f I I I i I I '11 II I I I ..........-----------------........ ------------------------ ................................ -------------------- ----------- ---------------- ............................-------------------- 1 ---------------------------------------- ------------------------------........ ------------------------------- -------------------------------------------------................ I I I I�� 1 � � iti is . ........................----------- I J: .. .......... .......... ............ ------....................................... 3 P 9!Ye -64 (2) 1�X"xl 17/8" LVL Y2"xl 1X2" STL. PL. -------------- FLITCH BEAM ----------------- • t BWL2-D BWL3-D 'C2 W1 200 W10x17 SC2 A ........................................... - - - - - - - - - L(I SIMPSON HDU-6 SIMPSON ---------. .............-- ---- HDU-6 REILLY*TARANTINO PSON HDU-6 or .3t-27/8':: ll-,3y2 V-0 L. 1'-9y4" ------------------ ,fir Lo ENGINEERING /771.ly............................... ........................ 1 j - - - - - C -I I I I - - ............. .............. BWL1 - ---- ------------ ------------------------ Do 6 6' SIMPSON HDU-6 SIMPSON HDU-6 I j - - - - - L I REILLY TARANTINO ENGINEERING ------------------- ----------------------------------------- a_ ...... ................................ ................................................................. .......................- co 1000 Park Blvd., Suite 209 I j - - - - - L I Massapequa Park, NY 11762 (631 ) 724-7888 x is ! ,' €) '� , li + -1 - - - - - L -L M - - - - - - - - - Email: a f= =f i nf o@rei I lytgran I no.com (0 -1 - - - - - L -L x fi ...............................------- -J - - - - L I N ' I I N SEAL: ii it 1 -11 = _ 3 ....... ............................. :........... ....................................! ................................... ...................................... -.1 SC3 .................--- -i is -�;& * . ........... V` 7- ---------- ............... - - - - - - - - - L I ......... ..... BWL2-C o NZ .................... W1 2x40 SC2 W10x22 T ;. $ 0 SIMPSON HDU-6 L -L SIMPSON HDU-6 - - - - =f ........... ................... BWL3-C - - - - - - - ..........------------------------ F- 7 4111 6A to SON HDU-6 EXPIRATION DATE: 05/31/27 SIMPSON HDU-6 SIMR ;T 25'-1,V4" ......................................... U ........... .........., BWL1-8 1 00 Al PROJECT: SIMPSON HDU-6 to I I 14'-11 4 6Ya to C\j A ........................ BWL3-B Z;7;27 .......... 44 5000 Bridge Lane , rf SIMPSON H DU-6 - Cutchogue , NY Lo \�CS-PF ...............---------------------------------------------------- --- ---------- ------------- ---------------1] -------------------------------- ............................................................................ .......... ................... TITLE: 0.......... -------------------- '10 ii L0 FIRST FLOOR BWL2-B - --- -- - - --------- ----------- LO . ....... . ........ 8 -67/8 >1 BRACED WALL .... . .... .. ....... ... ........ ...... I........................... �33/.......... LAN i I I � '' r� ---------- ........ ------------ ............................................ . ........ . --- -------------- ..............------------------- 06/17/2025 ........................................ . ......... I i CS PF Al co on CN Z4 Sim SIMPSON HDU-6 U-6 SIMPSON HDU-6 �O,MPSON HDU-6 LO LO SIMPSON HDU-6 ii 1IMPSON HDU-6 SIMPSON HD .............................. BW 'k- BW113 A !' - -- --- BWL1-A 1-2-A . ............ 9:;Z --. .......... . .............. ................. ..................... ...................... ................... ........... ........... . ....... ........ .......... .. .......- W-2%)$ 8 2 18 8'-2 rr �/4 8o-A41t 8'-23/4?'.-. -234" 4 PROJECT No: 2024-85 ...... .... .......... ............ ........... BWL3-1 BWL3-2 .............. .......... .... BWL1-1 BWL1-2 ---------------------------- .............................................. .....................A............. ... ................. 8' 2-1 BWL2-2 DATE: 04/07/2025 SCALE: AS NOTED Al DRAWN BY: CAC COLUMN SCHEDULE CHECKED BY: AT MARK SIZE WIND SPEED BRACED WALL BRACED WALL MIN. LENGTH ADJUSTMENT FACTORS ADJUSTED MIN. BRACING LENGTH 800 LB. HOLD BLOCKING C2 (2) 2x6 (MPH) LINE LINE SPACING METHOD REQ'D 602.103 e. NUMBER OF LENGTH LINE PROVIDED DOWN (VN) NEEDED (Y/N) C3 (3) 2x6 (FT.) (1) (FT.) b. EXPOSURE c. RIDGE HEIGHT d. WALL HEIGHT BWL'S (FT.) (FT.) C4 (4) 2x6 126 BWL 1-1 1 60-6so CS-WSP 31-4'p 1.2 1.3 1.05 1.0 50-5" 1 8#-6y8$$ N y Sci HSS4x4X5/16" 126 BWL1-2 161-6ts CS-WSP 31-411 1.2 1.3 1.05 1.0 5'-5" 260-5%tt N y BRACED WALL FRAMING PLAN SC2 HSS5x5x%" 126 BWL1-A 2 1 o-1 ot CS-WSP 4#-3$0 1.2 1.3 1.05 1.3 go-lot 160-5%$p N y SHEET: S-200SCALE: 1/4" 1'-0" SC3 FSS 1 Ox5X�16" 126 BWL1-B 34P-811 CS-WSP 6$-gv* 1.2 1.3 1.05 1.3 140-40o 25t-lY41t N y 126 BWL1-C 1 3s-7" CS-WSP 3'-1 to 1.2 1.3 1.05 1.3 6o-6vo 13t-9!Y8o' N y 126 BWL2-1 68P-000 CS-WSP 3F-3" 1.2 1.3 1.05 1.0 50-4ot 150-5X" N y S - 200 126 BWL2-2 68'-01F CS-WSP -3t-3tP 1.2 1.3 1.05 1.0 5P-4po 15#-2%" IN y 126 BWL2-A 8#-1 to CS-WSP 20-691 1.2 1.3 1.05 1.45 60-0o" 160-5y2ts IN y 126 BWL2-B i gt-got CS-WSP 4'-Ot' 1.2 1.3 1.05 1.45 99-6to 150-2'%" N y 126 BWL2-C 22P-99t MF 40-7ot 1.2 1.3 1.05 1.45 10'-10" N y 126 BWL2-D i i t-ovs MF 2t-81' 1.2 1.3 1.05 1.45 6P-41" - N y B-SCAN 126 BWL3-1 1 3t-6st CS-WSP 31-1$t 1.2 1.3 1.05 1.0 50-0tf 27'-10314 N y 126 BWL3-2 130-6" CS-PF 3,-1 It 1.2 1.3 1.05 1.0 5P-Otl 19t-203 N y 126 BWL3-A 1 3'-2Pf CS-WSP 3'-Os' 1.2 1.3 1.05 1.45 7*-2" 1 6$-5Y2ss N y 126 BWL3-B 170-4ts GB 71-5o# 1.2 1.3 1.05 1.45 17'-8" 19o-15y2ot N y 126 BWL3-C 1 7$-8't GB 7#-7" 1.2 1.3 1.05 1.45 18'-0" 231-0Y41' N y DWG 08 OF 13 A 4" E3 126 BWL3-D 1.3$-691 CS-PF 1.2 1.3 1.05 1.45 70-30$ 71-7y4" N y (2) 13/4"x16" LVL PROVISIONS ©REILLY TARANTINO ENGINEERING ------------ ------------- ------------------------ ---- B/GABLE RIDGE THESE DRAWINGS ARE THE EL = 26 :: EXCLUSIVE PROPERTY OF REILLY TARANTINO ENGINEERING, P.C. NO 1 DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN PERMISSION OF REILLY TARANTINO ENGINEERING P.C. �41 -1110 7 61, REILLYt�TARANTINO ENGINEERING REILLY TARANTINO ENGINEERING B/COLLAR TIE ROD 1000 Park Blvd., Suite 209 EL = 14 -0 Massapequa Park, NY 11762 3/4"0 STEEL ROD (631 ) 724-7888 COLLAR TIE FASTENER COLLAR TIE FALSE FASTENER COLLAR TIE FASTENER r Email: N info®reillytorantino.com 2x8 @ i 6" O.C. B CEILING JOIST ---- EL = 11'-O%" 2x6 LOAD-BEARING (2) 2x12 HEADER W12x35 STUD WALL SEAL: 1 TRUSS T1 SECTION 0 5-300 SCALE: 1/2" = 1'-0" t EXPIRATION DATE: 05/31/27 PROJECT: 5000 Bridge Lane , Cutchogue , NY TITLE: FRAMING SECTION REVISIONS: 1 06/17/2025 3 5 / U , PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 300 B—SCAN DWG 09 OF 13 STL. BEAM —\ -- 2x CONT. TOP PL. W/ (2) Y2" PROVISIONS STEEL BEAM BOLTS @ 24" O.C. bj_j (SEE PLAN) T/CCNC. WALL U Q 3/4"O THRU BOLT O Li BASE PLATE ©REILLY TARANTINO ENGINEERING Y2 STIFF. R EACH CAD 18 O.C. _ SIDE OF WEB STAGGERED o- Q T/FINISH (SEE TABLE) 10' THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF REILLY » o z 1" GROUT FLOOR N o 2'3» 3" TARANTINO ENGINEERING, P.C. NO I a' NON—SHRINK � Y2 STIFF. �(' EACH w T/GONG. c� DESIGNS OR IDEAS CONTAINED CAP �' I I SIDE OF WEB I I cUj 3/4" BEARING I HEREIN ARE TO BE USED FOR ANY PLATE PURPOSE OTHER THAN THIS I I 3/4- A325 BOLTS I z �' Ir PROJECT WITHOUT THE WRITTEN HSS I I GAP I I 2X6 CONT. TOP PL. W/ (2) �r " J PERMISSION OF REILLY TARANTINO STL. COL. I ( HSS PACK STL. BEAM W/ Y2" BOLTS CAD 24" O.C. �—CONCRETE 00 4-3/4"0 ANCHOR ENGINEERING P.C. STL. COL. (2) 13/4"X 94" M.L. EA. SIDE FDN WALL BOLTS SECTION (4) t3/6"0 HOLE BEAM WIDTH HSS COL. + 4" TYPICAL COLUMN BASE PLATE DETAIL (SEE PLAN FOR SIZE) TYPICAL BEAM TO HSS COLUMN (SEE CHART) BASE PLATE # (BP#) 1 CONNECTION DETAIL 2 STEEL BEAM PACKING DETAIL 3 TYPICAL BASE PLATE ANCHOR DETAIL 4 (THICKNESS =�/4") rft�/ —600 SCALE: N.T.S. S-600 SCALE: 1" = 1'-0" —600 SCALE: N.T.S. S-600 SCALE: N.T.S. 71 PDPAT-62KP FASTENERS � r INSTALLED INTO EXISTING TOP FLANGE NAIL HOLES ENGINEERING NAILER ATTACHMENT PER DESIGNER STEEL HEADER THICKNESS Y4» TO Y2" REILLY TARANTINO ENGINEERING 2Y" POINT _ UST HEADER PENETRATE DATHROUGHMTHE 1000 Park Blvd., Suite 209 EDGE DISTANCE ---� THICKNESS STEEL HEADER Massapequa Park, NY 11762 (SEE NOTE #2) 3%" MAX. < (631 ) 724-7888 CROP BEAM IF SHEAR CONNECTION TABLE O 3" O.C. (TYP.) 4" D MAX PENETRATION AREA i REQUIRED DOUBLE ANGLE o Email: # OF A325N BEAM SIZE THICKNESS x 3/4"O BOLTS info®reillytorantino.Com LENGTH i W12 Y2" x 9" 3 i! O STEEL HEADER THICKNESS W 14 Y2" X 9" 4 I > Y2" TO 3X" 11 L _z BEAM FLANGES L _ d < {I P=0.46» MIN. BOLTS CAN BE - l FOR A36 STEEL SEAL: BOLTS REPLACED WITH AN B (SEE NOTE #1) EQUIVALENT WELD TO r THE BEAM WEB HEADER P=0.36" MIN. THICKNESS FOR A572 OR A992 STEEL ANGLE (SEE NOTES �� #1 AND #2) SIMPSON HANGER ON A 3X NAILER BEAM 5 TYPICAL SHEAR CONNECTION DETAIL 6 BEAM WEB PENETRATION 7 (ITS, MIT SIMILAR) SIMPSON HANGER ON STEEL HEADER WITH SCALE: N.T.S. $ POWER-ACTUATED FASTENERS (MIT AND BA SIMILAR) 5-600 5-600 SCALE: N.T.S. S-600 SCALE: N.T.S. —600 NOTES: NOTES: SCALE: N.T.S. ^' 1. PENETRATIONS SHALL NOT BE THROUGH THE BEAMS 1. SEE THE SHEAR CONNECTION TABLE FOR THE ANGLE SIZE, BOLT TYPE, BOLT FLANGES. SIZE, ETC. NUMBER OF BOLTS IS SHOWN FOR EACH MEMBER. 2. NO BEAM PENETRATIONS WILL BE ALLOWED UNLESS SIZE & EXPIRATION DATE: 05/31/27 2. THE EDGE DISTANCE SHALL BE 1.75x BOLT 0, %" MINIMUM. LOCATION ARE SHOWN ON PLAN. 3. SHEAR CONNECTIONS ARE SUBJECT TO CHANGE DURING SHOP DRAWING REVIEW. PROJECT: 5000 Bridge Lane, Cutchogue, NY TITLE: TYPICAL STEEL DETAILS REVISIONS: f�\ 06/17/2025 2 3 5 PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 600 B—SCAN DWG 10 OF 13 (PER INTERNATIONAL RESIDENTIAL CODE 2020) PROVISIONS NUMBER OF SIMPSON CS20 CONNECTOR SIMPSON CS20 CONNECTOR JOINT DESCRIPTION COMMON NAILS NAIL SPACING OR (2) H2A @ ROOF OREILLY TARANTINO ENGINEERING OR (2) H2A @ROOF R O O F F R A M I rJ G SIMPSON CS20 STRAP THESE DRAWINGS ARE THE 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO 2" x 4" CRIPPLE @ 16" O.C. WRAPPED EXCLUSIVE PROPERTY OF REILLY TOP PLATE '-8d TOE NAIL STUDS @ 16" O.C. AROUND DOUBLE 2x6 TARANTINO ENGINEERING, P.C. NO SILL PLATE DESIGNS OR IDEAS CONTAINED HEREIN ARE TO BE USED FOR ANY 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAI SIMPSON CS16 CONNECTOR (7) 8d NAILS PURPOSE OTHER THAN THIS PROJECT WITHOUT THE WRITTEN 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3--16d FACE NAIL 3" x 3" x Y4" PERMISSION REILLY TARANTINO OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND DOUBLE TOP PLATE WASHER & NUT ENGINNEE ERING P.C. TABLE R802.5.1 9 (4) 1 od NAILS 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL 2X4 FASTENED W/ (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) 4'-0„ X-CF @16" O.C. TABLE R$02.5.1(9)] SIMPSON CS20 CONNECTOR MAX. 00, 4'-0" TO 12'-0" 5. COLLAR TIE TO RAFTER 3--1od FACE NAIL EACH RAFTER j 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE 3 -10d SIDE AND 1 TOE NAIL SIMPSON CS20 CONNECTOR ° ON OPPOSITE SIDE OF WRAPPED AROUND BOTTOM EACH RAFTER/TRUSS PLATE SIMPSON CS16 CONNECTOR WRAPPED AROUND BOTTOM PLATE < i 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS; OR 3--1Od TOE NAIL ROOF RAFTER TO 2-INCH RIDGE BEAM 5 » ,,. r� 0 ANCHOR BOLT @ 36 O.C. 2--16d END NAIL (EMBED 24" MIN.) ° REILLY W A L L F R A M I N G SEE PLAN ENGINEERING NO SPECIAL UPLIFT CONNECTORS 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL REQUIRED IN THIS AREA 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 16d 16" O,C. FACE NAIL 2 FOUNDATION ATTACHMENT DETAIL WALL CORNERS (AT BRACED WALL PANELS) S-800 SCALE: N.T.S. 10. BUILT-UP HEADER (2" 1"0 2" HEADER WITH Y2" SPACER) 16d 16" O.C. EACH EDGE FACE NAIL REILLY TARANTINO ENGINEERING 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL 1 HEADER TIE-DOWN DETAIL s-809 SCALE: N.T.S. rt 1000 Park Blvd., Suite 209 12. TOP PLATE TO TOP PLATE 16d 16" C.C. FACE NAIL Massapequa Park, NY 11762 FACE NAIL ON EACH SIDE OF END JOINT TRIPLE STUD TRIPLE STUD (631 ) 724-7888 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8--16d (MINIMUM 24" LAP (2) 16d COMMON NAILS SPLICE LENGTH EACH ® 6" O.C. FOR FULL (14) SIDSY4"0 x 2Y2" • (7) 8d NAILS HEIGHT OF STUD SCREWS info@reillytoral SIDE OF END JOINT) ntino.Com 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d 16" O.C. FACE NAIL - (20) SDS Y4 O x 2Y HDU5-SDS2.5 BLOCKING (NOT AT BRACED WALL PANELS) SCREWS HOLDOWN • • 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 2- 16d (2) EACH 16" O.C. HDU8-SDS2.5 HOLDOWN BLOCKING (AT BRACED WALL PANELS) FACE NAIL (2) 16d COMMON NAILS 16. TOP OR BOTTOM PLATE TO STUD 4--8d TOE NAIL >< 5/8" 0 ANCHOR BOLT • ® @ 6" O.C. FOR FULL 2-16d END NAIL (EMBED 24" MIN) HEIGHT OF STUD SEAL: 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL SIMPSON CS20 STRAP 18. 1" BRACE TO EACH STUD AND PLATE 2--8d FACE NAIL @ 16" 0 C %"0 THRU-BOLT 19. 1"x6" SHEATHING TO EACH BEARING 2--8d FACE NAIL 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3--8d FACE NAIL 'y r., 4 F L O O R F R A M I N G (7) 8d NAILS 21. JOIST TO SILL, TOP PLATE OR GIRDER 3--8d TOE NAIL o 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP TOE NAIL ` - PLATE OR OTHER FRAMING BELOW �3d 6" O.C. a 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL . J 24. 2" SUBFLOOR TO JOIST OR GRIDER 2--16d BLIND AND FACE NAIL G ` HOLDOWNS2.5 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2--16d EACH BEARING, EXPIRATION DATE: 05/31/27 FACE NAIL �A. 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL v 20d NAIL EACH LAYER AS 3 LOAD PATH FLOOR FRAMING DIAGRAM FOLLOWS: 32 O.C. -800 SCALE: N.T.S. PROJECT: 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS AT TOP AND BOTTOM AND STAGGERED 4 FIRST FLOOR SHEAR WALL HOLD DOWN 220d FACE NAIL AT ENDS S-800 SCALE: N.T.S. 5 SECOND FLOOR SHEAR WALL HOLD DOWN AND AT EACH SPLICE 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d ATERH JOIST ACE NORAIL S-800 SCALE: N.T.S. 5000 Bridge Lane, NOTES: 29. BRIDGING TO JOIST 210d EACH END, TOE NAIL 1. HOLD DOWNS ARE LOCATED AT EVERY CORNER WITHOUT STL. COLUMNS. CUtchogue, NY 2. AT CANTILEVERED CORNERS HOLD DOWNS SHALL BE BROUGHT THROUGH EDGES INTERMEDIATE FLOOR FRAMING AND FASTENED TO THE UNDERSIDE WITH A NUT. (INCH.) SUPPORTS 30. ;X" - Y2" 6d (SUBFLOOR, WALL), 8d (ROOF) 6 12 31. 1%2"- 1 it 8d 6 12 32. 1 '- 1 4" 10d 6 12 TITLE: OTHER EXTERIOR WALL SHEATHING 33. Y2" STRUCTURAL CELLULOSIC 1Y" GALVANIZED ROOFING NAIL 3 6 FIBERBOARD SHEATHING TYPICAL WOOD 34. 2%2" STRUCTURAL CELLULOSIC 1�K" GALVANIZED ROOFING NAIL 3 6 FIBERBOARD SHEATHING D ETAI LS 35. Y2" GYPSUM SHEATHING 1Y2" GALVANIZED ROOFING NAIL 7 7 36. Y2" GYPSUM SHEATHING 13/4" GALVANIZED ROOFING NAIL 7 7 WOOD STRUCTURAL PANELS, COMBINATION SUBFL-OOR UNDERLAYMENT TO FRAMING REVISIONS: 37. Y4" AND LESS 8d 6 12 38. ',J"- 1" 8d 6 12 06/17/2025 39. 1Ya"-1Y4" 10d 6 12 *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. 2 (PER INTERNATIONAL RESIDENTIAL CODE 2015) rJ PANEL NAIL ULTIMATE DESIGN MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MAXIMUM SPACING WIND SPEED (mph) 6 STRUCTURAL NOMINAL PANEL WALL STUD WIND EXPOSURE PANEL SPAN THICKNESS(in) SPACING(in) EDGES FIELD CATEGORY ( O.C.) ( SIZE PENETRATION(in) RATING „O.C.) B C D PROJECT No: 2024-85 6d 1.5 24/0 % 16 6 12 140 115 110 8d 1.75 24/16 16 1 6 12 170 140 135 DATE: 04/07/2025 24 6 12 140 115 110 10d** 1.5 LL24/0 16 6 12 140 115 110 SCALE: AS NOTED **FASTENERS FOR ZIP SYSTEM. DRAWN BY: CAC CHECKED BY: AT SHEET: S - 800 B-SCAN DWG 11 OF 13 AM n yn lie/ 202 PROVISIONS ::3 NEW _44AL�� R D F� A LS E ma RI CBS DENI Al C DE OF WAL@REILLY TARANTINO ENGINEERING BRACED WALL NOTES ONTINUOUS RIM FULL-HEIGHT BLOCKING TABLE R602.10.1.3 1 . BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH R602.10 OF THE 2015 OR BAND JOIST CONTINUOUS ALONG LENGTH SPACING OF BRACED WALL LINES THESE DRAWINGS ARE THE INTERNATIONAL RESIDENTIAL CODE. 5:F- / OF BRACED WALL PANEL EXCLUSIVE PROPERTY OF REILLY 2. THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. APPLICATION CONDITION BUILDING TYPE BRACED WALL LINE SPACING CRITERIA TARANTINO ENGINEERING, P.C. NO 3. BRACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL,. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED MAXIMUM SPACING EXCEPTION TO MAXIMUM SPACING DESIGNS OR IDEAS CONTAINED ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. PERPENDICULAR FRAMING HEREIN ARE TO BE USED FOR ANY 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE MORE WIND BRACING ULTIMATE PURPOSE OTHER THAN THIS THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. DESIGN WIND DETACHED, 60 FEET NONE PROJECT WITHOUT THE WRITTEN SPEED 100 mph TOWNHOUSE PERMISSION REILLY TARANTINO 5. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED STRUCTURAL WOOD PANEL METHOD (U.O.N.). THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN ' " IN THICKNESS. 8d @ 6" O.C. TO < 140 mph ENGINEERING P.C. /2 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN AC AL ACCORDANCE WITH TABLE R602.3(1) OF THE 2015 IRC. @ 6" O.C. ALONG SDC A-C DETACHED USE WIND BRACING 7. BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: ALONG BRACED BRACED WALL SDC A-B TOWNHOUSE USE WIND BRACING a. CS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL WALL PANEL PANEL SEISMIC P TO 50 FEET WHEN LENGTH OR REQUIRED b. CS-PF = CONTINUOUSLY SHEATHED PORTAL FRAME BRACING SDC C TOWNHOUSE 35 FEET BRACING PER TABLE R602.10.3(3) IS c. GB = GYPSUM BOARD ADJUSTED IN ACCORDANCE WITH 8.THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS RACED 602.10.3(4) " A: SHOWN BELOW: RACED WALL WALL PANEL DETACHED, PTO 35 FEET TO ALLOW FOR A SINGLE SDC DO, D1, D2 TOWNHOUSES, 25 FEET ROOM NOT TO EXCEED 900 SQUARE FEET. ONE-& TWO SPACING OF ALL OTHER BRACED WALL " CONTINUOUSLY SHEATHED Af PANEL �,j/ STORY ONLY LINES SHALL NOT EXCEED 25 FEET. CONTINUOUSLY SHEATHED BRACED WALL LINE (3)-16d @ 16" O.C. UP TO 35 FEET WHEN LENGTH OF REQUIRED BRACED WALL LINE _ ALONG BRACED (3)-16d @ 16" SDC D0, D1, D2 DETACHED, 25 FEET BRACING PER TABLE R602.10.3(3) IS WALL PANEL O.C. ALONG TOWNHOUSES ADJUSTED IN ACCORDANCE WITH TABLE BRACED WALL 602.10.3(4) PANEL ENGINEERING PERPENDICULAR FRAMING REILLY TARANTINO ENGINEERING ONTINUOUS RIM FULL HEIGHT BLOCKING 1000 Park Blvd., Suite 209 RETURN HOLD-DOWN OR BAND JOIST CONTINUOUS ALONG LENGTH PANEL DEVICE W N OF BRACED WALL PANEL Massapequa631 724k,78881 1762 RACED WALL PANEL AT RACED ALL PANEL FIGURE R602.10.8(1) END OF BRACED WALL LINE AT END OF BRACED BRACED WALL PANEL CONNECTION WHEN WALL LINE PERPENDICULAR TO FLOOR/ CEILING FRAMING Email: END CONDITION 1 END CONDITION 2 info@reillytorantino.com CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUS ADDITIONAL FRAMING ULL- HEIGHT BRACED WALL LINE BRACED WALL LINE RIM OR END MEMBER DIRECTLY BLOCKING @ 16" O.C. JOIST ABOVE BRACED WALL ALONG BRACED PANEL WALL PANEL SEAL: �,.,., �...._ 8d @ 6" O.C. p ALONG \-8d @ 6" O.C. TOE NAIL (3)-8d BRACED ALONG BRACED NAILS AT EACH WALL PANEL WALL PANEL RETURN MEMBER BLOCKING PANEL 48" MINIMUM BRACED \-FIRST BRACED RACED BRACED WALL PANEL AT END OF *SEE REQUIREMENTS WALL PANEL WALL BRACED WALL PANEL EXPIRATION DATE: 05/31/27 BRACED WALL LINE PANEL WALL PANEL END CONDITION 3 END CONDITION 4 (3)-16d @ 16" O.C. 3)-16d @ CONTINUOUSLY SHEATHED REQUIREMENTS (3)-16d @ 16" ALONG BRACED EACH BRACED WALL LINE RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH O.C, ALONG WALL PANEL BLOCKING PROJECT: 10, 6 WOOD STRUCTURAL PANELS BRACED WALL MEMBER 32" FOR BRACED WALL LINES SHEATHED WITH PANEL STRUCTURAL FIBERBOARD : ' • SOOO Bridge La r1 e , 2)-16d n DISTANCE D: 24" FOR BRACED WALL LINES SHEATHED WITH NAILS C UtC h®g U e , NY WOOD STRUCTURAL PANELS EACH SIDE 32" FOR BRACED WALL LINES SHEATHED WITH CONTINUOUS ADDITIONAL FRAMING STRUCTURAL FIBERBOARD RIM OR END MEMBER DIRECTLY ULL- HEIGHT JOIST BELOW BRACED WALL BLOCKING @ 16" O.C. HOLD-DOWN 800lbs. CAPACITY FASTENED TO THE EDGE OF THE PANEL ALONG BRACED DEVICE: BRACED WALL PANEL CLOSEST TO THE CORNER & FIGURE R602.10.8(2) WALL PANEL TO THE FOUNDATION OR FLOOR FRAMING BELOW BRACED WALL PANEL CONNECTION WHEN TITLE: PARALLEL TO FLOOR/ CEILING FRAMING HOLD-DOWN — FIRST BRACED 3WL B BWL C BRACE WALL WALL PANEL BWL A BWL B BWL C BWL A DEVICE END CONDITION 5 1 DETAILS I FIGURE R602.10.7 J J ENDS OF BRACED WALL LINES WITH CONTINUOUS SHEATHING m m X m Q 2 X 4' MAx. REVISIONS: R602.10.1.1 LENGTH OF BRACED WALL LINE: THE LENGTH OF A BRACED WALL LINE SHALL BE THE DISTANCE BETWEEN ITS ENDS. THE END OF A BRACED WALL LINE SHALL BE 4' MAX. THE INTERSECTION WITH PERPENDICULAR BRACED WALL LINE, AN ANGLED BRACED NO BRACED WALL LINE 1 06/17/2025 WALL LINE AS PERMITTED IN SECTION R602.10.1.4 OR AN EXTERIOR WALL AS SHOWN IN �, ROOF & FLOOR BEAR @ FIGURE R602.10.1 .1 _._4' MAX. J � SAME ELEVATION 4' MAX. Z2 m 4' MAX. O 3 co O z J Q SOLD BLOCKING BETWEEN m z RAFTERS ATTACHED TO TOP X "' co NOTE: IN THE ABSENCE PLATES WITH 8d @ 6" O.C. OF A BRACED WALL ALONG LENGTH OF ;q- LINE-, BWL A,B,C SHALL 5 BRACED WALL PANEL Ni- END @ EXTERIOR WALL —' 6 FIGURE R602.10.8.2(1) TYPICAL BRACED WALL PLAN FIGURE R602.10.1 .1 m TYPICAL UPPER FLOOR BRACED WALL PLAN BRACED WALL PANEL CONNECTION TO BRACED WALL LINES PERPENDICULAR RAFTERS PROJECT No: 2024-85 R602.10.1 .2 OFFSETS ALONG A BRACED WALL LINE: EXTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET (1219mm) FROM THE DESIGNATED BRACED WALL LINE LOCATION AS SHOWN IN FIGURE R602.10.1 .1 INTERIOR WALLS USED AS BRACING SHALL BE DATE: 04/07/2025 OFFSET NOT MORE THAN 4 FEET (1219 mm) FROM A BRACED WALL LINE THROUGH THE INTERIOR OF THE BUILDING AS SHOWN IN FIGURE R602.10.1 .1 R602.10.1 .3 SPACING OF BRACED WALL LINES: THE SPACING BETWEEN PARALLEL BRACED WALL LINES SHALL BE IN ACCORDANCE WITH TABLE R602.10.1 .3. INTERMEDIATE BRACED WALL LINES THROUGH THE INTERIOR OF THE BUILDING SHALL BE PERMITTED. SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: S - 801 B—SCAN DWG 12 OF 13 PROVISIONS @REILLY TARANTINO ENGINEERING FASTENING SCHEDULE (R602.3(l)) F L O O R (PER 2020 RESIDENTIAL CODE OF NEW YORK) 24.2"SUBFLOOR TO JOIST OR GRIDER 3-16d BOX (3 2"x 0.135"); OR BLIND AND FACE NAIL THESE DRAWINGS ARE THE NUMBER &TYPE 2-16d COMMON (3 2'x 0.162") EXCLUSIVE PROPERTY OF REILLY OF FASTENER a,b,c DESCRIPTION OF BUILDING ELEMENTS SPACING & LOCATION TARANTINO ENGINEERING, P.C. NO 25.2"PLANKS (PLANK AND BEAM 3-16d BOX (3 2"x 0.135"); OR AT EACH BEARING FACE NAIL DESIGNS OR IDEAS CONTAINED R O O F FLOOR &ROOF) ,, HEREIN ARE TO BE USED FOR ANY 1. BLOCKING BETWEEN CEILING JOISTS 4-8d BOX 2-'"x 0.1 13") OR 3-8d 2-16d COMMON (3'z x 0.162") TENSION STRAP PER TABLE FASTEN KING STUD OR RAFTERS TO TOP PLATE ( 2 TOE NAIL 26.BAND OR RIM JOIST TO JOIST 3-1 bd COMMON (3 2"x 0.162") AT EACH BEARING FACE NAIL PURPOSE OTHER THAN THIS COMMON (22'x0.131') OR ( ) PROJECT WITHOUT THE WRITTEN ° ° ° o � 602.10.6.4 (ON OPPOSITE ° ° ° ° TO HEADER WITH 4-10 BOX 3"x 0.128" , OR SIDE OF SHEATHING o 3-1 Od BOX (3"x 0.128"); OR ° ) (6) 16D SINKERS -3"x 0.131"NAILSTT 4-3"x 0.131"NAILS; OR PERMISSION OF REILLY TARANTINO o ° 2. CEILING JOIST TO TOP PLATE 4-8d BOX (2 2'x 0.1 13") OR 3-8d PER JOIST,TOE NAIL 4-3"x 14ga.STAPLES,Z" ENGINEERING P.C. CROWN 0 COMMON (2 2'x 0.131") OR 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4"x 0.192"); OR NAIL EACH LAYER AS FOLLOWS: 0 0 0 0 0 CONTINUOUSLY SHEATHED 0 3-1Gd BOX (3"x 0.128"); OR 2"LUMBER LAYERS 32"O.C.AT TOP AND BOTTOM ° ° ° ° BRACED WALL PANEL -3"x 0.131"NAILS AND STAGGERED 0 0 0 0 0 0 3. CEILING JOIST NOT ATTACHED TO 4-1 Od BOX (3"x 0.128") OR 1 Od BOX 3"x 0.128"); OR A NAIL A P & 0 //"; ' , 1 „ 1 MEETING MIN. LENGTH 0 FACE NAIL ( BOTTOM STAGGERED ON MIN. 3'xl 1/4 NET HEADER STEEL HEADER PROHIBITED IFY2 0 0 0 o PARALLEL RAFTER, LAPS OVER 3"x0.131"NAILS OPPOSITE SIDES 3-16d COMMON (3�"x 0.162") o, .. - /, REQUIREMENTS OF TABLE o PARTITIONS SEE SECTIONS R802.52 AND R 4-3"x 0.131"NAILS y " % SPACER IS USED, PLACE ON BACK-SIDE OF HEADER r, 0 0 0 0 [ O AT A A A 0 R602.10.5 ° ° o ° 0 TABLE R802.5.2) 28.LEDGER STRIP SUPPORTING 4-16d BOX (3 2'x 0.135') O `""b o JOISTS OR RAFTERS �„ NAIL 4. CEILING JOIST ATTACHED TO 3-16d COMMON (3 2 x 0.162"), PER TABLE FACE NAIL OR 4-1 Od BOX (3"x 0.128" A 0 0 o fa, ° PARALLEL RAFTER (HEEL JOINT) [SEE ); OR 0 0 o FASTEN SHEATHING TO HEADER WITH 8D COMMON OR IF NEEDED, PANEL SPLICE EDGES ° FASTEN TOP PLATE TO SECTIONS R802.5.2 AND TABLE R802.5.2) R802.5.2) 4-3"x 0.131"NAILS :: 29. BRIDGING OR BLOCKING TO JOIST 2-1 Od BOX ' 0 0 0 GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN ) SHALL OCCUR OVER & BE NAILED o HEADER WITH TWO 5. COLLAR TIE TO RAFTER, FACE NAIL 4-1 Od BOX (3"x 0.128") OR (3"x 0.128") OR EACH END,TOE NAIL J 1 Od COMMON (3"x 0.148") FACE NAIL 2-8d COMMON (2 2"x 0.131", 0 0 0 TO COMMON BLOCKING WITHIN ° ROWS OF 16D SINKER OR 1 a x 20 ga. RIDGE STRAP TO RAFTER - OR 4-3"x 0.131"NAILS EACH RAFTER OR 2-3"x 0.131") NAILS 0 0 o THE MIDDLE 24" OF THE o NAILS AT 3" O.C. (TYP.) 6. RAFTER OR ROOF TRUSS TO PLATE 3-16d BOX (3 2 x 0.135") OR 0 0 0 HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON PORTAL-LEG HEIGHT. ONE ROW o TOE NAIL ON OPPOSITE SIDE SPACING OF FASTENERS 0 0 0 0 BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING OF 3" O.C. NAILING IS REQUIRED 0 0 OR 4- COMMON (3"x0.148") OF EACH RAFTER/TRUSS NUMBER &TYPE OR 4-3"x 0.131"NAILS DESCRIPTION OF BUILDING ELEMENTS �^+ 0 0 0 0 IN EACH PANEL EDGE 0 0 A A 4-16d (3 2'x 0.135") OR TOE NAIL OF FASTENER a,b,c EDGES INTERMEDIATE 0 0 0 0 0 0 3-1 Od COMMON (3" OR HIP RAFTERS; OR ROOF RAFTER TO x 0.148") INCH. SUPPORTS 0 0 0 0 0 0 MINIMUM 2-INCH RIDGE BEAM OR 4-1 Od BOX (3"x 0.128") ENGINEERING WOOD STRUCTURAL PANELS,SUBFLOOR, ROOF&INTERIOR WALL SHEATHING TO FRAMING&PARTICLEBOARD 0 0 0 0 0 OR 4-3"x 0.131"NAILS WALL SHEATHING TO FRAMING 0 0 0 0 7„ 0 0 -16d (3 2"x 0.135") OR END NAIL 30.Y8"-y" 6d COMMON (2"x 0.1 13") NAIL 0 0 0 0 0 0 o MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. THICK ° ° ° ° 0 MIN.8" WOOD 2-16d COMMON (32"x0.162") (SUBFLOOR,WALL 0 ° ° ° WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR STRUCTURAL PANEL OR 3-10d BOX (3"x0.128") 8d COMMON (2�"x0.131") NAIL 6 12 GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, o o SHEATHING OR 3-3"x 0.131"NAILS (ROOF);OR RSRS-01 (2-2"x0.113") 0 0 0 o W A L L NAIL(ROOF) 0 0 0 0 AND SILLS) AS SHOWN TYP. ° ° REILLY TARANTINO ENGINEERING 8.STUD TO STUD (NOT AT BRACED 16d COMMON (3 2'x 0.162") 24"O.C. 31•'%2'- 1" 8d COMMON NAIL(2 2"x 0.131") O O ° ° WALL PANELS) FACE NAIL OR RSRS-01; (2 2"x 0.113") NAIL 6 12 -1" FACEONAIL (ROOF) 1000 Park Blvd., Suite 209 0 0 0 0 0 0 0 1 Od BOX (3 2"x 0.135"); or 0 0 0 o MIN. DOUBLE 2x4 POST 3"x0.131"NAILS 0 0 0 o MIN. LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD). 0 o 9.STUD TO STUD AND ABUTTING STUDS 16d BOX (3 2"x 0.135") OR 12"O.C. Massapequa Park, NY 1 1762 AT INTERESTING WALL CORNERS (AT 3"x 0.131"NAILS FACE NAIL 32. lY"- IYa" 10d COMMON NAIL(3"xO.148") (631 ) 724-7888 0 0 0 o NUMBER OF JACK STUDS 0 o BRACED WALL PANELS) 1 bd COMMON (3 2'x 0.162"); 16"O.C. NAIL;OR 8d (2 2'x 0.131") 6 12 0 0 0 o PER TABLES R602.7 1 8� 2 0 o DEFORMED NAIL 00 0 ° ( ) ( ) FACE NAIL ° ° 10. BUILT-UP HEADER (2"TO 2" 16d COMMON (32'x 0.162") 16"O.C. EACH EDGE OTHER WALL SHEATHINGEmail: 0 0 0 o MIN. (2) %2'QJ ANCHOR BOLTS ° ° HEADER WITH Y2 SPACER) FACE NAIL 33.Y"STRUCTURAL lY"GALVANIZED ROOFING NAIL, info@reillytorantino.com 0 0 0 0 INSTALLED PER SECTION R403.1 .6 WITH o o l6d BOX (3 2 FACE NAIL SHEATHING'x 0.135"); 12"O.C. EACH EDGE CELLULOSIC FIBERBOARD ,?"HEAD DIAMETER,OR 1 4"LONG 3 6 0 0 0 0 2"X2"X l6" PLATE WASHER 0 0 16go.STAPLE WITH-"OR 1" 0 0 0 0 0 11. CONTINUOUS HEADER TO STUD 5-8d BOX (2 1"'x 0.1 13"); OR TOE NAIL CROWN 0 10 cl 0 0 0 0 0 0 LL 4-8d COMMON (2 2'x 0.131"); 34.2%2 STRUCTURAL 1%"GALVANIZED ROOFING NAIL ® . ' • . OR 4-1 Od BOX (3"X 0.128") CELLULOSIC FIBERBOARD L"HEAD DIAMETER,OR 1 1"LONG 3 6 ' • e 12. TOP PLATE TO TOP PLATE 16d COMMON (32'x 0.162") 16"O.C. FACE NAIL SHEATHING 16ga.STAPLE WITH 2-"OR 1" ° a d 'a d ! • e W •d•' • ..• CROWN EAL • d • °: �. :° d •' • - ' , . ° d • ' l Od BOX (3"X 0.128"); OR 12"O.C. FACE NAIL 35.Y2"GYPSUM SHEATHING 1Y2'GALVANIZED ROOFING NAIL; • . S :•. • a • of ` ° G a d :°: • • • a: A , VA - d, , . °.. d 3' x 0.131 NAILS STAPLE GALVANIZED, 1 J"LONG 1 7 7 • °. a n• ° a. a° d. y FACE NAIL N EACH SIDE F 1„ 4 • - •a' 4 • ' ° ° d e • 3. DOUBLE TOP PLATE SPLICE - - • ° ° .d' 1 16d COMMON (3 2'X 0 162"); 4 SCREWS,TYPE W OR S a • - (3 1"x 0. END JOINT (MIN.24"LAP 36 �"GYPSUM SHEATHING 13/"GA LONG 7 7 OR 12 16d BOX 2 135"); a GALVANIZED ROOFING NAIL ANCHOR BOLTS PER OR 12 10d BOX (3"x 0.128"); SPLICE LENGTH EACH SIDE OF STAPLE GALVANIZED, 1 5" END JOINT) - � �)1 SECTION R403.1.6 OR 12-3"x 0.131"NAILS 1 8'LONG 1 8'SCREWS, 0. OVER CONCRETE OR MASONRY BLOCK FOUNDATION 14.BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (32'x 0.162") 16"O.C. EACH EDGE TYPE W OR S BAND JOIST OR BLOCKING (NOT AT BRACED FACE NAIL WOOD STRUCTURAL PANELS, COMBINATION SUB-FLOOR WALL PANELS) 16d BOX (3 2'x 0.135");OR 12"O.C. EACH EDGE UNDERLAYMENT TO FRAMING 3"x 0.131"NAILS FACE NAIL � 37.3/4'AND LESS bd DEFORMED (2 x0.120') NAIL; 15.BOTTOM PLATE TO JOIST, RIM JOIST, 3-16d COMMON (3 2'x 0.135"); 3 EACH 16"O.C. FACE NAIL OR 8d COMMON (2 2"x 0.131") 6 12 0 BAND JOIST OR BLOCKING (AT BRACED OR 2-16d COMMON 2 EACH 16"O.C. FACE NAIL NAIL WALL PANELS) 3 2"x 0.162"); OR 4 EACH 16"O.C. FACE NAIL 38.8- 1" 8d COMMON (2�'x 0.131") NAIL; w 4-3"x 0.131"NAILS OR 8d DEFORMED (2 2"x 0.120") 6 12 16.TOP OR BOTTOM PLATE TO STUD 4-8d BOX (2 z",x 0.1 13"); OR TOE NAIL 39 lY lY NAIL OMMON 3"x . 4 " NAIL; EXPIRATION DATE:3-16d BOX (3 2 x 0.135 ), OR 1„ E: 05/31/27 4-8d COMMON (2 2"x 0.131"); NOA18d DEFORMED (2 z x 0.120") 6 12 If OR 4-1Od BOX (3"x 0.128"); OR 3-3"x 0.131"NAILS -16d BOX (3 2"x 0.135"); OR END NAIL EQUIREME�ITS FOR WOOD STRUCTURAL PANEL WALL j WOOD STRUCTURAL PANEL NAI'_ SOLE PLATE (2) FRAMING ANCHORS `` NAIL SOLE PLATE 2-16d COMMON(32'x0.162"); SHEATHING USED TO RESIST WIND PRESSURES (R602.3(3)) r " SHEATHING TO TOP OF TO JOIST PER APPLIED ACROSS SHEATHING TO JOIST PER OR 3-10d BOX (3'x 0.128"); OR (2020 RESIDENTIAL CODE OF NEW YORK) PROJECT: BAND OR RIM JOSIT TABLE R602.3(1) JOINT WITH A CAPACITY OF ' " ' TABLE R602.3(1) 3-3"x 0.131"NAILS MINIMUM NAIL MIN.WOOD ULTIMATE : "� MIN. NOMINAL MAX. PANEL NAIL /. " 17.TOP PLATES, LAPS AT CORNERS AND STRUCTURAL WIND SPEED m h 670 Ibs IN THE HORIZONTAL ' •' 3-lOd BOX (3"x0.t28") OR FACE NAIL PANEL WALL STUD SPACING INTERSECTIONS � PANEL SPAN WIND EXPOSURE AND VERTICAL DIRECTIONS ^' "' 2-16d COMMON (3 2'x 0.162") THICKNESS(in) SPACING(in) EDGES FIELD CATEGORY SIZE PENETRATION(in) RATING O.C.) ("O.C.) B C D O R 3-3"x 0.131"NAILS (" 3Bridge Lane, '✓ 18. 1"BRACE TO EACH STUD AND PLATE t„ 6d 1.5 24/0 / 16 6 12 140 115 110 2-8d COMMON (22 x0o31") FACE NAIL COMMON Cutchogue , NY OR 2-1 Od BOX (3"x 0.128"); OR (2.0"x STAPLES, 12" 19. 1"xb"SHEATHING TO EACH BEARING -8d BOX (2 1"x 0.1 13") OR FACE NAIL 8d 1.75 24/16 �6 COMMON 16 6 12 170 140 135 2-8d COMMON (2 2"x 0.131") (2.5"x WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND OR OR 2-lOd BOX (3"x 0.128"); OR 0 131 ) 24 6 12 140 115 110 RIM JOSIT 2 STAPLES, 1"CROWN, 16 ga., OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 1 4"LONG TITLE: (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 20. 1"X8"AND WIDER SHEATHING TO -8d BOX (2 1"x 0.1 13") OR FACE NAIL EACH BEARING -8d COMMON (2 2'x 0.131") OR BOX x 0.128"); BRACE WALL ATTACHED SHEATHING 3 STAPLES, 1"CROWN, 16 ga., TO BAND OR RIM JOIST 1 I"LONG WITH 8D COMMON ,;: WIDER THAN V x 8" DETAILS 11 WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO JOIST NAILS @ 3" O.C. TOP & , 4-8D BOX 2J 0.131"); OR ' NAIL SOLE PLATE TO 1 � BOTTOM � "%�'i` -8D COMMON (2 2' x 0.131 SHEATHING TO TOP OF PER TABLE R602.3 •i. `' ( ) JOIST PER TABLE OR 3-1 Od BOX (3" x 0.128"); OR BAND OR RIM JOSIT R602.3(1) 4 STAPLES, V CROWN, 16 ga., �-`ice ": /r:�""i ✓"�,,;�:,.",, %; :1 1 4,LONG 1 JOIST TO SILL, OP PLATE OR GIRDEP, 4-81) BOX (2 2' x 0.1 13"); OR TOE NAIL 3-81) COMMON (22" x 0.131"); REVISIONS: OR 3-1 Od BOX (3" x 0.128"); OR 3-311x 0.131"NAILS 22. RIM JOIST,BAND JOIST, OR BLOCKING 8d BOX (2 2'x 0.1 13") 4"O.C.TOE NAIL 1 06/17/2025 TO SILL OR TOP PLATE(ROOF APPLICATIONS ALSO) d COMMON (2 2'xO.131"); OR WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND O 1OdBOX (3"x 0.128"); OR 6"O.C.TOE NAIL APPROVED BAND 3"x0.131"NAILS 2 RIM JOIST 2.3. 1"X6"SUBFLOOR OR LESS TO EACH JOIST 3-81) BOX (22' x 0.113"); OR FACE NAIL OVER RAISED WOOD FLOOR-OVERLAP OPTION SECTION OR RIM JOSIT 2-8D COMMON (22' x 0.131"); OR 3-1Od BOX (3" x (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM JOIST) 0.128"); OR 2 STAPLES, 1" FRONT ELEVATION CROWN, 16 go., 1 4"LONG 4 FIGURE R602.10.6.4 METHOD CS-PF- CONTINUOUSLY SHEATHED 5 PORTAL FRAME PANEL CONSTRUCTION 6 PROJECT No: 2024-85 DATE: 04/07/2025 SCALE: AS NOTED DRAWN BY: CAC CHECKED BY: AT SHEET: YOR 61z E WAILL S H_ R-, E. 5 1 D 7 c: 0..' D 0 W_ c S - 802 B-SCAN DWG 13 OF 13