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Home My WebLink About51368-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#: 51368 Date: 11/12/2024 Permission is hereby granted to: TG3 Holdings LLC 4 Monroe Ave Larchmont, NY 10538 To: Construct accessory structure at existing single family dwelling as applied for,with SCHD approval. Premises Located at: 1 Mulford Ct, Orient, NY 11957 SCTM# 14.-2-1.6 Pursuant to application dated 02/05/2024 and approved by the Building Inspector. To expire on 11/12/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $1,214.00 CO Accessory Structure $100.00 Total S1.314.00 Building Inspector a 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 Date Received M For Office Use Only PERMIT NO. Building Inspector: f: - 5 20 „ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. C" ' " h, °�r Date:01/29/2024 OWNER(S)OF PROPERTY: Name:TG3 HOLDINGS LLC SCTNI#1000-14-2-1.6 Project Address: 1 Mulford Court. Orient, NY 11957 Phone#:717-575-8118 TEMTII:tcquinn@gmaii.com Mailing Address:4 Monroe Avenue. Larchmont, NY 10538 CONTACT PERSON: Name:Ashlee Reiniger Mailing Address:PO Box 203 Southold, NY 11971 Phone#:631-335-9363 Email:ashlee@twostorieswoodworking.com DESIGN PROFESSIONAL INFORMATION: Name:Ricardo Romo-Leroux, R.A. Mailing Address:500 West 43rd Street Apt#28-G. New York, NY 10036 Phone#:917-957-2036 Email:ricardo@rrldesign.com CONTRACTOR INFORMATION: Name:Ashlee Reiniger - Two Stories Woodworking Mailing Address:PO Box 203 Southold, NY 11971 Phone#:631-335-9363 Email:ashlee@twostorieswoodworking.co DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated cost of Project: ❑Other Accesory Structure for wmbined 2 car garage and tennis cabana 500,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? []Yes BNo 1 rvj W PROPERTY INFORMATION Existing use of property:Single Family Home Intended use of property:Single Family Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential Zoning this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin me):Ricardo Romo-Leroux RAuthorized Agent ❑Owner Signature of Applicant: Date: 01/29/2024 STATE OF NEW YORK) SS; COUNTY OF V s,cavllo9011"0 - L 000 " being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. SIM4AR TLf&tJILLO BAUIOS Sworn before me this NOTARY PUBLIC,STATE OF NEW yo NC M. r4o.01TR6385456 t� Qualified an Suffolk County day of ' w 20 2 1 ~Sxi5skes jan.1,2027 Notary Public PROPERTY 0 WNER AUTHORIZATION Where the( applicant is not the owner) Timothy Charles Quinn residing at 4 Monroe Avenue. Larchmont, NY 10538 do hereby authorize Ricardo Romo-Leroux, R.A. to apply on my behalf tot awn of SS i th 6d Building Department for approval as described herein. ! 01/29/2024 Off°ta�e.r s � ture Date Timothy Charles Quinn Print Owner's Name 2 CO%mpliance Certificate Project I Mulford Court - Garage House Energy Code: 2018 1ECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,448 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1 Mulford Court 1 Mulford Court Richard Romo-Leroux Orient,New York 11957 Orient, New York 11957 RRL Architecture and Design, PLLC 154 Grand Street New York, New York 10013 917-957-2036 ricky_romo@yahoo.com Compliance: 2.0%Better Than Code Maximum UA: 247 Your UA: 242 Maximum SHGC: 0.40 Your SHGC: 0.40 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. f Q IVC Q 010 1/ 'j Flat Roof:Cathedral Ceiling 1,070 30,0 0.0 0.034 0,026 36 28 AGW Main: Wood Frame, 16" o.c. 1,633 21.0 0.0 0.057 0.060 76 80 Glass Doors: Glass Door(over 50%glazing) 77 0.320 0.320 25 25 SHGC: 0.40 Right Sliders. Glass Door(over 50%glazing) 80 0.320 0.320 26 26 SHGC: 0.40 Windows:Vinyl Frame 144 0,320 0.320 46 46 SHGC: 0.40 AGW Garage:Wood Frame, 1611 ox. 238 21.0 0.0 0.057 0.060 12 13 Garage Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Above Garage:All-Wood joist/Truss 413 30.0 0.0 0.033 0.047 14 19 Cantilever:All-Wood joist/Truss 82 30.0 0.0 0.033 0.047 3 4 On Grade Slab: Slab-On-Grade(Unheated) Insulation depth: 3.0' 88 10.0 0.510 0.540 0 0 Insulation position:Vertical Insulation Project Title: 1 Mulford Court-Garage House Report date: 01/26/24 Data filename: Page 1 of10 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. 1/26/2024 Name-Title Sl9nature Date Project Title: 1 Mulford Court-Garage House Report date: 01/26/24 Data filename: Page 2 of10 Inspection Checklist to Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the kEScheck 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/Plan Revie Plans Verified leldValue Verif! Complies? Comments/Assumptions Valu .......... ........... .......... 103.1, Construction drawings and []Complies Requirement will be met. 103.2 documentation demonstrate E]Does Not [PRI]1 energy code compliance for the [:]Not Observable building envelope.Thermal envelope represented on EINot Applicable construction- documents. I031.1Constructiondr ,,, -,,-..- ------------- .. .....swings and ElComplies Requirement will be met. 103.2, documentation demonstrate E]Does Not 403.7 energy code compliance for ONot Observable [PR3]1 lighting and mechanical systems. Systems serving multiple E]Not Applicable dwelling units must demonstrate compliance with the IIECC Commercial Provisions. -,.......... ................ 302.1, Heating and cooling equipment is Heating: Heating: EJComplies Requirement will be met. 403.7 ti sized per ACCA Manual 5 based Btu/hr Btu/hr— 0Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: oNot Observable Manual J or other methods Btu/hr— Btu/hr ONot Applicable approved by the code official. Additional Comments/Assumptions: klg k m"J p-a ci('T-i e r-1)------- 2 ,M-e--d--i u m, —Im p-a c,t, '('T lee r2- -------- 3 ........ .......... Low impact(Tier 3) Project Title: 1 Mulford Court- Garage House Report date: 01126/24 Data filename: Page 3 of 10 �q Section f�Ba si� ssr Re I® 98aler� �e Feld lUefied o pile comments/Assumptions tions 9 � .Foundation Ins ection...�.. rru® Va Compile .. ... .�9... m..m.... ..... ._ ... ....„_....m,,. 4 2.1.2 Slab edge insulation R-value. R- R- ❑Complies See the Envelope Assemblies EF0111 ❑ Unheated ❑ Unheated ❑Does Not table for values, ❑ Heated ❑ Heated []Not Observable ❑Not Applicable O3).2 •depth/length."edinsulation ...... ..-... ft...... f- ❑Do plies t blehe EnvelopeAssemblie _ _.. ............... g t ❑Co s es Not for values. ❑Not Observable ❑Not Applicable [03.2.1 t protective tecivex en exterior installed �� ❑❑Does Not �� Requirement wi.l......... covering q I be met. insulation and extends a minimum of 6 in. below grade. ❑Not Observable []Not Applicable OComplies Exception Requirement is 403,9 � Snow-controls installed.is -m ice-melting system ❑Does Not not applicable. [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1High Impact(Tier 1) 2Nledium Impa 11 ct(Tier 2) J„3 Low Impact(Tier 3) Project Title: l Mulford Court-Garage House Report date: 01/26/24 Data filename: Page 4 of10 n..F...a#�..be Framiny / Rough-In !..-.....ns _.......�..,. ... .......�..�._. _..ww � w o Section f p u V ,l.ue. -...._— . .....-. � ....._.. .... ...... _....... ection Plansluefied Field Verifie Complies? Comments/Assumptions........ . , . ae........._.. 402.1.1, Door U-factor„ U- U ❑ See theEnveloeAComplies p Assemblies 402.3.4 ❑Does Not table For values. [FR1]1 ❑Not Observable ❑Not Applicable402.11, Glazing _ ) ❑Co -factor(area-weighted U U � ❑ mplies See table a Envelope Assemblies 402.3.1, average 402.3.3, []Not402 5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 products ❑Complies . U-factors of fenestration p .mm.. ...._ .v. � �® Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable [ 2.4.1,1 installed barrier and thermal barrier _ - ❑Complies Requirement will be met. per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable .................._ .w__ .. .... .. ..,.....-___ __ 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 101/1.5.2/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 fixtur . .....,,. .....m.....__ w �. .._._. es ❑Complies 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 03.3.1 insulated >return ducts in attics ❑Com lies building : Ducts ....... -_ p P located 1 8 where duct is ❑Does Notcompletely inside >= 3 inches in diameter and 9 R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of [Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. _ 13 boxes are seated with filter ❑DoesNot lies Requirement will be met. 40 .3.2 Ducts, air handers and p � m..... q [FR joints/seams compliant with [_-]Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 403.3.5 .....,_,Building cavities are not used as..._.. .. .... .ee. �.... .�mm.. ,_ .. ,...a. ......�m....._._, _ �......m _._ �. ... . .......... �_ -.... ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 [Medium Impact(Tier,2) 3 1 Low Impact(Tier 3) Project Title: 1 Mulford Court-Garage House Report date: 01/26/24 Data filename: Page 5 of10 Plansfie V Iued ...Field d V , f le _ �. GSect�on n .., _._ ..,_...._ _w.. 403.3�7� Ducts declared to be within the �� Compl elses7 Comments/Assumptions # Fratnin / Rough-In h-I In Inspection, [FR28]3 conditioned space are either 1) []Does Not completely within the continuous ❑Not Observable air barrier and within the building thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the i40[ 3.4 above piping g conveying chilled fluids _ �........... _ ❑Com lies. Exception: applicable. tin: R �........e .......___. , HVACfluids R- R- ❑ p p Requirement is z Does Not below 55 QF are Insulated to zR- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC m [ DoespN � � � Exception: Requirement is le [FR24]1 piping. of not applicable. ❑Not Observable ❑Not Applicable 403.5.z Ho 3 water pipes are insulated to R- R ❑Does Not Exception- Requirement p p q ment is a-R not applicable. ❑Not Observable ❑Not Applicable 403.E _Automatic or gravity .dampers are ❑Com lies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not App5cable Additional Comments/Assumptions: .... ...... ......... . .. _ �m 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Imp act(Tier 3) Project Title: 1 Mulford Court- Garage House Report date: O1/26124 Data filename: Page 6 of10 InsulationIrisP ectlon . btion Plans Verified c le l Verified Value Value s7 o manta/Assurnptions & Req I D complies? 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R value. ....w.... _ _...___ ...m _... _.. . ❑Compli... ... . .. .m.m.... ..__ . li u.. .. es See the Envelope Assemblies 402.2.E Wood Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel []Not Observable ❑Not Applicable _-insulate on installed per....... ........ ...... .. .. __. _. ❑Gompiies ... Requirement will be..... ..m.- 303.2, Floor .,. ,.�._.._ met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, insulation ❑ �.r. ... R�.,, .,,,.. . -° []Complies table for values bli � e Envelope Assemblies a t /2 o Wood ❑ Wood saes Not 402.2.6 wall insulation n the ❑ Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable , 303.2 �Wall insulation is installed per C]CompHesRequirement be met. ' et. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Im act(Tier 2) 3 Low ImW �I p pact(Tier 3) ll_._ Project Title; 1 Mulford Court- Garage House Report date; 01/26/24 Data filename; Page 7 of10 .. _......w.. _ ..... .. ._._ ..... n .. .... Section p Re C D u .m_ _. Comments/Assn tions Final Inspection Provisions plans Valuefied FrelV;a fied Complies? __ _ ... .. _...... _..... ... 402.1. 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 [-]Not Observable 402.2.E [Fill' ❑Not Applicable 1.1.1, CeiNalnuga insulation n t stalled ❑Do s Not per _ _.,.. .... ElComplies „ ~Requirement will be met. 303. m (F1211 Blown insulation marked every [-]Not Observable 300 ft2. ❑Nat Applicable . . -....... 3entdaticswititeoable ElComplies Eetin: Requirement is [FI2 , eon baffle d ❑Does Not not applicable. .... to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable �4 aR va 02.2.4 Attic hatch and door R „_...._ R-.. . ..,..-.. . �DC lies p�om .... ........ .Re m,quirement willbe m .n._.. _ . .........� .. et. insulationlue of the ❑Does Not adjacent assembly. []Not Observable []Not Applicable [FI2 402.4.1.2 1.z... Blower door test @ 50 Pa <=5 ACH m50 T ACH 50 s_. OComplies p Requirement will be met. 1 Climate Zones 1-2,and <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable [FI2713 determine air leakage w Ducts are pressure ith o.... ft�.__ cfm/100.......m.-ftz cfm/100 ®❑Do splies Exception:Not handlers are space. l ducts and cated within either. Rough in test:Total leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air _ handler enclosure. _ 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Com lies Exception: located duct within _ p p. . d air (FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not thin <=3 cfm/100 ft2 without airspace. handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during_F.. °aming inspection. ------------- [03.2.1 Air handler leakag designated m.._......_......,.. ps_ ....m-.. Exceptti_o n:.Requirement Is at 2 of []Does Not not applicable. ..w design air flow. []Not Observable ❑Not Applicable 403. 1 installed ble the of thermostats DCom: lies..... Exception: applicable. tin: q .n �-' � p p Requirement is primary Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1 2 Heaton heat.p thermostat installed .ODo spNot ._m.. not _.. : Requirement .... .. --- -� -- - � ion: Requirement is 2 pump um s. applicable. ❑Not Observable ❑Not Applicable _ ..... 403.5.1 Circulating... have hot water .... .. ...._... W. 11compues ._...Exception: eequirement is systems e automatic or ❑Does Not not ... accessible manual controls. ❑Not Observable ❑Not Applicable 1 �High Im act(Tier 1) 2 Nediurn Imp act (Tier 2) 3 Low Impact(Tier 3) Project Title: 1 Mulford Court- Garage House Report date: O1/26/24 Data filename: Page 8 of10 A. Section _ _ .. .. .... .. ..... Value�fied-] F Value complies? Comments/Assumptions & Req Lp..�._ .Final inspection tarovisions � Plarts Ve field Verified. . ....�... �,_..�„ ..��.. ..... _ .............. 403.6.1 All mechanical ventilation system ®Complies Exception: Requirement is [F[25]2 fans not part of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable Z _ .....wa boilers supplying heat sting _ _ ❑Do plies Requirement will be met. [FI26] through aeone-ormtwo-....ipeAhe Not systems have outdoor setback control to lower boiler water [:]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5Z have water circulation systems .. .00om lies. Exception: otetion Requirement 403.5.1.1 He y p p : Requirement is a circulation um The ❑Does Not applicable. system return pipe is a dedicated return pipe or a cold water supply [:]Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. [02 ].1.2 ..cElectric heat trace omply with IEEE 515.1 eor UL.... ..... .m w. _...n.. . ..__ m,.--... ❑Does Not.... ._...not applicable. o.n: Requirement is p Exception: pp icable. 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. _ ..... ... .. ._ ._. 403 ......Demand recirculation water.. ,._ _ _„...,._ ,.. _ _ ., . ._ p q 5.2 ❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 104°F. 403.5 4 Drain testedwater er heat recovery with CSAs......_ _.,_ . .. ❑Complies Exception: eption: Requirement .... _ is dance es Not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 900%or have high efficacy lamps, .,..... _..... �.... -.._,..❑❑DoespNot..... . ,n.,n..,Requirement will ..n...., � will be met. fixtu ❑Not Observable ❑Not Applicable g lighting systems have DComplies not applicable. Exception: Requirement [023]3 no dontsnuous clot light.. ......,....�........._ . ._ ... es is ❑Not Observable ❑Not Applicable p 4011.3 Compliance certificate posted, - � _ � � ❑❑oo lies Requirement wlll be met es Not []Not Observable ❑Not Applicable Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier.l). �. 2 ,Medium Impact(Tier _ w�_....�....... _.�.____ � . Project Title: 1 Mulford Court Garage House Report date: 01/26/24 Data filename: Page 9 of10 .. ................ ---------- ion Final Inspection F+ro ---- � PlarrValueif"', ied Field �� Verified visions aloe Complies? Comments/Assumptions Rec� B _... 303.3 „.Manufacturer ..............�... .. ........ .... _� ..._, _.ct manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) , 3 Low Impact(Tier 3) Project Title: 1 Mulford Court-Garage House Report date:P e 10 of10 Data filename: g Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Window 0.32 0.40 Door 0.32 0.40 Heating System: Cooling System: Water Heater: Name: Date• Comments ... ..�..........................mm.. ...w,,,,,,,, ........ .. C LEACHING ASTE LINE I •.. GENERAL NOTES: ^�••�^^ESIG^^^E - DISTANCE SEPTIC 1 THE DESIGN ENGINEER SHALL OBSERVE THE I/A OWfS PRIOR TO BACKFILL M TANK STRUCTURE FORCE MAIN • , HORIZONTAL FRO 2..THE AAND UOWiSRING SNSTALILERSHA STARTUP HOLD APPROPRIATE ENDORSEMENTS I �f\�� Abandonment Of the existing sanitary 5�.......^.."" .(� "" conformance with the Department's requirements. , �ERM T FOR APPROVAL OF CONSTRUCTION FOR A SERVICES \� R"xAa U_" 'it:. t,1 " v ,'B' .) __.. FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH AND SHALL BE AN t%\I" "� \ ME AUTHORIZED INSTALLER AND IS RESPONSIBLE FOR COMPLETING ALL -^-'ry form WWM-080 as roof C AM9C 6PAC,E t�DOW 1uPr „'oFm 6 Andrews 3.THE II/A OWiS INSTALLER NOTED HDALL REGISTER STER THE ONSI ENTREATMENT " ,�".- A I P P Re tv a ERE x ._.m s em u TE THE PERMIT � _ �,�,.....„� .�� ""� Submit completed fo � � SINGLE FAMILY RESIDENCE AND � Ar1d YeW5 ry 9 9 "ILIYtNCo- "1 t .'""5S"Y"" i58.C...,. " ••••• accesso tennis cabana/ara e I r"OPww'"'�aEtiwTA- 1 h hoFt SPR " SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH,THE ENGINEER { .r & p4 s gnProfessional's Cert ficabon Required, 1/23124 ,"H,Sr P, 5 FT 5 F7 5 FT aunty Rd.39 OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY �- " �✓ r R.A,Certification For "'"' _ /� '' 1 I a 1 1 SCDHS, -"- '^"""""" tr ,n Desi o �y tLy R 24-0 551 tl - Suite 10 DATE F" k r Southampton,N.Y.11968 a AN NTECUED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE h EXISTING SWIMMING POOL 70 DEMOUSHED ,•rv- submit t P E --. i m Office/Fax(631)259.3959 MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE AND REBUILT IN PLACE AND KIND The installation and Construction of the Sewage Disposal system APPROVED s+/,°,l-y.-+ w r• „vy;d: ^ 8 ---. mn IV p "L i�ee'" y M + Certificate No.:0019523 PROVIDED GRINDERS SCDHS, '� 3' .....m. ,.,,,._...�.."UseUse Form�WWM-070733 TOTAL MAXIMUM GaE'DROOMS `1U#1 u � . Pot^ '"eat 6 1/AOW SSHALLBETESTEDFORWATERTIGHTNESSPRIORTOARRIVALTO °^'°"�� '"4--^•^-' �.'M4., POG�EOUIPMEN7roBEPLAceoON3•xB'CONC Pao EXPIRES THREE YEARS FROM DATE OF APPROVAL -c� ga mrRETF ayA n' a"NG 1oF-r 1oF7 SFr essionalSeal 7..ALL ELOL ECTRICAL L NES FROM THE DWELPO THE TE USING A METHOD APPROVED L ING TO THE CONTROL PANEL AND Y THE MANUFACTURERPROPOSED FENCE x v..- y PROPOSED 4'DEEPxe'0 DRY WELL ,",�,"� " AAy1 'p gmli ""'2oFT p F 5 Fir �y'; ' f N FROM THE CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED AND DECK STEPS TO BE ram' II .6 EXISTING ON GRADE WOOD DECK TO BE DEMOLISHED ""'"'"""�N xemmM, " mm "• µV Af WLL-.. "r* WATERTIGHT., REMOVED r{"" '. %� k \"OF" w AND REPLACED WITH PAVER PATIOS rw „.. r 4 WIULc ,m_.,-.-^ -"'""""�"`- - C^ I M .m{.. � .. �� B CONTROL PANEL TO BE SET ON A PRECAST CONCRETE PEDESTAL AND SET S w ++ EXISTING TIMBER WALL AND STAIR TO BE REPLACED 2 INCHES ABOVE GRADE TO PREVENT WATER INTRUSION, PROPOSED SPA 6x5 ` _LIINOI" CIM O IMTH STONE WALL 8 STEPS M' ;^,,„.»^ h4M1F ,n 9 I/A OWTS SHALL BE LOCATED MINIMUM T-0"FROM THE DRIVEWAY.A 6 INCH E%ISTING OUTDOOR "1* PROPOSED 2ND FLR BALCONY 'u;" rv,, "'1 LOA_STAL HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE SHOWER TO BE REPLACED NEW BUILT IN 880 CABINET '+, ,..^'"- �- (to be DRIVEWAY AND THE I/A OWTS IF 3 FEET SEPARATION CANNOT BE f - ^, Y PROPOSED SID�YSECK `"-'ape` 1, 6I'E GAT ^o MAINTAINED„ EXISTING RESIDENCE TO ""'"' PROPOSED STONE SIDE STAIR TO DRIVEWAY AND GARAGE 'Lt"nr"° '" LOB. POOL EQUIPMENT TO BE PLACED ON 3'xe`CONC PAD 'S'OI;ES51p�Ri. 10.NEW I/A OWi SYSTEM TO BE VENTED THROUGH PLUMBING.NO HOUSE UNDERGO RENOVATION@ 'Y, O pTE �+,' EXISTING SWIMMING POOL TO DEMOLISHED AND 11.ANV DEAP S GNBE ICHANGES TO SCDHS APPROVED PLANS MUST BE REVIEWED BALCONY 70 BE 4X» r.� V 14 BALCONY TO 5pR EX STENG SEPTIC -'4; A�)L F E V c- l�- �.'"'"p. "L P REBUILT IN PLACE AND KIND BY DESIGN PROFESSIONAL AND RE-PERMITTED THROUGH SCDHS PRIOR TO REMOVED - ' .' "1 be Term e6 r w 5 7 PROPOSED 4'DEEPx8•0 DRY WELL CONSTRUCTION. ) - "" w TO BE REMOVED � � �, 12,POOR DRAINING SOILS IN THE LOCATION OF THE LEACHING FIELD MUST BE EXISTING DECK 8 ..,,,� •,�°..... --":..._ PROPOSED UTILITIES - x",'. 9D' -. .r - EXISTING ON GRADE WOOD DECK TO BE '° +"'� DEMOLISHED AND REPLACED WITH PAVER EXCAVATED TO A 6FT STRATA OF VIRGIN WELL DRAINING SOILS(SPISW) ENTRY STEPS TO ""-^-.„w.,, PROPOSED POOL FENCE �oxPROPOSED MAIN HOUSE PATIOS AND REPLACED WITH ASTM C-33 CLEAN FILLsx$ BE REMOVED f" 's uxs `.'s SEPTIC SYSTEM 4:,y ,. yE fl yty Fy, GAS '•.7' 4„ z E%ISTING TIMBER WALL AND STAIR TO BE otZ' PROPOSED STONE tl t PRSOPOSEED DECK STEPS d'%yam 'r 3 a REPLACED WITH STONE WALL 8 STEPS I ENTRY STEPS AND ° v - NFORMATION: 150' LANDING 1'°'1" CABANA(FFL 270) TORE a.. " �-�. " �ti',, PROPOSED 2ND FLR BALCONY Z O PARCELI REMOVED CL W BUILT IN BSQ DESCRIBED OF 30UTOHOLDTM PROPOSED DRIVEWAY EXTN. " w "" WCABANA SEPTIN SYSTEM PROPOSED SPA 6"x5 9' - U Y �h 10yI;1 E Ft4E D " - NEPROPOSED SIDE DECK CABINET LLI Z 0 SITUATED AT ORIENT M1,1, ✓^"° SUFFOLK COUNTY NEW YORK q M P AY AND GARAGE BUILDABLE AREA:227,925 z LL ANDyM1Y w*+' OUTDOOR SHOWER NO xPROPOSED STONE SIDE SOCTT ME#102503,0249fiT OR 5.,82 ACRES.23 ACRES PROPOSEWAWTEER LINE � '"� 'SO PATIOAIN SET ONGRAVEL D EXISSIHORER TOREACED "OUTDOORI l ^". - - TBDRIONY/TO EREMO REMOVED WELL O��^y EXISTING WELLS AND WATER "*y"1. (sA.FRJ4 Imo" z 0 _ ELECTRIC LINE TO BE PARTIALLY y N Tt10 A E EA(OE ONO INTERNAL CLEAN OUT Uj �_ .X SITE PLAN BASED ON SURVEY PREPARED BY:, "*, o BALCONY 70 BE - a ✓ I'r `tl N REMOVED , ,y°.:.,," -� PROPOSED GRADING BY OTHERS ( < y4p KE\\ETIi \I {I'O1CHI K LAND tit l:\F1I\(" I'I,I,(' LINES TO BE ABANDONED REROUTED a' b! E \ n7 EXISTING SEPTIC SYSTEM { Z EXISTING UNDERGROUND D q Pinfe, Innal Lund Sitr� 11ng and Oc tgu y, oT S.r. "u .Y..,.. 1,1Tv Iy ,. e^' 1" TO BE REMOVED I P 0. INE 1 I'{ :\c 51111 ut \cn 1 29 L111 l'"11 O M 10-0'0x 18-0"DEEP VJJ' I '' FUTURE EXPANSION PIIO\F If,'tl 1'SIU I"�f10 F.1\ IU'lll 9U I.IIR �� ,a II.I„Ile Ihi I,i�r�- uI a<Lrrl I Ilenn.... �I Il u�rl�u4: " _ Uj rT� MUST p �' `T^ O 6W [%q$'TImPO' �' LEACHING POOL "� REVISED:DEC 8,.2023 WELL AND LATERAL MUST BE 9�9 N RESIDENCE TO I Ic �1" 'wk pJt °,"..-,"v I,1, HYDRO ACTION AN-1100 t""N EXISTING { X q { •"• SURVEYED.APRIL 1 2019 � _ "! SHOWN ON FINAL SURVEY a I ,`w� �"' CONTROL PANEL 'IN HOUSE SANITARY SYSTEM INFORMATION. a g, UNDERGO RENOVATION I q. - .SIZE REQUIRED:BB/G_ ..T— nth °v "M 150' j IZ NUMBER D,BEDROOMS:B 't PD 1" N LEACHING REQUIRED:550 FT' PROPOSED 8'0 DRYWELL TO r to i PROPOSED UTILITIES :""" �R1971 be�m N SERVE OUTDOOR SHOWER 2 �dM '" a PROPOSED DRIVEWAY EXT TENNIS CABANA SANITARY SYSTEM INFORMATION' tk Tr t. Hy h PROPOSED ....._... _. ..... .....w....�.. 0pq''t TOTAL NUMBER OF BEDROOMS.0 Call 631 852-5754,48 hours in tl r ' "\ ' ( I EXISTING DECK B ENTRY 1 1,,w d'F„ " 2 STY AFRIA (F advance,to schedule iropection(s). \ STEPS TO BE REMOVED I +"' ^^ CABANA GE(2r 0) (1) HYDRO ACTION AN 110E(CHIN GPO PROPOSED) 4 ENTRY STEPS AND LANDING ` 4 PROPOSED MAIN HOUSE SEPTIC SYSTEM: v,.'"' !"" WI GARAGE IGF 2i D) f9 (1) 10'-0"O x 1B'-0"DEEP LEACHING POOLS(565.2 FT'PROPOSED) Cyr PROPOSED STONE � ✓v ti, � � s f ~ N PROPOSED TENNIS CABANA SEPTIC SYSTEM: 4 , s. /f (1) 100E GAL PRECAST SEPTIC TANK M1 = M' "7 y (1) 1 0"0 x 12'-0"DEEP LEACHING POOLS(301 2 F72 PROPOSED) N ";y'+ y'1!4• - I Q EXCAVATION INSPECTION REQUIRED FuruREExPANsION O o FOR SANITARY SYSTEMS �rc MWa 0 h ii � f (1)B'-0"0 x t2'-0"DEEP 1' 7 ,.k" B LEACHING POOL rwr 'Zn 'ty, by 1000 GC TANK CAST r.+. BY HEALTH DEPARTMENT t \ O OUTDOOR SHOWER NO hr 1'+ 4SE I Z t� yI PROPOSEWAWTEER LL LINE -AND DRAIN SET ON GRAVEL "+°." * �� ( CLEAN OUT ' W F"-" tk �.y - � PATIO , Of� w."".»� .{6 ry ,. p.l�O� UJ A 0 11 P M EXISTING UNDERGROUND NOTE: �' C(1\�� ELECTRIC LINE TO BE PARTIALLY v r••'"'""„ Revisions .EXISTING SEPTIC TO BE REMOVED, t¢ "I L REROUTED 60, ....�..... "�. -ALL PROPERTIES WITHIN 150'OF SUBJECT PROPERTY ARE ' E " 1"Ih °' No, Dale Description IMPROVED AND SERVICED BY PRIVATE WELL WATER +� ^� 1 EXISTING WELLS AND WATER LINES- 1'"w.v TO BE ABANDONED HELL p 3.. -/ / ...n TEST HOLE DATA m FILHT hh DATE NOV 30 2020 @ 9 30 AM ".^. ""ti,n 5 }I EL 29 D 1ENN UR1 0-0' ,, "M' �, CO OL -DARK BROWN LOAM w "' N D1CS�,n4d By 6DD' MIL -BROWN SILT # n By JTS,�,„ ,. Draw,hgal8y JLL.. 60. 00 ,..„,„ W 1a Gamw; 1/12/2024 SM PALE BROWN SILTY SAND 1 scale:NOTED PROPOSED SEPTIC PLAN _., SP -PALE BROWN FINE SAND " 301 0 ,a7 -. ,,,,,e,•� �— 27 0' .PROPOSED_._...�._._ SEPTIC P _.. SCALE 1'=Asa COMMENTS:NO GROUNDWATER 80 0. - -' +' w• µ ""•" ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM(NAVD 1988) ENCOUNTERED ""' .,,•., K„, _.._.. TEST HOLE BY SCAL.E,.1 _ SEE ATTACHED SPECIAL CONDITION, Sheet# TEST L GEOSERVICES ELEVATIONS SHOWN ARE BASED ON USC AND GS DATUM(NAVD 1988)MCDO GRADING PLAN AND/OR PLOT PLAN ....... ---w•. • m. _"�•••. ww....µm."""_�_•......-." ., FOR NEW CONSTRUCTION,ONLY BENDSIELBOWS SHOW ON PERMITS ARE ALLOWED, "..� "�"��-m m^�� WW "tl• WW^• ELBOWS/BENDS IN SEPTIC LINE BEFORE SEPTIC SYSTEM ARE NOT PERMITTED DRAWING IS INTENDED TO BE 34"z22"TO SCALE SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60 LES., ALL PUMPS ARE TO BE HARDWIRED TO CONTROL PANEL ,. ,�""^^„ ,,,„,„... , BOTTOM DETAIL FITS POLYLOK � DOME ��"� � � .. ..__.. ........... ........... ........ ..... ..^^"....................... ......^.... - Y"G' �.'P 0J"j GRADE W 2 LOCATIONS F JR DOMED SHAPE FOR D SHAPE FOR CCUr Osa OR END PLUG VPIPE PORTS. MAXI MUM LOAD STRENGTH PART NO.-300913009-RI213009-AR/ MAXIMUM LOADSTRENGTH SECTION AA TO BE CIUTOUT HANDLE FOR EASY REMOVAL 3000-RTR20/3009-RP HANDLE FOR EASY REMOVAL C'v". wSC'tl' Tk PIPE x4..SCREEN fiF .N c""^, M� �.",..,....SAFETY SCREEN BOTTOM rWy r J .. N301'P•20 ,".', . OF M POLYLOK 20"SAFETY SCREEN -X'ELBOW 'i,LOI"'MC�CdY IF RL qU),RED OF$MF DC TAIL P,I,TS ", SECTION A-A vENT THRU ROOF t7F"p Andrews }S P'0LY14,OK PART NO.•30DB P �, � L^�+✓ '-+ m.. �' °� ... '.r, .,", ;„ i°r, IMTER AL HOPPART NO ES PROPOSED BUILDING M1 �'... PVC SCHEO dYF^,, "Wr'"W"r,r + 4 g' EXTEND AMIN OFF Y Y r' 3I9N)S«&71Vw a"JINJS"R-f'2k�/ '*,, ....,d ,✓�"�'"�^."",...,'�� ,. .---:� 1009-AR d 3009NgTR2r1R .�^^^^^""*.,.�?u '� -.��Jm ..y,,....... � �i.fi .. .1"""'w' ""'�"'"re �� 'ld�.",r� Iln "� ABOVE ROOF LINE AND �... �. wax k ° m ww W"a HAVEAMIN HORI20NTAL 4.q Z0'WYE „✓' 75B Count 3000-RP AND ALL 24" ��..--Ammm.. � .„ „r, 7 ^. •••m••� k ' "'�" SEPERATION OF I7 TO 1� CAST IRON ImnTtlk' .....�. "^°--,.—�, y Rd.39 •r +� ¢ 1 r,. ',r ° !v,tlb,! ^.,, tl." „ THE SLOPED PORTION OF •� BUILDING FOUNDATION6 „q„A!S"kIRON TO , Suite 10 „ W, SMOOTH WALL P»KSRRUCaATED ✓..^/ y. THEROOF TO EXTEND 2'-0-BEYOND T��'r,TRo. PCaL..1^'4M'.{24" ,-- p., ,. "MY . '' " ,,..: r I :d ,7' „„T�.,_-»" CLEAN k P<=E- „1U.v,r•TEP«L n Southam ton.N.Y.N988 RtlEb3 PIPE. N "^ a' w•PART NO POLYLOK�300&SStt SCREEN CAN BE USED WITH ,, ��,,,__, w �„ OU FOUNDATION WALL MIN PVC ADAPTER p P 1 +„.w """ OR WITHOUT SCREWS Nam,,, Y •=iP e LOflieelFa:(631)249-3959 PART NO 3�g4to � � MATERIAL-HOPE POLYLOK 20"HD COVER ORWITHOUTSDMTHCREWS PIP1eP,�ril'71) � NOUT � �D y Certificate No.:0019523 brMATERIAL•HOP'[ FIRST X, FIT IIN sr eNo aLu� C LEANO UT P,. PART NO,3017-C20 ..m.,! :E ",«-. --.°- - ;..".p-.,,. `'e Professional Seal CGrt: E.. REEN a 7 I. .:° ,:..... 'q ._.._-,�-. , � Em"a -- =-`;ry C1) AT TCEO TO BE WIRING DIAGRAM EP'f7M FOAM.Ca:FuSkIE7 COLOR-GREEN i 6i ° OU 1) AT FACE OF BUILDING OR WITHIN "'�°'wPs 24"LOCKING COVE SECTION R+E1 "� 1NpSTAR.4E't2fliE;P,E LOAD RATING-1000 LBS.. INTERIOR CLEAN ITT BUILDING BEFORE EXITING)SEE of NEW R-HDPE 24"SAFETY SCREEN-HDPE 20 LOCKING COVER-HDPE °SAFE1"V SG"REEN"HO�^E, SEPTIC ELEVATION FOR WHICH) ? It DNLtRyy,,�p -.-----.........--.."."---"-..., .,�.--..-°°^,-�^.�..°°°°°°°.�.�.- 2) BEFORE A PIPE GRADE OR VOLUME CALCULATIONS ALIGNMENT CHANGE q _.."........�... ......— 31 EVERY 76 FEET OF SEWER LINE AN 1100 amen 691 � PRESSURE i?d'+R'i Y}M'. � INPUT H P-150 TYPE ro . - naQame�,a ro " ran ores Too moo m w a , �� --E• "\nµ „d,a.. .....' r+k,¢ea�noxM1 l nweQmmQ:Qaamcmada neaaAsze e,Me,eWa�aeo 1 v�TIPe.OwmnP Tr H iroo—"w0m05 :P: ..:� aMCT6 SC �R.d3...L.....k AN�E.,�Lar k9E P HAP v sz _ m oo q a � OO t _ LU A#�� onw va• TTe W.0 �a � _ as �. "`, ...w.. � f ,,,r"' w° �nAk v gnaw � � LIJ r� ro�rc� u�vN 8 u wmy N robw LLI C) w«..._ nano uv,.dewvr '. i Mwo.;.ax,r.:ma , -,y„e•,u. .,`" r.:.�.-."v. ... ... T°:.:; ...._.tie ul 0. renvsa .. +w w�•w d _ ak +t +.aP I,^doa•.n,..wwraa°w:..wr.. oom rta "^n Cane Are RaO LLs 0 +N R ti �1+d tl;IN4 tl &4.W'Ttlkd PPI200 wrcn.e Qamnr ad sN'.v Q«Sao awNa&aAu^' 'at"""' kr CL A nnr x�w 94adrvvx ooa Fm°mi..a„rwwmw.wax r✓ 5. rAG FW a^d- Aar rMY.RtN m mu.BkrvAdp " Uj rywpma.q;u.ee H9w+T'• .• ry. .... „�,.IT. M'6G k�Na d4a9ml IS 0 one❑amnua❑srra, �� "ae nµer drum• o r"••®""•��.•••••••_••®• wro W roV® µ •,•, BILL OF MATE"RIAaLS. .ws „. nrJv:^.a4.e'R AN7100 cone are Qamer sTH�N "". wwa;nxP ". earP•uw ;arro,aln° _ BILLOF MATERIALS rarr'alu.ram. '.. eo,e omana nan oa,om Pn •••••• N, Qame,er,meaem mn BLOWER DETAILS - RC'ra gwAvna ewer°,.« 1y :.._._ wrcQd,aa,uaRayn s� ,w � mawAny .. w w " 133 }a0B 59 CmeNdgy vaume F3a 1-::'YA ....a oho-.m,wr •u••M"._ 'caP,raA �P'N 1. T""""1u'N" HYDRO-ACTION UNIT DETAILS mIT HYDRO-ACTION r�nw _ ",",","„-„ VOLUME DETAILS 1:1NI•SHPdEM' p ,'......� " :.. n. .....�,�. ._..�,�.. �� ... _�,,;,,,,,,- � -� °�• POLYLOK AIR PUMP BASIN , FLOOR 63,0 LFT(2,0 LFT Cl+610 LFT)4" EL,:42,3' PVC SCH 40 D3034 SDR35 S=n"PER FT 6 2 LFT 4"PVC SCH 40 ' 5_I PER 35 E g_..._ - L,:400' GRADE �. K (� N fir®®... +*f,F.�.. "p"'�",N„^" ..wmaw n•I',, .' °,,w`. SEE NOTE 1--".,. ^ D3034 SDR MIN/2'MAXA---- 1"n e CONCRETE COVER. °.,,," GRADE; 24"LOCKING COVERS W/ I' MIN GRADE GRADE w *store" ^..,, EL3'1'.4 Ci•AF'ET1f"SCR'EE•NS. .......- -�.......�G".d. 1�.4:._____". A"". ^ LO SEE NOTE 2-1 0 � � CLEAN t7kPT�''"".. ^ "O":...,T,y r. ' Pcem...mm— ... °_.....—^FAymT.w 0 G mEl �D �, �"^^ 0. STOPPER OR .........:.... IE 2d1..".x6".. 0�.. IE 2B,11b. e � -..—+p' _ ".. �. v-^+J� " 0E 32 0 ra raa 0-3 vim.. Dom END PLUG EE 28.27 a N°f'' _ LL CIO III— �.,, Uj LU EL 19,91'_,. LEA10'CHING POOL COLLAR II�'�^ E `"i.,rar'Ss'°w O ^�✓ HYDRO-ACTION AN-1100 X�II� Caw O PL 18.10' Y= Revisions IIgqONTROL PANEL /— on NOTE: 0 V ! REMOTE CONTROL 1. NEW PIPE TO BE CAST IRON THROUGH AND EXTENDING 2'-0" � No. Dale Descri ption MIN,BEYOND BUILDING FOUNDATION WALL. 2 VENT THROUGH ROOF OF PROPOSED BUILDING TO EXTEND 6" 3 .L. mp...N,.... MIN.ABOVE ROOF LINE AND MAINTAIN 12"MIN.,HORIZONTAL 4 —�/ SEPARATION FROM SLOPED PORTION OF ROOF. BBC SAIND AND MATERIAL 5 3, ALL JOINTS TO BE SEALED WITH CONS CS-10 OR OTHER 8 ".. SCDHS APPROVED SEALANT RATA PROPOSED SEPTIC ELEVATION O VIRGIN PENETRATION— INTO �tl¢: . """" �" Drawn By: JTS EL 10,43, .._..."...... '3°0."....w.�._ MUN HI" .r Date: 1/12/2024 SEE ATTACHMENT(S) GH EST EXPECTED GROUNDWATER Scale:NOTED C-2 Sheet# 4, ........................ ..... ALL PUMPS ARE TO BE HARDWIRED TO...,...,CONTROL PANEL ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60 LBS- ........ ...... ....... 12 3 LFT(2 0 LIFT Cl-10 3 LFT) 4"PVC SCH 40 03034 SDR35 00 LFT OF 4"PVC DiLandro S=' PER FT D3034 SDR35 FINISHED �4'HEAVY DUTY Andrews FL OOP LOCKING CAST IRON S= PER FT CONCRETE COVER 27 0'± OUTLET COVER 1 01 MIP4121MAX GRADE GR DE So County Rd.39 A TO GRADE BELOW GRADE Suit. 0 EL :270 ................. E 1. 1,27 0 Southampton,N.Y.11968 OfficelFax(631)259-3959 SEE NOTE J Certillicate No.:0019523 SEE NOTE 2 V OR END PLUG . ..... �IE 24 56 L Pro(fessional ieal C7 00,lm�ll R RPE OF NE�p IE 24 W j IE 2 9 1 BOW 't4 DILI IE 23 PVC SCHED 0', "�/'A" Imo,,;.I ST R)N YHAu 3' H M SUILDIN(Ca 0 DATION& MAIDITLgN-6�1. TMIN -0"0 x 12'-0" ON C nu. To EXTEND 2'-""1 Yol 1) rA�l IRON TO FPO" IE 18 33'-� q�&)GAL COLLAR DEEP LEACHING POOL COLLAR VOUNDArIONVVAULMIIQ PVC ADAPTER 09 51, !r�4-- SEPTIC TANK V pi BACK FILL MATERIAL - TO BE SAND AND GRAVEL CLEANOUFS ARE TO BE INSTALLEU I) AT MIN PENETRATION SUIACEOF BUILDINGORWTHIN DING BEFORE EXITING(SEE INTO VIRGIN STRATA OF -24"HEAVY DUTY LOCKING "I P �E_W HEAVY - ITO ELEVATION FORWHID SAND&GRAVEL ...... 0" 2� q'Fopl A PIPIE GRADE OR LLJ tLnLq��ST IRON R DL EL 12 1�7 BY DIAMOND PRECAST RE"F" lql C 3 AILIGNIVIF HANCE EROPOqgQ,§ffjjq LEVA-I]l MIN 3) ,E VERY 75 FEEr 01::SEWER I' >- z U) HIGHEST EXPECTED GROUND WATER LU W CL U) w < U) c) 9 0 TWO z x 0 O 0 z O �0 W 0 LU co 0 6 0 0 n c) x z 0 1-: Z IL 0 C/) No "Bescription Date" 2- . ......... Desioned BY: PD Drawn By: JTS JL SEE ATTACHMENT(S) Dale: 1/1212024 Scale NOTED C-2 ............... ....... ............................ ............. ....................................... ................... ................. ................. 5/7 NOTES A LEGENDS I "7 5 7 r In%asa F]:;m/ 7AK a BER ['], 1 000 a 2 1 oG APPROVED AS NOTED DATE: P.#1 '5/3 - 7 FEPIVL�-C/'� BY: PROJECT NAME I MULFORD CT NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE SHEET LIST TABLE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED SHEET TITLE FOR POURED CONCRETE PROJECT LOCATION I MULFORD CT, ORIENT, NY 2. ROUGH-FRAMING&PWMBING G-000 COVER SHEET 3.4. FINAL-INSULATION CONSTRUCTION MUST BE COMPLETE FOR C.O. G-001 GENERAL NOTES AND SPECIFICATIONS ALL CONSTRUCTION SHALL MEET THE ZONING DISTRICT SOUTHOLD., RESIDENTIAL REQUIREMENTS OF THE CODES OF NEW V-1 00 SITE PLAN YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 1H U wk Ili LOT SIZE 249,300 SQ FT (5,72 ACRES) A-101 GROUND FLOOR LAYOUT A-1 02 2ND FLOOR LAYOUT *ALL PROPOSED WORK IS DESIGNED AND A-] 03 ROOF PLAN MUST COMPLY WITH NYC 2020 CODE A-1 I I GROUND FLOOR RCP A-] 12 2ND FLOOR RCP A-200 ELEVATIONS A-201 ELEVATIONS A-300 SECTIONS A-600 WINDOW SCHEDULE DOOR SCHEDULE E-1 I I GROUND FLOOR ELECTRICAL E-1 12 , 2ND FLOOR ELECTRICAL P-1 11 IGROUND FLOOR PLUMBING STRUCTURAL SHEETS SHEET TITLE SOOO GENERAL STRUCTURAL NOTES S 100 1ST FLOOR AND FOUNDATION PLAN S 101 2ND FLOOR FRAMING PLAN S 102 ROOF FRAMING PLAN DDAY'L, S200 FOUNDATION DETAILS 01 PERMIT AMENDMENT 11/09/23 S300 FRAMING DETAILS S301 FRAMING DETAILS S302 TYPICAL FLOOR FRAMING DETAILS NOTE: ORlGINAL SHEET SIZE IS 24X36 S303 TYPICAL ROOF FRAMING DETAILS ARCHffEC'r S400 STEEL DETAILS S500 GEOTECHNICAL BORING PLAN AND RESULTS RICARDO ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE Nb. 037966 PROJECT NAME I MULFORD CT PROJECT ADDRESS I MULFORD CT ORIENT, NY fl T 1) 9 11957 COVER SHEET SEAL & W3HA7URE DATE OCTOBER 23, 2024 �' PROJECT NO 00048-2021 DRAWN BY RoAwo' RR CHECKED BY RR NUMBER 0, G-000 N 2019 RRL ARCHITECTURE AND DESIGN,PLLC H07ER o LEGENDS NDDS vil 0 U I o � a I � AREA OF WORK I I 308'-4" 739'-9" o S 1904700"E 1242.1 V o &i $ 1 C, 600" E N 6 . 3' I � EXIST I O !y I S- 'R CyAKAG &. I TENNIS COURTING r. I BARN N 23'8 l N 120' I ~ W cC9 EXISTING I Q J j poop i IFfO DIRT DRIVEWAY Lu I o pp r\ O W 20� M 2� Z DIRT DRIVEWAY I I N 18038'06"W 1242.30' I N "�� N V�o DC��G30G°�ST�OOUvI DATE co 01 PERMIT AMENDMENT 1 1/09/23 co N 15°0920" W 850.64' z O, NOTE: ORIGINAL SHEET SIZE IS 24X36 N 15°0920" by 905.95' ARCHOTEC RICARDO► ROMO-LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 .Zr PROJECT NAME I MULFORD CT PROJECT I MULFORD CT ORIENT, NY 11957 PROPOSED SITE PLAN 0 I �� if DG3LaW0�1C� 707LE 1 /64 = 1 -0 WORK AREA SITE PLAN REAL o MON4 U E DATE OCTOBER 23, 2024 PROJECT NO D 00048-2021 �°rat ,. + DRAWN BY RR ¢� l� CHECKED BY RR X DDGRA rWWR NUMBER CR +� UIG V- 100 " I° e� C 2019 RRL ARCHITECTURE AND DESIGN,PLLC MOTES o LEGEMOR NOTES: l . THESE DRAWINGS ARE INTENDED FOR THE �I ! NEW CONSTRUCTION OF AN UNDETACHED GARAGE / STORAGE BARN ONLY. NO WORK IS PROPOSED ON OTHER ,r AREAS OF THE PROPERTY. THEREFORE ARE BEING REPRESENTED ON THIS SET FOR rA-2—ON1� REFERENCE ONLY. 02 2. ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR. 3. CONTRACTOR TO CAREFULLY STUDY AND COMPARE PROVIDED DRAWINGS, TAKE FIELD MEASUREMENTS AND REPORT ANY 30'9" It 14' EXTERIOR ERROR, OMISSIONS OR INCONSISTENCIES 2-1 "i 28'-1 6'-2" 4-11 2'-4 INTERIORS TO THE ,ARCHITECT/ DESIGNER. 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RRL ARCHITECTURE AND DESIGN, PLLC � I NEW YORK REGISTERED ARCHITECT 20'-10" 7'-4" INTERIORS LICENSE No. 037966 CAR GARAGE GARDEN STORAGE 26-10" 6'-4" 17'-2" 3-11" 2'-4" I EXTERIOR PR(D JEC u (SAME CIO I MULFORD CT PROJEC T A1010RESS I MULFORD CT ORIENT, NY A-201 11957 01 PROPOSED LAYOUT - GROUND FLOOR 0 I 1 /4 11 � �� OG3A�nM�G�G �oT�E = 1 -0 GROUND FLOOR LAYOUT SEAL o MNATURE DATE �� OCTOBER 23, 2024 PROJECT NO 00048-2021 ��,, E- �, .� j DRAWN BY RR O RC3A;g0 �, � �,�� i� CHECKED BY RR NUMBER <tl A- 1 01 ©2019 RRL ARCHITECTURE AND DESIGN,PLLC HOVE9 o LEGENDS NOTES: 1 . THESE DRAWINGS ARE INTENDED FOR THE NEW CONSTRUCTION OF AN UNDETACHED GARAGE / STORAGE BARN ONLY. NO WORK IS PROPOSED ON OTHER AREAS OF THE PROPERTY. THEREFORE ARE rA-201'� BEING REPRESENTED ON THIS SET FOR o2 REFERENCE ONLY. 2. ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR. 3. 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RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 PHOO�1JEC7 NAM I MULFORD CT I MULFORD CT A-201 ORIENT, NY 01 01 PROPOSED LAYOUT - ROOF PLAN 11957 1 /4 = 1 -0 ROOF PLAN BEAL o MeHATURE DATE OCTOBER 23, 2024 PROJECT NO 00048-2021 F' R `w. ` DRAWN BY RR f l,�, 'n CHECKED BY RR �' .•moo CJ tin ( �1NJMM CG"3 A- 103 Of N E�� ©2019 RRL ARCHITECTURE AND DESIGN,PLLC I1VO�Ic o LLS�ISII'1D� LIGHTING - SCHEDULE L, Ll—CEILING RECESSED DOWNLIGHT FL, L2_WALI_ SCONCE WITH INTEGRATED SWITCH&HARDWIRE - NOT PROVIDED L3 L3_INDIRECT LED TAPE LIGH Y , Ou L4_PENDANT LIGHT - NOT PROVIDED QL5 L5_CLG MOUNTED WALLWASH LIGHT Re L6_RECESSED WALLWASH LIGHT , L7_BATH SCONCE - NOT PROVIDED (!5 L8 L8_OUTDOOR WALL SCONCE 3KK9 L9_STEP LIGHT +10 L10_FLOOR RECESSED LIGHT Ll 1_PICTURE LIGHT - NOT PROVIDED OL12 L12_EXHAUST FAN L13 L13_ CLOSET LIGHT W/ JAMB SWITCH IQIL14 Ll 4_ LANDSCAPE LIGHTING - NOT PROVIDED I . i L15_ POOL LIGHTS 3 " 6-10° ® L16_ RECESSED TRACK WITH MAGNETIC MODULES I -- I II 1'-4" IL-_ } , { 1 11 11 r } CEILING - SCHEDULE � 2,a.� t II , t 1 IAL_ - L, t: l] PAINTED FLAT GYPSUM WITH 0.5" "W" REVEAL 4`-1" I } 0 PAINTED FLAT GYPSUM WITH 12" MDF FRAME -, 4" T&G OAK PANEL } I 0 MDF PANELS - 1 /4" GROVE 6" O.C. # 1 I = 9 COVE LIGHT t ��HT I , I Li i I — - - - � I I 1 i ------------ Ll 6 PASSAGECASING @96 H. 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ELEVATION „ _ „ 1 /4 - 1 -0 0Ec-2)C MPTMH DAM: OL +48'-611 -------------------------- --------------- 01 PERMIT AMENDMENT 1 1/09/23 ROOF RIDGE ASPFALT SHINGLE GL ROOF NOTE: ORIGINAL SHEET SIZE IS 24X36 ....... . ........ ._...............___._-._._ ___.._---- .. . __..---__ - _-__..__ _.- _..__._�.__-------------_---- __............ ...............--..._._...............,.-,........._....._.............. ..... ..,_. ...,._... ______.-.._._........___..__...._._.___......_..___. ._._..._..._._. ._.. _... ..................................._,5 _CEDAR.T&G SLATS._._......... ...__ ..._..._ _._._....._._..-._..._._.__......_...___..._.. ..._._..._.---...-_ --_..........-_-_ FLUSHJOINT ________......_...__._.._.....__._..--_,. _ ___,_,_,_______„_,._. __.__,_-._ _-_.__....._._._.__ ._.. �O RICARDO ROMO-LEROUX, R.A. .___._._...___.w._ .. .__.__.�._._.�.�.._. RRL ARCHITECTURE AND DESIGN, PLLC ..__-__._-________--___....�_.. .. - 3 CV NEW YORK REGISTERED ARCHITECT 11 OL +36 - 10 . �I N 2ND FLOOR F.F. LICENSE O. 037966 PROJECT HQGAIrl- STUCCO o I MULFORD CT WITS-#.#2--.-GAP. ;. - - CLAD WALL o co { I I +2T-oil MULFORD CT oL GROUND FLOOR F.F. - ORIENT, NY j y � %\y\y�y'�yr�y\y �y�y�y �y�y\y y\y\��y��y�y\y�i \�\� j\y\y�\y��\ \��y\� ��\y'�y�� .�\/�/ �% �%�%' >; '\% // // //\/ / / / / / / / // / �i�/ / / /i/i�/!!i�/�!i/i�/ /i/i/i�i/i!�/i� %/i /i /i/i/i�/i� 1 1957 /i,./r,./i,./i,. EAST ELEVATION BRAW°MQ TFLE 02 If 1 11 EAST & WEST ELEVATIONS 1 /4 = 1 BEAD o S�QMAT'UnE DATE OCTOBER 23, 2024 PROJECT NO 00048-202 I DRAWN BY f,G fl got RR ✓ 12� Ash CHECKED BY RR A-200 Of N 4� d ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEGENDS 8' 6„ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - ROOF RIDGE — — — — —� — ........._..................._............_............................._._.-------------------_........>.............. 5 R CED -T&G"SLATS — - �- _._._.__.._,....._._.._.... _____________ -FWSHJOINT------- ----------- - +36'- 10° STUCCO N 2ND FLOOR F.F. CLAD WALL ----..—.. Lw 0 0 �_— — ti ao +27' 011 — — — GROUND FLOOR F.F. \ \ \ ` \ ",.\ �� m x ' of NORTH ELEVATION 1 /4 If = 1 1-0 if Mo DC��G30p4000�l DQTC� A� +48'-611 -------- -------------------------------- ------__-----------------.__ ._--___-------------------_-_--- __ 01 PERMIT AMENDMENT 1 1/09/23 -- ROOF RIDGE o NOTE: ORIGINAL SHEET SIZE IS 24X36 02 5' .CEDAR T&G.SLATS.__.__.._—_--_�__. __ _ .-.....___-P LUSH JOiNT...mm.�__.........._„-_-.--- _ _ ____ __ ____ _»__ _ -_ _ __ __ ____ _._ __ RI CARDO RO M O-LEROUX, R.A. .__------___.,__.,_-____._. .__________________.______._..__.__.______...__...__....__.___...__._.._______..._..___.______._..__---____.__.__._.__..__.___...__----_---____..___... 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LICENSE No. 037966 PROJECT HLaME a o MULFORD CT STUCCO i AT CLAD WALL.60 PROJECT Anulnnss -_- I MULFORD CT GROUND FLOOR F.F. ccqq ORIENT, NY 11957 SOUTH ELEVATION )- 1 /4 If 1 -0 if NORTH & SOUTH ELEVATIONS = SfEQL A S° DATE OCTOBER 23, 2024 C�GJGa�NJG3C� PROJECT NO 00048-2021 DRAWN BY RR ifv f CHECKED BY RR Y X HUM o ER 41 A-201 `()P N Z-4 ©2019 RRL ARCHITECTURE AND DESIGN,PLLC HOES o LE( MOSS +48'-6" — -------- ROOFRIDGE -------------------------------------------------------------------------------------------- N 00 02 l 1 +36'- 10" w 2ND FLOOR F.F. N O \ IT T co I +27'-0" •\ ARDEN STORAGE GARAGE STORAGE GROUND FLOOR F.F. +26'-6" /�/�/\�\�\ <' :_ —• \ \ SITE ELEVATION \ \ ` \ \` \` \ \ \ \ \" \" \` \` \ \ \ , \/\/\/ \/ \ SECTION Awy- 02 1 /4 - 1 -0 11 R[MMGM No LDD DDQ'f'FL 01 PERMIT AMENDMENT 1 1/09/23 M NOTE: ORIGINAL SHEET SIZE IS 24X36 RICARDO ROMO-LEROUX, R.A. +36'- 10" _ OUTDOOR FURNITURE STORAGE RRL ARCHITECTURE AND DESIGN, PLLC ------- - ---------------------------- NEW YORK REGISTERED ARCHITECT 2ND FLOOR F.F. Zv LICENSE No. 037966 p In,(0J IC-CTHA HIE 0 I MULFORD CT 00 002 6°ROX-C T ADD DD HESE oL +27'-0' j CAR GARAGE GARDEN STORAGE GROUND FLOOR F.F. o ---v____� _.-- _ _ -- -- --- ----------- +26'—6' /\/\�\/\/\\ .., \\ \_ \, \s \\ \\ \\ . .\ . \ \\ \ . \"\` \` \` \ \ \` \` \` \ \` \ \` \` \ \� ` \ ` \ \` \ . .r: \\\ \\\\\\\\\\ SITE ELEVATION //\//\//\//\// //��/ // /////////////////////////i//i//i//i//i//i/ //i//i//i//i//i//ir�i��i//i//i//i//i//i//i//i//i//i//i//i//i// //i//i//i//i//i/////i//i//i//i//i//i /i / 1 ORIENT NY �\ �\ .\ .\ ,\ .\ .\\ .\ ,\ ��//\\// y/\\//� •\ �\ .\ �\ .\ �\ �\\y \\ \i� ' 11957 SECTION B �%\\% 01 1 DHAMn M ML 1 /4 1 -0 SECTIONS MAL o SWWTURE DATE OCTOBER 23, 2024 PROJECT NO 00048-202 I DRAWN BY RR ✓ �z � CHECKED BY RR HUMBER A-300 `P N .:✓ ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEG E PS l 3 AV FOR i R.O. R.O. 6-32' 6' R.O. R.O. O 02 02 02 001 003 p 002 r` O 02 02 � � 004 005 N O 01 CV (O (O ..:.c, : FINISHED FLOOR QTY: 1 QTY: 2 QTY: 1 QTY: 2 UNIT TYPE: FIXED WINDOW &SINGLE ENTRY DOOR UNIT TYPE: AWNING WINDOW UNIT TYPE: FIXED&AWNING WINDOW(MULLED) UNIT TYPE: CASEMENT& FIXED WINDOW LOCATION: FOYER(GROUND FLOOR) LOCATION: STORAGE (2ND FLOOR) LOCATION: STORAGE (2ND FLOOR) LOCATION: STORAGE (2ND FLOOR) 1 TYPE 01 QTY: 01 SINGLE SWING DOOR OL +71-011 DDA7E 01 PERMIT AMENDMENT 1 1/09/23 DOOR SCHEDULE DOOR NUMBER DOOR TYPE ROUGH OP NING KNOB SET LOCATION DESCRIPTION 001 TYPE 01 34x84 Privace set Ground Floor / 1/2 Bath Single swing door NOTE: ORIGINAL SHEET SIZE IS 24X36 FINISHED FLOOR R.O. - RICARDO ROMO-LEROUX, R.A. R.O. 2'-10" RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT 001 LICENSE No. 037966 FROJEC T NAME I MULFORD CT PROJECT JEC T ADDRESS RESS I MULFORD CT ORIENT, NY 11957 DRAM NO TDTLE WINDOW SCHEDULE / DOOR SCHEDULE SEAL A SMA URE DATE OCTOBER 23, 2024 PROJECT NO 00048-2021 0 ?'O; ® �£.✓ + DRAWN BY RR `V 7 CHECKED BY RR r s,. z c DRG°��nM�fl\` O . . X ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEOENDDS ELECTRICAL - SCHEDULE ® DIMMER SWITCH. FOR SWITCH GROUPS USE RADIO RA =j OUTLET APPLIANCE OUTLET: VIEW INSTAL MANUAL SPECIFIC. FLOOR OUTLET ' USB OUTLET T� ELECTRICAL OUTLET AT TV HEIGHT o CAT 6 vil O SECURITY CAMERA s� SMOKE DETECTOR - MOUNTED ON CEILING CO2 CO2 DETECTOR - LOCATED AT BASEBOARD El DOOR BELL SWITCH SP HEIGHT BUILT-IN SPEAKER °S OCCUPANCY SENSOR ELECTRIC PANEL LOCATION Q I i SAD SMOKE DETECTOR II II i ► I I CO2 CARBON MONOXIDE DETECTOR I I II II - I I II II II J — F_ _- - - - - - -- - - - - - - -� - - - -' - L 1 L,2 Li I I I I I LIGHTING - SCHEDULE I I I I I— L, L, l i I I I II *L1 Ll—CEILING RECESSED DOWNLIGHT I I I I I I I I I i i I s 72 L7_BATH SCONCE - NOT PROVIDED L8 L8_OUTDOOR WALL SCONCE I I I i i i t I F_ — I L9_STEP LIGHT G I I _ I I +10 Ll0_FLOOR RECESSED LIGHT - - - - - -' - - - - - - - L1 L, I - - - I L1 I I I - - - - - - L1 61 ®L12 Ll 2—EXHAUST FAN I II I NOTE: ALL NON-RECESSED AND DECORATIVE LIGHTS I I I I I i I 1 1 TO BE PROVIDED BY BUYER. II I I I I I I I I L�G�M�SOO�JS y} Da7E IL' L,- � - - - - - - L, - - - - - - - TL, I I � — 01 PERMIT AMENDMENT 11/09/23 gym, - - - - - - - - - L1 T'Li I I I I I I II I I I I L _ II I I I I I I S I a, I I I •.� s i NOTE: ORIGINAL SHEET SIZE IS 24X36 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L, - L1 I QWMTEM7 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - -- -- - L,0 RICARDO ROMO—LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 I I NOTES:I 00 1 . ELECTRICAL OUTLETS CENTERED AT BASEBOARD UNLESS I MULFORD CT I I OTHERWISE NOTED. I 2. OUTLETS ABOVE COUNTERTOPS TO BE LOCATED 42" ABOVE PROJECT ADDRESS F.F. I I I I 3. TV OUTLETS IN DEN AND MEDIA RM TO BE LOCATED 60"ABOVE F.F. I MULFORD CT 4. SWITCHES/DIMMERS TO BE LOCATED AT 42" ABOVE F.F. I 5. DIMMERS BEHIND BEDS TO BE LOCATED 30" ABOVE F.F. ORIENT, NY 6. GFCI OUTLETS TO BE INSTALLED IN ALL 6.5 BATHROOMS. 11957 7. GFCI OUTLETS TO BE INSTALLED 8" ABOVE F.F. TO THE RIGHT OF I I EACH TOILET. I I I 8. GFCI OUTLETS TO BE INSTALLED IN KITCHEN. I I I 9. GFCI OUTLETS TO BE INSTALLED IN MECHANICAL ROOM DDRA nMl HO TffLE GROUND FLOOR ELECTRIC LAYOUT 10. VERIFY APPLIANCE NEW LOCATIONS FOR DEDICATED OUTLETS. I I 11 . CONSULT WITH ARCHITECT FOR WALL SCONCE HEIGHTS. GROUND FLOOR ELECTRIC I : 1 / �i _ i ii 4 _ 1 _O 12. SMOKE & CARBON MONOXIDE DETECTORS WIRING TO BE DONE BY OTHERS. 13. CAT6 DATA OUTLETS TO BE WIRED DIRECTLY TO S�Q� S�C��1G �MG�3 DATE OCTOBER 23, 2024 INTERNET/CABLE CENTRAL LOCATED IN BASEMENT. „�r, D.,q,�, PROJECT NO 00048-2021 [, DRAWN BY 14. TV OUTLETS TO HAVE 1 COAXIAL AND 2 CAT 6 CONNECTIONS. `� Q fiof®� 'os , RR CHECKED BY c� RR TYP ,, HEIGHTS *ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR. CONTRACTOR TO CAREFULLY STUDY AND COMPARE PROVIDED '� �' DIRAW� a 02 DRAWINGS, TAKE FIELD MEASUREMENTS AND REPORT ANY ERROR, 0 OMISSIONS OR INCONSISTENCIES TO THE ARCHITECT/DESIGNER.* 7g6C,. �O E 1 I I Of N Gaga ©2019 RRL ARCHITECTURE AND DESIGN,PLLC �905i'E� o �E�E�JD� ELECTRICAL - SCHEDULE ® DIMMER SWITCH. FOR SWITCH GROUPS USE RADIO RA -0 OUTLET APPLIANCE OUTLET: VIEW INSTAL MANUAL SPECIFIC. -Q- FLOOR OUTLET USB OUTLET o ELECTRICAL OUTLET AT TV HEIGHT o CAT 6 O SECURITY CAMERA 0 SMOKE DETECTOR - MOUNTED ON CEILING Fc-o-21 CO2 DETECTOR - LOCATED AT BASEBOARD F] DOOR BELL SWITCH HEIGHT BUILT-IN SPEAKER °S OCCUPANCY SENSOR ELECTRIC PANEL LOCATION �Q+ +++ ++ + + + Y + �+ + + t ++ + Y4 +, t Sao SMOKE DETECTOR + + t + + + + + + + +rt+ + + L + + + + + + + + 1T + tt + + t + 1 + + + + t + t + � + + + + + + t + + + + + + t + + + + + + + + + cot CARBON MONOXIDE DETECTOR + + + + + + + + + + + + _ a. + + ++ + + + + t - - + + + + + + + + _ 1 + + + i + + + + + + + + + + + + + + t + + + + + + , + + 1 + 'f? + + + + + + -�- + -i. T i- + __ + + + 4 + + + µ + i .« + r .i + + +Y -^ + , + .+ + 4 + 1 + + i.+ + + + + i - + f -�- + + + -t. 1 rt + y -.. '� t t , + + + + + + + + + + + + + + + + + + t + + t + - + + + + t + + + + + + + + _ + + + - Y + + 1�- - + - ++ + ' + +. + + t + + t + T t t + + + + + + + + + + + + -+ + + t + + + + + + - +�. y + + + + + + + + + + +- - t + + + + + t + + 4 4 t + + t + + t t t t + � - t t t + + + + -*u + t t -+- + L + � + + t. + + + + + + + + + + t + + + a- -4- + + + + + + Y LIGHTING - SCHEDULE + t t + + + + + + + •. + -�- + + + + + + t .• - + + + '� '�. t + + + + + -}. i. + + + -« + + +1 -I- + + + + L 4 + +µ ?- ! + + + + + + + t t ++ + + + + + + + - i + L1 Ll CEILING RECESSED DOWNLIGHT + + + + -�- - - a. 4 ? r LL + + + + -r + t + y + + + + + r + + + 1- -+- + + +� � t + + + � + -!. ., + + + + + + + + -�- - + + ,- .+ .+ .� t + + + + + + + µ + + 1 + + + + + + + + + a-µ + + + T + + t -r + t + + -} -. + 1 + _ + _ - _ * L+ t - + + + + _61L2 L7 BATH SCONCE - NOT PROVIDED + + + + + + t + + + + + + L8_OUTDOOR WALL SCONCE + r + + + + + + FLU + + t + + t + L_ .� �L9 n STEP LIGHT + t t++ + + Ll 0_—FLOOR RECESS ED LIGHT + , + + +. + +,a + + + + t + L12EXHAUST FANOL12+ + + + + + + ++ + + + - + 4 � + + Y +µ ;-i+ + + + + + + LL + I I I + ' NOTE: ALL NON-RECESSED AND DECORATIVE LIGHTS + -F i - Li + + + + + + ®— —I— + TO BE PROVIDED BY BUYER. + . + ? + + +- I I + + + + + + + t t I I I + + + + + + + DQAj'E + + + + + 4 + + I I I + + + + + + t + + I I O + 01 PERMIT AMENDMENT 1 1/09/23 + t I d + + + + + + + + + + + + — - - - - - - - - - -� — — + + + i- + + + + - - - - - - - - - - - - - - rmwmpm + + + + + + L1 L1 L1 41 + +Y t + y- .i. ++ - NOTE: ORIGINAL SHEET SIZE IS 24X36 QaC�G��ili'EC�� RICARDO ROMO—LEROUX, R.A. RRL ARCHITECTURE AND DESIGN, PLLC NEW YORK REGISTERED ARCHITECT LICENSE No. 037966 I I PROJECT HAKE FEPI NOTES: I MULFORD CT 00 1 . ELECTRICAL OUTLETS CENTERED AT BASEBOARD UNLESS I I OTHERWISE NOTED. I ( I 2. OUTLETS ABOVE COUNTERTOPS TO BE LOCATED 42" ABOVE F.F. PROJECT ADDRESS 3. TV OUTLETS IN DEN AND MEDIA RM TO BE LOCATED 60"ABOVE F.F. I ( 4. SWITCHES/DIMMERS TO BE LOCATED AT 42" ABOVE F.F. MULFORD CT I I I { 5. DIMMERS BEHIND BEDS TO BE LOCATED 30" ABOVE F.F. ORIENT, NY I I } I. co6. GFCI OUTLETS TO BE INSTALLED IN ALL 6.5 BATHROOMS. 11957 I { I 7. GFCI OUTLETS TO BE INSTALLED 8" ABOVE F.F. TO THE RIGHT OF { L. EACH TOILET. -� 8. GFCI OUTLETS TO BE INSTALLED IN KITCHEN. I I I { 9. GFCI OUTLETS TO BE INSTALLED DG�/Q�'Ii W3 ��1 LE I SECOND FLOOR ELECTRIC LAYOUT S LLED IN MECHANICAL ROOM I ( O I 10. VERIFY APPLIANCE NEW LOCATIONS FOR DEDICATED OUTLETS. SE I COND FLOOR ELECTRIC I I I I �� — � �� 1 l. CONSULT WITH ARCHITECT FOR WALL SCONCE HEIGHTS. 1 /4 — 1 —O 12. SMOKE & CARBON MONOXIDE DETECTORS WIRING TO BE DONE BY OTHERS. DATE 13. CAT6 DATA OUTLETS TO BE WIRED DIRECTLY TO BEAL ° MOHATUME OCTOBER 23, 2024 INTERNET/CABLE CENTRAL LOCATED IN BASEMENT. PROJECT NO 00048-2021 14. TV OUTLETS TO HAVE 1 COAXIAL AND 2 CAT 6 CONNECTIONS. 0� � F;o �® '`;�, DRAWN BY RR TYP . HEIGHTS °HECKEDBY *ALL DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR. -1,, a - RR O2CONTRACTOR TO CAREFULLY STUDY AND COMPARE PROVIDED '� ' ' ^Ih DVLa�9�N� DRAWINGS, TAKE FIELD MEASUREMENTS AND REPORT ANY ERROR, KUN o ER 1 — 1 If -O OMISSIONS OR INCONSISTENCIES TO THE ARCHITECT DESIGNER.* ...w N F-'q" ©2019 RRL ARCHITECTURE AND DESIGN,PLLC NOTES o LEGENDS i OUTDOOR SHOWER 1 HOSE BIBB E 1 HOSE BIBB OPEN STORAGE GARAGE O STORAGE 1/2 BATH 1/2 BATH 1 SINK 1 TOILET P° CAR GARAGE F.F. +21'5" GARDEN STORAGE PATIO yr F.F. +27'0" F.F. +27'0" G3C�MD��Oo�l� KD DATE 01 PERMIT AMENDMENT 1 1/09/23 NOTE: ORIGINAL SHEET SIZE IS 24X36 ENTRY STEPS PLUMBING FITTING SCHEDULE ARCHITECT FIXTURE HOT COLD WASTE VENT RICARDO ROMO-LEROUX, R.A. TOILET 1/2 1/2 3 0-2 RRL ARCHITECTURE AND DESIGN, PLLC SHOWER 3/4" 3/4" 2" 1-1/2" NEW YORK REGISTERED ARCHITECT SINK 1/2" 1/2" 1-1/2" 1-1/2" LICENSE No. 037966 PROJECT NAME I MULFORD CT VENT TO ROOF ROOF LEVEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- -- --- [PROJECT ADDRESS I MULFORD CT IST FLOOR ORIENT, NY -- - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - -- -- - - - - --- II 57 1/2 BATH W.C. I�tN�f OUTDOOR DD RA�l1 �NQ TM LE GROUND FLOOR PLUMBING PLAN SHOWER c01 - - -- -- - - - - - - -- - - - - - - - - - - - - - - - -- - GROUND FLOOR GROUND FLOOR PLUMBING 1 /4" = 1 '-0" BEALI� o � IGNAS URE DATE OCTOBER 23, 2024 CLEAN - OUT PROJECT NO ED A�� 00048-2021 TO SEPTIC SYSTEM r(T F O.kio. DRAWN BY RR CHECKED BY RR Az�PLUMBING RISER DIAGRAM NUMBER Of NEB ©2019 RRL ARCHITECTURE AND DESIGN,PLLC GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. ERECTED IN 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND I ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK = ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. h Di La did r o GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. . -", Andrews 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE UNCOATED 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 ( - E n g i n e e r i n g YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH STEEL THICKNESS = 0.0358 ), GALVANIZED (G60 COATING), UNITED STEEL DECK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND A. FORMED WALL 2"BACKFILL SIDE.3/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. STEEL CORPORATION, OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" Southampton, Office: DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/a" TOP, 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL ( )259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE THICKNESS = 0.0358"), GALVANIZED (G60 COATING). WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS RE SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REQUIRED TO B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE SNOW: INSTALLATION ARE REQUIRED. NEW OCCUPANCY CATEGORY II SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: �`�. Oy GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL '�P NENRY 0 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING 0 EXPOSURE FACTOR, 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE MICRO-LAM' AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS = THERMAL FACTOR Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, G-P LAM AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH �' M 20 STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIEDTION w IMPORTANCE FACTOR,Is I. CONCRETE GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 410 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pf .0 PSF BELOW, UNLESS OTHERWISE NOTED: 10 FDOR DEFORM D STEEL EFOED BAR HWIRE FOR CONCORS SHALL ORETOE REINFORCEMENT ASTM A496RM TO STANDARD AWITH LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF 3'-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FD 00720� BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS POWDER ACTUATED FASTENERS HAVING THE SAME 'O �- C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL R�FESsolo WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS gy WEYERHAEUSER. WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY II A. SLAB ON GRADE 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. IMPORTANCE FACTOR,Iw 1.0 INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 12. PROVIDE 44 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 FB(FOR DEPTHS :5 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF - 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST 0 ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -j LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR D RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL V CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (n POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD J DOCUMENTS. REFER TO THE ARCHITECTURAL,MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL W w OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL F- �n STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. D`v`L DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINfFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE A�PDO�ED AS COTE© 12. WRITTEN DIMENSIONS SHALL,HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING � ��,` �� y� 513 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET DATE:,LL..'- =--'By.� 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING BY: ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED NOTIFY BUILDING DEPARTMENT AT ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM 65-1802 BAMTO 4PM FOR'THE LO 631-7 THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE FOLLOWING INSPECTIONS: 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER 1 FOUN€3ATION-TWO REQUIRED V � CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, _ MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER FOR POURED CONCRETE SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL FRAMING&PLUMBING ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. 2 FtUJGA- z Q HSB HIGH STRENGTH BOLT 3, INSULATION OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH q, FINAL-CONSTRUCTION MUST ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION BE COMPLETE FOR C.O. 0 LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AID HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST ALL CONSTRUCTION SHALL MEET THELL z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP REWIREMENTSOFTHECOOESO _I REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT YORK STATE. NOT RESPONSIBLE FOR U C W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT pESIGNORCONSTRUCTON�ORS W c ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD O 0 DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUM3ER SHALL BE GRADED !Z 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. JOISTS,RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL Revisions DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO. 2. MIN MINIMUM No. Date Description WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB (BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 12/15/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 180 PSI OC ON CENTER 2 --/--/-- ---- E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 --/--/" ---- CERTIFICATE OF OCCUPANCY. I. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD , 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT Designed B ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. 9 By : NM CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT -_- FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING BE THE SOLE JUDGE OF AC(:EPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 70 000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT $" " ( LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT ( I ✓ Date : 12/15/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT - WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR Q Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. _l (a( r OTHERWISE NOTED ON PLANS. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4 TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ( OSB" " , SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S �000 INDICATED. ) 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet 0 DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal _,�OF NEW y P NENRy 0 0 m Cr FO �97201 Aq�FEs s10 1'-52" 1'-112' 29'-2" NEW 5"SLAB ON GRADE W/ 4 6 WWF 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER S-200 S-200 � I I TOP OF WALL L cn I M EL. = 0'-6" 1 TOP OF SHELF 1 - EL. _ -0'-8" — �d TOP OF WALL [-3'-6"] 1 4 0 1 EL. = 0'-6" - S-200 - TOP OF SHELF 1 3 1 EL. _ -0'-8" S-200 1 2' 15'-14" �,_22, 1 I i Q z f� I F3.5 F3.0 — _�_ J NOTE: Z J I I I BP-2 � 1 I CONTRACTOR TO EXCAVATE DOWN APPROXIMATELY 6'TO REMOVE Q N I I I BP-1 [-3,-6„] BP-1 TOPSOIL. BACKFILL AND COMPACT IN LIFTS PRIOR TO FORMING FOOTINGS. 0L z 95%MODIFIED PROCTOR DENSITY,NO FINES OR ORGANICS O O 1 5 NEW 5" SLAB ON GRADE W/ J Q 6 WWF 4X4 W-2.OxW-2.0, b j S-200 I I_; OVER 1OMIL VAPOR BARRIER 1 Ic4 V— Q - S-200 I m ' �� `N 1 NEW 5"SLAB ON GRADE W/ I I I? -0-1 4 I C Q WWF 4X4 W-2.OxW-2.0, W / OVER 1 OMIL VAPOR BARRIER I 1 UNEXCAVATED OR WELL S-200 1 O SLOPED, SEE'A' DWGS COMPACTED FILL 95% MODIFIED 1 F— I I 1 PROCTOR DENSITY, NO FINES OR 1 �� ❑ ORGANICS � UN EXCAVATED OR WELL o I o0 1 COMPACTED FILL 95%MODIFIED C1' I 1 PROCTOR DENSITY, NO FINES OR 1 1 ORGANICS I I 1 S-200 I I BP-1 S-200 1 S-200 1 F3.0_ LEGEND F3.0 3 [_-6"] —1L [-3'-6"] — j bcv I I r U ' N El INDICATES FOUNDATION WALL. 4000 — — — — L — PSI COMPRESSIVE STRENGTH MIN. Q � - -_ L_ � � - - 8 0� z F3.5 F3.5 BP-1 s-too - INDICATES FOUNDATION WALL SHELF, 0 SEE DETAILS FOR SIZE LL ___I Z � W 4'-54" 21'-114" 6'-9" 12'-10" T-11" 6'-24" U — x'-x" - INDICATES TOP OF SLAB ELEVATION 2 FROM DATUM ELEVATION W � O it [-x'-xx"1 - INDICATES BOTTOM OF FOOTING EL. FROM DATUM Revisions No. Date Description C �:] - INDICATES CONTINUOUS/ISOLATED 1 12/15/23 FOR PERMIT FOOTING, 4000 PSI COMPRESSIVE 2 --/--/-- ---- STRENGTH MIN. ---- FIRST FLOOR AND FOUNDATION PLAN 1 - 5 __ ____ SCALE: 1/4"= 1'-0" O INDICATES 12 SONOTUBE w/ BF 28 / BIG FOOT FOOTING, 4000 PSI COMPRESSIVE STRENGTH MIN. Designed By : NM BP-# - INDICATES BASEPLATE TYPE. SEE Drawn By : NM DETAIL 1/S-400 Checked By : AA -S.F. - INDICATES STEPPED FOOTING. SEE DETAIL 7/S-200 Date : 12/15/2023 NOTES: Scale: AS NOTED 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 1 OMIL VAPOR BARRIER. 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. S � i 00 �_._She�et# ;P DiLandro r Andrews Nam M1 ` t Engineering NOTES: 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. Info@DiLandroAndrews.com 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Certificate No.: 0019523 SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Professional Seal 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. . OF NE('VY �Q' NENRY O9p 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. O� 4 2 � ~ m w Fp �9720� A��FES SIONP� FRAMING LEGEND BEAMS / HEADERS HD HD SW-1 i — OUTDOOR -7� MOMENT CONNECTION VALUE OPEN SHOWER (FT-KIPS) x BEAM MATERIAL z N (D I I STORAGE Q � � I I THD BEAM SIZE I CDR > I cD N (2) 1 3/4x 11 7/8 LVLCCC3 �1 z Q ( I ®3700 2B-01 O)xt I (( I II I ( I I o=Q BEAM END REACTIO� c co MOMENT Q I (KIPS-STEEL) CONNECTION N BATH COLUMN D(ABOVE/ HD BEAM NUMBER OVER BEAM i BE ry (3) 1 3/4x 11 7/8 L w/(2) 1/2"x 11"ST PLS O _ 3L4x 9 U41V 2B-02 — 65 —650 — JOIST / RAFTERS ��0 J O Ci HD(ABOVE) 2B-12 ,_I HD S Aift SPAN DIRECTION LL I 3 1 3/4 9 1/4 LVL 160o v RAFTER PITCH I EXTENTS OF 0 250 2 -15 o DIRECTION c FRAMING z I 3-CAR OP N= 2 0 11 7/8 TJI 560 11 7 8 TJI 560 > �, O .00 II IAT 1 O.C. AT 1 "o.c. z AT 1 "o.c. � a`— J w > m JOIST/RAFTER J N TYPE. &SPACING �- U) 00 M$197 x 2) iim GARD N X m , PATIO COLUMN / POST STORA E M 81—/gi1 & X 181-611 - INDICATES STEEL COLUMN BELOW v 1Vi o - INDICATES STEEL COLUMN ABOVE/BELOW I IHD(ABOVE) HD (ABOVE) GJ\G -INDICATES STEEL COLUMN ABOVE J 1600(2) 1 3/4x 11 7/8 LVL 16 o G _INDICATES COLUMN BELOW > 2 -17 T I HD II > 11 7/8 TJI 560 3 1 3/4 91/4 LVL 1600 r . 250 2 -15 2'-0"x2'-0"CMU PIER, ® - INDICATES COLUMN ABOVE/BELOW J AT 1 O.C." ( > , _j REINFORCED WITH (4)#5 ❑ -INDICATES COLUMN ABOVE J -I ! BARS EMBEDDED INTO 00 rn Q x x . ;cn rn N CONCRETE PIER BELOW ALL WOOD POSTS TO BE (2)-2X MINIMUM L0 z ( HD (ABOV 13 E) HD (ABO E) N ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. I"- � � L(3) 1 3/4 11 7/8 LVL w/(2) /2"x 11"ST PLS HD i M (3) 1 3/4x 11 7/ LVL M' 2 1 3/4 11 7/8 LVL U r— _ _ _._ _.._-..._ ._._...__. .... ._.....,_............. .. ._.,..._.__.... _,__..,...._....._..___....._.,..,..._.....,., .... ............... .._.__._,.. _.._._. . ...._. _.___.�.____... _..._....�_,. WALL HD 3W-1 2 1 3/4xl1 7/8 LVL 2 1 3/4x 11 7/8 LVL HD O z - - - - - - - — 1STEPS - - — - - - - I— ® - INDICATES LOAD BEARING WALL BELOW z C -INDICATES LOAD BEARING WALL ABOVE U c� W 0 - INDICATES SHEAR WALL O Gry � O HEADER SCHEDULE 1 H-1 - INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL Revisions `� No. Date Description , n H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 114" LVL 1 12/15/23 FOR PERMIT H-3 -INDICATES HEADER TO BE (2)- 1 3/411 7/8" LVL 2 -/ -/-- ---- 3 --/--/-- ---- S ECO N D FLOOR FRAMING PLAN 4 --/--/-- -- 5 --/--/-- ---- SCALE: 1/4"= 1'-0" Designed By : NM Drawn By : NM Checked By : AA Date : 12/15/2023 Scale: AS NOTED S � 10 1 Sheet# NOTES: 1. &SW-X- INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. PROVIDE I"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH , ,;::'., �)Landro SHEARWALL AND INSTALLED PER TYPICAL DETAILS. "`� Andrews Engineering 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL 158 County Rd. 39, Suite 10 SHEET S-300 FOR SCHEDULE. Southampton, N.Y.11968 959 9 25 3(61) -3 3. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. Office: 1)25 -3 rews.com 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Certificate No.: 0019523 SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Professional Seal 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. OF NEIvy NENRy O 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. �- Sm w Fp 097201 pq�FES SIONP� FRAMING LEGEND BEAMS / HEADERS MOMENT CONNECTION VALUE (FT-KIPS) BEAM MATERIAL BEAM SIZE (2) 1 3/4x 11 7/8 LVL EPDM RUBBER 133700 2B-01 FLAT ROOF BEAM END TI0ZN (LBS-WOOD) L MOMENT z (KIPS -STEEL) CONNECTION J BEAM NUMBER COLUMN OVER BEAM �� SW-1 V HD HD JOIST / RAFTERS — STAIR SPAN DIRECTION �Qy - E RAFTER PITCH EXTENTS OF ILL DIRECTION d FRAMING y' N•0LL t: •.t i N O a W O �—JOIST/RAFTER I TYPE. &SPACING F— y COLUMN / POST ,I DOWN -INDICATES STEEL COLUMN BELOW ci J -INDICATES STEEL COLUMN ABOVE/BELOW HD H GJ\G -INDICATES STEEL COLUMN ABOVE GJ ® -INDICATES COLUMN BELOW OUTDOOR FURNITURE ® -INDICATES COLUMN ABOVE/BELOW STORAGE � ❑ -INDICATES COLUMN ABOVE ALL WOOD POSTS TO BE (2)-2X MINIMUM Ln ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. STONE WALL - ° STDNE WALLr) U r SW-1 (CONTINUOUS ABOVE/BELOW OPENING) HD I WALL E ryz ® -INDICATES LOAD BEARING WALL BELOW LL J z � -INDICATES LOAD BEARING WALL ABOVE U W 0 -INDICATES SHEAR WALL O G75; E � O HEADER SCHEDULE b H-1 - INDICATES HEADER TO BE 2 - 1 3/4x7 1/4" LVL Revisions ( ) No. Date Description H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL 1 12/15/23 FOR PERMIT H-3 -INDICATES HEADER TO BE (2)- 1 3/411 7/8" LVL 2 3 --/--/-- ---- ROOF FRAMING PLAN 4 4-4-- ---- 5 1 ---- SCALE: 1/4"= 1'-0" Designed By : NM Drawn By : NM Checked By : AA Date : 12/15/2023 Scale: AS NOTED S � l 02 Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT 0 FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED JOINT AT EACH SIDE 6 6 (TYP.) 1 STOP REINF. SHORT OF 10 JOINT FILLER IN ACCORDANCE W/ a PREMOLDED TONGUE JOINT AT EACH SIDE MANUFACTURER'S INSTRUCTIONS - AND GROOVE JOINT -" hca� Q CORNER BAR SIZE AND DiLaC' dro SPACING TO MATCH AnCI~CWS HORIZ. REINF. Engineering m 0" Oft OPENING Q Ty p 158 County Rd. 39, Suite 10 /^ Southampton, N.Y.11968 — Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CY UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal AT INTERSECTIONS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP Of WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 '�P HENRY 0 0 WRAP W.W.F. AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB 11 FACE OF WALL AT JOINT. SEE NOTE 7 0� O CONSTRUCTION JOINT, m z NOSING BAR, EDGE W/4" RADIUS TOOL CENTER 2x4 KEY ON WALL 6' 6" � w VAPOR RETARDER, Q SEE PLAN FOR LAP EDGES 24"AND TAPE, REINFORCEMENT a 1 -0 NOTES: SHRINKAGE CRACK OMIT AT EXTERIOR SLABS w cc SEE PLAN FOR CHANGE I I/ Y MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL FOA9�9720� REINFORCING. AT SLABS USE#5 BARS. — �FESSION F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER, A SIMILAR DETAIL MAY BE USED AT CIRCULAR OPENINGS 12"AND LARGER. — — 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. " — 2 y CONSTRUCTION JOINT CONTROL JOINT o - - TYPICAL SLABIWALL PENETRATION DETAIL PIER, IF REQUIRED � PROVIDE CONT. CHAIR AT REFER TO GEO TECH. 2 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. REINF.AT EL, SHOWN S-200 SCALE: N.T.S. NOTE: GRANULAR SUB-BASE NATURAL"CUT" GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS "B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 TYPICAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. s-2oo ° SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° 'J PREMOLDED EXPANSION JOINT . ° 0'-6" 2 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. E AB ON GRADE, SEE PLAN Uj R REINFORCEMENT Q L_ —I�— x xx x 3 CONCRETE WALL CONSTRUCTION DETAIL z -� , S-200 SCALE: 3/4"= 1'-0" O 0'-4" CONNECT P.T. PLATE TO Q • ! FOUNDATION SHELF 0 1"Ox12" LONG ANCHOR o 0 z 2 SLAB ON GRADE, SEE PLAN z 00 BOLTS AT T-0"o.c. FOR REINFORCEMENT LL • F W O " U #5 DOWEL AT 18"o.c. W/ W _r z U-10" HOOK " " " " H Of CONT.#5 HORIZONTAL x x X X x CENTER q a ~ LINE M (2)-TOP AND BOTTOM I • 2x4 KEY COLUMN/PIER/OR GRADE —L— BEAM TO BE CENTERED ON - #5 HORIZONTAL 0'-2" CONNECT P.T. PLATE TO FOOTING 0 @ • FOUNDATION SHELF W/ b 2 0x12" LONG ANCHOR COLUMN/PIER/OR GRADE 3)#5 BAR CONT. BOLTS AT T-0"o.c. SEE DETAIL 4 FOR U) BEAM I I I BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" ® FOOTING AND WALL W I I PIER/COLUMN EL. = SEE PLAN REINFORCEMENT U o I I REINFORCEMENT IF REQ'D W 4 SLAB ON SHELF FOUNDATION DETAIL Z W REINFFOOTORCEMNG ENT IF S-200 DOUBLE SHELF FOUNDATION WALL L0 OI cWn I I I I SCALE: 3/4"= 1'-0" 7 0 SEE SCHEDULE F— S-200 U � r -o- o -_:jP 0 0 0 0 z O �_: LL� J Z v FTG. BOTTOM REINF., COL.IPIER\FTG. U = w N SEE SCHEDULE X/2 /2 n COL.\PIER\FTG. �M BOTTOM OF FTG. EL., 0_ r O NOTES: SEE PLAN SLAB ON GRADE, SEE PLAN m a FOR REINFORCEMENT • Joe TOP OF PIER 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS 2" CLR. N 4 BARS 6 BARS ll " " " " " " " "� (2)-#4 TIES SET AT 2" Revisions ISOLATED FOOTING SCHEDULE E11-1 'k-4 N � 0 ® O.C. AT TOP No. Date Description BEARING CAPACITY OF SOIL=2000 PSF DOWELS TO MATCH VERT. REINF, SEE PIER 1 12/15/23 FOR PERMIT • • ® • �" VERT. REINF. SCHEDULE 2 /--/-- ALLOWABLE SIZE REINFORCEMENT • ® 3 --/--/-- ---- CALLOUT THICKNESS ADDITONAL INFO. X AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE U) z Nk 4 --/--/-- ---- 00 F-2.0 7.0 KIPS 2'-0" 2`-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END 8 BARS 10 BARS CONCRETE PIER, SEE ---- ~ o PLAN AND SCHEDULE 5 --/--/-- F-2.5 11.5 KIPS 2'-6" 2i-6" 1'-0" (3)-#5 3 -#5 90d HOOK @ END Z W #5 DOWEL AT 18"o.c. W/ ---- { ) � ) D FOR DIMENSIONS F-3 0 16.5 KIPS 3`-0" 3'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END g 0 0'-10" HOOK w m 0„ o CONT. #5 HORIZONTAL -� F-3.5 22.5 KIPS 3'-6" 3'-6" 1`,0" 3 -#5 a O (3)-#5 90d HOOK @END (2)-TOP AND BOTTOM y FOOTING, SEE FOOTING Designed By NM F40 29.5 KIPS 4'-0" 4'-0" 1'-3" (4)-#5 (4)-#5 90d HOOK @ END I • 2x4 KEY X Z SCHEDULE AND DETAIL Drawn By : NM —1— - NOTE. 0 5 HORIZONTAL @ PIER SCHEDULE TIES SIZE AS PER"TYPICAL Checked By : AA 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING -FOR OFFSET FOOTINGS FURTHER 18"o.c. "X" "Y" VERTICAL COLUMN, PIER, AND BUTTRESS CALCULATIONS ARE REQUIRED. MARK E-W DIR N-S DIR REINF. TIE DETAILS." PROVIDE (3)-TIES 2) MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". 3)#5 BAR CONT. SET AT 2"O.C. AT BOT. OF PIER. P-1 2-0 2'-0" (8)-#8 REMAINDER OF TIES SPACED BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" AS PER"TYPICAL COLUMN, Date : 12/15/2023 EL. = SEE PLAN 1'-10" PIER, AND BUTTRESS TIE Scale: AS NOTED 5 TYPICAL ISOLATED FOOTING DETAIL DETAILS — — SECTION SCALE: N.T.S. 6SLAB OVER WALL FOUNDATION DETAIL PIER SECTION DETAILS AND SCHEDULE S �200 s S-200 SCALE: 3/4"= 1'-0" Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN Q (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION a w ALTERNATE SIDES OF POST /I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Di La ndro a WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS �— Andrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF J ROOF FRAMING -- ---- ---) I=_n g i n e e r I n 9 POST/STUD BLOCKING AND LOCATION RAFTERS ON iv A OPPOSITE SIDE OF RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER <? 0 1/2"0 A307 THRU-BOLT BELOW W/CS16 W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED 3 8d PER JOIST 158 County Rd. 39, Suite 10 RIDGE W/SIMPSON � 0'-6" 1'-4" ( ) COIL RAP Southampton, N.Y.11968 MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP LSTA30 STRAP 631 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Office: ( )259-3959 SI ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandrOAndrews.com Z (3)8d PER TIE Certificate No.: 0019523 � SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END Mp SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END v� RIDGE BEAM, SEE I RESPECTIVELY, AND ARCH. PLAN FOR SIZE i DWGS. FOR PITCH - ROOF RAFTERS TO RIDGE Professional Seal A 1/2"0 A307 THRU BOLT W/ TOE NAIL 4 16d PER RAFTER CV WASHERS @ 16"O.C.W/BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING OF New CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT �P NENRY 0,9 HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. O MULTI-MEMBER CONNECTION D ETA I L STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES = BETWEEN RAFTERS M c� �, 4 TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 � W Z CONNECT HEADER/BEAM BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT zi r �!/ S-300 STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT �` 097201 TO POST/JACK AND KING �J CONNECT RAFTERS TO TOP SCALE: N.T.S. O DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. A STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END %FESSI0 \• NP STRONG TWIST STRAPS JOINTS,FACE NAIL IN LAPPED AREA (8)16d TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" 0 C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED LVL GIRDER APPLICATION FACEMOUNT HANGER FOR a ad TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING .V WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYP'ICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4" WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE U� SHEAR WALL AT ALL SHEAR WALL END SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE NAILING PER NAILING PATTERN SHEATHING PANEL EDGE NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, o TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ o Q THREADED ROD CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE �nn MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO I I V MATCH FLOOR JOIST DEPTH THREADED ROD I I z CONNECTING II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I NAIL E30TTOM AND SHEATHING SPACING SPACING THROUGH FLOOR II TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING TO BLOCKING PER NAILING SEE SCHEDULE W II PATTERN B" SEE SCHEDULE SHEATHING PANEL EDGE PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE J NAILING PER NAILING PATTERN ~ �— "A"SEE SCHEDULE NAILING PER NAILING PATTERN f— "A"SEE SCHEDULE o STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL ENE) POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE o ^ BLOCKING PER NAILING o A BLOCKING PER NAILING rj H PATTERN "B"ON SCHEDULE PATTERN "B"ON SCHEDULE (2)-2x TOP SOLID LVL (2)-2x TOP SOLID LVL BLOCKING LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS LO THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE el _ r SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, r SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SHEAR A ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING z ° !'1 WALL END POSTS, SEE SCHEDULE ° LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH O WALL END POSTS, SEE SCHEDULE THREADED ROD THROUGH DOWNS HOLD (3)-PLY MIN. ° MIDDLE PLY OF LVL BEAM DOWNS AT LL 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE ° ALL POSTS,SHEAR SEE J z PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U W "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE W C SHEAR WALL END POST, WALL SHEATHING O SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE PANEL SEE SCHEDULE SB ANCHOR BOLT BY � SEE SCHEDULE PANEL, SEE SCHEDULE , SIMPSON STRONG TIE OR SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL AT ALL SHEAR WALL END ° ON SCHEDULE AT ALL SHEAR WALL END ° ON SCHEDULE AT HOLD FOUNDATION POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL Revisions POSTS, SEE SCHEDULE LEVEL, SEE SCHEDULE TOP OF FDN. WALL OR PLATE RECESSED TOP OF FDN.WALL OR HAUNCH SLAB INTO LVL BEAM HAUNCH SLAB AND DETAIL 2/S-301J No. Date Description >.�. DRILLED IN AND ADHESIVEIVE DRILLED IN AND ADHESIVE 1 12/15/23 FOR PERMIT 2 ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL 3 --/--/-- ---- AT FND. LEVEL, SEE SCHEDULE FOUNDATIONWALL SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH 4 --/--/-- OR HAUNCH SLAB WALL OR HAUNCH � OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS E; TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NM S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : AA NOTES: D SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOEDOWN 'ate : " 12/15/2023 ,. 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL CAST IN PLACE A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED HAUNCH SLAB EDGES TO VERT. 2x BOT. AND FLOOR ANCHOR ANCHOR END POST SCREWS SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD THICKNESS BOTH SIDES OF WALL STUDS TO HORIZ. SHEATHING TO LVL MODEL FOUNDATIOO N/ EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO z"f?1x12" LONG ANCHOR (14) SIDS4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2„ N BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU4-SDS2.5 SB 5/8x24 18 (2)_2x S �300 9 SHEAR WALL SCHEDULE AND NOTES S-300 SCALE: N.T.S. �'.�Sh�eet# .; SB ANCHOR BOLT BY `-� ,�, ' DiLandr4 SIMPSON ;STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR Andrews APPROVED EQUAL Engineering g i n e e r i n g HURRICANE STRAP HURRICANE STRAP RIDGE STRAP - MODEL#CS16(TYP.) MODEL# H8(TYP.) MODEL#LSTA30 0'-1 1"MIN. EDGE DISTANCE (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 ° ° ° � #5 BAR CONT. � a Info@DiLandroAndrews.com °� WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING Certificate No.: 0019523 r a FOUNDATION WALL FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM MIN EMBEDMENT, SEE SHEAR ih OR STEM WALL OR STEM WALL BOARD AND JOIST W/ 16d AT BOARD AND JOIST W/ 16d AT Professional Seal WALL SCHEDULE ON S-300 ° 8"O.C. MAX SPACING NFLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE U-13" MIN. EDGE DISTANCE FRAMING PLANS FRAMING PLANS 0'-6" MIN FOR S65/8x24 . RIM BOARD OVER 0'-8" MIN FOR SB7/8x24 G `a a OPENINGS IN SUPPORTING CONT. RIM BOARD OVER ,`�OF NE�,y 1„ a �° WALL BELOW. NAIL OR OPENINGS IN SUPPORTING �Q' NENRy 09 ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-4- MIN. (SB5/8 AND 7/8) 4 SCREW VERT. 2X BLOCKING WALL BELOW. NAIL OR O� A 5" MIN. (SB1) TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF f- m w POSTS FROM ABOVE SIMPSON STRONG-TIE SIMPSON STRONG-TIE CORNER A \ NON-CORNER CORNER FO 997201 HURRICANE STRAP HURRICANE STRAP INSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO 9�FESSIONP� MODEL#SSP (TYP.) MODEL# HETA40 (TYP.) (INSTALL WITH ARROW (BOLT MAY BE INSTALLED (INSTALL WITH ARROW WALL PLATES W/16d WALL PLATES W/ 16d PROVIDE SOLID, TIGHT FITTING LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8" OC BLOCKING BELOW STUDS (16"O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 45• 135°/90%45° 135• PLATES W/(4)-10d. LAPTOP LAP TOP PLATES AT FACE STUD WALL PLATES AT CORNER AND CORNERS AND ;.�• n ANCHOR BOLT, : n INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH •1, ;•::'�•. ". i:;f • ;'.� ' TYP. ° TOP PLATES 24" (MIN.)AT TOP PLATES 24"(MIN.)AT INSULATION. SEE •;F ' ' �" ' _ 2� `r° END JOINTS. END JOINTS. ARCHITECTURAL DRAWINGS " d d d FOR MORE INFORMATION OUTER EDGE OF CONCRETE, TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PERPENDICULAR TO VIEW JOIST PARALLEL TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 S-301 SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0 S-301" SCALE: 3/4"= 1'-0" . J_ Q z W I 4 16" 16" SEE PLANS SEE PLANS 0 W N P FOR STEEL FOR STEEL LLI o SEE NOTE 3 Q PLATE SIZE PLATE SIZE STEEL PLATE STEEL PLATE z TO BE FLUSH TO BE FLUSH 3 WITH WOOD WITH WOOD . . FRAMING FRAMING W Q H U_ rN U-2211 Q SECTION A-A SECTION A-A 2-LVL 3-LVL 0 (2) ROWS OF 5/8"0 BOLTS W/ NOTES: WASHERS STAGGERED AT 16"O.C. W/(4) BOLTS AT SUPPORTS, TYR 1. USE 1 3/4"x LVL AS PER PLANS. 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR ON FLITCH BEAM, LOCATE (3) 5/8" 0 BOLTS STAGGERED AS SHOWN. ti LO TYPICAL FLITCH PLATE DETAIL ~ ('47� S-301 Z O � J Z ::) W w ° � O a Revisions No. Date Description 1 12/15/23 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 12/15/2023 Scale: AS NOTED S �301 Sheet# _j JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1Y"round holes may be cut Plate nail, 16d(0.135"x 3 Y2") Plate nail, 16d(0.135 x 3 Yz") at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of at 16"on-center at 16"on-center When sheathing thickness exceeds%", Blocking panel: 1Y"TJ'Rim Board, R hatched zone if they are B1 king panel: 2x_stud wall at Floor panel nail- ® (must stack over wall below when present) ALLOWABLE HOLES - TJI@ Joists located 3"away horizontal) g P trim sheathing tongue at rim board 16' on-center 8d 0.131"x 2Y" at 6"on-center %"or 1Y2 TimberStrand LSL or No load bearing Y Y ® Web stiffener ( ) TJI Dist. wall above 1Y"TJ Rim Board, 1y"or ® (edge-to-edge) Plate nail-16d 0.135"x 3Y' Min.distance from Table A Min.distance from Table B 1Yz"TimberStrand®LSL or required on both ( �) Blocking panel: from a larger hole. ® sides at A2W ONLY at 16"on-center* Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"TJ'Rim Board, DO NOT 'per TJI joist Sheathing both sides at A3.4W ONLY Floor panel nail- g squash blocks required each side 1Ya''or 1Yz"TimberStrand LSL cut or notch flange. 8d(0.131"x 2Y")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist D i La nd ro 8d 0.131"x 2Y 1 Andrews Rim-to-joist Web Stiffeners required at 4"on-center I TimberStrand® !~ Y6" Web stiffeners 6" O •• 0 O 6" - E n g i n e e r 1 n g nail I I each side at A3.-W I LSL rim board. B1 B1 W � required on both Toe nail, Toe nail, Toe nail-10d(0.131 sides of both joist 6° L, 2 x D, D, Closely grouped round Lz 2 x L2 D2 6" 6" 1Y"TJ'Rim Board, When sheathing t I holes are permitted if 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") 7 „ 12" x 3")at 6"on-center ends at B4W ONLY No field cuOL t minimum P minimum No field cut Do not cut at 6"on-center at 6"on-center (A3.I/A3.1 W only) thickness exceeds/ , Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes/n holes►arger Southampton, N.Y.11968 14"or 1 Y2"TimberStrand®LSL. trim sheathing tongue min. End of joists at hatched meets requirements for hatched + TJI®rim Dist on both sides at B1 W centerline wit holes in cantilever zones except knockouts) q zones thaanri"n Office: (631) 259-3959 Web stiffener 1 at rim board round or square holes. Toe nail-10d 0.131"x 3" and 62W ONLY of support reinforcement. Info@DlLandrOAndreWS.COm required on both Must have 1Y4"minimum ( ) pP Table A - End Support at 6"on-center* Install proper blocking to Blocking PP Certificate No.: 0019523 sides at A1W ONLY (AD2 g panels may be required Al Al W* A2W joist bearing at ends.Attach A3 A3.1 A3.2 A3.3 * support all panel edges B2 B2W Blocking panels may be required with braced/shear se with braced/shear walls above or Minimum distance from ed a of hole to inside face of nearest end su ort rim joist per A3 detail. walls above or below-see detail B1 below-see detail B1 0 O JOIST Till ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 tA3.2 tA3.3 For additional installation specifications see Rim Board A3.4 A3.4 �k DEPTH 2" 3" 4" 5" 6y2" 7" 8 8" 11" 13" 2" 3" 4" 5" 6y" 7" 8%" 11" 13" Professional Seal O Nail through 2x_cantilever,wood backer andWeyerhaeuser Installation Guide forFloorand RoofFraming, TJ-9001. W Details and Installation in Weyerhaeuser Installation Guide ® ® through 110 r-o° 1'-6" z'-o" 3'-0° s'-o" r-o" r s° 2'-6" 3's° 4'-6° 1k'TJ Rim Board or 1Y"or 1Y"TimberStrand Blocking TJI joist web with 2 rows 10d(0.148"x 3") 210 1'.0" r-6" 2'-6" 3'.0" 5'-6" r-0" T-o" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing, TJ-9001. 9 yy.. LSL. Nall with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center, clinched. 230 r-s" 2'-0" 2'-6" T-6" 5'-6" 'r-0" r-o" 3'-0" 4'-o" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Yz"TJI® 360 r-6" 2'-0" T-0" 4'-0" 6'-o° r-6" r-6" T-6" 5'-0" 5'-6' OF NEw ® 7 connections equivalent to floor panel schedule. joist flange widths. 560 r-6• 2'-6" 3'-6" 5'-0" T-0" r-o° T-0" 4'-0" 5'-6" 6'-0" Q 6' 0"length of TJI joist 8"diameter maximum hole for 11/"- ® ® 110 r-0" 1'.0" r-6" r-o" 2'-6" 3'-0" 5'-8" 1'-0" r-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" �P NENR)- .9� 1Ya"TJ Rim Board 1Y4"or 1Y"TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o° r-s° 2'-0° z'-o° 3'-0" T-6" s'-o° r-o" r-6" 2'-6" T-0" 5'-0" 5'-6" 6'-6" 4';0"length of 8"diameter maximum hole for 11Y8"- block. Use 4'-0"length maximum for blocking panels 9Y2" LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 1%. 230 r-o^ r-s° 2'-0" r s° 3'-0° 3'G" s'-s° r-o" r-o° r-s° 3'6° 5'-s° 5'-s" 7'-0° 8"diameter maximum hole for reinforcement 16"deep blocking panels;6"diameter with 9Y2"and 1178"TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y'7 360 r-6" 2'-0" 3'-0" 3'-6" 4'-6" F-0" T-0" r-6" 2'-6" T-6" 4'-6"' 6'-6" 6'-6" T-6" m cc 7 on one side at E2, maximum for blocking panels 9Y" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 560 r-6^ 2'-6" T-0" 4'-0" 5'-6" s'-0" 8'.0" 2'-6" 3'-6" 4'-6" 5'-6" T-o" T-6" 8'-0" $ t++ Web stiffeners 11/"-16"deep blocking panels; g P g j F1 applies to 110 r-o° r-o° r-o° r-o° r s° 2'-0° 3'-0" 5'-s° r-o° r-o° r s° 2'-0° 3'-s° a'-o" s'-o° a'-o° Load from above required on both 6"diameter maximum for both sides at E3 dee or shorter than 12"Ion with one 8d(0.131"x 2Y") P s ® Horizontal blocking uniformly 210 r-o" 1'.0" 'r-o" r-6" 2'-0" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 2'-6" a'-0" 4'4' 6'-6" s'-s" C? Do not cut flanges. 1Ys"TJ Rim Board 1Yn"or 1Y" nail at each corner F Q9 sides at E1 W ONLY blocking panels 9Yz"deep or panels between each loaded joists 14" 23o r-o° r-o° r-o° r-s° 2'-6° r-s° 4'-0° T-o° r-o° r-o° r-o° 3'-0° a'-o° 5'-0° T-o" s'-o° OA 72C TimberStrand®LSL. Nail with shorter than 12"long. � joist. Nall to top plate with ,, only. 360 r-o" r-o° r-s" r-s° 3'-6° a'-0° 5'-s" a'-o" ,'-o° r-s° r-s° a'-o° s'-o° s'-s^ e'-o° s'-s° '9�F NPR Ys Do not cut flanges. ® : 10d(0.131"x 3")nails,one 12"length of%" connections equivalent to Wood A v� 560 r-0" r-0" 2'-0" T-0" 4'-6" 5'-0" 6'-6" 9'-0" r-6" T-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-o" ESSIO 1Ya"TJ Rim Board or 1Ya"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. �� 110 1'-0" r-0" 1'.0" r-o" 1'-0" r-0" 2'.0" T-0" 5-0" 1'.0" 1'-0" 1'-0" r-6" S-0" T-0" 5'-6" T-6" 10'-01, .� TimberStrand®LSL. Nail with 10d P backer 5 R`a XW, 50� 210 1'-0" r-o" 1'-0" r-o" r-o" r s° r-s" 3'-s° s'-o° r-o° 1'-0° r-o° r-o° 3'-0° 3'-s° s'-s° s'-o" 1r-o" one side at E5, 3 e a� ad (0.131"x 3")nails,one each at � Attach reinforcement to 12"length of/" tee` e� G \0 16" 230 r-o" r-o° r-o° r-o° r-s° r-s" 3'-0° a'-o° T-o" r-o" r-o° r-o° r-o° 3'-s° 4'-0° 7'-0" 9'-0° 1 r-o° to and bottom flange. Full depth vertical both sides at E6 reinforcement on one side 2.^I2�� Yo 360 r-o" 1'.0" r-o" r-0" 2'-0" T-6" 4'-6" 6'-6" 9'-0" r-o" r-o" r-6" T-0" 5'-0" 6-6" 9'-0" 10'_0" 11'-6" 8 P 9 joist web with 3 rows P Ga �gtir l�n 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'6" 6'-6" 7'-0" 10'-0" 11'-0" 12'-0" ' 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 �e 2x4 minimum Attach reinforcement on-center,clinched. Use 2 each joist 4" 6" 7" 8" 10" 12" 14/," Ill 4" 6" 7" 1 10' 12 143/a" 16/," squash blocks ' to joist flange with 'Z 7 Less than 5" V. (� rows with 9Y and 11/ E7 ES 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-s" 9'-6" 1'-0" T-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" ® p" 8d(0.131"x 2Y")nails at 6" ��` ® Less than 5" 1s a TJI jOIS1S. 560 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 10'-6" 2'-0" 1Ys"TJ Rim Board or `L' �R` d` CS Use 2x4 minimums squash blocks to " ® Face rain j��` on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 360 r-0" r-0" r-o° r-o° 2-4- 4'-0" 7-0" 10'-0" 1•-0° q 1Y"or 1Yz TimberStrand LSL. 9 a 20" transfer load around TJh joist horizontal � both sides,stagger Halls. Y8"minimum sso r-o° r-o' r-o" ,'-o° r-o° j E1 E1 Nail with 10d(0.131"x 3") E2 E3 E4 Not for use with 3Y2"TJI®joist flange widths 1„ 2%4"maximum nails,one each at top and O O %"for TJI® Nailing: Table B - Intermediate or Cantilever Support bottoflange. EXTERIOR DECK ATTACHMENT Option#1: (560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Apply subf/oor TJI®joist blocking with end JOIST TJI°D ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing blocks installed at joist-span Web stiffener both sides. DEPTH r „ Double TJI®Joist Filler Block: Flush bearing plate required. Flashing adhesive to all Y 1 P 2•• 3" a" s^ sY" T' s/ 1r• 13" 2" 3" a" s" sy" 7" se•• 1r' 13•• Hanger height must locations usingSee table below. *With point load from above,and no support Attach per the table. Hanger Backer Block: Install tight Maximum Ya' overhang contact surfaces below,install web stiffener tight to top flange 210 2'.0" 2'-6" T-6" 4'�" l 1'-0" T-6" 3'-0" 5'-6" T-6" be a minimum of 60% two 8d(0.113"x 2Y") � Ti ht fit* z10 r-o° z'-s° 3'-s" 5'-0° e'-o" z'-o" 3'-0° a'-o" s'-s° 7'-6° to top flange(tight to bottom permitted at beam. 9 (gap at bottom flange) 9y t ofjoistdeprh Nails shall be driven from Treated 2x_ nails or 230 2'-s" 3'-0" a'-o" 5'-6" e'-s° r-o° 3'-6° a'-s° s'�° 7'-6° flange with face mount hangers). a� Nailing Requirements alternating sides.Clinch nails ,: ledger SQ 2Y"screws, Depth Minimum Web g q 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0' 3'-0" 4'-6" 5'-6" T-6" e'-o" when possible. Clinch nails when possible. See fastener ® 5ti typical TJI Joist Series (in.) Stiffener Size Type Number Nails 560 T-6" 5'-0" 6'-0" T-6" 10'-0" 4'.0" 5'�" 6'-6" e'-0" 9'-0" n table below. Maintain 1Ya"TJ Rim Board or 1Y" �Ga End Intermediate 110 r-o" r-0" r-6" 2'-0" 4'-0" 4'-6^ s'-s° r-o" r-6" T-s" a'-o" T-a' T-0" 9'-6" W or 1Yz"TimberStrand® LSL. �P 110 All �"x 251s'(') 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" T-0" 2'-0" 3'-0" 4'G" 8'-0" 8'-0" 10'.0 '^ 2"distance minimum from 8d 118 230 1'-0" 2'-0" 2'-6" 3'-6" F-0" 5'-6" 10'-0" 1'-0" 2'•6" 3'4" F-0" 8'-s" 9'-0" 10'-6" V J Top mount • edge of ledger to fastener. 210 All 3/a"x 2%s'"> 36o r-o" 3'-0" a'-o° 5's° T-o" 7's° ,r-o° r-o° 3'6° 5'-0° 7'-0" s's° 9's° 1 r-o° �r'� hanger d g g O tion#2: 230&360 All 7/^x 2% "(,) (0.113"x 2Y2") CD II p 16 3 3 560 ,'-6" T-0" 4'-6" 5'-6" 8'-0" l 12'.0" T-0" 4'-6" 5'-0" 8'-0" 10'-6" 11'-0" 12'_0" J Fastener Allowable Load12)(lbs/bolt) 2x strapping installed at Y 110 1'-0" 1'-0" ,'-0" 1'-0" 2'.0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" Z Face mount Backer block Zi 16d _ W Y2 Through bolt joist-span locations using two 560 All 2x4 210 1'-0" 1'-01, 1'-01, 1'-0" 2'6" 3'.0" F-6" 9'-6" 1'-0" 1'-0" 2'-01. 3'�" 6'-0" 7'-0" 10'-0" 13'.0" with single TJI joist Rim TJI'Rim al Yz"lag bolt Y2"Through bolt with Air Space (0.135"x 3Y") 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 7'-6" 1 T-0" 13'6" hanger both sides of web Rim Board Material 2Y screws per joist,typical Board(3) 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 5'•6" s'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'.0" 10'-0" 12'-0" 14'-0" -1- Web stiffeners required it sides of 1 4 TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x4 M' 16d 5 5 560 r-o" r-o" r-6" 3'-6" 6-6" 6'-6" 9'-6" 13'-6" 1'-0.. T-0" F-0" T-o" 10'-0" 11-0" 13'-6" 16-0" Q 2 H1 hanger do not laterally support at H2 With top mount hangers,backer block required only H3 1 Y2"TimberStrand'LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3Y") 6 11 110 r-0" 1'4' 1'-0" 1'-0" r-0" r-o" 2'-6" 6-0" s'-s" r-0" r-o" r-0" r-o" T-6" 4-6" 8'-6' 1r-6" 15'-0" cr O 3 ® for downward loads exceeding 260 Ibs or for uplift 1 Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 6'.0" 10'-0" 1'.0" 1'-0" 1'.0" 1'-6" 4'-6" 5'-6" 10'.0" 12'-6" 1s'-0" L.L least/"of TJI joist top flange 0 9 p O ( ) q pp conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. PB1 When specified On the layout, one Of W 16" 360 1'-01, 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'0" 1'-0" 1'-0" 1'-0" 2'-0" T-0" 6'-0" 10'-6" 13'6° 16'-6" LL. W ® O O (1)PS1 Or PS2 sheathing,face gram vertical 3so 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'.0° 13'6" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 6'-s" 13' 9001, Weyerhaeuser installation Guide for Floor and O 3 1Y TJ Rim Board is allowed with joist depths- 16 only. the bracing options above is required O a 1 P _ Y p q (2)Construction grade Or better 560 1'-0" 1'-0" 1'-0" 1'-0" 2'G" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'6" 9'-0" 10'-0° 14'-6" 16'-0" 18'-0" Roof Framing, TJ-9001. (a)Maximum y"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists a' s r' 6" 10" 1r lava" 1s%," a" s" r a" 10" 1z' 1a;" 1s/" O W BEAM DETAILS FASTENING of FLOOR PANELS 360 r-' 61, 7" 8"T. s'-o° 2" 14'-6" ,'-o" a" 7" 8" , 0" ,12" 14%" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 560 1'-0" ,'-0" ,'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'6" 16'-6" W-0" 19'-6" TJI`�(1)(2) Rim Board TJI®Joists 110 210 230 or 360 360 560 560D 360 1'-0" 1'4' 1'.0" ,'-0" 3'-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0" 20'-6" J }- BEARING FOR DOOR Nail Size 1/4 Zo" BEARING AT WALL BEAM TO BEAM BEARING AT 110,270, 36o and 1�••TJ TimberStrand'LSL TimberStrand'LSL Microllam' Parallam' sso 1'-0" 1'-0" 1'-0" T-0" 1'-6" 5'-6" 11'-6" 15'-6" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 1T-6' 19'-0" 20'-s" MM OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board %" 1Y2" or wider LVL PSL Depth 9Y"-11%" 14"-16" 9Yz"-11%" 14"-16" 9Yi'-11%/ 14"-16" 18"-20•' 11%" 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. V- W 1Y8'TJ®Rim Board or Strapper code if to late 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+3 a " 3 „ • Leave Y"of web(minimum)at top and bottom of hole DO NOT cut joist flanges. J ' p P P /a" 2x8+/ 2x6+Y 2x8+Y" 2x12+y" Two Two Two Four/a x 15" f<J J 1Y"or 1 Y"TimberStrand® is not continuous Over 10d 0.148"x 3",12d 0.148"x 3y") 4"(3) 4"(3) (Detail H2 2x6 2x8 sheathingsheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Tables are based on uniform load tables in current design literature. ( ) ( 6" 4" 3" 3" 5' 4' ) g g g g g • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q J LSL or blocking for lateral header 16d(0.162"x 3Yz") 6" 6" 16"(4) 6"(5) 6"(s) 6"(6) 8';'a) 2x6+%" 2x10+%" 2x6+Y" 2x10+Y" at the center of the joists an provided that no other holes occur in the joist. ( 1 6" Cantilever Filler 2x6 2x10 Not 1 P P 1 support sheathing sheathing sheathing sheathing Not applicable (1)Stagger nails when using 4"on-center spacing and maintain 3/"joist and panel edge distance.One row of fasteners is permitted(tvvo at abutting (Detail E4) 4'-0"long 6'-0"long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams a. <Strap per code if top panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for LLI blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block(1) e 3 .55E TimberStrand LSL Headers and Beams plate IS not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least Yi'and staggered. (Detail F1 / or/4' 3/4'or 7s" %"or 1"Net 2x6 2x8 2x12 Two%4'x 15" over column To mount (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the p 4 Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimizes splitting). Filler (0.131"x 3 Z') LZ hanger � ( ) P g p 9)• Nail Size (0.131"x 3") largest hale(minimum) Protect untreated (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer (0.131"x 3") y depth Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Filler 32 50 hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail contact with recommendations listed above. Quantity(2) Backer 15 L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI'joists is 18"on-center. 15 15 0 -------- literature 0 O O Oe. (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ye"gap at top of joist;see detail W.Filler and backer block o L ------ --■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1' into the TJI )Dist or rim board is achieved. for framing connectors dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter or 3/e',whichever is greater. (2)Clinch nails when possible Header or Beam Maximum Round ■Nailing rows must be offset at leastY"and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Ya"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at $" 8" 11Y4'-11�" 3j'� Fastener Installation Requirements Piece #of Fastener TJI® 'Dist floor framingdoes E1 cantilever and end bearings by blocking 14"-16" 4/" panels, hangers, or direct attachment to General Notes See Illustration for allowed hole zone Width Plies Type") Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with I2) sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. BEARING AT 10d nails 3" 3 mid-span blocking v s 12 fasteners on the firside so they fall st side.way etween 9 Round• No holes oiles only n headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4" 2(2, One side Screws 3%"or 3Yz" 2 24" 10d nails 3" 3'2) 12" Both sides H2 Other Trus Joists Headers and Beams � 3 12d-16d nails 3 Y" 2(2) DO NOT bevel cut joist AlO Rim board joint Microllam® LVL B L M 3 3 beyond inside face of wall. E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL r r 1/" 3/"or 3Yz" Both sides y Screws 2 24" Load must be applied evenly across on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth U T_ 5" One side entire beam width.Otherwise, use face of support member. largest hole(minimum) Verify column capacity 10d nails(') 3" 3(2) connections for side-loaded beams. •••'• DO NOT cut,notch or drill holes in headers or beams N One side ---, except as indicated in 0. Z and beam bearing 12" --- L5 length.See current 4 12d-16d nails('' 3y" 2c2, (per ply) .•. , Weyerhaeuser literature. 5"or 6" Both sides d o L--- -_4T --_J o o illustrations and tables. O Screws L 3 2 24" Multiple pieces can be nailed or bolted together to t_ 6/' One side L6 form a header or beam of the required size, up to a TJI®rim joist CS ® LL 5' or 6" Both sides maximum width of 7" •. •' 1y"TJ®Rim Board or Mi Parlal am®PSL and LVL Other Trus Joist®Beams J Z Screws 2 24° Header or Beam Maximum Round 1-- W 3Y2" 2 6 34" One side A2 L3 1Y4 or 1 Y TimberStrand LSL. allowed hole zone Depth Hole Size U _ middle Y3span 43/" 1" � n/ Y"bolts 8" 2 24" - � 5Yz" 1%4, LL (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SIDS,SDW, USP WS,or TrussLOK' d 1.3E TimberStrand® LSL allowed hole zone d O 61 L1 7Y"-20'. 2" O COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. see illustration for Allowed Hole zone d H1 (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist O B3 • No holes in cantilevers. Revisions I Load bearing w • No holes in headers or beams in plank orientation. No. Date Description 1Y,3"TJ®Rim Board or ( g all above) Use B1 or B2 2t )r 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if One 10d(0.128"x e floor panel edge is supported O 1 12/15/23 FOR PERMIT One l e (0.113ex rive nail into each flange B4 intermediate beatings WARNING ' nail each side. Drive and span rating Is not exceeded. 2 Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally O nails 1 " angle at Plumbing Drop braced/shear wall P1 least 1Y"from end. g P Bracing Includes: End ofjoists from above • Blocking • Sheathing • Strut Lines at centerline O • Hangers • Rim Board • Rim Joist 5 --/--/-- ---- �--� 3Y"minimum _ COLUMN BASE 3 Also see detail B2 of support L2 1Y"minimum end bearing intermediate bearing i single-family applications 5Y4"may be required for maximum _ Designed By : NM I I Shear transfer:Connections equivalent capacity o O to floor panel nailing schedule ,�:•:::.:; .• Rim to TJI Joist o • �� Drawn By : NM 1Ys"TJ'Rim Board, ® o . Y DO NOT walk on joists DO NOT walk on joists DO NOT stack building Checked B :•a,;':, r ® TJI 560 rim joist:Toe / Y : 1,4'or 1 Y"TimberStrand LSL. Additional joist is required if until braced. that are lying flat. materials on unsheathed cr TJI®110 rim joist: Hall with 10d(0.128"x 3") floor panel edge is unsupported L4 o o \ . ' / INJURY MAY RESULT. joists. Stack only over nails,one each side of P2 One 10d(0.131"x 3")nail into ®. or if an rating is exceeded. •'O WARNING NOTES: beams or walls. TJI joist flange TJI®560 P g A. ' o Exterior Deck each flange .,. o I A DO NOT use sawn Lack of proper bracing during construction can result in serious TO'210,230,and 360 rim joist: floorjoist Attachment lumber for rim P p g g Structural accidents.Observe the following guidelines: Date : 12/15/2023 One 16d(0.135"x 3Y")nail into INSTALLATION TIPS ° ' o board or blocking, ®. ELEVATED ' •�•' sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. AS NOTED COLUMN BASE each flange. ® •Subfloor adhesive will improve floor performance, but O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Scale: 3 With depths> 16", use TJI 360 rim joist. after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. 1/,;'minimum bearing P 1 may not be required. Top View O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. o Safe bracing 1x4 Without this bracing,buckling sideways or rollover is highly Squash blocks and blocking panels carry stacked Protect untreated wood o Safety g( engineered lumber. 9 g y g y probable under light construction loads-such as a worker or minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system, of a TJI joist(with web stiffeners)is not a substitute concrete 1 knockouts o H3 HOLES 5.Ends of cantilevers require safe bracing on both the to and bottom flanges. '': °''•' 1Ya"TJ®Rim Board or for squash blocks or blocking panels. extended to a braced end wall. q safety 9 P 9 ��. + : g P at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 1Y4"or 1 Y"TimberStrand®LSL. �:�;:�.:N• 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S �302 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for to cause cancer. For more information on Proposition 65,visit .com/inform. P plumbing or HVAC. � Bearing plate to be p P3 non-shrink P g See framing Ian If applicable) ® 1"" flush with inside face Drive nails at an 9 P ( pp'cable)or grout One 10d 0.128"x 3" nail each $ of wall or beam SUSTAINABLE ( ) angle to minimize Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). Weye FORESTRYA We erhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are re istered trademarks of side of member at bearing, splitting of plate and RoofFraming, TJ-9000. For minimum rhaeuser INITIATIVE Y g. 1Yz"minimum from end end and intermediate bearing lengths. A W�►C�that'.l1Sef Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Sheet#9 9 Certified Sourcing www.afip a . sri-0000e September 2020 Reorder TJ-4015 This sheet is intended as asupplement to the We erhaeuser Installation Guide for Floor and Roof Framin TJ-9001 and the Deep Depth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d (0.131"x 3Ya") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x 3Ya") nails per table below. g TimberStrand® LSL rafter 1x_or 2x_ceiling joists Dormer Framing TimberStrand® LSL or Toenail with four 16d (0.131"x 3Ya") nails ►ateral bracin at 48" Four 16d (0.131"x 3�") nails '~ Microllam® LVL ridge board each side, or four 16d 0.131"x 94" nails Attach blocking to g at each end of strap/cleat ;F..; ( ) rafter with two 16d on-center or as specified through ridge into rafter DI��C1Ct'O (0.131"x 3Ya") nails Toenail hip/valley to "` " ' yam" Andrews Sheathing or other lateral post with three Header joist see plan "� i=n g I n e e r i n g TimberStrand® bracing as required Hip member or 16d „ „ Toenail header to rafter with four 16d (0.131"x 3Ya") valley beam ail (per0. s x 3Ya ) nails from each side, or use a hanger for reactions 158 Count Rd. 39, Suite 10 LSL rafter � nails per side y Lateral blocking per p exceeding 500 lbs. See Framing Connectors tables code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, 9-395968 ® Sloped bearing surface hanger capacities. Office: (631)259-3959 wind requirements TimberStrand LSL 9 p ceiling joist Attach post to bearing wall or Info@D►LandroAndrews.com beam with three 16d (0.131"x Beam or ceiling joist Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand® LSL plate 2 times joist spacing, 1 „ sized to support post (Addresses lateral load only, (connection design may be minimum 3/a ) nails per side not intended for wind uplift.)* required, contact your Professional Seal 3" maximum rafter Weyerhaeuser representative) Additional connections may be required seat cut overhang Structural sheathing Rafter-to-Valley Connection Attach plate to rim with Rafter Roof Snow Load to resist wind forces in high wind zones Rafter ,`�R - Minimum 16d (0.131"x 3Ya") nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL Q' at 12"on-center Span i Ridge Board Depth Spacing Number of 16d (0.131"x 3 Y") nails required o� 4 Rafter Pitch *Angle Clips 6' 5 5 5 ?y m cc Rafter 4:12 to 9:12 10:12 to l l:12 12:12 Hanger Clip Nailing 16 18' 6 9 2 See plan for member Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 0972 '( Fp 2x6 2x8 2x10 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel Strong Tie® A23 10d x 1Y" 10d x 1Yz" Connection Tables in WeyerhaeuserRoof S stem Design Guide, TJ-9005. Ceiling outlookers 6' 5 5 7 OFEsslo 2x8 2x10 2x12 2x12 gy g at hip end 12' 6 8 11 2x10 14" 14" 14" USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24" O 14" 16" 16" 22 Connectors® A3 10d x 1Y2' 10d x 1Y" - If 8-15 nails required, use two A23 or A3 clips, each side. 18, 9 13 20 2x12 24' 12 * * Open, see plan R T *Contact your Weyerhaeuser representative for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley -to-Hip Connection TimberStrand® LSL rafter Hip/Valley Low End Sloped hanger nN/ Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed if pitches are unequal).roof) L.1_ Sheathing or other lateral valley beam Hip member W 3"Maximum rafter bracing as required TimberStrand®LSL or seat cut overhang Microllam® LVL ridge board Notch TimberStrand LSL Hip/valley hip/valley to sit on post depth (d) Depth of hip/valley D (minimum of 75% of original at seat cut(y), Z Q member depth must remain). See table below Ridge board. Toenail c Toenail hip to ridge with five ridge -to- hip with four G N 16d (0.131"x 34") nails. 16d (0.131"x 34") Q L.I_ TimberStrand®LSL Connect rafter to nails R (]� W Attach blocking to rafter with ceiling joist valley using 16d 27 LL two 16d (0.131"x 3 a") nails (0.131"x 3 4") nails(2) LL W for heel/lap connection 16d (0.131"x 3Ya') nails 0 * Attach hip/valley member to plate Lateral blocking per code or Post or bearing wall with three 16d(0.131"x 3Ya") nails Valley beam. Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. n0 Toenail rafter to to late with with two 16d (0.131"x 3Ya") nails L.1_ m P P Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.131"x 34") nails Minimum Percentage of Original HipNalleV Depth Required or valley with a point load. J (f) TimberStrand® LSL rafter Member Type TimberStrand®LSL Microllam®LVL * Hip Member 30% 50% (1)See Framing Connectors in Weyerhaeuser Roof System Guide, Q _J TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% R TJ-9005 for hanger capacities.Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as x 100 28 tzl See Rafter-to-Valley Connection table in Detail R26 above. W ROOF DETAILS ~ General Notes A Weyerhamer Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-%"or%"® 2x4 one side. Use 2x6 if TimberStrand LSL rim board 2x4 one side.Use 2x4 both joist spacing is greater than 24"joists and when the sides of the hanger Beveled web stiffeners required on j p g do not latterally support at least Y8"of the both sides. Cut to match roof slope. INTERMEDIATE BEARING sides if joist spacing is p 24"on-center. ®j P g g P Blocking panels or shear blocking may Two rows 8d p 6 o greater than 24"on-center. tV TJI eist to flange.Also see framing Ian. Web Stiffener required on specified fo g'o•st stability at intermediate supports e orts Shear blocking- both sides at R3W ONLY P J y PP at 81 on-center nails %"TJ®Rim Board, Web stiffeners 7 Twist strap and backer block required at 10d(0.128"x 3") IX"or 1Y"TimberStrande required on both ®. , Variable slope seat R7S with slopes greater than 3:12. See mails at 8" LSL or TJI Joist. Birdsmouth cut sides at R7W ONLY connector must not Nailing Requirements at Bearing in can-center Weyerhaeuser Installaion Web Stiffener required on TJI` joist flange overhang inside and of Framing,TJ r900Guide for Floor LO both sides at R1 W ONLY must bear fully on face of plate. Beveled 2x4 block plate. 0) +' `y adjacent an maximum 2� Beveled bearing Beveled 2x4 block with 0 r s J P beveled web stiffener on 2 �(�`v U T- I Beveled bearing plate plate required when 2A � �a+ Beveled web stiffeners opposite side of web required when slope 2x4 block for soffit support R7 (�R7) slope exceeds y:12 a�` on both sides 0exceeds Y4:12 R3 R3W R5 R7 O R7S is allowed only with joist depths< 16" R8 Rg BIRDSMOUTH CUT allowed at low end of joist only � Z BIRDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowed at low end of joist only O t' �Y adjacent span maximum LL J Z R1 R1 W c) :D W w Filler block:Attach per the table below. 3 2 E Clinch nails when possible. Backer block:Install tight to bottom O flange(tight to top flange with top mount O hangers).Attach per table below. 0- LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 12/15/23 FOR PERMIT Strap nails: 2 -_/__/-- ---- Leave 2Y8"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance Y Y Y 3 --/--/-- ---- 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 LSTA18(Simpson Strong-Tie Tie®or USP Double joist 1 sides if joists spacing is ( P g- Structural Connectors)strap with twelve Variable slo a joist han er.Beveled Field trim to match joist depth at outer edge Two rows 8d(0.113"x 2/") 1 P 9 ® P 1 9 Y may be required p Structural Connectors )strap with 10d 0.148 x 1Y")nails re uired at H5S with of wall or locate on wall to match joist depth. nails at 8"on-center 6 �� greater than 24"on-center. ( 4 web stiffeners required on both sides. ® J P Y when L exceeds L twelve 10d(0.148"x 1Yz")nails slopes greater than 3:12 Use 1 Ys"TJ Rim Board with depths<_16". 1�y„ y joist spacing Additional blocking 7 Additional blocking ® TJI Flange Block Nail L .::: `f',?.;-;,;• :,< ri„. may be required for may be required TJI Depth, D Width Type Size Quantity Allowed hot.zone Y q Y Designed B shear transfer Beveled web g Y � NM Filler for shear transfer. less than 3Y" Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each Drawn By : NM • Strap nails: 9Yz"<D<_16" Backer 10d(0.128"x 3") 10 � � /as required side of TJIO joist Beveled 2x4 block. ► Leave 2%"minimum Strap nails: 3/2"end distance Filler 16d(0.135"x 3)/2")) 10-each side Yz web Checked By : AA a Second beveled web Leave 2/8'minimum Backer 10d(0.128"x 3") 10 ®. iff required 2x overhang. Notch TJI Joist flange must stiffener q uired on end distance Filler 10d(0.128"x 3") 15 around TJI®joist to bear full on late. opposite side at R10W only. Double beveled bearing plate less than 3Y" 1 P Y P Variable slope joist hanger. 16"<D<_20" Backer 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must not - ' •2'`•, :` ` %: i: :,:- !` 2 when slope exceeds Ya:12 P J g Filler 16d(0.135"x 3Y") 15-each side overhanginside face of Beveled bearing plate required Beveled web stiffener 3Yz" For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of Date required each side. Backer 10d(0.128"x 3" 15 plate. 12/15/20- when slope exceeds Y4:12 Web Stiffener required on q ) shear blocking at bearing will require %"TJ Rim Board or 1Y"or 0 O O O both sides at R14W ONLY 20"O H5 <D<24" Filler 16d(0.135"x 3Yz") 25-each side SB 1Yz"TimberStrand®LSL that is one size deeper than the TJI®joist. Op gC BIRDSMOUTH CUT allowed Scale: AS NOTED R10 R10W R14 R14W H5 S H5S is allowed onlyjoist " _ with J depths < 16 3Y" Backer 10d(0.128"x 3") 15 DO NOT use %"TJ®Rim Board with 18"-24"TJI®joists or in at low end of joist only H6S is allowed only with joist depths < 16" vertilation-hole applications. H6 H6 For filler and backer block sizes see Weyerhaeuser TJI® S Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S � 303 to cause cancer. For more information on Proposition 65,visit .com/inform. SUSTAINABLE FORESTRY INITIATIVE A 9• We erhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Y Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# www.sfipr e e a'-000°8 October 2017 Reorder TJ-4014 TOP OF STEEL BEAM COLUMN Z STEEL COL., SEE PLAN "1y DiLa rdroWIDTH ? milt +6 (2)-3/4"0 F1554 GRADE 36 o? I . .. A1drEV5o o U 1/4 I I ANCHOR BOLTS W. 12 EMBEDMENT AND 3" HOOK CENTER O 4"THICK BASE PLATE ON CONNECT FLANGES 158 County Rd. 39, Suite 10 �„ TO PLATES W/(4)-3/4"0 Southampton, N.Y.11968 LINE THICK LEVELING PLATE 0'-3" a BOTTOM OF STEEL BEAM TO MATCH BASE PLATE z a"x12"xBEAM GAUGE A325 SLIP CRITICAL FULL PEN Office: (631)259-3959 1, 1, w STEEL PLATE 0'-12' BOLTS TYP. BOLT LAYOUT DETAIL A-A Info@DiLandroAndrews.com 12 0-12 DIMENSION ON = EXTERIOR FACE OF 1 0 n Certificate No.: 0019523 1 a NON SHRINK GROUT w w FOUNDATION WALL, SEE 3"SDS SCREW STAGGERED AT 6" O.C. FOUNDATION WALL CENTER PLAN AND DETAILS FOR (2)-ROWS 2"0 THRU BOLTS AT 16" THROUGH PLYWOOD, 2x NAILER, AND LI E REINFORCEMENT O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seal 5/16 0 I 0 Q WHEN THICKNESS IS GREATER THAN 0.24" TYP 2X NAILER(S) PLAN ELEVATION oV -, MOMENT 0 0 �Q��NE R �y04 COLUMN w TYPE 1 BASEPLATE BEAM #OF a A325 S.C. WIDTH 0 SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) O + STEEL COL., SEE PLAN W8 4 16 t- m °u (3)-3/4"0 SINGLE I (3)-3/4"O SINGLE �s SIN � W10 4 20 PLATE PLATE O (4)-3/4"0 F1554 GRADE 36 , o U ANCHOR BOLTS W. 9" 6 31 CONNECTION W/8' CONNECTION W/a" a o Fpp 097201 1/4 EMBEDMENT AND 3" HOOK 4 25 THICK PLATE I I THICK PLATE 9�Frss0 P O O I I W12 6 37 e"xFLANGE MIT CENTER a THICK BASE PLATE ON 8 50WIDTHx6 2" PLATE �0 LINE FULL PEN 4'THICK LEVELING PLATE T O O TO MATCH BASE PLATE w = 4 28 I TJI/LVL FLOOR JOIST 1 DIMENSION ON r�N C" 12" 1 4' NON SHRINK GROUT W w W14 6 43 Q SIMPSON FACE MOUNTED HANGERS m 0 FOOTING, SEE PLAN AND 8 57 (IUS @WOOD FLOOR FINISHES, � — � DETAILS FOR M1U @ STONE/TILE FLOOR FINISHES) CEN ER ^ REINFORCEMENT LINE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN04 ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES x w TYPE 2 BASEPLATE STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER z o J " TYPICAL BEAM TO COLUMN MOMENT CONNECTION COLUMN WIDTH +1/2" S-400 SCALE: 1-1/2"= 1'-0" 0 (2)-3/4 0 F1554 GRADE 36 2 U 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3" HOOK S-400 SCALE: 1-1/2" = 1'-0" CENTER 4"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN LINEF 4"THICK LEVELING PLATE TO MATCH BASE PLATE z DIMENSION ON ch 2 1 1" NON SHRINK GROUT W w + 4 m 0 FOUNDATION WALL, SEE 1/4 COLUMN WIDTH +3 1/4" PLAN AND DETAILS FOR a CEN ER REINFORCEMENT (2)-1/4"ANGLES 0 (2)-R 9x3/8x0'-3", SIDE, w (1)-EA. 0 WITH (2)-HOLES FOR 8" z LINE 0 THRU-BOLTS Z) PLAN ELEVATION (3)-3/4"0 A325 BOLTS O (2)2'0 A 325 BOLTS AT W8'S 0 U TYPE 3 BASEPLATE I O W o Q (3)-3/4"0 A325 BOLTS SINGLE PLATE 1 TYPICAL STEEL BASE PLATE DETAILS CONNECTION W/8 3„ it9x3/8xBEAM O W THICK PLATE WIDTH +2' W W S-400 SCALE: 3/4"= 1'-0" (2) BOLTS W/W8 IJ— -04P M I I LVL BEAM 1/ R 3x3/8xBEAM BOLI'ED DOUBLE ANGLE WIDTH +2" CONNECTION AS PER AISC 4 TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN ti S-400 SCALE: 1-1/2"= 1'-0" 5 Ln U � 0 � 0� Z O � J Z W w ° O Revisions No. Date Description 1 12/15/23 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 12/15/2023 Scale: AS NOTED S �400 Sheet 9 INFORMATION o WELL :;•:;;"2"""S1`ORY ;:; � GARAC E „ PROPOSED SIDE DECK STOCKADE FEN E - FRAME":: " ,�. "'� UNGE o Lacusr LOCATION: I MULFORD COURT, ORIENT NY 11957 �`:.. pWELLIN ' d 30"LOCUST DATE OF TESTING: 12-13-2023 S.T. 42 3,: : :: F� ..::::: $; DiLandro VED - 43.E F. PROPOSED STONE SIDE STAIR TO DRI W Y AND GARAGE '`� �yi Arldrell4tS GEOTECHNICAL TESTING COMPANY: SLACKE TEST BORING NOTE: > n g i n e e r i n g N STEPS <<` MEETS AND BOUNDS PROVIDES BY LICENSED SURVEYOR,THIS IS NOT A SURVEY 158 County Rd. 39, Suite 10 0.6 BALCONY TO BE REMOVED SCOPE OF WORK. , E Is G NtT RY �� was AND SHOULD NOT BE SCALED OR USED FOR SITE INFORMATION NOR SITE PLANNING. Southampton, N.Y.11968 � � 30„L CUST 1 " oCUST Office: (631) 259-3959 DRILL THROUGH UNCONSOLIDATED SOILS WITH A 7822DT GEOPROBE TO A DEPTH 38 �. SEE ARCHITECTURAL PLANS FOR SITE PLAN AND Info@DiLandroAndrews.com SPECIFIED ON EACH OF THE BORING RESULT SHEETS(30FT TYP.)BELOW GRADE INL STONE �.�' DOCUMENTATION FROM LICENSED SURVEYOR FOR SITE INFORMATION Certificate No.: 0019523 W E D LANDING ` OGWOQO • 36 w�l,� r ./ .�--'• SAMPLES WERE LOGGED AND COLLECTED AT VARIOUS DEPTHS. THE BORINGS WERE 18 LOCUS LOGGED WITH RESPECT TO BLOW COUNTS AND CLASSIFIED ACCORDING TO THE UNIFIED �` _SOILS CLASSIFICATION SYSTEM USCS . ` F.oU, /' Professional Seal SO ( ) 14"LOC ST 18"LOCUST RESTORATION CONSISTED OF BACKFILLING THE BORING HOLES WITH SAND AND OF NEW RESTORING THE TOP OF THE BOREHOLE WITH TEMPORARY ASPHALT. S �, �Q'�NENRy y09 12"CHERRY ' PROPOSED REPRESENTATIVE SAMPLES WERE ROUTINELY OBTAINED DURING THE DRILLING _ DRIVEWAY EXT. O`er *- PROCESS AT SELECT INTERVALS BY APPLYING A TWO-INCH DIAMETER SPLIT SPOON-SAMPLING TUBE,DRIVEN BY THE 30-INCH FALL OF A 140-POUND HAMMER. Old PROPOSED THE NUMBER OF BLOWS REQUIRED TO DRIVE THE SAMPLE SPOON FROM 6 INCHES TO i 14"LOCUST 18"LOCUST `l0 2 STY FRUI. FpA 097201 18 INCHES REPRESENTS THE STANDARD PENETRATION RESISTANCE(N)OF THE SOIL AND " "� CABANA(FFL 27.0) gOFESSIONP� 14 LOCUST IS AN INDICATOR OF THE ALLOWABLE BEARING CAPACITY OF THE SOIL. i `may' ,/•F`. iii n OUTDOOR �o GUIDELINES AND PROCEDURES BH #1 SHOWER -` ALL DRILLING AND TESTING PROCEDURES WERE PERFORMED BY APPLYING THE FOLLOWING: ` BLDG , PATIO ` - • ASTM D1586 PENETRATION TEST AND SPLIT BARREL SAMPLING OF SOILS. v' PATIO FOOTPRINT • ASTMD2488 RECOMMENDED PRACTICE FOR DESCRIPTION OF SOILS. • ASTM D2487 STANDARD PRACTICE FOR CLASSIFICATION OF SOILS(USCS). r \ 3 OVERHANG , SECTIONAL LINEAR SAMPLES WERE ALSO SECURED IN CONJUNCTION WITH THE v� � � ' `p ; 6.0 PERFORMANCE OF THE STANDARD PENETRATION AND DENSITY TEST. o Q THE SOIL PROFILES REPORTED IN THE BORING LOGS SHOULD BE REVIEWED FOR SPECIFIC 2 .{� INFORMATION AT INDIVIDUAL BORING LOCATIONS AND TEST DEPTHS. o .'.'. . . . . . . . . .'. .'. . U' _ ,-- z CC.` . cn J D o WELL Q V) Uj CU Z W Q Z A-A c' mac' ~ © � z w O Q o. va 0 _j W J BH #1 RESULTS SPT BORING PLAN = BORING NUMBER: BH #1 Datum Elev 2$ SCALE: 1/32" 1'-0" Sample Depth (ft bg) Blows N Bearing Bearing From To (per 6") Strength (TSF) Elevation Strength (PSF) •- 0 2 1 LO 3 28 623.28 � 0 3 0.31 C)Q � N 2 4 1 0� z W O 1226 0 � a o 0.00 J z U) 0 4 6 0 U C� w w 0 24 623.28 G EE Q 3 3 0.31 IY T_ O 3 a a 6 8 3 w I 4 J 22 Q 1662.08 4 8 0.83 Revisions 3 No. Date Description LO 8 10 LU 1 12/15/23 FOR PERMIT -- - ---- - °- 3 20 1662.08 2 /-/- � 5 8 0.83 3 4-4-- ---- 4 4 -4-4-- ---- to 10 12 10 w 10 a F 18 4155.2 d 10 20 2.0$ 25 27 3 DTW Designed By : NM u 4 [25.8'] Drawn By : NM 5 9 p g3 3 1869.84 Checked By : AA cn 4 «+ 30 32 3 w 5 a 12/15/2023 � -2 2285.36 Date ¢ 6 11 1.14 Scale: AS NOTED co 6 M 40 42 4 a 4 -12 2493.12 8 12 1.25 10 C' 48 50 6 r w S �500 IL 81 -20 3324.16 2 8 16 1.66 can 10 DTW- DEPTH TO WATER Sheet#