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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