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HomeMy WebLinkAbout50095-Z TOWN OF SOUTHOLD r 4 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY . mrzn 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#: 50095 Date: 12/6/2023 Permission is hereby granted to: Gazaam LLC 323 Pacific St _Brooklyn, NY_ . ................... ........ _ _................... . To: Construct a new single-family dwellling as applied for with DEC non jurisdiction and SCHD approvals. At premises located at, 500 Broadwaters Rd, Cutchogue wwwwwwwww w SCTM #473889 Sec/Block/Lot# 104.-10-5 Pursuant to application dated .11/14/2023 and approved by the Building Inspector. To expire onww6/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,929.50 CO-NEW DWELLING $100.00 Total: ............................. ... . $4,029.50 Building Inspector 90 Ale." 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) 765-95021t ; Owvrw. oOthOldtwx�n Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t,, I^; O PERMIT N0.� � Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Mariland Holdings LLC SCTM#1000-104-10-005 Project Address:500 Broadwaters Rd, Cutchogue NY 11935 Phone#:516-808-9027 Email:mamalkidis@optonline.net Mailing Address:149 Dosoris Lane Glen Cove NY 11542 CONTACT PERSON: Name:Dimitri Malakidis Mailing Address:149 Dosoris Lane Glen Cove NY 11542 Phone#:917-685-7171 Email:Dimitrima@optoniine.net DESIGN PROFESSIONAL INFORMATION: Name:Adragna Designs LLC Mailing Address:1527 Franklin Ave, Mineola NY 11501 Phone#:516-289-2461 Email:A2ARCH16@gmail.com CONTRACTOR INFORMATION: Name:Mariland Holdings LLC: Contractoro-Owner Mailing Address:149 Dosoris Lane Glen Cove NY 11542 Phone#:516-808-9027 Email:Mamalakidis@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other IJI 5j — ) V Ilyl I ina $1,000,000 Will the lot be re-graded? WYes El No Will excess fill be removed from premises? Dyes WNo 1 PROPERTY INFORMATION Existing use of property:Undeveloped Parcel Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to residential I this property? ❑Yes RNo 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 Gass A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print me): imitri a kW is eAuthorized Agent ❑Owner Signature of Applicant: ,,,. l ~— Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU15550 SS: Ou�ilified in Suffolk County", COUNTY OF Suffolk ) Corr mn s ion Expires April 14 2 . Dimitri M alakid is being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �44) day of '2 20 QAm,)�' Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Ot residing at 15LD—"-- � 2gM hereby authorize 6NI r S to apply on my behalf to the Town of South ld Building Department for approval as described herein. Owne Signature ate VCL�-Atlr�\ P ' wner's Name 2 Generated by REScheck-Web Software JCompliance Certificate Project 50 Broadwaters Rd Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,555 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 50 Broadwaters Rd GreenWorks Energy Specialist Inc,. Cutchogue, NY 11935 Info@HERSrating.us W ® 4 L o P Compliance: 5.8%Better Than Code Maximum UA: 707 Your UA: 666 Maximum SHGC: 0.40 Your SHGC: 0.31 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. ii Perimeter Zed Floor Ceiling: Cathedral Ceiling 1,895 38.0 0.0 0.027 0.026 51 49 1st Floor Ceiling: Cathedral Ceiling 845 38.0 0.0 0.027 0.026 23 22 Exterior Walls: Wood Frame, 16"o.c. 4,384 21.0 0.0 0.057 0.060 200 210 Front Door: Solid Door(under 50%glazing) 48 0.250 0.320 12 15 Windows: Wood Frame 833 0.300 0.320 250 267 SHGC: 0.31 Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 2,268 15.0 0.0 0.054 0.059 120 131 Depth below grade:8.0' Insulation depth: 9.0' Bsmt Ext Door: Solid Door(under 50%glazing) 40 0.250 0.320 10 13 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. AJ Afkham-Certified IECC/HERS Compliance Specialist 457 ), 10/13/2023 Name-Title ign tur Date Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified �ryFielVerified # Pre-inspection/Plan Review Value VG Com lie s? Comments/Assumptions 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 'documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable _ ,construction documents. 103.1, Construction drawings and � � � OCom lies Requirement will be me......... g p q t. 103.2, 'documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3)1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC :Commercial Provisions. _ _ 302 1, JHeating andcooling equipment is Btu/hrHeating, Heating: DComplies Requirement will be met. 403.7 sized per ACCA Manual S based [PR2)2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable ; Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: High Impact(Tier 1).w� 2, Medium Impact(Tier 2) 3 'Low Impact(Tie Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 2 of 9 Section # I Plans Verified FieldVerified Complies? Comments/AssumptionsFoundation Inspection Value Value & Re .ID „,. 402.1.1 'Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior' R- R_ ❑Does Not table for values. 141 insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable ,required in warm-humid locations' in Climate Zone 3. 303.2 Conditioned basement wall � � � ElComplies Requirement will be met. [FO5]1 insulation installed per ❑Does Not `manufacturer's instructions. � ❑Not Observable ❑Not Applicable _ .2.9 Conditioned tion ebasement ll ft ft ;DComplies � See for Envelope Assemblies [0n �. distance from top of wall. ❑Not Observable ❑Not Applicable _ _ 3Coprotect.2.1 protective e covering oseri exterior installed �--- lies Requirement will be met. [ insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable..�,.�..__..� ....... 403.9 Snow-and ice-melting system � ❑Com lies Requirement will be met p q . t. [FO12]2 controls installed. ❑Does Not a� ❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: pp 1 Hi h Impact Tier 1) 2 Medium Impact(Tier 2) � 3 Low Impact(Tier 3) t... .m.. . � �_.w w. .. ,� _. P_. ..u._ .�--—...........� Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 3 of 9 --Section Plans Verified Field Verified 4 Framing /Rough-in Inspection Value Value1 Complies? Comments/Assumptions & Re I C3 402.1.1, :Door .U-factor. U- U- ClComplles See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.3.1, m^^'average)._factor(area-weighted .m"-U �._-- U _ElDo spNot ._.�.._E__ See the Envelope 'Glazing g Assemblies able for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303. - are determined in accordance � ��� ❑Does Not --q.....�iremen wi 303.�3 U-factors of fenestration roducts ❑Complies Re uirement will be met. with the NFRC test procedure or =� taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier � - � ❑Complies will be meRequirement nt • ..... . t. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable _ 402.4.3 "Fenestration that is not-site built � - C Complies � Requirement • et. will be met. [FR20]1 is listed and labeled as meeting ❑Does Not l AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 4.5 sealed IC-rated [FR16] seale.._.....��-____...._ dat housing/ilighting t rior fin finish ❑Do ElComplies Requirement will be met. and labeled to indicate 52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 4033.1 :Supply.w... ... ..........� �._.e_--- � w-r.W.-...:.. .. :...�, o....,.�..�..._. ., ���w ....... .�m.�,._..__ .�._ae.e.e-..._. �.____ . ._... . and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for I diameter>= 3 inches and R-4.2 for< 3 inches in _d.iameter. � � � C , ... 403.3.2 Ducts, air handlers and filter OCom lies Requirement _ will be met. [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with ❑Not Observable `International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. ... ._....-...�.-.._ —�� .,... „A:M. „ ..._.. . .. .... ......... .. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not �. ❑Not Observable ❑Not Applicable i'lHig p .. 3Low Impact h Im ' ct(Tier 3) act(Tier 1) ` 2 ,Medium Impact(Tier 2) � � m Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 4 of 9 Section Plans Verified � Field Verified Framing Rough-in Ins ecti— Com_ li es? � Comments/Assumptions & RD value Value c 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [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 _ 403.4HVAC pips °For chilled conveying ❑ oNo fluids uids R-� W...., .R � DComplies Requirement will be met 2 - below 55°F are insulated to 2:R- 3 '❑Not Observable ❑Not Applicable 403.4.1Protection of insulation on HVAC _ �� ❑Complies Requirement � nt will be ill met. i[FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-„�. R ❑Complies ,Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable Not 403.6 Automatic or gravity dampers are - ' 'C pliehcable Requirement will -� et. be met. �[FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ... �m.._ _... � : .... ❑Not Applicable Additional Comments/Assumptions: i.. gImpact .. - ._ .�� i) Ht h (Tier 1) —� 2 �edwm Im act(Tier 2) C 3 Low Impact(Tie , Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 5 of 9 section Plans, Verified Field Verified Insulation inspection .. „.,... Value !Complies Comments/Assumptions __ m. ..,..... , 303.1. All installed insulation is labeled ❑Complies Requirement will be met. (IN1312, or the installed R-values ❑Does Not d provide . y []Not Observable ❑Not Applicable _ n 402,2,5, mass wall with at least 1h of the Wood _ Wood ❑Does Not table for values. �IO2 1 1, Wall insulation R value. If this is a R- Com lies See the Envelope AssembliesR- El 402.2.6 wall insulation on the wall [JF] E] Mass ❑ Mass �❑Not Observable [IN3]1 'exterior,the exterior insulation requirement applies(FR10). ❑ Steel [:1 Steel ❑Not Applicable 303.2 Wall insulation is installed per .... Ckomplies Requirementt will mel be met., [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: www mpact(Tier l) j 2Medium Irrrpaoi (Teen 2) 3 Low Impact (Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 6 of 9 ........... .............. # Final Ins ection Provisions Plans Verified i...Field Verifiedk Com Iles? Comments/Assumptions Section 13 P Value Value p e�l '402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402,2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [F11]1 ❑Not Applicable n . 303.1.1.1, Ceiling insulation installed per ❑Com lies Requirement w ill be met. 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑ '300 ftp. Not Observable ®.._ ❑Not Applicable 1402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic � � . m ,.,_,. .... .. ., �. ._�- P ....w–_ ;Requirement q _. c access hatch and door R R ❑Com lies Re uirem .....will be ent will be met. [F13]1 insulation >–R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _ 402.4.1.2 Blower door test ACH 50 = ACH 50 – �. „ rp �q–..._–.... @ 50 Pa. <=5 0 Com lies Re uirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3 3 'Ducts are pressure air leakage with o ft cfm/100 m..... ft m mcfm/100 ❑DompNo q � Requirement will be met. es 1 z z 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. _ F14]3 4 cfmt tightness to across the system 4_. ftw 1 mplies 403 ;Duct ti htness test result of<-4 cfm/ 00 _cfm/100 ❑Complies Requirement will be met. [F1411 z ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable 'tests,verification may need to ❑Not Applicable occur during Framing ... .......I.ns�p�e.�c.t.,i_o.n_. 403.3.2.1 ,Aler leakage designated _ _ w ❑Com li_es_ Requirement will be m— et. [ 24]1 by at<=2/ of ❑Does Not 'design airflow. ❑Not Observable ❑Not Applicable 403. 1 installed able thermostats he control of P ats primary .,............. A�.. ,a...a ❑Complies Require.._ ment willll be met.. or nma ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable [F0110] oHeat pump n heat pumthermostat installed - - � ElDomplies Requirement will be met. es Not ❑Not Observable ❑Not Applicable [03 .5.1 Circulsysteating have automatic or � � � Does Not Re uirement will � g p q II be met. accessible manual controls. ❑Not Observable ❑Not Applicable �._. .. , . act(Tier 3) 1High Impact(Tier1) 2 Medium Impact(Tier 2) 3 Low Imp mm� Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 7 of 9 S # Final Inspection Provisions Plans Verified HAFiel Verified l Complies? Comments/Assumptions Section � Value Value � � ,. All mechanical b.... „mm...,. .... I ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable [03.2 hotowater beoillers supplying heating ...... ,, . ....,.., ElComplies YY ...._ Requirement will be met. es systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. � � ❑Complies Requirement will be memum Th � 403.5.1.1 Heated water circulation systems t•. [F128]2 have a circulation pump. a ❑Does Not 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. . ........ .._..._ �,�A w .. ..od �: ,,���_a_...-... .. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the [:]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water � � � � �-❑Cor mpliesRequirement ement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1049F,. �—e . ......., ..m_.......... 4 Drain water heat recovery units ❑ p Requirement will be met. [F1131] ttestedinacodance with CSA ❑Does Not _... 855.1. 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. 90%or more of .... ._ _... ... . 404.1 permanent ❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401 Fuel gas lighting systems have . ... ._ ...., ,_.m m ❑Com liesRequirement u Re uire m�e..n.,t will be met- . [F123]3 nocontinuous pilot light. []Does Not .,;., ❑Not Observable ❑Not Applicable 401.3 Compliance „ Compliance certificate posted. w ........... �..,.❑ mplies Requirement will be met. ..... w. � .._... .. met oes Not ❑Not Observable ❑Not Applicable .., ,,,,.... m ........ .k. ..�.,.,..._ ... ....t ...�mW...,......,.__��.� .m.a.... 1 High impaci(Tier 1) -T--2 Medium Impaet(Tier 2) i 3 Low Impaa ct.(Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 8 of 9 .e. .. .....Value f � Section Re 1D Value s? � C�ommentsiAssurnptions Final Inspection Provisions Plans Verified Field:Verified , Complies? ,.. .,,....® 303,E Manufacturer manuals for OComplies ;Requirement will be met. (1`1�1 ')a rnecanicail and water heating ]Does Not systems have been provided. j. '.Not Observable ONot Applicable Additional Comments/Assumptions: ] High impact(Tier 1)vLLWvw 2 Medium Impact(Tier 2) Low Impact(Tier Tier 3) Project Title: 50 Broadwaters Rd Report date: 10/12/23 Data filename: Page 9 of 9 2018 IECC Energy Effiency Certificate dp ME=.111 Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 0.31 Door 0.25 • . . • . . OM Heating System: Cooling System: Water Heater: Name: Date• Comments n. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION] NO PERMIT NECESSARY NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION August 28, 2023 MARILAND LLC 149 DOSORIS LN GLEN COVE, NY 11542 Re: MARILAND LLC PROPERTY 500 BROADWATERS RD SCTM# 1000-104-10-05 CUTCHOGUE, NY 11935 DEC ID: 1-4738-04972100001 Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation (DEC) has determined that: The portion of the referenced property landward of the 10-foot contour line, as shown on the survey by Kenneth M. Woychuk, last revised May 30, 2023, is beyond Article 25 (Tidal Wetlands)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act to conduct regulated activities landward of that line. In addition, DEC has determined that the portion of the project located seaward of the 10-foot contour line, as shown on the plans prepared by Giuseppe R. Adragna, dated July 26, 2023, is more than 75 feet from DEC-regulated tidal wetland boundaries and is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5 #50) as a use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act of the Environmental Conservation Law for this portion of the project. Please be advised, however, that no other construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland �o�tia Drt�tntor Estvirtrttrra tttat Conservation jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis sepfentrionalis), a species listed as "endangered" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 st and November 30th of any calendar year may result in the "take" of these species within the meaning of Environmental Conservation Law (ECL) §11-535. The term 'take" is defined, in part, as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. Therefore, to avoid a "take", we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. Please contact the DEC Bureau of Wildlife at 631-444-0310 for additional information regarding NLEB. This tetter shall remain valid unless site conditions change. This letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, eot�Q� Laura F. Star Deputy Permit Administrator cc: M. Kimack BMHP-TW File The Northern Long-Eared Bat Needs Your Help ' t Please be advised that DEC has documented the summer occurrence of ;� the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "threatened" by both New York State and the US Fish &Wildlife Service, within 1.5 miles of your property. A 98% decline in the abundance of NLEB has been observed since 2006. The Northern Long Eared Bat Story - Habitat and Decline Northern long-eared bats (NLEB), also known as northern Myotis, are primarily forest-dependent insectivores. Bats consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of forest habitats for roosting,foraging and raising young. In general, any tree large enough to have a cavity or that has loose bark may be used by the bats for roosting or rearing young. This species is listed as threatened because of a dramatic population decline throughout most of its range. This decline has been caused by white-nose syndrome (WNS) a disease caused by an invasive fungus that ultimately causes affected hibernating bats to starve to death over the winter. DEC has determined that tree cutting at your property between March 1 and November 30 of any calendar year may impact the bats in your area, and may result in the direct killing or injury of individual members of this protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or adverse modification of the species' habitat (these activities are defined as a "take" by the Environmental Conservation Law). The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department. In order to avoid the possibility of an Endangered Species"take," no tree cutting activities should be conducted at your project site between the dates of March 1 and November 30 of any calendar year. Depending on site conditions, it is possible that future projects on your property will not require adherence to this restricted timeframe. In some situations, an individual tree or very small trees may be cut at any time of the year without resulting in a "take" of endangered/threatened species or their habitat. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631)444-0310. Please note that if you received a DEC Permit with this NOTICE, any new project on your property may require additional DEC permits. For information contact the DEC Division of Environmental Permits at(631)444-0355. For more information on the Northern Long-eared Bat, please visit: htt s: www.dec.n , ov animals,/106713.html For more information on protective measures required for Northern Long-eared Bats when a project occurs within occupied habitat, please visit: htt s: www.dec.n ov animals 1060 O.htmn SC.T-M. NO. DISTRICT: 1000 SECTION:104 13LOCK:-10 LOT(S):5 BROADWATER COVE f, T0041 WVLAND v 1 ROLNUW AS UATe6 .— � lT1, mqt\ w x C DMILM .. A f oQx �gf f EJ f IBS LAT L f w.- f I LOT 183 __ 1/ J f � Z 91 15— "•�YACANf -m mumos- 47 -...— fz w. ,_.... X20 p r A' r r 4A '27a LLP%:r � -1?0 44 RcVISED 0530-23 FUD WSPECT/UPDATED 03-22-23 7HE WA 1ER SLIPP'.Y WLLq ORYWELLS CZSW0a FEMA MAP#36103CO164H LOOAROM'S SHO'AN ARE FTRO,W FIELD CDs'ERWPA7IONS AND,OMR DAM OBTAINED FROM OT7fE`fdS; AREA: 32,105 S.F. or 0.74 ACRES ELEVARON DATUM: EAVD88 _ _ _._...._ UNAd.178MZE"0 AL7ERA770N OR AOOI77 'f 7O )7*5$VR'M'EY IS A W9OLA77ON OF SEC77ON 7209 OT'7NE'NEW Yd�7Fd'STA7E EDUC417ON LA 7N C'OF'tES OF THIS Sul'i5"WE�" MAPNOT OEAfdfNO lT'P'E LAND SUP S EM9OS,'=SEAL DYALL NOT Bt OOrNS,D ED '1"¢1 BE A 4" D IRUE COPY. ARAN7 "S!N'I "AfED fTR am.�I�:��cL:Rm ONLY lV 77RE PERSON FOR V°NOM IHE SdAR1,Pu'.'Y fS F',RPAR'ED AND ON NdS i IA�,,F' TO ?HE 71RE OQMPANY, WEp78d''�UENTAL ArrPICY AND LEfO&NC'INS'T17U770AV' US7EO FPEPRETIM AND 7"O ;rME ASW"ItE"S or 7HE LENDINo INS717TIRON,, WARAN'7LCS ARI;NOT 71RAN,*.aT"ENAO THE OFFSETS OR OWENWONS SHOWN HEREON,FROM THE PROPERTY LANES 70 THE S1'7 UGA ARES ARE AV A SPECFPIC PURPOSE AND OSE 1HEREFORr 7HE r ARE NOT INXNDE0 TO MONUMENT THE P;Ra9EIR7°Y UNE°S OR TO a0r TAPE EREOPON OF FENOESd ADDf7IONAL$79 UCIURES OR AND OThEjR IMPaIROWEMEMIS EAMMPENIS' ANDIOR SUBSURF`AOE STRU0f0RES REMDED OR UNREO".OR'OEO ARE NOT OUAR;ANf7ECO UNU-SS PIfYSfOALLY E1 N7"ON '7NE PREMI;S2:S AT THE AME'OF SlARvZy suRver OR LOT 184 CERTIFIED TO: MARILAND LLC; MAP ORAMENDED MAP A OF NASSAU POINT CORE TITLE SERVICES LLC; No..CORE27950 F1LED:AUG 16, 1922 No. 156 „ I 7TUATED AT:CUTCHOUGE TOWN OF:SOUTHOLO NN M 1£ LCl, PLLC SUFFOLK COUNTY, NEW YORK Professional And Surveying and Design P.O. BOX 16:1 AgUebo ue, New "York 11.931 PHONE (991)296-1588 PAX(961) 268-1588 FILE#221-198 SCALE:1"=40' DATA OCT. 15, 2021 N.Y.,S USG NO. 050882 =iAWALUC th-momt.a R bwt J.U00Aamu&aamnah IL D t1-1 NEW Workers' Certificate of Attestation of Exemption sTArr Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Marliyn Malalddis From:Town of Southold 149 Dosoris Ln Glen Cove,NY 11542 PHONE:917-685-7171 FEIN:XXXXX4878 The location of where work will be performed is 500 Broadwaters Rd,Cutchogue,NY 11935. Estimated dates necessary to coinTete work assocnialLd with the building permit are trona December 1, 023 to November 30,2024. The estimated dollar amount of projcct is over$100,000 Workers'Compensation E emn tion Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and laid Family Leave Benctits Eaxem tion Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The applicant is a homeowner serving as the general contractor for his/her primary/secondary personal residence. The homeowner has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Dimitri Malakidis,am the Mr with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge, information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on fors approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN I HERE Signature: j474t7l Date: /d 1 5 l;v Exemption Cer " l ate Number Received 2023-077218 O bier 27, 2023 NYS Workers'Compensation Board CE-200 01/2018 E � FIV I DING PLANANUMUR PLOT P'LAN . I / IMPRO ED LOT I 1\\ I RESIDENCE t I li N10&02310011 E i r 5LIC DATER I t 1 � . ' I \ 7 `7 1 } TEST PIT-I l} UT -- - jcw4TTskifI L 'N `y EL DECKiF\ t (460 SQ.FTJ # 1 \ POOL 6 1�� l � N� �. +I66, ELEV 12' 1—�1 L-iLt GJ E .. t l g00 SQFT.) T 2 v v POOL [ I t } ' 1 TERRACE: } \ I I (Im86 SQ.FT_) 20ff - 1 } } -v Nie _J —®am-® - a� - -----$URIED sIsGTIC- v�-- �g �--__s__ '=PT FE-NIC �E � � / /�� � a � �`\�� -a te ti 0wj7mmtaw 5 05051'40",W / IMPROVED LOT1i 1 / RESIDENCE f i/ PUBLIC WATER t i SCALE : P = 15'-0" _ ZONE: R-40 Sul FOLK COUNTY . E __ m SOF W � SEER 1 PROPOSED - - P1= ? cl ' AAPPR AL _ CON UST �> Ftp , 3'x,105 59I t. GROSS f 28.8 s ft_NET l I- - ± 101 106.-f 3' DATE 11/13/23 _ 3 F 0. R-23-1136 190.90' OR - I° _MF ,. L) 15.95' - _P ES THREE YEARSFROM _DA O%%L - 2025' 35.84' 4,224.41 SQ.FT. I �' t _ INSPE RQ IRE 4,123 SQFT. 16.36 r I By HE A- 1-TH DEPARTMFNT OF 20,000 9 r t - F s'Rni Pro-eo a1 s Certification P- °-ed. 'ut ,pit D._. cr .�, ertl c tion Ebr The lmta1`c tion and .o, t-Lict'on ol the Se`a gr [_ S#ste _ I I L-se 'orrTtit'`AJM-0 j DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC WHERE GRADE EXCEEDS 2% 2%OR GREATER NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR g� 20ADWAY \ WOOD POST 'r '`'� ° ` ATTACH FILTER FABRIC FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST SECTION A-A •, FLOW `\ NOTE: / i— 4'-2 SPILLWAY USE SANDBAGS, STRAW BALES no nTuro Acoonicn ucninnc - SALES, SANDBAGS, _ X _ _, �' _•; ibL/--/6_� 5Do � � I-�ssessoRs Tr45LE FP,301.20 GLi1"Ir4TiC $ GEOGfRAFHIC 1DF=5i(S;N GF,1TEfi`Ir4 - N_ W_ _ R SID Amu C WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE BARRIER FLOOD AIR MEAN .5 GROUND � SNOW TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT FREEZING ANNUAL a) LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE--ATAGORY WEATHERING LINE DEPTH TERMITE TEMP REQUIREMENT HAZARDS INDEX TEMP � `" V"MM-4 ('alill ,a _,__ .1_____11__.__r% MOD/ 25 P.S.F. 130 MPH. N/A N/A YES B SEVERE 3 -mil HEAVY 15'F YES VARIES 1500 OF 52.9'F U � [5 '1_"4,,,k'\ (Df��,D . I r A�;J:> C)ED ,� A 0. DTABLE R6023(U TABLE R602.3(l) - continued 0 � FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER Sr-IEDULE FOR STRUCTURAL MEMBERS U � _M a t...-J ]L1 G NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS Q b DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a)'F'd E3UILDINCs MATERIALS FASTENER bFde M OU FASTENERS EDGES(Inches) INTEfB fEOIATE SUPPORTS (Inches"') p Joist to sill or girder, toe nail 3-Sd Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing � ra P x 6" subfloor or less to each joist, face nail 2-Bd 3 sib - 1/2 Cod common nail (oofl9or,wall) 6" edges 12 interior zones = w U .r_. 2 staples 13/4 Sd common nail (roof) 4" rake g ,� U I U 2" subfloor to Joist or girder,blind and face nail 2-16d %I - 1 801 common nail (roof) 6.. fe1. kees 12° S � � � en?, h kl�� - M, U . I kt!� !. 1-" t. C r -,. H, 00 k/�J,�- 5Sole plate to Joist or blocking, face nail I6d 16" o.c. 116- 11v4 lod common nail or 8d roedges 12 p, deformed nail 4" rake � R•, P. To or sole late to stud,end nail 2-16d eu N M N K) 1� Other wall sheathing e N p., p gyp., Stud to sole late, toe nail 3-801 or 2-1601 — i"regular cellulosic fiberboard ly=galvanized roofing nail 6d — M •D5 rn p sheathing common nail staple 16 ga.,piz long 3 6 c r. .y �. DIVISION 01 -GENERAL REQUIREMENTS: Provide 4 inch slab with 6 Inch x 6 Inch 10/10 WWF on 6 Provide steel ladders permanently installed as side of MICROLAM: DIVISION 09-FINISHES: Double studs, face nail lod 24" O.C. S structural Cellulosic Fiberboard ILz galvanized roofing nail 801 6 M - O c mil vapor barrier In Cellar and Garage.(All slabs are egress wells.Provide light weight hinged metal rates sheathing Common nail staple 16 ga,1111 long 3 Q, O., LL, All proof of insurance shall be verified In writing to the 95%compacted fill).Pitch porch/patio and garage at egress wells or wood railings as field conditions SCOPE: Provide samples of all finishes to Owner for approval Double top plates, face nail loci 24' oz. fj2 structural celluloatc fiberboard {9 ng nail ad i os Fi galvanized roof) 3 CJ Owner and Architect Including but not limited to slabs I/8 inch per foot minimum away From house. dictate. This work Includes the complete furnishings and prior to ordering.All Interior finishes are as specified sheathing common nail staple 16 ga.,jai4 long 6 � General Liability,Workman's Compensation and Disability. Installation of all 'Micro-lam"lumber beams as shown to by Owner's Interior Designer. 11/2 galvanized roofing nail,bd \ The Owner shall be responsible for maintaining the Provide poured concrete foundation walls(see plan Provide EFOM flat roofing and all related flashing the drawings,hereln specified and necessary to Sole plate to Joist Or blocking at braced wa ll panels 3-1601 16" O.C. !2 sum sheathing g g 4 8 CO co co proper property insurance during all phases of work for thickness and reInforcing). where indicated.Installation at meet manufacturer's Complete the work Interior walls and ceiling:Tape and spackle drywall,l3) gyp g common nail.staple galvanized,lee requirements. costa 11 prime,2 finish). Tape shall be fiberglass type. Double top p ates,minimum 8-in offset of en Joists, ace nal in ong.1a'a screws,Type W or s The work and materials shall be guaranteed for one(1) All footings shall be poured on virgin 6011 and minimum MATERIALS: Walls and calling to be reedy for paint. lapped area 8-I6d \\\ year,commencing with the General Contractors lanai 36 inches below grade. Provide 5-1/2 inch metal etude at I6 Inches C.C.with Io galvanized roofing Hell.ad p Q� Q� The micro-lam lumber beams shall be manufactured from sus gypsum sheathing common nail.staple galvanized,I�'e 4 8 O O O payment.During this time the contractor shall make top and bottom tracks M all basement partitions- micro-lam brand parallel laminated veneer lumber All drywall shall be attached to Framing with screws only, Blocking between joists or rafters to top plate,toe nail 3-Sd long.i9'y screws,Type W or 5 6 C\2 co good on all derects.Granting of a Certificate of Do not pour concrete In wet or below 40 degree adjust gauge due to spans. utilizing1/10"or 1/8'thickness Dou las fir veneer glued max.12"oc. Z .-t 9 9 Wood Structural panels,combination subfloor underly ment to Framing Occupancy or the owners use of the premises shall not weather. up In a continuous pieces with all grain parallel with the Rim Joist t0 top plate,toe nail ad 16" o.c.along each edge p y g constitute acceptance of work Provide drip caps at all exterior openings. length of the member. Laminated veneer limber shalt be All labor and materials shall comply with the All concrete atoll be at least 3,500 psi.General of etngle one-piece length,free of ringer joints,scarf requirements OF the USG sum company and(N.Y,S.C.) 3 bd deformed nail or The contractor shall visit the site and verify all Contractor shall be responsible for providing the Provide copper Crickets at roof as shown. olnts or mechanical connections In full length q yp p Top plates, laps at corners and intersections, face nail 2-loci �4 end less 801 Common man 6 12 conditions. Any discrepancies,voids or problems shall Architect and Owner with receipt Indicating concrete J 9 Section R1023. be reported to the Architect before submission of strength based upon cylinder tests.Provide separate Provide zinc coated copper flashing at Intersection MEMBERS: 1'a - 1 Sd Common nail or 6 12 bid. A submission of bid"it imply contractor cylinder tests for slabs,footings and walls. of wails and covered porches/patios -back with Ice Provide 518 Inch Type a gypsum board to garage and Built-up header,two pieces With lip" spacer i6d 10 deformed nail I h,N%NK y p y y g p � veneers shall be dried as required.Adhesive used to mechanical room(tape and spackle)and seal all 1 _ 1 1001 common nail or acceptance of the drawings and all existing conditions. and water shield.Extend up walls 12 inches. laminate the veneer Shall be waterproof,meeting the p 11/8 I i4 6 12 �1 ep g g p g openings with approved flame retardant caulking as Continued header,two laces i6d Sd deformed nail All concrete work shall comply with the requirements of requirements or ASTM D-2559-16,uniformly applied to prescribed by(N.YS.C.) . Contractor hereby specifically acknowledges that the the American Concrete Institute (ACU,AGI 301,304, Provide copper drip caps at all rake boards, the veneer at the required spread rate. contract documents are full and complete,and 305,311,315,318,and 341 and(N.YS.G.)R4022 and ASTM Provide 5/5 Inch moisture resistant gypsum board In all Ceiling joists t0 plate,toe nail 3-Sd For SI: I Inch. 25.400, i foot=304Bmm, I mile per hour-1 609 km/h sufficient to have enabled It to determine the cost of c1151. Provide 1/t Inch web stiffeners - In steel beams(both DESIGN: bathe and kitchen. a. Ali Halla are smooth-common, box or deformed shanks e=xcept where otherwise stated. f—i the work and that the drawings,the specifications and sides)below steel columna/beams above. Micro-lam lumber beams shall be designed to meet the Continuous header t0 stud, toe nail 4-801 b. Staples are 16 gage wire and have a minimum 716-Inch on diameter crown width, all addenda(I£any)are sufficient to enable the Reinforcing: dimensions and loads Indicated on the plans. All Provide 1/2 inch"duro-rock"gypsum board at all C.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. Contractor to construct the work outlined therein In A.)All reinforcing bare are to be the diameter shown, Provide standing seam copper roofs as Indicated - designs shall be In accordance with standard shower and tub anclusures In bathrooms. — accordance with all Iowa,and otherwise to ruinii all of deformed intermediate grade billet steel having a fully flashed. engineering practice. Complete design calculation Ceiling joist, laps over partitions, face mall 3-1001 e.Four-foot-by-8-foot or 4ncludecl In this t panels s shall be applied vertically. Its obligations under the contract documents.In design strength of 40,000 psi per(N.YS.G.)Section showing member forces and stresses and allowable load Provide 1/2 inch paperless drywall In basement/cellar. e. Spacing of fasteners not included 1n this tables shall be basad on Tables R602.3C1). Geilin joist to parallel rafters, Face nail 3-1001 F.For regions having basic wind speeds of 110mph or greater, Be deformed nails shall be used for attaching plywood and wood addition,If Contractor performs any construction R404.4b and ASTM A 615,A 106 or A 996. are to be available upon request for each Micro-lam g J Activit and if it knows or should have know that a of B.)Typical cover for all reinforcing aha11 be three(3) Comply with the following American Welding Society g g Interior trim:All trim Joints to be filled with wood filler structural panel roof sheathing to Framing within minimum 48-Inch distance From gable end walls, If' ean roof height Is more than 25 Feet, y ^y yp 9 p y 9 9 y lumber design. The deal n of the Micro-lam lumber the contract documents contains a recognized error,in Inches tmiess otherwise directed. Standards: beams is to be under the supervision of a registered and sanded read for paint. Rafter to late,toe nail Q p 9 9 professional engineer and in accordance with the NRB y p p 2-i6d up to 35 feet maximum. consistency or omission,Contractor shall be G.)All bare are to be continuous unless specific leen the AWS Dtt Structural welding code For res Iona having basic wind speeds of 100mph or lase,Halls for attaching wood structural Anel roof sheathin to able end wall responsible for such performance and shall bear the are&hewn.All splices are to be forty(40)bar AWS D12.1 Reinforcing steel welding code acceptance,and provisions of the national design Wood Floors:All wood floors to be sanded,stained I" brace t0 each stud and plate, Face Hall 2-801 g' g 9 p p 9 p 9 g Cost for correction thereof. diameter minimum. specification For wood 1984.1 (2)coats and receive(3)coats of non-yellowing p 2 Std les, P/4 framing shall be spaced 6 Inches on center.When basic wind speed Is greater than 80mph, nails for attaching panel roof sheathing to /•\ D.)Welded wire fabric(ULF)is to be 6 Inches x 6 Comply with ASTM A-6,general requirements for polyurethane.No floor to be stained/sealed until wood „ intermediate supports shall be spaced 6 Inches on center for minimum 48-Inch ridges, eaves, and gable end walls and 4 Inches on center V The Contractor shall be responsible For the removal of Inches spaces,010 x 010 gage which shall consist of delivery of rolled steel plates,shapes,sheet piling, PROTECTION: is properly acclimated and dried. P x 6 sheathing to each bearing, face nail 3 to able end wall framing. _1._� all waste and debris In compliance with all local,state, cold drawn members having an ultimate strength of not and bars for structural use. The Micro-lam lumber beams,like any other wood 2 staples, 13/4 g g and federal regulations and shall Indemnify and hold less than 40,000 psi,WUF is to be placed in all slabs product,shall be el PLUMBING/hECHANICAL/HVAC: P x 8" sheathing to each bearing, face nail2-5013 H.Csypsum sheathing shall conform to ASTM C19 and shall be Installed In accordance with nA 253.Fiberboard sheathing shall conform to the Owner and the Architect harmless From any losses or and steps. Conform to various ASTM standards,as noted,and all 3 staples, 13/4 either AHA 194.1 or ASTM C 208. ' \ claims In connection therewith This clause shall:survive E.)At reinforcing is to be securely fastened to resist requirements or the governing authorities. PROTECTION: Provide all necessary roughing for complete „ v 3-8 1. Spacing of fasteners on floor she=athing panel edges supported bg framing members and at all floor perimeters only, Spacing of the termination or construction,or completion of the movement during concrete placement. The duct,s all lumber beams,like any other wood Installation per plans. Wider than i" x 8 sheathin to each bearing, nail Gd Owner/contractor agreement. fa At rasa walla provide(2)5 bars at to and MATERIALS PROPERTIES: g g 4 staples, 1314 fasteners on roof sheathing penal edges applies to penal edges supported by framing members and at all roof plana perimeters. g g pr y product,o the be exercised during handling to prevent IBlockin of roof or floor sheathing anal edges perpendicular to the Framin members shall not be required except at intersectlon or bottom and 5 bar at 16 inches O.G.vertically damage to the beams. Contractor to provide and pay for all necessary Built-up corner studs 1001 24" o.c. g g p g p p g G p The drawings and specifications are Intended to G.)Provide 5 dowels at 36 Inches O.G.extending from 1.Structural steel shapes,plates,and bars shall be Inspections,teats and approve s. adjacent roof planes.Floor and roof perimeter shall be supported by framing members or solid blocking. � -ice) -I.� Coordinate.Anything found on the drawings and not footings into walls. ASTM A-36. HARDWARE: mentioned in the specifications or vise versa,or 2.Cold Formed steel tubing shall conform to ASTM All hardware Is to be fabricated b others according Built-u girders and beams,2-inch lumber layers loci Nall each layer as follows: anything not expressly set forth In either,but which Is No admixtiree shall be Introduced Into the concrete A-501 y 9 All fixtures and fittings to be provided by Owner and p g y 32"oc.at to and bottom and y ng p y to details contained In the contract drawings. Installed by Contractor. p reasonably implied,shall be furnished as though without written approval of the Architect. 3.Steel pipe:ASTM A-53,type E or S,grade B. Black staggered. specifically shown and mentioned In both,without extra finish,except where indicated to be galvanized. All plumbing work Ghali comply with ell applicable codes Two nails at ends and at each f:_4 ��--i Charge. All concrete placed into forms for a vertical height or 4.Anchor bolts,ASTM A 301,grade A,non-headed INSTALLATION: and standards per(N.YS.C.)Part VII.Install fixtures and " splice, � U) H more than 36 inches shall be vibrated. type. The Micro-lam lumber beams are to be Installed in p 2 planks 2-I6d At ed Chi bearing c U) Duringthe course of construction IF modifications to 5.All steal shall receive one of red oxide rimer after fittings In strict accordance with manufacturer's m-i �i p accordance with the plena. Temporary construction Instructions. Roof rafters to ridge, valley or hip rafters: Q�1I� (Z the design occur as a result of existing conditions, Provide beam pockets at all beams as noted. fabrication In shop, loads beyond limits Indicated thereon are not toe nd{I 4-i6d VJ C (is request of client,architect,etc.Thus Contractor shalt permitted. Holes,cuts or notches not previously All piping to be cepper or cast Iron extent for vent face nail 3-1661 submit two written copies of a change order w"th the Provide sleeves In foundation for all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY approved by thea engineer shalt nor be made. The final roes All water supply piping and piping for heating -I� amended price. The Contractor shall not continue with necessary.Vel in field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE erection of the Micro-lam lumber beam shall be under shall be copper. Rafter ties to rafters, face 3-Sd any changes until he receives written authorization from STRUCTURE IS FULLY BRACED BY THE INSTALLATION the direction of qualified construction supervisor. � r. the Owner or Architect. PLACEMENT: OF PERMANENT STRUCTURE: Insulate all hot and cold water supply lines.Provide Lateral nail holding and withdrawal are as provided In new water service to residence. yi-�� IF In the:course of construction,a condition exists Slump shall not be more than four or less than two the code for Douglas Fir sawn lumber. Nails Installed � F, which differs from that as indicated on these plans,the inches as measured at point of placement and by ASTM DIVISION 06 -WOODS.PLASTICS.AND COMPOSITES:- parallel to the glue lines on the narrow face shall not Connect all roof leaders to dry wells.-as Indicated on ,,��{{ bO Contractor shall stop all related work and notify the 143. be spaced closer than 4 Inches For 10-pemny common site plan.Provide 6 Inch below ground PVC piping, tV r-i Architect. Should he fall to Follow these procedures STRUCTURAL LUMBER: nails and 3 Incise for 8-penny common nails. Nails � F--i and continue with the work he shall assume all Minimum compressive strength shalt be 3500 PSI for Installed perpendicular to the glue lines on the wide Provide high efficiency gas fired boiler 195% Or � � responsibility and liability arising there From. structural concrete and 2000 PSI for paving at 28 All lumber and labor shall comply with all local,state face shall be installed In accordance with the code. efficiency or greater)to accommodate residence.Size �-i C r-- days. and federal authorities having jurisdiction. These nailing specifications are based on a member at of boiler to be determined by heating contractor. r-i Q) The AIA document A-201(latest edition)"General least Y."thick and 3-1/1"wide. Holding power of bolts Boiler to accommodate all zones of radiant heat and rU Constructions,or the Contract for Construction"shall Concre.e Shall not be re-tempered by addition of Exterior wall to be 2 Inch x 6 inch O.G.with single sole Installed perpendicular to the glue lines Is as forced hot air as follows: prevail whenever possible, water or cement after it has partially hardened. plate and double top plate.Notching and drilling of provided In the code for dense Douglas fir. A-)(5)zones of Forced hot air to be coordinated with .-i all studs shall comply with(N.YS.C.)Section R602b Architect and Home Energy Solutions. �_ All work&hall conform to the 2015 Residential Code of Place reinforcing according to CRSI recommendations: Specific approval Is required for other than nailed B.)Separation of first and second floor zones to be O New York State(latest edition)and all rules and Min.3"cover for surfaces in contact with grade and 2" Interior partition walls to be 2 Inch x 4 Inch O.G.with and bolted connections. coordinated with Architect and Home Energy Solutions. O V) regulations therein and with all other agencies having cover for other surfaces,unless otherwl6e noted. Lap single sole plate and double top plate unless G-)Provide Taco circulating pumps for all heating Q) Q) Jurisdiction. welded wire mash 12"min. otherwise noted. STRUCTURAL PROPERTIES: zones The Contractor shall make sure that all trade's work Consolidate concrete by band or with mechanical Exterior wall sheathing shall be 5/8 Inch COX plywood E . 2000,000 FB • 2,800 PSI D.)Provide Ill neceslationsary valves for each zone. T.O.RIDGE — — — — — — _ — — — _ — _ — — _ — — — — — — — — Q conforms to federal,state and municipal codes(BOLA) vibratorst maintain proper reinforcing locations. unless otherwise noted.Secure to framing per(N.YAC.) E.)Provide all necessary wiring p P 9 9 p No substitutes are acceptable,unless specifically g � 40 pU1V(t0 ROOF) 0 ) 4"pWV(TO ROOF) and ordinances. These Shall supersede drawings,notes Table 860230) p p y FJ Provide Indirect hot water storage tank to 4 pWV CTD ROOF and dimensions In all cases. The Architect shat be IF temperature falls to 40 F or below,uniformly heat noted by engineer. accommodate residence. notified of such than as before work is started. water and aggregate to maintain concrete between 50 Roof Sheathing to be 3/4 Inch COX plywood. G.J Provide Honeywell s w thermostats for all zones - g9 p� PLYtWOD: coordinate all locations with Owner prior to installation. Non-famillarity with governing rules and regulations will and 80 F at points of placement. Do not use frozen Roof sheathing shalt be COX 2410 plywood,5/8"For H.)Heating systems to be installed in strict accordance g not be cause For"extra"billing. in the event that work materials,calcium Chloride,slats or anti-freeze. All All structural lumber(headers,posts,Floor joists and sheathing spanning 16"or leas,and%"otherwise. with manufacturer's requirements. T.O.CEILING Si n 4 Seal: has to be replaced for non-compliance,The Contractor exterior concrete shall be air entrained. roof rafters)shall be construction grade Douglas Fir I.)All heating equipment Including type and location of 11V shall be held responsible If he has not notified the Larch 2 and batter surface dried to max.149.moteture Floor sheathing shall be 32/16"structural I t it C-D thermostats and zoning to be approved by Owner. ec e^ Architect before Initial Installation. Maximum deviation from flush,plane or plumb surfaces content,stress graded lumber. Lumber shall have the exterior,'/."thick APA rated,TlG,glued and nalled. J.)Provide outside reset controls and complete RGD AT shall be 1/8"per ft t slabs shall be level,unless following minimum stress properteas: C The Contractor shall make any corrections required by otherwise nosed. All plywood shall be rade marked and meet the computer controls For boiler. the Contractor Architect. Approval of drawings ti schedules shall FB .815 s1 p y 9 K.)Provide outside air Source to Mechanical Room i_V i-)v \G��{`9PQ R• ��.� K' standards of American Plywood Association.(APA) (One Sq.In.per 2000 BTU boiler capacity)with a duct V. I-J()" 3„ i 4m wy. I 3„ not relieve the contractor from responsibility I'or Finishes Shall be as Follows,unless otherwise noted: Fv s 15 pet '� deviations from drawings and specifications,unless he Interior slabs -steel trowel smooth Finish E - 1,600000 psi with a register within 12 inches of ceiling and a second A has called attention to ouch deviations(in writing)at xterio,r slabs -broom finish perpendicular to path of DIVISION 01 -THERMAL AND MOISTURE PROTECTION: register within 12 Inches of finished floor. i A,, ASHING 149 1 Xt the time or submission of bid and secured written travel. All structural lumber shall comply with and be erected in L.)Provide new gas service to residence. approval. Nor shall It relieve him from reeponelbilitg for accordance with the national forest products INSULATION: WATER LAV LAV MACHINE WATER LAV LAV AV WATER * a error&In shop drawings or schedules or the proper Formwork not supporting weight of concrete may be association's National Design Specification for Wood Provide complete central air conditioning system CLOSET7CLOSET CLOSET performance of mechanical equipment and controls, removed after 48 hours of curing at not less than 50 f. Construction,latest edition. Insulation&hall be toll Faced(t Ica U. throughout residence(number or zones and location of yp all diffusers/grilles to be coordinated with Architect 7 The word "provide"Shall mean to furnish and install all Footings shall be set at a minimum of 4'-0"below All lumber shall be grade marked. Provide batt Insulation throughout the first and second prior to installation)All equipment shall be selected by ,,^^ +9 Home Energy Solutions. TA SECOND SHOUTER ii o SHOWER 0 o V A materials necessary to complete the work In finished grade. floor of appropriate thickness: — — — — — — — — — — — — — — accordance with accepted construction standards and Provide joist hangers for all flush framed conditions, Provide complete System of Supply and return FLOOR It 015 a f tl�l®q�r' ,unless aCtinGj manufacturer's recommendations. DIVISION 05-METALS: as manufactured by Simpson,Tesco or equal, Install In R-1 In all 2 inch x 6 Inch walls (Insulated)ducts to be utilized for central air R-21 In all 2 inch x 4 Inch walla (insulate do 2" 2" under th itect,to alter accordance with manufacturer's Instructions. 9 2s OO• 3m 0 3„ GA. an stem in, a Fe tt� g the seal of an All items specified are to establish quality of works STEEL WORK,IN GENERAL,SHALL CONFORM TO THE Provide R-49 batt.insulation at ceilings sat attics. CO• n J4" I-Xi I- roducts of other manufacturer's equal In design,color FOLLOWING AMERICAN INSTITUTE OF STEEL Car enter shall do all cuttin an Fettin of woodwork 9 Both heating end air conditioning systems shall be 3 v. I ■ architect is alta 9 architect Shall affix t0 p q 9 p g 9 R-3B bats.insulation permitted if covering 100%of 2n p g designed,installed,and/or adjusted contractor to has stem the seal and the notation"altered followed and quality may be substituted if approved by the CONSTRUCTION STANDARDS. required by the plumbing,heating and electrical ceiling area extending over exterior top wall plate. ro iV de for the distribution of heat and air CA. his si nature and the date of such alteration,and a Architect as meeting established design and functional contractors or any other mechanics to Install their work p 9 Criteria. -Code of standard practice For builders and bridges Provide continuous R-8 Insulation at interior or conditioning to all spaces. -Spectfleet Iona for the design,fabrication,and All lumber In contact with concrete/masonry shall be exterior of basement wall or cavityR-13 bait.Insulation specific description of the alteration. All work shall be executed to accordance with the erection of structural steel buildings,including the treated In accordance with(N.Y.S.C.).Sill plates to be The first and feet ng all supply ha and return ductwork 9 9 p at interior basement walls. " i_Xii I-�" best-accepted trade practices and as per commentary and supplements. (2)2 Inch x 6 Inch ACQ.Contractor shall be responsible leaving and returning the air handling unite shall be I i-kj" I-,j" 3" manufacturer's recommenations. to -Specs for Structural joints using ASTM A-325 or ro ensure that the proper means of protection are Tined with 1 inch acoustic lining.The balance of all 3" �� " I J4 V. p J 9 p p � Provide R-10 insulation et basement Blab perimeter 36" ductwork Shall be insulated with I-IR Inch 3/4 Ib. i-)4' l'�t I�u 114 " t( A-490 bolts. utilized during the handling,cutting,drilling,etc.of all In depth.ll required for heated slabs. daneity,lapped and tied with fiberglass tying cord. I- " DISH DISH WASHI 1-rj" The Contractor Is to indicate to the Architect the treated material. proposed dates and hours during which work shall be Provide new copper flashing as dictated by field Provide R-38 batt insulation between cellar-first floor, WATER LAV WASHERWASHERMACHIN WATER LAV LAV LAV WATER t i TUB n i performed. The Contractor Shall prepare and update Conditions.All roofing and related flashing shall be Cutting or the floor Joists to a depth of 1/16 of the first floor-second floor,unless otherwise noted. DIVISION 31 -EARTHUIORK: 7SINK SINKT ti V CLOSET CLOSET CLOSET monthly construction schedulest Completion date may copper or lead coated copper. joist span shelf be permitted except In the middle third Landscaping:all trees and shrubs which interfere with r I Eil � r 1 not be extended without written notice. of the span per(N.YS.C.)Figure R5028. Provide sound attenuating Insulation in all Interior walls. the construction of this project shall be removedt and K< V Provide all necessary joist hangars,connectors,bolts, new ornamental trees and shrubs planted,new lawn areas SHOWER SHOUTER it _ _ 1 N The Contractor shall obtain all required building sleeves,slots,nails,screws,etc.as required to provide Notching,drilling or cutting of TJI floor joists shall be Insulation to basement/cellar shall be mildew resistant shall be seeded after finished grading is complete. T.O.FIRST FLOOR— — o — — — — Ef F1— — — o — — o ►•--1 permits,approvals,underwriters certificate,"C of O," complete job. In Compliance with manufacturer's instructions.see (paperless). See Landscape Plan provided, 11111V Lf Lf Lf and/or completion for all work Indicated for agencles specifications on Engineered Lumber Data Sheet. having Jurisdiction. Provide heavy duty Joist hangars at miccrolam Provide 1 in thick rigid insulation at perimeter of C.O. 2s V. ' 2" CA. 00 gg Storm drainage:contractor will verify requirements of 3 n n 2" C.O. 2" & 2 connection as manufactured by Simpson or approved Double Joist or provide ladder joists at I( Inches O.C. Foundation per(N.YSZJ Section R4033 to protect local authorities for storm drainage. - 2" 2 GA. �� C.O. 3 „ I „ I- „ 3" ,A N The Contractor is to supply owner,in writing,a waiver equal.The Architect shall coordinate all connections of under all partitions running parallel to same.At west water proofing u!!!1 ^ of all Items for himself and all suppliers and major structural members-the Contractor shall notify locations provide space between double joists and Provide new storm water drywell as Indicated on plans. 7 subcontractors,at the time of each payment request. the Architect when all members are to be Installed. block solid at 4B Inches O.G.per(N.Y.S.C.)Figure All Insulation shall have a flame spread rating not dC.-. 85022 greater than 25 and smoke development index not to Provide new septic sstem in front and Including10 ••Do not scale drawings,written dimensions aupereede Provide termite shield at all foundation work per exceed 450 per ASTM E84.Exposed attic Insulation septic tank and leaching pool per plan. v scaled dimensions."• (N.YS.C.)Section R324,compatible with ACQ bill.Set Provide minimum(3)2 Inch x 4 Inch or(3)2 Inch x 6 Inch on floors Shall have a critical radiant flux not less than 1-J4" I-X.. termite shield on sill easier insulation. posts below structural beams/header unless otherwise 0.12 watt per Sq.Cm,per(N.YS.G.)Section R320A, Provide 6 foot construction fence during all phases V. 3" ~ Upon completion or the work,the Contractor shall have noted.Block solid to foundation or Framing below. of construction as dictated b the building department all areas cleaned including but not limited to Provide all reinforcing and mesh for all concrete work FLASHING_ y ha p " ' 0 vacuum) washing and olishin as specified in"Concrete"Section and per(N.YAC.) Provide all necessary temporary bracing,Short etc., and as needed for r acture pert.Provide y bales 1-� I�' n9• 9 polishing. h p y CRT y 9• ^9• and silt fence In rear of property as prescribed by the WATER LAV LAV WATER w U Section R406.4b 4 ASTM A615,A10ro,A996,with until ail framing and sheathing 16 In place. Flashingwork shall Include all flashing required for a Village. PAI. Broom clean affected areas and cart awe all debris. Minimum 40000 psi compressive etran th 9 � 9 E- I.• � CLOSET CLOSET Q J y p p 9 complete Installation of new roofing,trim,entrances,all Provide fire stopping of the type and location per Indicated on drawings. Repair and/or replacement of It Shall be the responsibility of the Contractor to The Contractor le responsible,during all phases of Provide 5/8 Inch round x 18 inch long anchor bolts at (N.YS.C.)Section 86028 and draft-stopping per gutters and downspouts as required to create a water properly tarp all exposed portions of the structure at Q worm.for all construction means,methods,techniques, all foundation wall&at 23 Inched O.C.-minimum 2 per (N.Y-SZ-)Section 8505.12. tight Job. the end of each day until such time as the residence Is ' SHOWER SHOUTER 2 sequences,procedures and safety precautions wall and maximum 12 inches from each corner per completely water tight. T.O.CELLAR 0 W connected therewith (N.YS.C.)Section R403.16.Provide 3 Inch square Contractor shall be responsible for any modifications Fleshing for roofing shall be copper sheet:ASTM,Iboz. "� T —— —..__ ——^— — —— ——— —— — ——— — —J .—— T .-.-— — —— — — —— `— — — /a, washers. which may be required by the Building Inspector,within (0.0216"Xcold rolled). ,Separate all dissimilar metals " 0� Z v Sep Provide Owner and Architect with drawing Illustrating 2 The Contractor shall furnish and Install all material and the scope or the Contract as set forth In the plans or with bituminous coating. Joints to be soldered, all new and existing subsurface utility locations and G.O. 3" i-J� 3„ 2„ GA. J equipment e6 shown,and unless otherwise note,all Provide steel framing members as indicated on pian. as outlined In the proposal,at no additional charge to dimensions.This drawings shall Include water service, - v equipment shall be new and of best quality. the Owner or Architect. Provide zinc coated copper flashing pans at all gas and electric services,drywalls and septic system Fabrication and erection of all structural steel work exterior doors and windows with sills within 12 inches of and all related piping. The Contractor Is responsible For the coordination of shall conform to AISC specifications for the design, Materials for millwork Shall be kiln dried to a moisture roofs below. all necessary inspections during work as well as for final fabrication and erection or structural steel for content lees than 12%. SOILS. building department approval and for obtaining the buildings - latest edition. All windows and doors shall have drip caps. N.Y.S.Underwriters Certificate and the Certificate or Neatly and accurately secure joints so they are fitted Excavate for all footings,foundation walla,and other GA. Q Occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blocked and put together to avoid opening. ouch work as may be necessary to the depths as shown N Countersink.all nails at all trim.the Painter Shall be DIVISION 08-OPENINGS: on the drawings.All trenches for footings,foundations, The Contractor warrants that It Is expert In the type of Steel pipe columns:conform to ASTM A-53,grade B responsible to caulk all trim,Fill and sand holes -ready slabs,etc.shall have level,Solid and undtaturbed < < construction work and method of construction required 3-1/2 Inch round x 0318 Inch wall thickness(extra to paint. Contractor Shall verify dimensions and quantities in the bottoms. � oc:___�� her under.By submitting a contract price,General strong)unless otherwise noted on plans.Prime columns field and report any discrepancies to the Architect.All `fV T Contractor is deemed to have represented that its per(N.YS.C.)Section R4012. Provide fire stopping at all plumbing and electrical rough opening dimensions for doors and windows are Foundations have been designed based upon as TO NEW SANITARY LINE ` Firm,supervisory staff and workman are expert and penetrations both vertically and horizontally to comply the responsibility of the Contractor. assumed soil bearing capacity of 2 tons per square NOTE: /� /� /� 1/ /� }''� experienced in the type,method and performance of All bolts shall be 3/4 inch diameter unless noted with(N.YS.C.). foot.Any visible unstable conditions not brought to I V OT f-�L L �r"tN(Tf^�� I IiON jJ(T I ONJ u E work required,Including the work necessary to produce otherwise,ASTM A-325. Contractor shall review the door swings with the Owner the attention of the Architect shall be the Z the best possible aesthetic appearance for this Provide(6)Sd nails at both ends of all 20 gauge prior to placing and door orders. responsibility of the Contractor. /� /� }� € project,consistent with the Contract Documents,and Provide top and base plates per pians. metal straps. AND LOGAT I ONS TO 5E REVIEWED � that have offered such expertise and experience as an WINDOWS: (see window schedule.) Fill used or encountered underneath foundations and Inducement to the Owner to enter into an agreement with Provide non-Shrtrkk grout at typical bearing plates set Provide TJI floor Joists(see plan For size and slabs shall be compacted to a minimum of 96%maximum 5Y &AN I TARP ENGINEER IN FIELD the Contractor. on masonry/concrete. &peeing)Install In strict compliance with manufacturer's Windows shall be low-E glass. Size and function as installation guide.Provide strand board at all box Indicated.Contractor to verifysizes,(rough openings) dtnsay in accordance with the modified proctor teat. The Contractor shall arrange with the Owner for proper Joist and other framing connectors Shall be beams-double at all openings.Provide lateral 9Maintain on horizontal to vertical slope for any g p p 9with modal numbers prior to ordering windows,and to excavation adjacent to footings. storage or materials on the site so that all Is done in manufactured by Simpson,Taw or approved equal. bracing at all floor Joists per manufacturer.Storage on report any discrepancies to Architect. Project Title: an orderly and eaters fashion. site and Installation shall comply with manufacturer's Where wells are poured to grade,the contractor shall BROAD I I AT�RS Provide galvanized hurricane ties at all roof eaves at requirements. Provide and install all Insect screens,colonial grills backfill against them with clean earth. Gare shall be All site work Including,but not limited to stonr water each rafter. and hardware(as per owner's request). taken to brace the work adequately to prevent disposal and septic system shall meet the requirements Store TJI materials In dry location and protect during deformation or collapse. of all agencies having jurisdiction Including but not All steel to steel connections shall be bolted.Provide construction as recommended by the manufacturer. All glass within(18)Inches of floor to be tempered. ROAD limited to the Nassau County Department of Health or (4)-A325 bolts(3/4 Inch)at all column to beam All materials used for backfill shall be Free of debris the Suffolk County Department of Health. connections. All floor joist shall be bridged at mid-span or at DOORS:(size as indicated on pians) and organic material larger than 2 Inches in diameter, Intervals not to exceed 8 feet. Metal,solid wood SKYLIGHTS:(as indicated on plans) leneth or width. The Owner Shall secure the services of a licensed land Provide aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging is acceptable. surveyor for the final survey. leaders throughout residence.All leader locations shall All glazing in hazardous locations shall be tempered Water shall not be allowed to stand in excavations until be approved by Architect prior to installation. All wall openings,4 feet wide or less,shall have double including glazing In and adjacent to all doors,and In after concrete work has set. Contractor shall remove The Contractor shall provide temporary port-a-san for studs at jambet spans wider than four 4 feet shell have locations meeting all of the Following criteria: such water at his own expense. duration of the project. Steel connections shall be two angle standard double studs for header bearing plus jamb stud. A,)Exposed area of an individual pane Is greater than Dramn-3 connections wherever possible.Connections"if be (9)s Ft. 1, GIUSEPPE ADRAGNA, HEREBY COVER SHEET (VISION 03-CONCRETE: adequate to carr the reaction due to maximum Joists shalt be doubled around all openings,under all q" Temporary sheet piling,phoning or bracing shall banks � eq y B.)Bottom edge fear than(18)Inches above the floors. provided as required to maintain excavation banks Ina CERTIFY TO THE DEPARTMENT OF uniform0y distributed load that the beam Is capable of parallel walls and partitions,and at cantilevers beyond C.)Top edge greater then(36)inches above the bare and stable condition. Qp Conform to the Following codes and standards latest supporting for Its span based on the A.15Z.Safe Load the Foundations wall. floor, BUILDINGS OF THE TOWN OF DATA UC GENERAL editions: Tables. D.)One or more walkingsurfaces within(36)Inches g p SOUTHOLD THAT TO THE BEST OF MY Typical Interior now,non-bearing partitions shall be 2x4 horizontally or the glazing. No blasting shell be permitted. -American Concrete Institute*302 recommended All steel Shall have factory rust Inhibitive coating studs at 16"oc.with 5/8"sheetrock Tape,spackle and PROFESSIONAL KNOWLEDGE THE NOTES practice for concrete floor and slab construction,0301 including inside all Columns. finish as specified. Provide and Install Interior and exterior doors as Contractor shall retain a licensed civil engineer to specifications for structural concrete for butldtn e,0318 perform all cinder end supervision related to DOCUMENTS CONTAINED HEREIN buildin code requirements for concrete. 9 Provide all metal straps From roof rafters down to Typical exterior walls:new construction shall be 2x6 at indicated on plane In Strict accordance with excavation,underground utility Services, g q p yp manufacturer's specifications. (eubatandard-less than 2-ton/sq.Ft.)soils encountered, CONFORM TO THE LATEST 2oa18 Foundation per details as manufactured by Slmpeon or 16"O.C. y INTERNATIONAL CONSERVATION -Concrete Reinforcing Steel Institute Manual of approved equal.All 20 gage&trips shall have six(6) All exterior doors shall have weather stripping as art roads,and Site structural not usual( considered Standard Practice. 8d nails each side.Straps at base of first floor walls Provide lintels or headers at all opernings,whether or of their assemblies. pp 9 p architectural In nature. • which wrap around sill plate shall be stainless steel or not indicated on the plans. Headers at non-bearing CODE AND 2i L N.Y.S o)eCt Scale: -American Societyor Testi Materials(ASTM), double hot dipped galvanized and Inetatied with conditions shall be as follows: Maintain all hardware protective coverings until final All basement walls below grade shall be da stir C4 ofed INTERNATIONAL ENERGY 1000-104-10-5 As Noted ng p g with two conte of asphaltic,self-priming plastic cement, Standards as noted. stainless steel or hot dipped galvanized nails.Provide acceptance trowel or spray applied to walla IF water table Ie CONSERVATION CODE COMPLIANCE. all straps per plans and as required by the building If 4'-0"or less ____. 3-1/2"x 9-1/2"LVL determined to be minimum 2 Feet below basement slab -B.O.CA.Code,and all other local codes and department.All exterior columns with wood posts shall IF 6'-0"or less 3-1/2"x II-1/8"or Hardware shall be accurate( located,secure( Date: Sheet&: . authorities. have galvanized raised post bases and post caps or 5-1/4"x S-1/2"LVL fashioned and operate smoothly. y membrane Semi r. By Anti-Hydro gor equal shall be used September 28, 2023 1 of X galvanized tie downs as required.All main roof If W-0"or less 5-1/4"x 11-1/8"LvL IF water table is higher. Contractor shall verify water NOTE: Provide continuous poured concrete Footing(see plan members including hips and valleys shall have tie downs table in the field. PROGRAMMABLE THERMOSTATIC For size)with Minimum(3)5 bars and continuous 1-1/2 at plate and ride. if a header Is not indicated at a bearing condltlon, Sheet: inch x 3-1/2 inch keyway.Footings shall comply with Inform the Architect before proceeding. CONTROLS WILL BE USED FOR HVAC (N.YS.C-)Section R403. Provide zinc coated copper flashing pans at all Provide cls with ontinuous damp proofing on all Foundation exterior doors and at windows within 12 Inches of lower All walls(exterior)shalt be braced against lateral Selction R4p06L Syste oto extend to boid insulation ttom oFer(N.YSG.) EQUIPMENT. T - 001 . 00 roof lines. loads by structural sheathing,16 ga.Steel strapping,or footings Including 45 degree cant.Backfill shall be let in 1x4 corner bracing. clean bankrun or approved equal not until walls are properly braced per(N.YS.C.)Section R404.1.1. _..._ ----- ------- -_- ----------- \ ; 1- -- - (------------- ---- - I - I - - r_ -- ; 1 w CO U ' 1 / !\ /� IMPR01iEI I M_ o 9� D LOT 1 I / �/ I I \ I N RESIDENCE \ 1 I ! ! I \ I ! b � { 1 - -�■■■ - - --. . . ■■■■� ■ ■ .a■., . .,.L.axy ■ ■ ..r:.. . . .,T.■ . . i N 108'2fd' a" \\ PUBLIC WATER `\ rr \\\ I N �_ ILI .■■.. . ■...■ n 0 i o i r I■ T --'- - . . .�.. ■ o ♦� I 1 ! 1 ! I �' ■■�■ ■ ■ �■�■� ■ ■ ■ ■ ■■■■ ■ ■ ■ ■ \ \� \ 1 ! I 1 I \ I / I I :111 , a ra �� / I / I, ! I I l 1 \ ��� ■ ■ \ ■ ■ ■�■■■ ■ ■ ■ ■ \ 3-70.01 I 1 \\ I 1 Z P. p R ii ha I el I \ ! I I 1 _ \\ \ \�\SILT FENCE? \\ \ �■ ■ ■ ■ ■■■ill- ■ �■ ■ ■ aim i ■ �■■■ ■ I I Fj" r, t ♦ I // ! / 0� \ - \ I 1 \ 1 \ ■ -■'� - �■ ■�■o■, ■ ■ �■�■� ___�L ' m -, 0� .- IN ■ ' ■ ■ ■�� ■ ■ �a ■ ■ o LZ R, 1 qv. CID CC) co 35 01'. I I ,-------- uN \ \ ��\� I \ 2 p1�, \\ ( ■ Q \\\ it 6 ,1� ♦ 1 Pq 1, ��\ / 1 TE i PI]-2 I \ \Q \ �1 1� I z !v � tom. •' \ 1 1 \ \ \ \ ` \ \ �\ $�� \ / I ' TFT I I GiRAVEL , \\ .; \ \\ \ \ \ \ \ \ \ I I r WETLANDS REDUCTION i \ >, na4o sciFr.�: \ DECK \ \ \ \ 1 \ \ �... /\ 1 1 \ \ P D (460 SQ.FT.) \ \ I I TO "BUILDABLE LAND" I \ \\ \\ e, �\ 1 :, i ► \ w-iJ - T R.�1'� IN \ \\ POOL \\ \ \\ \\ \\ \\ i I I r Z I i77 �� A E L, R �.0 \NYO +tsbl ELEV 12 �\ �\ \ \ i \ ! I I M r \ 109.1r I Xl zl \ .\ !\ 2 S ) I \ s m \ \ \ 1 I I -I Z Q� ♦ \ \ \ \ I _-- ! _ _ _ _ _ ]R \ a M \ \ \ 1 \ 1 I CROSS LOT AREA = 32,105 rJQF� ■ � I%- \11.56' \ \ I I \3230' ! \ I �.�' POOL \� 11 m \\ \ 1 I \ \ minus 3,233 SQFT. of WETLANDS X20 TERRACE \ \ 1 \ 11 1 I \ 1 1 1 I 28,812 SQFT. NET LOT AREA I O CCES�3 1 1 (1056 SQ-FT.) 2001 1 \ I I -C1DA1- \ II 1 3 1001 5�-�B GK \ I ` II I b ■ �A\RA E 1 I \ 1 I \ I rtD I \ ! �1 ■ U i i m 18 m0 1'" , \ IIII_C I I I \ \ \ ! I 1 1 I = L - - -1 ' - - - I- - - - -1 L-i- I - - - - - - - J - - - 1 In - - - - \ - I- - -! - -19fd.9(d- - - \ \ - -! ` ! ■ -q \ 1- - `� I , - J- - - -1 - 1-Im- I -\ - \ -- I O A \ \ I ------ ----� ---U-------------- 1---rs----------DSAS-�no' I I I I N 1 ro 1 1 - ! 1 1 1 ! "� +' �-86.43' `'iS r-------------- --------------l i I I �a ----T--- u'-----L-----•BURIEp ELECTRIC-------- --- - / ! I B 1 I ! 1 I 1 - BURIEp ELECTRIC-- 1---------------------- I------------r-----� ------ 11 UP I i ! I --------------------- ------------ -{}_ =-==----- --------------------- --------------------•WATER -----1---------------T----------------- -------- -----I ------------- --------------7----�4•WATER-------t--- ♦ PROPOSED ! I t 1 PROPOSED UTILITIES TO ! / \ I I l ( I / ' I .I 1 I m ■ I I I BE CONNECTED IN 1 I ( / \ / I / I D Y) ♦ WATER METER I 1 \ I / / / \ \ I i I I I Z (CS r I I ACCORDANCE TO TOWN I \ / AND UTILITY STANDARDS \ ' / / / / \ �\ I SILT FENCE O U Tal-a- - ■rrir� ■ . �■ia ��a ■a��_■ - � r ■�� ■.1 �r■�- --�*�_r.�l■ ■ �a ■ �r ■ ■ �� �f ■. -■ ■ �" ■ ■ o ■/� �- ----J■ �,■ ■ �� ■ ■\\� ■ ■ � ■ ■ �� ■ ■ -� ■ � ■ ■ � ■ ■ � ■ ■ �,� ■ ii��i ■ ■ ■ � ■ ■ ��� ■ ■ r� ■ ■ �� ■ ■ �� ■ ■ � ■ ■'� ■(■ � ■ ■ ■ �� ■I■ L ■ � i ■ � ■ ■ �■� ■ ■ -- ---- - -I---- ' --1---- - ----------- '''�'� / l., \ - - -- ' ----- x; / / / I 1 / - -- - I I -I 2�i� / -- -- • --- - I IMPRbVED LOT �� 1 r / / / 1. J I+ - i -I- m 0 RESIDENCE I l /l / �/ PUBLIC WATER j / / Cz 61 TE_ ALAN _ o / SCALE : 1" - 15'-0" LTJ �1 ------------- - -_ - - I I Sign 4 Seal: ZONING INFORM,4TION ZONE: R-4.O DESCRIPTION MAX/MIN PERMITTED PROPOSED I 15'-5" I I I REDA/ZL. MAJOR OMSIONS O"W° TYPICAL NAMES SYMSOLB LOT AREA 40,000 s ft. 32,105 sgft. GROSS I PROPOSED I I `c����ER.^p,�y/). sq,ft. s ft. NET I I C7 o Fn 'i FIRST FLOOR 2,534.91 s .ft. I I �I► ,► 1 2 $ 4 LOT WIDTH 150.0ft. MIN. t 10' o =1cv SECOND FLOOR 1689.50 s .ft. I I 4 I I �• LOT DEPTH 115.0ft. MIN. * 310' L TOTAL 4,224.41 s .ft. I I �' ■ GW WELL-GRADED GRAVELS,GRAVEL-SAPID MIXTURES, 1k.52z $!f LITTLE ORNoFINES. FRONT YARD 50.0' 106.13' I MAX ALLOWED:4,231.2 SQFT. I N - ,�� n a �+ri POORLY GRADED GRAVELS OR GRAVELSAND MIXTURES. - - ' GI- I i It Is a f tIQ#bec�r ,unless acting w LITTLE OR NO FINES REAR YARD 50.0' 190.90' ,� under th tect,to alter W , I I an,tem Ina a FIN g the seal of an n� rn S G11� SILTY GRAVELS,GRAVEL-SMMILT MDRURES. SIDE YARD 15.01 15.95' architect Is alte g architect shall affix to - his item the seal and the notation"altered b�'followed SIDE YARD 15.0' 20.25' - ----- - - ------ Q ■ 1 --- - --- --- - by his signature and the date of such alteration,and a r E GC CCAYEYGRAVELS,GRAVEL-SAND-CLAY MIXTURES. ( - � I , specific descnptlon of the alteration. V SIDE YARD AGG. 35.0' 35.04 I II3 u w w WELL-GRADED SANDS.GRAVELLY SANDS,LITTLE OR NO 40 10 15'-4 " m 612 SW FINES. FLOOR AREA MAX. 4,231-2 SQFT. 4,224.41 SQFT. POORLY GRADED SANDS OR GRAVELLY SANDS.LTT'TLE OR tz a 62 SF' NOFINES LOT COVERAGE 20io 5,114.4 sgTt. 4,123 SQFT. 1636 % - J I I; T, ,_,^F ff � d I _ _ a ww to SM SILTYSANDS,SANDSILTMIXTURES. BUILDING HT. 21/2 STORIES -- 35ft 28'-9" c uY _ L. J d >, _ J d) v u) C CLAYEY SANDS.SAND-CLAY MIXTURES. MAX. GROSS FLOOR AREA: CD w �7V 3,350 SQFT. PLUS 10% OF LOT AREA IN EXCESS OF 20,000 �- ll�� N .� 28,812 SF. - 20,000 8,812 SF. __ ' -- -4- - to N to INOROANICSXTSANDveRYFMSNOM#ROCKM.V� SXTYOR 8,812 SF, x 10io f- } M L CLAYEY FINE BANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY = 881.2 S.F. �� - J ) z 10 3,350 + 8812 = 4,231.2 SQFT. 1 $N C? /� INORMUM BAYS OF LOW TO MEDIUM"TICRY GRAVELLY CLAYS, epi �tf 0 V L SANDY CLAYS,SILTY CLAYS.LEAN CLAYS go r E LOT COVERAGE/ BUILDING AREA: __ _,\x __ - `� I i a. - ( v! :✓ 0 W ORGAN IC SILTS AND ORGANIC SILTY CLAYS OF LOW RESIDENCE 2568 f' I "'A =1 �' / or LJ U rn � _J OL PLASTICITY. FRONT PORCH 139 __ --/; -- I _� _ J' Q REAR DECK 460 -- -- to $ INORGANIC SILTS,MICACEOUS OR DISTOMACEOUS FINE v �- - MH POOL 8mm li T- _ _ I j Q t 2 SANDY OR SILTY SOILS,ELASTIC SILTS. GARAGE 156 DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC - "t I L:. d1 CH < Z INORGANIC CLAYS OF HIGH PLASTICITY.FAT CLAYS WHERE GRADE EXCEEDS 2% GREATER ' T'� as Q vl 1 4,123 SQFT. 2� NEEDED WITHOUT WIRE MSTEE OR ORT i �` \ �' F_-- w -� _© a /\ \ WOOD POST I U Z a N ORGANIC CLAYS OF MEDIUM TO HIGH PU1S71CITY, ROADWAY \ {j _ I IN I g -� O• ' ORGANIC SILTS. / ////TyTy/�/ FILTER,FABRIC SECURELY TO UPSTREAM e^ � J I f l7 \�\\�\�\ /\ ATTACH FILTER FABRIC 1 _ _ I ---- -- --- - -- --- - - --- - SECTION A-A SIDE OF POST ry � FLOW I� 1 u n I y I I n \ -- n d i 3 u NOTE: / = :� 4 -2 25 -11- 6� 13 -m I 14 -11 ! - 13 --1 8 -7- I STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES - -OR OTHER APPROVED METHODS r OR CONTINUOUS BERM OF TO CHANNEUZE RUNOFF TO L \ - EQUIVELENT HEIGHT ''.' - - i -1 C -- - E OBSERVED BY: OBSERVED BY: BASIN AS REQUIRED. . ,::.. ' � / I c' i n \ Z TEST PIT 1 GIUSEf'F'E ADRAGNA, R.A. TEST PIT 2 GIUSEPPE ADRAGNA, R.A. \ / '' y LIG."040151 LIG.«040151 SUPPLY WATER TO WASH / ////// //\\//\ WIRE SUPPORT FENCE :: \ 10' MAXIMUM SPACING WITH - - - - ``- WHEELS IF NECESSARY \\�\ \�� 6' MAXIMUM SPACING WITHOUT DIG DATE: JULY 11, 2023 DIG DATE: JULY 11, 2023 WIRE SUPPORT FENCE TIME: 11:30 am. TIME: 12:00P.M. - WEATHER: 82` MOSTLY SUNNY WEATHER: 82" M STLY SUNNY START GROUND ELEV.: 15.0' START GROUND ELEV.: 11.0' f TEFL OR WOOD POST L- - 0 1 I 36" HIGH MAX. l. / -' _ _ - I. _' p I ,1: Protect Title! . O DEPTH OF PIT: 15.0' DEPTH OF PIT: 11.0' FLOW _ �� '�� FI_Ow C GROUND WATER: 14.5' (EL. 0.5') GROUND WATER- 10-5' (EL. 0.5') � ' -t- , -- - ---- -- --- -- -- -_ - - BRO ERS - - -- - - -- _ F- ADWA MATERIAL GLASS OF MATERIAL GLASS OF � a � - FLOW I - �r - - - - - - - - DEPTH DESCRIPTION MATERIAL DEPTH (FT.) DESCRIPTION MATERIAL o L .. - l PONDING HEIGHT PONDING HEIGHT , i I ROAD � ° ♦ 2`-3" ° � 3/4` MIN. DRAIN ROCK - � 1, TOP SOIL 11-65 1, TOP SOIL 11-65 ° I COURSE AGGREGATE vol 12' MIN. FLOW 9" MAX. MIN. it THICK ° .4- B. - '� STORAGE HT. I - , ........ .. ... n!w. Drain Title: 0, COARSE SAND GW ✓��\\\ \\ ng GRAVEL 6-65 COARSE SAND GW ` // ///.� \/j a GRAVEL \_ 12" MIN. /\ \\i\\ 12` MIN. \,,-A \�\\ Pix / _1 6-65 DIVERSION RIDGE i\ / - SITE PLAN 9 SG _-_- 10.5' ROUND WATER COUNTERED- 50' MIN. BACKFILL TRENCH CA TED \�\\/l� 14 -11 � i 14'-1 i' 14 i-11 i' � 14'-11� i I i i � - 141-11111 00 SILTY CLAY 10-65 0.0' il' - I I -�- -� r- END OF PIT g I1. - -.- - ,� - ,.- - -r--- - - TRENCH DETAIL IN WITHOUT TRENCHING _ '- FINE BAND,SAND, SM NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT SILT 5-65 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY NOTES: Protect N: Scab: 14.5' ROUND WATER NCOUNTERED- REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE 5.0 END OF PIT tv 15, 5'01 TO TRAP SEDIMENT. PONDING EFFICIENCY. 1000-104-10-5 As Noted 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE PUBLIC RIGHT-OF-WAY. SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE Dam' Sheet S: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED HEIGHT. WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL September 28, 2023 x of x SEDIMENT BASIN. NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY I Sheet: STABILIZED. NOTE: PER UNITED STATES DEPARTMENT OF TEMPORARY GRAVEL CONSTRUCTION FIRST FLOOR 1='L,4N SCALE : N.T.S. SECOND FLOOR FLAN SCALE : N.T.S. SP - 101 . 00 THE INTERIOR GEOLOGICAL SURVEY ENTRANCE/EXIT DETAIL SILT FENCE DETAIL WATER-SUPPLY PAPER 1619-GG PRINT 3 SCALE: NT's SCALE: NTS HIGHEST GROUND WATER TO BE AT EL. 0.0 i ---------------- i` ----------- ' - _ _ _ RIM 0 11.0' l - INV m 13.80' 651 1 LOT I I \ / 1{\� RESIDENCE \ 1 1 .� ! e ■ ® ■ ■ ■ ■ e / t I N10802310011 ( 1 PUBLIC u4TEiR1 /� o ♦� / EEF ------------------------- / - ■ ■ \\ \\ \ I Q o "z , -------/------------------ LE CNINCx � I I I ® e ■ ■■® e e � ', � /;�- - ---FOOL---- - - - I ® " a ■ �+! ® ■ e e ■ \ \ 3-70.0 1 1 z U .•' � � ----- 1IN IN INV 13.80; I i RIM 1 _0' I 1 ----------- -----------------\------ to aT ■ e ■ e e 1 0 0 ----------------- POOL TERRACE -k \ \ ■ _ .�. � ,� l ♦ ! �, I / ,� a.m'� INV g 1�.5mi I 1 / \ \-------_�. _,- _- I �' ! ! , I / �, , O I ► I \ , 4 DECK a------------------- S TEST PIT-1 / \ i `� \i ro y / - �\ O / \ 0 \ �, a a =6 CONTRI L \ \ \ \ \ - O I I ♦ . ,� \ ' , '\ ii I ' 4" CAST BLO R LIN 1 . ��, \ �`, \ l \\\ \ \ 3 Cd IRON ERFE-�+- I. o\� II 1 1 _e" /FT. MIN. II \ _ \ ; 1� \\ \\ \ \ c� �� II \ j ® / i/• I \ .. 1 , I \\�\ T NK J - -lm.m-- \ "71 ?r II \ 6 ; \ \ \ \\ co Co c� A -, 1: i D S. m \ SEPTIC) 55.19' , \ ------ ----------- \ ♦ ,'\ 1 \ .. 1 .. B�X z B� iGLEAN OUT ( i \ \ TEST Pf -2 0 0 0 \ \ y. \. \ \i I i \\ \\ z ., � COiiTII IIS \, \ . eRAVEL \ \ \ i \ \ \ \ ♦ \ \ \ \ DRIvEW,4 T \ \ IDEGk I \ ♦ i \ \ \. \ '1184 S .1=T). \ : \ - 1 \ \ r - \ \ \ \ \ a a \ \ I \ \ A \ \ \\ \ \ \ I \ PROPO D \ > DRIVEWAY ----- -- =---. --=- --1 -- ' w -jJ - GJ' T0R� U,� L L. IN t \ ♦ \�\ - A-1 \ I / i \ 1 \ lrob-I i \\ POOL + \ \ \ ELEV 121 \ ELLAR 1.00I L�L K #0 5Q.F-T.) \ I \ \ POOL \ \ \ 1 ttti II�'9 ,�',; '� \ \ I = a 11 I TERRACE m� r \ `\ `\ \ CCS 5 . 3-C o ° 1 I �IQa(0 5Q.FT,) \ \ \ 1 4/ ,';' \ \ \ I TIT 8.00O!LL!�' ) \ 1\ I I I ♦ '� \ \ \ \ \ l (z�,C71� \ i 1 12.1' 1 I / I 121 I i 1 1 I 14--) i I + Is - / + 125 � 1 1 \ I � U) co � I Q) 0 CO i; I I 0 I I I ! / 1 \ -}, -------�-- i ♦ I , "\ \\ I \\ \\ �1 ' t -1------- --I- r--- �' mo�� -[SAS % / I I I 1 1 I C ---BURIED ELECTRIC-----------{------------ ---------- -------------- �- --------- ---- --------------�-----BURIED ELECTRIC - ----------��-__- o I � ---- -- -----�-- ------- --- 1 I I z u,------�- 1 1- -�-,- fi- - ------!------------- - ------------------- ------------ -----------�- I a- --p--==-==-- --------------- --------------------WATER------ -------------------------- ---------------------I-------------- -------------- -- - -WATER-------f---- ♦ PROPOSED I I 1 1 PROPOSED UTILITIES TO I ' -------------�--------I---- --------- I----------- B� GONNE�'TED 1N --- 1-----\ I ------------/---__'��------- ------ / \ \\ ------------------------ I I / I ® WATER METER--- -------- ,------ ----------�- ----------- --------------- ----------------- --------------------------------- - --- ----- -------/----- -- +, a) ACCORDANCE TO TOWN I \ / / / / \ \ I - r----- a �: AND UTILITI' STANDARDS ■ ■ ■ n' -■-■- `tlllll ■ ■ ■ -�-® ■_ ■_ Iwililiiiiiiiiisiii ■-_■. Emmolln ■ ■., IN ■ ■ OMEN ■ ■ Ili ■ ■.e ■ ■ ■/ ■ N."!!0!777! /■ IN IN ■\ ■ ■ ■ ■ ■ ■ IN ■ = ■ ■ e ■ ININ ■ Itis ■ ■ ■ / ■ ■ ' C v X, ---------1- -------------- ',;; o I - 1 ;, ------------/-------------- Q 5 1 �-� \uJ \ / / CAST IRON �tFdME AND COVER LOT TO GRADE If RESIDENCE (TIGHT-FITTING TO PREVENT / / 91gn 4 Sea l: FINALGRADE SURFACE MATER ENTRANCE) 4"O.PIPELINEpU�LIC WATER TIGHT JOINT If , MIN.SLOPE 1/8"/FT. 1ABAFFLE DI EE PL,4N R.S.MAX. /t�-/�• C PPE K. ��y��•� 5TORMWATER DRAINAGE SCALE : la I0'-0" S>'4NIT>�iR`1' SYSTEM RIM ELEV. VARIES 2FT.MiN. PROVIDE COLLARS TO MAINTAIN 3'PRECAST CONCRETE NOTE:ALL OUTLETS INVERT ELEV. 6"POURED-IN-PLACE AT SAME ELEVATION TIGHT JOINT TIGHT JOINT MIN.SLOPE 1/8".FT, It 15 a N�c f tlp409Sr ,unless acting SCUM BAFFLE-1B '- -� under th I - Itect,to alter ® 3,. an Item In a a �'e'1 g the seal of an 1.7 a r- CHAMBER Volume gal - INV�RT �4-'�}2 -- __ - INVERT JNVERT architect Is site g architect shall affixELEVto Sedimentation Chamber 397 IN1/ERT 1425' -- 6"MIN. hIs Item the seal and the notation"altered by"followed INVERT ELEV. Anaerobic Filtration Chamber 396 INVERT _I�.��_-__-__-__-_ -__-_ by his signature and the date of such alteration,and a - AIR LIRFT�P'AUTMP Aerobic Contact Filtration Chamber 161 NOTES: 13. THE TRANSPORT PIPE SHALL HAVE A CONTINUOUS SLOPE TO 6 14.08 DISTRIBUTION BOX specific description of the alteration. ® Clarification Chamber 90 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ALLOW THE PIPE TO DRAIN IN BETWEEN PUMP CYCLES. FUJI CE I0 D 13 83 ISINFECTION oo CYLINDER(OPTIONAL) Disinfection Chamber 6 ARRIVING ON SITE USING A METHOD APPROVED 8Y THE 14. PROVIDE A RESIDUAL HEAD OF 5' AT THE END OF EACH TREATMENT TANK 4'INLET PIP ('OUTLET PIPE DISTRIBUTION BOX TotalVDlume 1069 MANUFACTURER. LATERAL CONTRACTOR SHALL DO A SQUIRT TEST TO DOCUMENT DISTRIBUTION ' �7,Al 4 A 2. THE ENGINEERING OF RECORD, A SUFFOLK COUNTY THIS REQUIREMENT IS MET. BOX 4�3 L i um I SPECIFICATIONS REPRESENTATIVE AND A FUJICLEAN REPRESENTATIVE SHALL 15. EVERY FIFTH ORIFICE TO BE INSTALLED IN THE 6 O'CLOCK SCALE: NTS Anaerobic Media PP/PE OBSERVE THE SEPTIC SYSTEM PRIOR TO BACKFILLING. POSITION TO ALLOW THE LATERAL TO DRAIN IN BETWEEN Board Type Aerobic Media PVC/PP/PE 10' X 1m i /�/'� /'� V DIA- 4224 CFO'SECTION 3""25' (D '-EFFLUENT Aerobic Media PP/PE 3. A FUJI CLEAN REPRESENTATIVE WILL BE PRESENT DURING CYCLES. PLACE AN ORIFICE SHIELD UNDER THE PIPE AT THE - LEACNINCx POOL DRA IN,4GE DESIGN U • AIR LIFT PUMP COEFFICIENTS: ROOF: IJP IMPERVIOUS: I.0 GRAVEL:0.8 INLET GAFF C� Blower 3.5 cfrtl SYSTEM START UP. LOCATION OF THE DRAIN HOLES TO PREVENT SCOURING. 8 � N Tank FRP 4. THE OWTS INSTALLER SHALL HOLD APPROPRIATE I/A OWTS 16. A HOUSE TRAP SHALL NOT BE INSTALLED UPSTREAM OF THE DRAINAGE ROOF GARAGE GRAVEL DR TERRACES POOL t DRAINAGE DRYWELL EFFECTIVE DRAINAGE CD Piping PVC/PP/PE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH TREATMENT TANK. THE TREATMENT TANK SHALL VENT THROUGH SYSTEM AREA(6.0 AREA 4.0 AREA(0) AREA(0) ERRACE(e.f. REQ'D(C.0 NUMBER DEPTH(Ft.) PROVIDED j d) Access Covers PlastChorine ab is AND SHALL BE AN AUTHORIZED INSTALLER. THE SEWER PIPE NO ADDITIONAL VENTING IS REQUIRED. A 0 '156 1,910/1,516 0 0 883.0 A-1 14 591 C.P. 00 4•AIR INTAKE Disinfectant Optional Chlorine Tablets RECIRCULATION PIP,/ LOW BAFFLE .J 5. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT 17. MAINTAIN A MINIMUM COVER OF 4.5' OVER THE PROPOSED WATER SUBTOTAL 591 c.f. ^ FLOW OPENING(TVP. (CLEANING OPENING) B SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH. SUPPLY LINE z PLAN VIE%N 6. THE SURVEYOR OF RECORD SHALL PROVIDE RECORD SURVEY AS 18. ALL COMMUNICATIONS & ELECTRIC LINES TO THE CONTROL 0 B 2310 0 0 139 0 61225 5-1 8 33-1 r-S. M REQUIRED BY SCDH. PANEL AND TO THE OWTS SHALL BE INSTALLED IN PVC PIPES. 5-2 8 331 c_P. u 7. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN DIRECT BURY SHALL NOT BE ALLOWED. ,,DISINFECTION 4•ACCESS COVER CYLINDER(OPTIONAL) THE MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL 19. THE ORENCO EQUIPMENT SHALL BE INSTALLED ACCORDING TO 1L O^ tt 1N�'I1T* �j 1- U) 2(r ACCESS COVE 20'ACCESS COVE ACCESS COVE �Y- ui`11L��� __ __- "+ Q mP) mP> 0 P) BE PROVIDED TO SCDH. THE SERVICE CONTRACT SHALL BE FOR THE INSTALLATION INSTRUCTIONS PROVIDED BY ORENCO AT THE SUBTOTAL 2362 r-S. W U 1 LOW OPENING A MINIMUM OF 3-YEARS AND SHALL COVER INSPECTION AND TIME OF DELIVERY. NON-CONFORMANCE WITH THE INSTRUCTIONS _ C 258 1 0 1 0 460 1886 651.0 C-1 8 331 C.P. Q ..] MAINTENANCE OF THE DOSING PUMP AND DRAINFIELD. WILL VOID THE ORENCO WARRANTIES. I I C-2 8 331 c_P. ,Q COWNTA MEGA 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF 20. SPLICING IS NOT ALLOWED BETWEEN THE PUMP BASIN SPLICE SUBTOTAL 843 F. � THE OWTS. BOX AND THE ORENCO CONTROL PANEL. TOTAL 2,568 1 756 1,910/1,516 I 5991886 184625 TOT AL 4 386 c.f. (9 9. CONTRACTOR SHALL CONFIRM INVERT ELEVATION PRIOR TO 21. SPLICES MUST BE PERFORMED WITH THE WATERPROOF WIRE - 1•}1a!4�ST Czfi20U�UJA j2 Y L 0 5'__-__-__-__-__-__- _,�___-__-__-__-__-__- Z CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF NUTS OR THE WATERTIGHT CLICKTIGHT CONNECTION SUPPLIED NOTES: rt1 ® RECORD OF ANY DISCREPANCIES. BY ORENCO. USE OF OTHER WIRE NUTS WILL VOID THE ORENCO 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU V = ECIRCULATION 10. PROVIDE DEDICATED BREAKERS IN THE MAIN DWELLING WARRANTIES FOR THE PUMP AND FLOAT SWITCHES. I �'j' j COUNTY AND/OR VILLAGE STANDARDS. qO AIF LIFT PUMP I `t f ' I s ® s o ELECTRICAL PANEL FOR THE OWTS AND PUMP BASIN. 22. DISCHARGE PUMP FLOAT SWITCH DIAGRAM DRAWN FOR 2. ALL STORM DRAINAGE PIPING TO BE 6 HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE a � ® 11. ALL 20" RISER PAN, SAFETY GRATE, AND COVERS SHALL BE ILLUSTRATION PURPOSES ONLY. WIRING SHALL BE PERFORMED IN I UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6.0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. < 5- 4'-11' ® 4'-I' TUF-TITE RISER 20-RISP-GREEN, COVER 20-RISL FLAT, AND ACCORDANCE WITH THE WIRING DIAGRAM SUPPLIED AT DELIVERY. 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12- ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME. ORENCO 20" RG20 SAFETY GRATE. AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. O O 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL ® EROB,cMEDw 12. ALL 24" RISERS, SAFETY PANS, AND COVERS SHALL BE TUF-TITE RISER 24-RISP-GREEN, COVER 24-RISL FLAT, AND 24" 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. ERATION ASSEMBLY ORENCO RG24 SAFETY GRATE. E FINISH GRADE z SECTION A-A VIEW J CONCRETE \ 1/2" PRESSURE TREATED REFER TO PLAN FOR € CUT POST AT AN ANGLE OPEN OR SOLID COVER AND GRATE BRICKED TO SECTION B-B VIEW AS REO'D GRADE BRICK UP COVER BELOW Z MIN MOUNTING BOARDS TO ALLOW WATER TO FRAME RADE BY„CONTRAC OR IN 4" DIA. PIPE MIN. Z REINFORCED CONCRETE FIELD G(ALLOW 4 MIN. I2 MA COVER SLAB - T FFIC TIGHT JOINTS I FUJI CLEAN NEMA 4X RUN OFF FOR AdJUSTMFM� C.I. FRAME & GRATE TOP R SL RATEID�ip MIN. SLOPE 1/8" FT. CONTROL PANEL RIM ELEV. 6 THICK55 AT 6 E.W. 8" CONCRETE TOP 4t Project Title: C MINIMUM I/�A OWTS - -I SEDROOM -- -�- OUT ORENCO NEMA 4X TOP L RING ELEV. 2. Mlnii SEE PIAN FOR FRAME AND COVER TYPE BROADWATERS "' IN s MI ELEC SERVICE HDPE INLET PIPE -1-10 C �4LLON5 PER Dr41' G,4PCIT�1' REQUIRED FOR DI TRIBUTION POOL a CONTROL PANEL (FOR SIZE AND INVERT +- TOP ELEV. TO AIR PUMP SEE PLAN) ROAD 3'-0" � � III I I II 4- I RECAST CONC. e< MINO- MIN. I , AIR PRESSURE ®h - - - -- ELEC SERVICE ,�, E STORM DRAIN U5E FUJI CE 10 - 900 GALLON CAPACITY � N ALARM TUBE TO PUMP BASIN GEOTEXTILErM\ <' a CONTROL WIRING 0 I , W T 1 e ®®®®® _ _ __ Drawing Title: LECI--IINC-� SYSTEM DESIGN _ _ ___ 000000000 I z TREATMENT TANK a DRAINAGE & � Jz �OOOf�DOC]C7C7C �' Lu I_I 0000®0000 PRESSURE TREATED ®®®®� - -I BEDROOMS x 150 C ,4L./ BEDROOM/ D �' = 100 GAL/ D 41' DE51CN `�,� 000000000 ®®®t�l� - --- `° I� GROUND WATER I 000000000 W WEATHER RESISTANT M 4X4 POSTS _ _ _ SANITARY 550 SQ.FT. LEACHING POOL 51DEWALL REQUIRED a00000000ENCLOSURE ®®®®® _ ----{ � �Lu N _ I f4- I .- 3'-0" MIN. @Y MANUFACTURER ED QUICK DISCONNECT ®®®®® SITE PLAN USE �1) 10 x 18 DE3.P LEACHING POOL, ��� SQT. PROVIDED I ,D'0 TO GROUND ".. BACKFILL UNDER AND AROUND ORYwELL WATER MIDWEST P065P ®(are®® S W WITH GRANULAR MATERIAL CONTAINING I 6' PENETRATION INTO ACCEPTABLE "; ° LESS THEN 15% FINE SAND, SILT & CLAY. LEACHING MATERIAL I MAC 8OR AIR ®®ta®® - - -- BOTTOM OF - EXICEED 5%AY FRACTION NOT TO SEE SOIL ACCEPTABLEING LEACHINGGDEPTH TOMATERIAL BLOWER AS NOTED ON N i E Project#: Scale: 1200 GAL/ DAY / 2 GAL/ DAA►' _ &00 Sel.ft. OF 51DE WALL 5URFACE REQ'D ) � � . 1000-104-10-6 As Noted �; PNEUMATIC HOSE M1 I MINIMUM TO ` a.. j • RING DEPTH MAY BE GREATER �� r 6' MIN. PENETRATION JTZ ;�, v'a', ,':' `� GROUND WATER THAN EFFECTIVE DEPTH TO DOSING PUMP ti INTO ACCEPTABLE Date: Sheet#: \ _ 4 THICK PRECAST ELEC SUPPLY LEACHING MATERIAL BACKFILL UNDER AND AROUND DRYWELL October 11, 2023 x of x U51NC 1014) LEACHING POOLS = X000 s .ft. / 31.4 S .ft./ V.F. = 19.1 V.F. IREOID -- ----- CONTROL LINES TO CONCRETE PAD FROM DWELLING WITH GRANULAR MATERIAL CONTAINING q LESS THAN 15% FINE SAND, SILT & TREATMENT TANK CLAY, (SILT & CLAY FRACTION NOT TO 5heet: 1 1 PT I C C L. JN®l� LEACHING POOLVIRGIN STRATA EXCEED 5%) U5E (2) 10',P X 10 DEEP LEACHING POOL NOT TO SCALE CONTROL PANELri_� SP - 102 . 00 = 20ft EFFECTIVE DEPTH SCALE 11.011 NTS C-1 I C-1 DRYWELL SCALE: NTS RAILING NOTE: HANDRAILS 4 GUARDS TO BE MINIMUM36" ABOVE NOSING OF TREADS NOTE: INTERMEDIATE RAILS SHALL RESTRICT PASSAGE OF 4"SPHERE CAS PER 2020 INTERMEDIATE RAILINGS NYSRC SECTION: R-311.18 SHALL RESTRICT PASSAGE OF A 4" SPHERE ¢ I------------ L----------- I STAIR TREAD AND RISERS To TRIANGULAR OPENING FORMED BY RISER TREAD E I 1 40'-l02' CONFORM TO 2020 NYS R3n.19 0 BOT. RAIL OF GUARD TO RESIST PASSAGE OF ------------J 25'-52' I ----------------------------------------- uv 6" SPHERE 1-------------I I t 1 ---------- 6x6 TREATED -2' 3'-2' 4'-6 a. NOTE: I _ _---------J POST TO PIER 2 ® ® 2 s 0o FOUNDATION ❑❑ 10 •d a,. w PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ..'. . 4 - =IN o AT ALL F FRAMING CONNECTIONS. FOR DETAILS SPEC z �E oSIZES AND NAILING REFER TO DATA SHEET WET BAR o 4 -------------21------------------- ° ; 4'-6 -d -0 in Ca 'd AS FIREPLACE INSERT S- PROVIDE NOTE' 1 e - PROVIDE TEMPE SH AIR INTAKE p SS DOORS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT I - PROVIDE M"G NCENTRIC FLUE DU N a W INC UNIT AS SPECIFIED IN NYSRC E3902. 1 - PROVIDE t>4" C NBUSTION AIR DUC o DWELL PE ED 1e DECK ABOVE 6' =;N Z 1L Ike I o N 0 PRIMARY , NOTE: i WOOD [)ECKn CABANA INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT 1 `� /401 loa co o co CQW/ RIGID DUCT TO EXTERIOR. IF= NOT SPECIFIED USE 100 CFM 001 �l�T°6w V o rn M VENT 43: 928 RE 'D O O O I KING _ BED z cit c*� NOTE: I ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. i 3 DRAIN TO O 0 UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.12 6+a BELOW © mum . GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING i e , m PER 2020 NYSRC SECTIONS 8602 8302.11 I 1 -o O III-liltO 6 N 0- 2 Q .•.. �V ------------ Wro LLI IL .e . .. .". e. .. . . :e. c0 °. . . NOTE: ------------ + / GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 20200- e NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING `a.: 25'_0' Q_� O OF TREADS AND COMPLY WITH 2020 NYSRG R-31183 BATHROOM Q�a 002 ° U E PROVIDE 80 CFM— NOTE: e EXHAUST FAN VENT •' LIJ SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS LOUNGE W/RIGID DUCT TO a L` OS 't AND CEILINGS. 003 EXTERIOR TEMP LASS - 10�J - ^ G f1 . O J " A IL LIVING ROOM , v O 0 W SHOWER 'a `9 q z 0 101 NOTE: - ' ALL HABITABLE ROOMS TO COMPLY WITH 8303 �4'�0' G SEE LIGHT AND VENT CALCS FOR THE ROOMS _- __ os� NOTE: ® 30"x96" 0 ALL NEW INTERIOR AND EXTERIOR STAIRWAY A/C 05D A � z � STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL • O ; OCo O MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM ' j BATHROOM Q O O OF STAIRS r`I AS PER 2020 NYSRC SECTION R-303.1, R-3038 • ; ❑ ❑ ' , _ ------ FIRED--- __cd R' 3'-0' - --- -��- i PROVIDE 100 CFM lul r- � �.., i.• b• I / I I / I EXHAUST FAN VENT w O / I X I I X I • W/RIGID DUCT To I- I I I I • O EXTERIOR O 3 N 0) NOTEc�•, .a• .� _� r----- ----------�---'�- - --� �----- �}' �' SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ - —_"� MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 -WINDOW WELL TO OO COMPLY WITH 2020 I TEMP CsLASS LOJ I NYSRC 8310.2.3 A/C m 1 i , Sign!5ea1: e -PROVIDE GRAVEL • .; i I COUNTERTOP RECEPTACLE NOTE: BASE TO ALLOW FOR DRAINAGE TO IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS -------------------------------------- Pown>=R - I -roll 0'-0 ROOM I ���ED EXISTING FOOTINGS ; ; DI ZING III C I �\c� �QQER.,�p,� AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR KITCHEN TABLE '0' 11' COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCEEGRES-WCR/ _ - _ lob I SHOWER '-0' W/NYSRC E3901.4.1 THRU E3901.45 MIN 9 SOFT. o ° - 1 I ------ -- --- --------- I �' BUILT-IN LADDER '•.:: '< �z r I EGRESS WINDOW � 0 I I , EXHAUST FAN VENT - I_______ I PROVIDE 50 CFM •°• ^IN [L�" W/RIGID DUCT TO I N EXT. OPENING 4 WINDOW HDR SCHEDULE •. o T_ EXTERIOR 21" SILL (44" MAX) I L–__–__J - cn J► Q- OPENING AREA 0� 0U116 I I I ��`�`�" 9 6� i V I It is a f t ,unless actin CLEAR SPAN HEADER$IZE GREATER THAN O O U`�8 I ______ dunder th tett,to alter • i U•"U 1 I 1 �+ I an item m a a Fee the seal of an UP TO 4'-0" 3-'11"X 9 4"LYL 5.1 SOFT. • �W��� t I I f--_____ 1 � I architect I6 alte g architect shall affix to IK O -m I his Item the seal and the notation"altered b/followed UP TO 6'-0' 349 x II-Ya"L.VL OR 5 Y"x 9-Yt'L.VL I z 1 Q 6-Z F 1 by his signature and the date of such alteration,and a BILLIARDS - U UP TO W-0 y X 11-Y8 L.VL 1 3 =i W 0- I MUD specific description of the alteration. NOTE:USE THIS TABLE IF HDR NOT NOTED 006 --J -- - �',, i UNEXCAVATED w Z I N 1n I ROOM 1 PROVIDE 80 CFM +q '� ' w X @ @ S EXHAUST FAN VENT ---___ I A, STOOP ABOVE I , >W N d) I12 I , W/RIGID DUCT TO ❑ EXTERIOR ------ REF FZR I N 6. cn ^cn I LINTEL SCHEDULE: (EXCEPT WHERE NOTED) -------I HOWIE 1 I OPEN TO - U r i •- CLEAR SPA STEEL AW3LE SIZE 0000 –––––– 1 1 ABOVE +°j U d — 3}�"x 3-ki"x h" ATH OM +� 000 I STORAGE I •°' p ------ 1100111SHOWS 1 I I tiV -1 ' 4-0"x 3-X2"x� 00 1 I N 5-0"x 3-X2"x 0 - 8 2 00 NOTE USE THIS?HIS T4BL -0"x 3 V x Ys 8 - --- _� -0' _ FFTO 0-0'r r � 32'x96" _ PANTRY r n E IF HDR NOT NOTED O . N 1 10 • TEMP GLASS 8 105lit . . I FLOOR N '„ BATHROOM RECEPTACLE NOTE: �, I NS To LAUNDRY ©DRAIN if 57A R TREAD AND RISERS TO . ., cfJ +� I - 113 DIRECT VENT DRYER G BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER coNFo TO 2020 NYSRC R31L1.5 _,N '1 ��` I �- 6., 1 0 TO EXTERIOR W/ 0 v, 0 + OSID ATH OOM N I J RAILING NOTE: _� 4" RIGID DUCT NYSRC E390 6 I� O I HANDRAILS < UARDS TO BE MINIMUM36" OGO 104 0 • 1 ABOVE NOSING OF TREADS J • U �D I INTERMEDIATE RAILS SHALL RESTRICT Q 3�„ !a oil • fi PASSAGE OF SPHERE CAS PER 2020 WASHER DRYER X841, 9�"K NOTE: ��+ \� CLOSET ,rD i NYSRC SECTION: R-311.18 ® U NOTE: MIN 13 SOFT. 05D STAIR TREAD AND RISERS TO ;.. (---------------------- BUILT-IN LADDER CONFORM TO 2020 NYSRC 8311.15 ---------- � INSULATE ALL PLUMBING SUPPLY LINES EGRESS WINDOW RAILING NOTE: 3 34HR. SELF CLOSING 21" SILL C44" MAX) HANDRAILS 4 GUARDS TO BE MINIMUM36" = g FIRE DOOR + EGRESS 96 k OSI] NE TRY U ABOVE NOSING OF TREADS + y fp WELL OPENING AREA INTERMEDIATE RAILS SHALL RESTRICT 101 a, PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS GREATER THAN 5,1 SOFT PASSAGE OF 4" SPHERE CAS PER 2020 -� ryjrti PER NYSRC. NYSRC SECTION: R-311.18 N i Q1i C14 � N ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING GUEST SUITE ` ' • „ 1 I r PROVIDE 5/8 TYPE I 1 W/ ALL STATE RECEPTACLES IF REQUIRED 005 m "X" GYP. BOARD -- 1 I L 1, 158 SQ FT. GUEST SUITE 1'-0- 1 0- PARLOR e BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO ,e 10 WALLS 4 CEILING -- i 1 F103--- 2 1 2 102 0 VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO QUEEN MECHANICAL 1 AREA: 114 aF. N ROUGH-1N. BED mm8 I- O I 1 LIGHT 8%: 13.92 REDO e VENT 4%: 6.96 REM) QUEEN UNEXCAVATED LU BED ® PORCH 2'-0' STOOP ABOVE U W I a. 100LU r- Pro�ectTtle: r BROADWATERS NOTE: .,a. Q Q�. W I SMOKE AND CO ALARMS TO BE HARD- WIRED AND Q �- • - - ROAD INTERCONNECTED, AS PER 2020 NYSRC 8313 E 8314. 4'-0' 14'-1' —i4'-0' e • P. .° .e •° .., .. .' '. d •a .4• ae. .4. i_ l u L i 1 tNO i 1 n L i 1 i Drawing TRIe: NOTE: 1 52 �- 1 -52 0:a 11 -52 1 -52 INSULATE ALL WALLS AND CEILINGS AT GARAGE. 4'-„' 4'_,' 4'-„' CELLAR & FIRST FLOOR PLANS NOTE: ALL NEW WINDOWS AND GLASS DOORS TO HAVE A MIN. WEIGHTED U-FACTOR OF 030 4' SHGC OF 031 Probed/: Sole: 1000-104-10-5 As Noted Date: Sheet N: NOTE: I 11 1� i September 28, 2023 X of X WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS SCALE �4 = 1 -� SCALE �4 = 1 -m Sheet: LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR 2 0 1 2 4 2 0 1 2 4 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE A- 101 . 00 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS PER 2020 NYSRC 83122 NOTE: INTERMEDIATE RAILINGS SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 'S TRIANGULAR OPENING FORMED BY RISER TREAD 4 BOT, RAIL OF GUARD TO RESIST PASSAGE OF 6" SPHERE �' E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E NOTE: I PROVIDE "51MP50N" CONNECTIONS OR APPR'VD EQUAL I 0 AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC SIZES AND NAILING REFER TO DATA SHEET I I I I 0 ,0 i I I ° bib i ROOF BELOW I I ROOF BELONOTE: GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT W I S a a a a o a DWELLING UNIT A5 SPECIFIED IN NYSRC E3902. C) a � a co NOTE: INTERIOR FANS AT ALL BATHS, PROVIDE EXHAUST FAN VENT I I I I 4) Cco cov o � W/ RIGID DUCT TO EXTERIOR. IF NOT SPECIFIED USE 100 CFM I I I I @ \\ ) � o 0 0 NOTE: ALL NEW INTERIOR 4 EXTERIOR': WALLS TO BE 2x6 CONST. UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN-Y" 2�'-�2' S' GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PER 2020 NYSRC SECTIONS Rb02 82302.11 a� a� LIGHT FWD:2130 5F O VENT PRV'D: 13pi SF GUARD RAILS TO BE CAPABLE OF EGRESS =,N WITHSTANDING A CONCENTRATED NOTE: LOAD OF 200 PSF PER TABLE 8301.8 �i GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 �� I I � NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING OF TREADS AND COMPLY WITH 2020 NYSRC R-311-83 BEDROOM I i Q 201 It AREA: n5 sf. Q LIGHT 8%: 14.0 R£Q'D O VENT 4%: 1.0 REQ'D NOTE: _ SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS ^�N AND CEILINGS. ROOF TERRACE N I o 200 ROOF DECK BELOW. I I U w KING NOTE: BED G ALL HABITABLE ROOMS 70 COMPLY WITH 8303 `� U) SEE LIGHT AND VENT CALCS FOR THE ROOMS ( ( 0 4 -6 I i �, NOTE: ALL NEW INTERIOR AND EXTERIOR STAIRWAY ^� � v° � STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL01 4'-11' 3'-�' - 3 \ �� ( E MOUNTED FIXTURES W/ 3-WAY SWITCHES A7 TOP AND BOTTOM 2' a-�2' 3'"0 AT oM OF STAIRS OM • 0 202 AS PER 2020 NYSRC SECTION R-303.1, R-3038 °� I EGRESS � � I I O U C4 TEMP GLASS I I U) NOTE: 2'-0' WALK-IN -0' CJ Q z SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ I 1 +�� CLOSET � MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 I '--2'-52�'� 4'-.11. ® 4'--r -1 - 121,4 ,�� -0 sH WER — — — — — — — — — — sign 4 seal: COUNTERTOP RECEPTACLE NOTE: I - PROVIDE A E: OO _� EXHAUST FAN FENT E� 20-1 _ W/RIGID DUGTITO I I �R Aft IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS I ARE��s> �t O N EXTERIOR I I __— ____ I I ��Gj��QpER•AO,�����^ AND 51MILAR AREAS, RECEPTACLE OUTLETS FOR I ,LIGHT 4%: 624 4S R QV �gD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.45 I KING Oto — J , =1d BED NOTE: STAIR TREAD AND RISERS TO EXT. OPENING 4 WINDOW HDR SCHEDULE CONFORM TO 2020 NYSRC R311."1.5 ' ' I I It Is a N� f ttt�bt��er �,unless acting N I 3?, °°F + RAILING NOTE: �— _� L)i I I under th itect,to alter CLEAR SPAN HEADER SIZE 8y, HANDRAILS 4 GUARDS TO BE MINIMUM36" N __ an Item m a a the seal of an OSD INTERMEDIATEVE NOSING OF RAILS SHALL RESTRICT I I I 9 g his item the seal and the notation"altered followed UP TO 4'-0' 3�"X 9 V L.v1 J PASSAGE OF 4"SPHERE CAS PER RICT I I architect Is alte architect II affix to UP To 6'-0' 3)!"x 11-Y"LVL OR 5-Y4"x 9 "L.YL b his si nature and the date of such alteration,and a NYSRC SECTION: R-311.iB _ specific description of the alteration. LIP To a'-m' 5 Ya'x II-Ye"L.v1 ----- NOTE:USE THIS TABLE IF HDR NOT NOTED I �� I-IOWE 1 +q�� n O I I I I p ATTIC ?� 789 \ry� SCUTTLE LINTEL SCHEDULE: (EXCEPT WHERE NOTED) I =��rWALK-IN ¢+84i N U -' CLOSET N - I � CLEAR STEEL ANGLE SIZE L L 2'-11' 3'"62 OF O 4-m 3�"x 3}Q'x%" tu UP To I-ra 4-0"x 3-ki"x� I t o a-0' 5.0"x 3-ki"x% co ® ATH 00 CLOSET TUB _ OD UP o 10-m" 4-0"x 341 x%a `Q 206 I ^ N D LMAA H OOM —,n NOTE:USE THIS TABLE F HDR NOT NOTED CN TEM GLASS I �z�h [,() ------ WALK-IN 0 I V BATHROOM RECEPTACLE NOTE: PROM E am CFM =ice WALK- N CLOSET I (I) BATHROOM RECEPTABLE OUTLET TO BE LOCATED A5 PER EXHAUS F N ENTCLOSETo DUCT TO � O NYSRC E39016 W/RIGI E TERIOR I n ._-1 4�1 or + \ 0.- +8 GUARD RAILS TO BE CAPABLE OF \ , NOTE: ry� ` / LOAD OFWITHSTAND200 PSF PER TABLING A E 8301.5 tr -lr� INSULATE ALL PLUMBING SUPPLY LINES OSD CFMJ OSD 3 EXHAUST PROVIDFANO ENT o 2'- +� SD W/RIGIDEXTERIOR TO PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS PER NYSRC. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING ki Jo BEDROOM BEDROOM W/ ALL STATE RECEPTACLES IF REQUIRED OI OO OO 208 11 _ ' , 4'_ '1- 1, ! F-2-0-4-71 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO - 82 4 -4 , 4 2 -82 VERIFY LOCATIONS IN FIELD W,/ ARCHITECT PRIOR TO AREA: 154 SF. i AREA: 154 SF. LIGHT 8%: 1232 REQ'D I(N ' i LIGHT 8%: 1232 REQ'D VENT 4%: b.lb REQ'D Q1\` i� � � VENT 4%: 6.16 READ I I € ROUGH-IN. QUEEN BED R OF DEllCK BED ;' GOOF TERRACE -'\ 200 ii4'-O" I Project Title: NOTE: 4'-011 I I/ BROADWATERS SMOKE AND CO ALARMS TO BE HARD- WIRED AND EGREss SCUPPER TO i I EGRESS I ROOF BELOW I ROAD INTERCONNECTED, AS PER 2020 NYSRC 8313 4 8314. _ ; ROOF BELOW :-41EXTENT OF FIRST FLOOR — — �XTENT OF FIRST FLOOR - - - - - - - - - - - - - -, — — TTI _� — MIN NOTE �'-r�2' -52' �'-82' �'-rj2' CURVED ROOF FRONT PORCH Drawing Title: INSULATE ALL WALLS AND CEILINGS AT GARAGE. SECOND FLOOR 4'-1' 14'-11'. 43 .11 & ROOF PLANS NOTE, ALL NEW WINDOWS AND GLASS DOORS TO HAVE A MIN, WEIGHTED U-FACTOR OF 030 4 SHGC OF 031 Project N: Scale: �I I I �I �I 1000-104-10-5 As Noted S COI �� LOO f= ,4 � �� �LAl Date: 5heet rf: NOTE: WHERE THE WINDOW SILL OF AI�I OPERABLE WINDOW IS SG.4LE : Ii4" 1'-0" 5C-ALE : I/4" = 1'-O" September 28, 2023 X or X Sheet: LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR 2 0 1 2 4 2 0 1 2 4 AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS A- 102 OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS VENTING 6 ALL FLASHING AT ALL VALLEYS ICE 4 WATER SHIELDS PER 2020 NYSRC 8312.2 RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES a� a� Q) - - - _ TT.O_RIDGE Q 0 0 _ "o o ARCHITECTURAL ASPHALT ROOF SHINGLE 6� 46 s N a o a 3 cd > CO 0 a Q. - - - O_. CEILINCx - - - - - - - - - - - - - - - - - - - - - - - o' - - - - - - C\2 m o0 co S" HALF ROUND GUTTER, WHITE I ) C\2 JLIL-IFIFI I C Z - -PE \. I - - -- i \ Z . AZEK WINDOW TRIM - IL \ \ ANDERSEN 400 SERIES WINDOWS WHITE SIMULATED DIVIDED LIGHT _ SE_COND I=!_OOR — - - - - - - - EASTERN WHITE CEDAfR,-- I lei I STRAIGHT EDGE E, EXPOSURE UL OA LACED CORNERS [IF -IFIF , 10" SQUARE _ 0 COMPOSITE COLUMNS i � O U) co �-I i U r-I ST FLOOR _ O - - - i - - - '+-� - 01700' - - ( - - - - LEE ---- - -- - - ---- -- r. N O EXISTING NATURAL GRADE EL. 1316' o 1 n � �-+ C, o Q) Q) SCALE 1/4" = 1'-0" ILn Q �111 2 0 1 2 4 I -0, CELLAR sgn.seal: - - - - - - - 01.00' - DA 47���5 PPE R��0'ry F i, e - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O.. RIDGE- /� — — — — — — — — — — — — — — — — 44.15' It rsa c f tV4b7� tscy�,unless actmg TT under th ' Z�1 'tett,to alter an item in a a FrN g the seal of an architect is alte g architect shall affix to 12 12 hisitem the seal and the notation"altered bV'followed 6 6 by his signature and the date of such alteration,and a specific description of the alteration. U (0 J N \ j d) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - Z (n NO. GEI ING — I 1 11 K z 10 TF TF Ll 11 M o W U d ,Z SECOND FLOOR - - - - - - - - 26.00' - - U �] N G F- AIL A D D E LLU -IFIF 10L TF Z Project Tile: 7T7-7T7 I jLH.- iu 11111 11111 BROADWATERS ROAD _ FIRST FLOOR lill fill - - - - - - 111111 11- 1 44 °�"" '� --- ■^ ice- ..,.. �, -�, . .i . �r .�.;m Drawing T2le: mm w— PROPOSED ELEVATIONS I e 1 La VY4 T I O lI � r J r—J Project K: Scale: SCALE 1/411 = 1 -�'� f —J 1000-104-10-5 As Noted F Date: sheet 8: _ 2 0 1 2 4 j J September 28, 2023 X of X 1 r— — — — — — — — — — — — — — — — — — — — — — — — — — sheet. - G- —f - - - - - - - CELLAR ----------------� 0 1.00' A- 201 . 00 i N - - - - - - — _ T.O_RIDCsE _ —a 4415' - - - - - - - - - - - - - - - - - - a� w oQ U _ w U w O -0 N s W 12 N It 6� C a IL. c. ,y zi rn CD5 - - - - - - — CEILING m 36-00' � M ° Co Co / \ O p O / \ M 0 0 0 z r-, c� c>7 S _GOND FLOOR - - ---- --- — - - - - - - - - 828.00' ® J G LJIJ Lu 1114 11 IT �; 0 4 �O FI 5T FLOOR _ f� ' Q� 0 cTi _ _ D HIM 11111 1111 111 111 111 11 111 Hill IIII 1i � o r .. ., s r ., , r 0 r N F�EAFZR ELEVATION Q) Q) � Q SGALE CELLAR 2 m l 2 4 - - - - - - - - - - - - - - - - - - - - — — — — — — — — — Sign 4 Seal: ED• d It Is a N� f tI Ig�gsr �,unless actmg under th o itect,to alter an Item m a a �iIN g the seal of an architect Is alte g architect shall affix to — _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O_RIDGE _ _ his Item the seal and the notation"altered bV'followed e44.151 — — — — — — — — — by his signature and the date of such alteration,and a specific description of the alteration. 12 12 ro 4 6 CD i — , — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ — — L .O. CEI INCz — — - - - - — — - - - - _ w I ON c� Z Ud C7 = _ _ _ SECOND FLOOR Q $ $ Cs Cs C -LL Pro ed Tale: BROADWAY R l � � E S lullf ROAD Drawmg Trtle: - - - - - - - - - - - - - - - — — - - — — _ - - FIRST FLOORPROPOSED rL00' — ELEVATIONS r. -. ., y, F.... •., + ,- : , p ; a. y, r. ._ w ,,. �, r r - .. r n r e, •, r. g. r ... �. - , h. >• .. , , - _ --- - - --- . e ., " r . I , : s --- - - - – – Project#: Scale: {#�� I \/ 1000-104-10-5 As Noted i= L �r A T ION Date: Sheet#: September 28, 2023 x or x SCALE : 1/4 1'-,all Sheet: 2 m l 2 4 A- 202 . 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G LLAR - - - - - - - - - - - - g 1.00' a� -ASPHALT ROOF SHINGLES TYPICAL ROOF CONSTRUCTION: -301b. BUILDER FELT -ARCHITECTURAL ASPHALT ROOF SHINGLES -GRACE SNOW AND ICE SHIELD FROM -PROVIDE RIDGE VENTS EAVES TO POINT MIN. 36" PAST THE WARM W -ALUMINUM FLASHING AT ALL ROOF SIDE OF WALL LINES q o z)� VALLEYS, OPENINGS AND ROOF -3/4" GDX PLYWOOD SHEATHING 0 PENETRATIONS -3/4" -R-30 INSULATION � g -GRACE SNOW AND ICE SHIELD FROM 12 2"x10" R.R. 'a 16" O.C. ?„ EAVES TO POINT MIN, 36" PAST THE WARM U. k/8i SIDE OF WALL LINES \� - • _ '� '0 -301b. BUILDER FELT (2. �� ? N -3/4" CDX PLYWOOD SHE4THING ` � ATTIC /61 pr /a.' i' ' . FRESH AIR BAFFLEILI -2"x10" ROOF RAFTERS 6 16" O.G. �y"y\� �C �F� ' . : . . a -R-38 INSULATION m ROOF RIGID INSULATION BOARD !2 ¢' orih _ a O_. CEILING_ _ _ --- 2"x10" C.J. 6 16" O.C. ; " " " _`- 2 x12 C.J. � 12 O.G. 2"x10" G.J. � 16" O.C., �� `' _ _ 17, 5" HALF ROUND GUTTER 3 ,z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R a 2x10 CJ. UNLESS _ o � a" OTHERWISE NOTED _ C0 ro co CC) C\2 o c\2 OOM 0 SIMPSON STRONG TIE H2A \\ BEDR o00 201 HURRICANE TIE e ICo" O.G. ROOF RAFTER to DOUBLE PLATE (� 1x8 FASCIA BOARD zi 1 2x8 R.R. is 16" O.C. BUILT UP ROOFING 6 1:12 PITCH SEALANT, APPLY SELF ADHESIVE ADHESIVE ORVENTED SOFFIT BOARD RUBBER ROOFING GASKET RUBBER 1'-0"- GROWN MOULDING S_GOND FLOOR CEDAR SHINGLE SIDING s, 28.00' 11'1/a" F.J. g lro" O.G. 11��8" F.J.,6 16" O. R-38 INSULATION A R-38 INSULATION m TYPICAL WALL CONSTRUCTION: CEILING UNDER ROOF CEILING UNDER ROOF CEDAR SHINGLE 51DING . 30 LB. BLDG-.FELT EXT. CDX PLYWOOD SHEATHIING . 2" x6" STUDS mlb" O.C. FIREB.LOCKING AT MID POINT OF WALL HEIGHT m EVERY STUD 0 AIRSEAL INTERIOR SEAMS OF PLYWOOD W/ CAULK KITCHEN GREAT ROOM 2 MUOROOM SOFFIT s . R-21 BATT INSULATION 106 112 / - /a GYPSUM BOARD FINISH ON WALLS ---- ---- -- - "TYVEK" HOUSE WRAP SCALE: 1" = 1'_011 0 ,0 _ rk FIRST FLOOR - - - - - - - - - - - - g 1100 111i8" F.J. 1(0" O.C. 111/8" F.J. 16" O.C. 111/8" F.J. IC" O.G. N - - co -- U 0 TYPICAL i=OUNDATION WALL Z SIMPSON HOLD DOWN tzp 10"W CONARS 24" O.C. VERT.FOUNDATION W/ 05 BARS 20 W/ %" THREADED ROD 05 BARS CEDAR SHINGLE SIDING 0 24" O.C. HORIZ. INSIDE FACE THRU SECOND FLOOR 0 r�1 e "5 g 24" DOWELS INTO FOOTING LL-1 s TYPICAL WALL CONSTRUCTION: a 000 /4 PLYWOOD SUBFLOOR WATERPROOF ALL FOUNDATION WALLS 2" x 6" STUDS 9 ICo11 O.C, r, rrt PROVIDE WEEP HOLES E FLASHING AS REQ. Z R-21 INSULATION CELLAR SLAB a EL. IO' E C U R-15 BATT. INSULATION 4" POURED CONCRETE SLAB (3,500 PSI) PROVIDE HIGH DENSITY SPRAY REINFORCED W/ 6x6 lm/fm WWM. j N SHEATHINGOR SEAFOAM ATIMS OR AIR SEALINGSIDE OFD O Q Z OVER 6 MIL POLYETHLEENE VAPOR BARRIER OVER 12" COMPACTED GRAVEL BASE e 1.00 //�— STRAP TIES TYPICAL FOUNDATION FOOTING I I I I 3500 1=51 POURED CONCRETE FOOTINGS I I I I l i 5ign 4 Seal: 12" DEEP x 2'-0"W W/ (3)"5 REBAR CONT. AND L----------J ----------J I I' S REBAR CROSS TIES is 12" O.C. m BOTTOM TYR OF ALL UNLESS OTHERWISE NOTED f SEALANT, NOTE: "5 BAR a 24" O.C. DOWELED INTO WALL ABOVE 5C T I O��I`" A ® A ADHESIVE OR � R. �EtED ARC GASKET I `5� PPE SCALE ; 1411 i'-m" _1I R-21 INSULATION ��� tp 2 0 1 2 4 a N - A Z It 15 a f to4bygSr ,unless acting under th i o tett,to alter N an item In a a Fare g the seal of an architect is site g architect shall affix to his item the seal and the notation"altered by"followed jby his signature and the date of such alteration,and a specific description of the alteration. UJALL/ SECOND FLCOfRN SCALE: i'' = V-0" OD N W Vl � tZ rrn� � V! 6 w � r1 _J CEDAR SHINGLE SIDING . "TYVEK" HOUSE WRAP � SIMPSON CORNER HOLD DOWN Aa" EXT. CDX PLYWOOD SHEATHING Z 6 W/ No" THREADED ROD 2" x (o" STUDS 'sIdo" O.G. TO FOUNDATION FIREBLOCKING AT MID POINT OF V WALL HEIGHT g EVERY STUD SEALANT, ADHESIVE OR AIRSEAL INTERIOR SEAMS OF GASKET PLYWOOD W/ CAULK Q Z T.O. FF R-21 BATT INSULATION SEE PLAN'' aI I I=t 3/4" PLYWOOD SUBFLOOR STRAP TIES R-15 INSULATION ^�� —I I IATERIPROOFING MEMBRANE PLATES lhia" FJ. 16" O.G. (2) 2" x 6" PRESS. TREATED �Q�lid -P7117 Ep W/ 1" RIGID INSULATION CONTA)�MTERM TE SHIELDVER SILL SEAL UL•, Z TREATED SILL PLATE = I-IIII— € p ; ° d TAR PAPER R-21 INSULATION SEALANT, i I 5�a" DIA. x 19," L. ANCHOR T.O. SLAB "SEE PLAN" *l -I I (— I I- ADHESIVE OR BOLTS W/ 3"x3"x0229" ProjectTrtle: _ _ _ _ _ _ _� l I a b e = _ o 0 0 o GASKET SQUARE PLATE WASHERS III= 1= e 23" O.G. (MIN) (2) PER SILL BROADWATERS - FILTER FABRIC T -x` I I e °° v o o — — I MEMBRANE RUN MIN. 1 EMBED ROAD e _ a ° I a 16 l TYPICAL FOUNDATION WALL ° ° e ° o �� J —III—I I— ° 10"W CONC. FOUNDATION o �' ° ° ° III-i I—III- R-15 INSULATION 1/T11 W/ 05 BARS 24" O.C. VERT. Drawin9 Tile: 1&1, m� o 05 BARS 9 24" O.G. HORIZ. INSIDE FACE �e w 24" DOWELS INTO FOOTING DUCTS SHAFTS, UTILITY I L I � ERPROO ALL FOUNDATION WALLS BUILDING TYPICAL FOUNDATION FOOTING ° PENETRATIONS, AND FLUE SHAFTSIY 3500 PSI POURED CONCRETE GRAVEL FOOTING OPENING TO UNCONDITIONED 'J Ilse II SECTIONS 12" DEEP x 2'-0"W W/ (3) *5 REBAR CONT. �---2'_ 11 � DRAINAGE SPACE MUST BE SEALED AS PER 114 05 REBAR CROSS TIES 9 12" O.G. 6 BOTTOM THE DETAILS SHOWN ° ° TYP. OF ALL UNLESS OTHERWISE NOTED e WATERPROOFING NOTE: *5 BAR MEMBRANE Project/: Scale: -w24" O.C. DOWELED INTO PROTECTED W/ 1" �ec1000-104-10-5 As Noted WALL ABOVE RIGID INSULATION Date: 5heet • T�l. FOOTING IDEIL FOUNDATION/ FIFRST FLOOR September 28, 2023 X or X Sheet: SCALE: _ -mil SALE: ,11 _ 1'-ml' A- 301 . 00 PATHS: 1) THE PATH TO CODE COMPLIANCE IS A PRESCRIPTIVE PATH (R 402) THE ATTACHED REPORTS DEMONSTRATES COMPLIANCE WITH 2018 ICC INTERNATIONAL ENERGY v CONSERVATION CODE (R402 AND f) rri R 40(o) AND N-Y.5 2020 ENERGY P, CONSERVATION CODE v an w o b i.. Q 2"x8" C.T. g 16" O.C. FIELD CONFIRMATIONS: > 2) THE REQUIRED INSPECTIONS z �„ 6 12 OP. DURING CONSTRUCTION PROCESS w R� FOLLOW N.Y.S 8106.2.1 THRU R1062.5CSEE LIST BELOW) T_ i \m ATTIC O (A) 81062.1 FOOTING ANDR» . I �•• ° 1 Z C TYPICAL ROOF CONSTRUCTION: a a -ARCHITECTURAL ASPHALT ROOF SHINGLES FOUNDATION INSPECTION(SEE D ra -PROVIDE RIDGE VENTS CODE) a o p. -ALUMINUM FLASHING AT ALL ROOF 1n VALLEYS, OPENINGS AND ROOF (B) 80622 FRAMING AND 3 r, •5. � -- ROUGH IN INSPECTION(SEE CODE) a l a - CsRE�C�S1TO117 A�� - I�f FI - � - - - - _ - 2'x12" C.J. g 12" O.C. 2"x10" G.J. D GES ELD F O - - - - - - - _ EAVES TO POINT MIN, 36" PAST THE WARM (C) R 062 3 PLUMBING � - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - -" - ROUGH-IN INSPECTIDN(SEE CODE) o -301b. BUILDER FELTCQ I j CQ -3/4" CDX PLYWOOD SHEATHING \\\ i! -2"x10" ROOF RAFTERS e 16" O.C. (D) R 106.2.4 MECHANICAL 0 0 0 -R-38 INSULATION g ROOF ROUGH-IN INSPECTION(SEE CODE) z° c,,2 c 4'_g2' it 'I (E) 8106.2.5 FINAL INSPECTION (2) 2"x12" (BLOWER DOORXTO BE J OOF CK 2"x8" R.R. g 16" O.C. PERFORMED BY ENERGY 200 ^ry (2) 2"x12" CONSULTANT OTHER THAN AUTHOR OF INITIAL REPORT. TYPICAL WALL CONSTRUCTION: 3) THE FINAL INSPECTION IS A - - - - - - - ( ) 2x10 F.J. � 16 O.C.2 - - C Ill/&" F.J. 16" O.C. . 30 LB. BLDG.FELT 8402.4.1.2. THIS TEST IS TO BE j Ih " FJ. 16" O 5%" Ext. CDX PLYWOOD SHEATHIING PERFORMED BY THIRD PARTY U 2" x 6" STUDS g 16" O.C. AGENT OR CONSULT (CONSULTANT i FIREBLOCKING AT MID POINT OF OTHER THAN THE AUTHOR OF I' !_ WALL HEIGHT e EVERY STUD INITIAL REPORT) AIRSEAL INTERIOR SEAMS OF PLYWOOD W/CAULK O j 5R/e'ZBATT INSULATION GYPSUM B8402.4.1.2OARD FINISH ON WALLS PROPOSED BUILDING SHALL BE U I "TYVEK" HOUSE WRAP j 0 i I ATM TESTED AND VERIFIED AS H AVING LIVING 00 �Nt FRONT O AN AIR LEAKAGE RATE NOT -+-� lot 101 " 100 -ttr EXCEEDING THREE (3) AIR j 0 j CHANGES PER HOUR. TESTING j' SHALL BE CONDUCTED IN p ..I ACCORDANCE WITH ASTM E "f i�J , _ r OR ASTM E 1827 AND REPORTED U 0 O AT A PRESSURE OF 0.2 INCH W.G. S-I -I. i. 1, GIUSEPPE ADRAGNA, HEREBY — j — r of IL - CERTIFY TO THE DEPARTMENT 211x12" D_J. e 12" O.G. WT/8" F-J. m 16" O.G. - - - - - - SOUTHOLD THAT TO THE BEST OF U U 111/8" F.J. m 16" O-C. MY PROFESSIONAL KNOWLEDGE TYPICAL FOUNDATION WALL THE DOCUMENTS CONTAINED G' 10"W CONC.FOUNDATION W/ 05 BARS 24" O.C. VERT. HEREIN CONFORM TO THE LATEST O #5 BARS m 24" O.G. HORIZ. INSIDE FACE 2018 INTERNATIONAL s "5 6 24" DOWELS INTO FOOTING CONSERVATION CODE AND 2020 UD WATERPROOF ALL FOUNDATION WALLS N. INTERNATIONAL ENERGY !~ .r CONSERVATION CODE O PROVIDE WEEP HOLES E FLASHING AS REQ. COMPLIANCE- m � Q) I I LOUNGE CELLAR BILLIARDS F�—I 003 000 006 R-15 BATT. INSULATION NOTE: I I PROGRAMMABLE THERMOSTATIC TYPICAL FOUNDATION FOOTING CONTROLS WILL BE USED FOR C) C) I I CELLAR SLAB e EL- 1.0' 3500 PSI POURED CONCRETE FOOTINGS HVAC EQUIPMENT. 0 N N I I 4" POURED CONCRETE SLAB (3,500 PSI) _----J 12" DEEP x 2'-0"W W/ (3)05 REBAR CONT- AND IO Q Z L--J REINFORCED W/ 6x6 10{0 W.W.M. "5 REBAR CROSS TIES A 12" O.G. 6 BOTTOM OVER 6 MIL POLYETHLEENE VAPOR BARRIER _—J �' TYP.OF ALL UNLESS OTHERWISE NOTED OVER 12" COMPACTED GRAVEL BASE NOTE: "5 BAR 0 24" O.C. DOWELED INTO WALL ABOVE i i Sign 4 Seal: i SCALE 114" 1'-0" d 2 0 1 2 4 18" FLYING GABLE It 15 a Nk, � f thft ,unless acting under th itect,to alter WINDOW SILL an item m a a Fa e g the seal of an architect Is alte g architect shall affix to his item the seal and the notation"altered bV'followed WINDOW CASING by his signature and the date of such alteration,and a specific description of the alteration. SELF ADHERING RUBBER ROOF 3/4" GDX PLYWOOD SHEATHING �T YIIH —N ♦V ,�—2x12 RIPPED ROOF BUILD UPtD 1 11I/8" FLOOR JOISTS (V c — _J d) BLOCK SOLID UNDER WALL N R-38 INSULATION10 (3) 2x10 WINDOW HDR O Ld U 1 Q Q J Ur V (0 < U Q Q E 2 u= 12 " F ONT WALL 6 TE3AC< - - - ----- "- -- Project Title: SCALE- 3/4" = 1'-011 BROADWATERS ROAD Drawmg Title: BUILDING SECTIONS Project/: 5cale: 1000-104-10-5 As Noted Date: 5heet/: September 28, 2023 X of X Sheet: A-- 302 . 00 USE A MINIMUM OF 'TWO Sd NAILS THIS SIDE OF TRUSS ROOF RAFTER PROVIDE "SIMPSON" STRONG TIE STRAP , o o FROM RAFTER TO TOTAL FOUR RAFTER OVER TOP OF Sd NAILS , RIDGE BEAM A 321'o.c, INTO TRUSS ��� MIN, (W/ COLLAR TIES)FASTEN W/ ° ® 8 N10 NAILS ° TYPICAL RAFTER CONNECTION LTP4 OR WRAP COIL STRAP ° • "SIMPSON" ® FROM STUD TO STRONG-TIE LTB40 "SIMPSON" H1 CONNECTOR � 6 I6" o.c. FASTEN W/ (4) Sd ° UNDER SILL PLATE ° � "SIMPSON" NAILS TO RAFTERS "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H2.5 • ° INSTALL AS SHOWN � (8) SdTO STUDS 4 °n PLATE INSTALL ID 16" O.C. INSTALL 9 I6" O.G. (2) Sd TO PLATES WALL STUD ROOF RAFTER ° °° v• Q o Isco AILS o "SIMPSON H1" U PLATES RIDGE BEAM O O EIGHT bd NAILS—� N 'b 'C7 S INTO JOIST HANGAR FOR � c co T''FICAL RAFTEF: FLr4TE CONNECTIONS RIDGE STfiz,4F TIE POST TO GlfRDEF� 2X INSTALLATION STUD TO PLATE JOIST TO J0I5T 9 a o �. SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 3 'y co o a, Q) TYPICAL a TYPICAL FLOOR-TO-FLOOR CONNECTION � 00 DO p � "SIMPSON" LFTA CONNECTOR a cit o c� g 16" o.c.FASTEN W/(16) 0 0 0 "SIMPSON" NIO NAILS FLOOR JOIST ° '-, c� c� z SIMPSON STRONG TIE- PI4DS TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER USED FOR CORNER HOLD DOWNS PROVIDE Ix4 BRACE (ANCHOR DOWN TO CONCRETE) NOTCHED INTO TOP PLATE ALL STUDS d 3" MAXIMUM RAFTER BOTTOM PLATES 's 45' DOUBLE 2 x (X) STUD SEAT CUT OVERHANG ANGLE-FASTEN W/MIN. Ix OR 2x CEILING JOISTS SHEATHING OR OTHER SIMPSON STRONG TIE- 5/e" x 12" (2) 10D COMMON NAILS LATERAL BRACING e 48" O.G. LATERAL BRACING AS THREADED ROD ANCHOR BOLTS REQUIED a EACH MEMBER WIND FI m 3'-2" O.C. AND 1'-0" BRACE 'm EACH FLOOR FROM EVERY CORNER LEVEL AS REQUIRED 2x JOIST SPACING WITH 5PS/4 BOLT PLATES PROVIDE MINIMUM (1) MINIMUM Q) EXTERNAL e EACH WALL "SIMPSON" STRONG-TIE NCP u HCP-2X MEMBER SIZE TWO 16d NAILS O HCP-4X MEMBER SIZE (BLOCKING TO RAFTER) 1 "SIMPSON" LFTA CEILING JOIST X 16d NAILS FOR <\ %*' LATERAL BLOCKING PER CODE OR HEEL / LAP CONNECTION FOR LATERAL WIND REQUIREMENTS T+ III WALL STUD m 16" O.C. F-11t 1 1 1 1 STRUCTURAL SHEATHING TOENAIL WITH THREE 16d NAILS 17CJ •_1 -,-i III (RAFTER TO TOP PLATE) U O TOENAIL WITH TWO 16d 1 , +-) SIMPSON STRONG TIE- PHDS NAILS (CEILING JOIST I:-, USED FOR CORNER HOLD DOWNS t0 TOP PLATE) co (ANCHOR DOWN TO CONCRETE) I®If F CORNER fi L,4TE p U DOUBLE 2 x (X) STUD ROOF RAFTER 0 CO FLOOR-TO-FLOOR CONNECTION - -- - ----- - - SCALE: NTS HEEL CONNECTION c� SCALE: NTS — - --- - - - - - --- SCALE: NTS Z o CEILING OUTLOOKERS AT HIP END DOUBLE 2 x (X)STUD O SIMP50N STRONG TIE- PHDS M 4-) U USED FOR CORNER HOLD DOWNS (ANCHOR DOWN TO CONCRETE) CONNECT VALLEY BEAM TO HIP BEAM , USING SLOPED HANGER RIDGE BEAM C)(SLOPED / SKEWED IF u ROOF PITCHES ARE UNEQUAL HIP / VALLEY BEAM 0 N N CONNECT MEMBER WITH ROOF RAFTER i; 'SIMPSON" STRONG-TIE H2 ®®F R�F'� R SLOPED HANGER INSTALL m 16" O.C. NOTCH HIP / VALLEY TO SIT ON POST OUTLOOKER DETAIL (15% OF ORIGINAL MEMBER DEPTH _ -- REQUIRED) TOENAIL WITH FIVE 16d 5"gn45eal: SCALE: NTS RIDGE BEAM NAILS (HIP TO RIDGE) TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) D RAFTER R�4FTER TO DOUBLE WHEN NOT ALIGNED WITH RAFTER, VALLEYOU61NG X 6d NAIL TOF FL�4TE CONNECT KINGS STUDS TO TOP PLATE, f WRAP I'4" GALS. 20 GA. COIL STRAP HURRICANE TIES MANUFACTURED BY SIMPSON 4° — — - - --- - OVER TOP OF TOP PLATE E NAIL HIP / VALLEY BEAM SCALE: NTS STRONG-TIE CONNECTORS MODEL No. H2 OR APPROVED EQUIVALENT AT EVERY STUD CONNECT MEMBER WITH POST OR BEARING WALL - TO PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGER (P� �- ° tJ FRAMING It is a f t041�gg1r ,unless acting d °. ° HOOKED ANCHOR BOLT ALIGN WITH STUD under th o tect,to alter a' MIN. 12" INTO CONCRETE an item,n a a JZN g the seal of an FOUNDATION WALL 6 23" O.G. architect is al te g architect shall affix to hisitem the seal and the notation"altered bV'followed try his signature and the date of such alteration,and a ROOF RAFTER H I F RIDGE YA L L E'1' specific description of the alteration. MOLD DOWN DE-i AIL VALE"' YO +SIF CONNECTION F05T CONNECTION 7 17 SCALE: NTS N Z ­111111CRIPLE SCALE: NTS SCALE: NTS STUDS N DOUBLE Y TOP PLATE dam' N .� W USE SIMPSON Z-MAX OR HDG CONNECTORS u! TO INCREASE CORROSION RESISTANCE Z FOR ALL HARDWARE IN CONNECTION HEADER rr� W/ ACQ. LUMBER N V W 0 RIDGE BEAM W U J WALL STUDS m 16" O.G. (2) 2" x 10" HEADER Q d FULL (2) 2" x 10" TRIMMER RAFTER FRAMED OPENING FOR NEW LENGTH Z a WINDOW OR EXTERIOR DOOR WALL ROOF OPENING ILD STUDSI < U ' � d 1 2" x (X)" ROOF RAFTER Q N NOTE: \ ' (2) 2" x 10" HEADER ° UPLIFT CONNECTION IS REQUIRED TAIL RAFTER BOTTOM PLATE AT EACH END OF THE HEADER AND AT \ RIM JOIST ° BOTTOM OF HEADER STUDS IN ADDITION TO \ ' 1. l2) 2" x (X)" TOP PLATE Z ' ——— —— — — — ——— — —— — — CONNECTORS AT WALL STUDS AND AT TOP \ I € ' ° -- - - - - - - --- -- -- - - AND BOTTOM OF CRIPLES. \ llu ° ' � u NO UPLIFT COI I ECTORS I I I 1 \ \ Probed T le: ° NOTE: I I 'REQUIRED IN T415 AREA I I I ; : \ BROADWATERS 411 d a ALL STRAPPING TO BE SUBFLOOR SALE ° INSTALLED AS PER MANUFACTURERS PLATE SUB FLOOR a SPECIFICATIONS AND NYS CODE RIM I I I I I I I I N ROAD FLOOR JOIST ° ° JOIST I I I I I I I I DOUBLE ACQ SILL PLATE . a 16 Ga. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE TERIITE SHIELD ° ° ° CONNECTORS MODEL No. C516 OR APPROVED EQUIVALENT. ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED DrawingTdlc: FOUNDATION WALL ° UNDER SILL PLATE AT FOUNDATION DOUBLE BY °a ACQ SILL MODEL No. GSI6 OR APPROVED EQu FRAMING VALENT. ° PLATE STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION 3" x 3" x Yl" STL. BEARING PLATE MANUFACTURED AND WRAP UNDER SILL PLATE AT FOUNDATION. °.. 'a1° ° a BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPSY2 DETAILS ° ' . a OR APPROVED EQUIVALENT ° ° b. a ° FOUNDATION ° ° d. d..• a WALL a. •°° ° _ ° ° '°•. A° a ' ° n Probed TYPICAL 5/s" x 12" HOOKED ANCHOR BOLT ° .. a° ° ° ° °p USE SIMPSON Z-MAX OR HDG CONNECTORS 1000-104-10-5 As Noted - g 23" D.G. d °• - WITH 7 MIN EMBEDMENT INTO CONCRETE ° ° TO INCREASE CORROSION RESISTANCE Date: - WITHIN 6-12" OF EACH END OF PLATE FOR ALL HARDWARE IN CONNECTION Sheet R: September 28, 2023 x or x W/ACQ. LUMBER 5heet: FOUNDATION 5TRAFFING DETAIL UPLIFT CONNECTION DETAIL ROOF OFENING DETAIL A- 501 . 00 SCALE: 3/a"=1'-m" SCALE: 3/4"=V-0" SCALE: NTS ALLOWABLE HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications cut be No field cut Min.distance from Table A Do not cut holes larger Min.distance from Table B anywheere in web out- - See current i Le tl e I® (or app /roved e uaI) Itorature f or framin conneetors holes In than 1%z"In cantilever Side of hatched zone y hatched a� zones DO NOT JOIST DETAILS 6 C� I� ' w;;01 cut or notch flange. 07AJ �� '� �I O 6" Load bearing or shear wall above (must stack over wall below) bD ani a" 6" L1 2 x D1 Di Closely grouped round L2 2 x L2 D2 6^ 6^ Plate nail minimum holes are permitted if minimum required each side Load from above o Plate nailStiffQ (applies to all holes the group perimeter q IRC 502-7 requires lateral restraint Blocking panel y� at A2W (blocking)at all intermediate Z a except knockouts) meets requirements for l Blocking supports In Seismic Design 2x4 minimum yra" round or square holes. panel Categories D0,D1,and D2 to squash blocks r' ,o o Table A - End Support DO NOT strengthen the floor diaphragm. 41 cut holes In cantilever Web Stiffeners Rim-to-joist nail Minimum distance from edge of hole to inside face of nearest end support reinforcement required each side i "� Cd a) c JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail at A1w roe nail 61 Y,6" a" P. R, Tile DEPTH 2" 3" 4" 5" 6Y" 7" 8Ya" 11" 13" 2" 3" 4" 5" 6)i" 7" 8Ya" 11" 13" Web stiffeners 2x4 minimum N Q, o TJI®rim joist squash blocks rn '�, V1 required each side at 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" � � •r+ � B1W and 62W 3 CO y Cd 210 1'-0" V-6" 2'-0" X-O" 5'-0" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" Must have f%"minimum a a 9Y2" Use 2x4 minimum squash blocks to p 230 1'-0" 2'-0" 2'-0" 3'6" 5'6" 1'-0" 2'-0" 3'-0" 4'6" 5'-0" Al O joist bearing at ends.Attach g2 Blocking panels may be CS transfer load around TJI®joist c� 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1*-6" 2'-6" 3'-6" 5'-0" 5'-6" rim joist per A3 detail. required with shear walls � 110 _1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 4'-0" 6'-0" above or below-see detail B1 Cc co CO 210 1'•-0" 1'-0" V-O" 1'-6" 2'-6" X-O- 5'-6" V-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 6-6- 11Y8- -6" 11 Ye" 230 1'-0" 1'-0" 1*-0" 2'-0" T-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" T-O" 5'-6" 5'-6" 7'-0" O O O 360 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0" V-O" 2'-6" 4'-0" 6'-6" 6'-0" 7'-6" � co Z 560 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0' 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-0" 8'-0" Filler block:Attach per the table below. 4'-0"length of 8"diameter maximum hole for 11Yg"- 110 1'-0" 1'-0" 1*-0" 1'-0" 1'-0" 1'-0" 2'-6' 5'-0" 1'-0" 1'-0" 1'-0" V-15" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. Ya"reinforcement 16"deep blocking panels;6"diameter 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0' 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6" 8'-6" Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Yz" 14" 230 V-O" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-6' 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0" 9'-0" flange(tight to bottom flange both sides a E3 deep or shorter than 12"long. 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 8'-0" 1'-0" 1'-0" V-0" 2'-6" 5'-0" 6'-6" 8'-0" 9'-0" with face mount hangers). Flush bearing plate required. Do not cut flanges. Hanger height must 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 6'-0' 9'-0" 1'-0" 1'-0" 1'6" 3'-0" 6'6" 7'-0" 9'-0" 10'-0" be a minimum of so% Attach per the table below. Maximum Ya"overhang 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6' 3'-6" 6'-0" V-O" 1'-0" 1'-0" 1'-0" 2'-6" X-6" 6'-6" 8'-0" 10'-6" ofJoist depth Clinch nails when possible. permitted at beam. n 1X"TimberStrand® LSL or 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-T 2'-0' 4'-0" 6'-6" 1*-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" T-0" 9'-0" 11'-0" iLevel®1Ya"rim board.Nail with 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-T V-O" X-O' V-0" 9'-0" 1'-0" 1'-0" 1'-0" 1%0 4'-0" 5'-0" 9'-0" 10'-0" 11'-6" Backer block 10d(0.131"x 3")nails,one 560 1'-0" V-O- 1'-0" 1'-0" 1'-0" 1'-0" X-O' 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 10'-0" 11'-0" 12'-0" u ° both sides of web p each at top and bottom flange. Q) 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Top mount with single TJI® joist Attach reinforcement � 11 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0" 11'-0hanger" 13'-6" to joist flange with 8d(0.131" O 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-O' 11'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-0" 11'-0" 12'-0" 14'-6" TJI®Depth,D TJI®Flange Block Nail A" x 2y")nails at 6"on-center. m 2 0�` 0 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'•8" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6Face ount p" 14'-0" 15'-6" Width Type Size Quantity 1� When reinforcing both sides, 20" [___5L6_0hanger Facerain � stagger nails.1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 11'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6Filler 10d0 128"x 3") 10"' 14'-6" 15'-6" less than 32" ( horizontal � 91"<D516" Backer 10d(0.128"x 3") 10t'I Table B - Intermediate or Cantilever Support H1 31" Filler 16d(0.135"x32") 100)-each side H3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support O Backer 10d(0.128"x 3") 10ii> O JOIST Tile 16"HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 32" Backer 10d(o.128"x 3"Filler ) 15 o 15 DEPTH 2- 3" 4" 5" 6Y2" 7" 6s 11" 13" 2" 3" 4" 5" 6Y," 7" BY.- 11" 13" 16"<D520" Filler 16d(0.135"x 3") 15-each side -" �O 110 V-6" 2'-6" X-O" 4'-0" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-0" Backer 10d(0.128"x 3") 15 9Yz" 210 2'-0" 2'-6" 3'-15" 4'-0" 7'-0" 2'-0" 3'-0 20"<Ds24" "" 4'-0" 6'-0" 7'-0" Filler 16d(0.135"x 32-") 25-each side 230 2'-6" X-O" 4'-0" 5'-0" 8'-0" 2'-6" T-O" 4'-6" 6'-6" 7'-6" Backer 110d(0.128"x 3") 15 (� 360 T-O" 4'-0" 6-6" 6'-6" 9'-0" X-O" 4'-6" 5'-0" 7'-6" 8'-0" 1 (1)15 for multi-family applications P--I � U 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" re 7 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" V-0" 1'-0" 2'-0" X-O" 4'-6" 7'-6" 8'-0" 10'-0" HZ only for downward loads exceeding 250 lbs Iilrth top mount hangers,backer block required 11%" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" or for 5'-0" 8'-0" 8'-6" 10'-0" uplift Condit/ons. �+ 360 2'-0" X-O' 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" T-O- 9'-0" 9'-0" 11'-0" O 560 1'-6" T-O' 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" X-O" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" Z 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 8'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 6'-0" 9'-0" 12'-0" CIO bi) 210 1'-0" 1'-0" 1*-0" 1'-0" 2'-6" 3'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 12'-6" O r, 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'6" 5'6" 10'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" O 360 1'-0" V-0" 2'-0" 31-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" '+ 560 1'-0" V-0" 1'-0" 3'-6" V-13" 6'-6" 9'-6' 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" BEAM and COLUMN DETAILS �' 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" X-O' 5'-6" 9'-6" v-0" 1'-0" 1'-0" 2'-0" 4'-6" 6-6" 9'-6" 12'-6" 15'-6" b 16" 230 1'-0" 1'-0" 1'-0" 1*-0" 1'6" 2'-0" 4'-0' 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 2' 360 1'-0" 1'-0" 1'-T 1%0 3'-0" 4'-0" 6'-6" 10'-0" 13'6" 1'-0" 1'-0" 2'-0" 4'-0" 7'6" 8'6" 13'-0" 14'6" 17'-0" BEAM TO COLUMN LATERAL BRACE O a) a� 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 1 " 1'-0" 1'-0" 3'6" 5'6" 9'-0" 10'-0" 14'6" 16'-0" 18'-0" Q TJI®joist 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" 18" 360 V-W I 1'-0" 1'-0" 1'-6" X-O- 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-0" 16'-6" 19'-6" 560 1'-0" 1'-0" 1'-0" V-O' 2'-0" 6'-0" 10'-0" 16'•6" 1'-0" 3'-0" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'-0" 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" X-O' 6'-0" 11'-0" 15'-6" 1'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-6" 16'-6" 19'-0" 21'-0" Floor beam Sign 4 Seal: 560 1'-0" V-w I 1'-0" 1'-0" 1'-0" 1'-6" 5'•8" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" V-0" 8'-6', 14'-0-1 17'-6',19'-6- 20'-6- Rectangular holes based on measurement of longest side. REO AfjC - Holes may be located vertically anywhere within the web.Leave Ya"of web(minimum)at top and bottom of hole. Full Depth Header Bearing on Concrete or Masonry Pocket y� QS R. - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Y2"minimum clearance - For simple span(5'minimum), uniformly loaded joists used in residential applications,one maximum size round hole maybe located BEARING AT Alternative 2x4 blocking: at the center of the joist span provided that no other holes occur in the joist. COLUMN Use clips for lateral support (do not attach to beam) - Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or holed � configurations use iLevel®TJ-Bearrle software or contact your iLevel representative. 2X4 blocking for it is uncle itect,to ter a N�q� f tV4by6Sr ,unless acting lateral support anitemhin f a r_N g the seal of an Header Steel Column Beam seat connector architect is alte g architect shall affix to his item the seal and the notation"altered W followed Verify column capacity Header Header 2xX nailer* Concrete or CMU wall by his signature and the date of such alteration,and a and beam bearing * Suggested lateral bracing detail for beam specific description of the alteration. Olength.See current L7 L8 L9 Double nailer may be required depending L14 when required. Verify beam bearing length L25 upon opening size and window type on page 36 of TJ-9000 Specifier's Guide Other !Level® Trus JIoist® Headers and Beams iLevel®literature. Microllame LVL 1.3E TimberStrande and Parallame PSL LSL hole zone hole zone; 2 x diameter of the Y3 depth N � largest hole(minimum) U d, t0 DO NOT cut,notch or drill holes in headers or beams ._.J 00 — — — except as indicated in N d _ c — _ —j o o illustrations and tables. 0 0 0 10 Microllame LVL and _ BEAM TO COLUMN LATERAL BRACE Parallame PSL Header or Beam Maximum Round allowed hole zoneDepth Hole Size Joist O middle Y3 span 43/a" 1. BEAM TO BEAM UJ BEARING AT U 2x4 brace at BEARING FOR DOOR .J 5Y2" 1%a" CONNECTION CONCRETE WALL Q d 1.3E TinlberStrande LSL allowed hole zone d 7Y4'--20" 2" each column BEAM ON OR WINDOW HEADER d See illustration for Allowed Hole Zone COLUMN CAP Strap per code top plate 'Q is not continuous over 7 Simpson header o General Notes Strong-Tie®or USP LSTA9 stra .� - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) , - Round holes only Top mount �" Q - No holes in cantilevers. hanger Q N Face mount Protect untreated - No holes in headers or beams in plank orientation. Floor beam hanger wood from direct P 1 9 contact with L3 See current iLevel®literature L4 concrete Metal post cap Column O for framing connectors z WA Ri �ING Joists are unstable until braced laterally and column capacity on Verify beam bearing length below Bracing Includes: L27 of TJ-9000 Specifiees Guide 42 e Blocking ' Sheathing - Strut Lines Hangers - Rim Board - Rim Joist Project Title:_.._ BROADWATERS TJI®JOIST NAILING REQUIREMENTS at BEARING ROAD WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist �a - 1Ya"TimberStrand® LSL or (load bearing wall above) Levels 1Y8"rim board. One 10d(0.128"x 3") *With point load from above,install web stiffener tight to top _ nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building flange(gap at bottom flange)when there is no support below. Drawing Title: until braced! that are lying flat materials on unsheathed One 8d(0.113"x 2Y2") INJURY MAY RESULT, joists.Stack only over Naftin Requirements nail each side.Drive - ENGINEER FLOOR beams or walls. Depth Minimum Web g q nails at an angle at TJI Joist Series Number Nails least 1%"from end. WARNING NOTES: 1 `� G—� (in.) Stiffener Size Type i JOIST DETAILS y_ End Intermediate 13Ya"minimum bearing at Also see detail B2 Lack of proper bracing during construction can result in serious ^ 110 All %a"x tis" end support;3Y2"minimum Ye minimum accidents.Observe the following guidelines: 1" 210 All 3/a"x25/s" 8d at intermediate support (1Yz"forTJl® 23/a maximum 7 " 5 " " " Shear transfer.Connections equivalent to 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 230&360 All /g X 2V16" (0.113 X 2Y2 ) floor panel nailing schedule 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, 3&S33 All 1"X tis" 3 3 Project x: 5�le: accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. S47 joist) Rim to TJI®Joist 1000-104-10-5 As Noted 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. 16d 1Ya"TimberStrand® LSL or 3X2"wide TJI®rim Without this bracing,buckling sideways or rollover Is highly probable under light construction loads-such as a worker or Web stiffener each side. 560&s47 All 2X4 (0.135"X 3Y2") iLevel®1Ys"rim board orsheet x: joist:Toe nail with Date: one layer of unnailed sheathing. See sizes below. 1%"wide TJI®rim joist: 10d(0.128"x 3") September 28, 2023 x of x 4.Sheathing must be completely attached to each TJIejoist before additional loads can be placed on the system. 18" 4 4 One 10d(0.128"x 3")nail nails,one each side 3Y2"wide TJI® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Tight fit* 20" 16d 5 5 into each flange of TJI®joist flange floor joist 6.The flanges must remain straight within 1/2"from true alignment. W 560D 22" 2x4 (0.135"X V2") 6 11 2 ye"-2%e"wide TJI®rim sheet: O ' ' joist:One 16d(0.135"x 3X2"wide TJI® A Weyerhaeuser,iLevel®, m24" 6 13 13/a'Microllae,Parallame,Silent Floore,TimberStrand®,TJI@,and Trus Joist®are registered minimum bearing 3X2")nail into each flange rim joist A - 502 . 00 trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Top inew Locate►tin Board joint between joists. a� U Fi � N Q a U � � Q E 'L3 O O O In b N N � N � 2'-9 -12I � � f I -lml' -4'- - 11I 4'-6I= � ' " -114 . 44 - 4_2 - � 44 •2II � g61 - 6 � UL HaL IT L / \ M OO O / \ © o a rx w ^I�t C\2 TE =1V HErn r r CID a0 00 1 CQ cc11C�1 C'.2 O O O O AltZ r4 C\2 C7 co mlv- K11V' , SECOND FLOOR I I N N - -- - - - - - - - - - - - - - - - - - - - - - - - - - UNIT: UNIT: QTIY: O2 FUN IY: O2 QTY; Oi QTIY: 3O QTY: 33 QTY: O2 QTY: OI QTY: O2 QTY: Ol QTY: OI Q� O U 4I O U O Y) +) LZ LZ � � U 11 Q) O ct ' f--2' 9 ' 3 -0 � �2 -c''L - 44"-( 4 -fV -34 � 8 4I � r O AB G D FbZ Z (CS -L =1rIY p !~ m cn cn ccsto o �-I N 1 , 8 8 0 0 0^IN -IN IC5 1 1 1 I 1 1 I 1 1 1 ctJ dJ tlJ c1J CO c0 r c0 r tfJ rnit U N n11d c�1IY K11�1 J LCJ Q co co m � FIRST FLOOR - - - - - - - - - - - Sign 4 Swl: UNIT: ® UNIT: ® [UNIT, ® UNIT: © UNIT: ® UNIT: � UNIT: Q UNIT: QTY: 3 QTY: 4 QTY: 3 QTY: 3 QTY: 2 QTY: 1 QTY: 2 QR�Cy/ It Is a f tio4by0r ,unless acting 2' 11 under th o Itect,to alter 4 an Item In a a Far g the seal of an architect Is alte g architect shall affix to hisitem the seal and the notation"altered by'followed R by his signature and the date of such alteration,and a specific description of the alteration. NEW UJINEDOW SCALE 1411 = 1'-01' J LO 0 - r � CELLAR SLAB OD - - - - - - - - - - - - - - rrnn N UNIT: ® v! QTY: 2 r� to ��� �.T.�r�..r�®� ��}� ��� ANDERSEN ASERIES - WNITE COLOR CASEMENT WINDOW5 UJ/ COTTAGE STYLE GRILLES U? p NO. QTY. DESCRIPTION UNIT HEAD SILL U-FACTOR SHGC REMARKS Ld^ _J DIMENSIONS HEIGHT HEIGHT LI A 3 (2) ACW21054 CASEMENT UNITS 5'-6'/z" x 5'-3'/411 8'-ID" 2'-V4" 021 0.40 TEMPERED GLASS e UNIT Q IN BATHROOM 110 I� 2 B 4 (1) ACW21054 CASEMENT UNIT 2'-91/4" x 5'-3'/4" 8'-0" 2'-53/4" 0.21 0.40 y� r-2 -14 �2 -34'� .f2 -m8 I (D BI 3 (1) ACW21054 CASEMENT UNIT 2'-9'/4" x 5'-31/4" 8'-0" 2'-83/4" 021 0.40 NO GRILLES FOR WATER VIEW C 3 (1) ACW2440 CASEMENT UNIT V-31/4" x 3'-111/4" 8'-ID" 4'-03/4" 0.21 0.40 TEMPERED GLASS 0 UNIT S T � < U IN BATHROOM 104 _ ® - f•y � „ 1. g „ FIXED DOOR D 2 (1) ACW2648 CASEMENT UNIT 2 -5/4 x 4'--11/4" S'-0 3-4/4 021 0.40 -I�t r� IL TRANSOM UNIT SEPARATE ttl 1 LJ N E 1 (1)FWHID3100 IN-SWING DOOR UNIT 3'-01/8" x 1'-111/2" 8'-ID" 0'-0'/2" 0.203 0.40 TRANSOM UNIT SEPARATE (NOT MULLED) (1)FWGD91080-4 " 11 „ s HIGH CIRCLE WINDOW A 1 F 2 9-9 x 1-11'/2 8-ID 0'-01/2 0203 0.40 n 4 PANEL SLIDING DOOR UNITMASTER BEDROOM GABLE T G 2 (1) ACW21048 CASEMENT UNIT 2'-9'/4" x 4'-11/4" 8'-0" 3'-43/4" 0.21 0.40 WINDOWS 6 KITCHEN COUNTER e rnit � z 1 u= N H 2 (2) ACW21054 CASEMENT UNITS 5'-61/2" x 5'-31/4" 1'-0" 1'-83/4" 021 0.40 SAME AS UNIT "A" - - GARAGE SLAB I 2 (1)FWHID21611 DOOR UNIT FIXED '-m'/0," x 6'-103/x' 1'-0" 0'-Ig/a" 0203 0.40 FIXED DOOR UNIT J 1 (1) FWHID60611 IN-SWING DOOR UNIT 5'-111/4" x 6'-103/x" 1'-0" 0'-Ig/e" 0203 0.40 UNIT: O UNIT: O UNIT: O Pro�e�tTtie: QTY: 3 QTY: 3 QTY: 2 K 3 (1) ACW2034 CASEMENT UNIT 1'-111/4" x 3'-31/4" 1'-0" 3'-83/4" 0.21 0.40 TEMPERED GLASS tv UNIT BROADWATERS IN BATHROOM 203 L ! 3 (1) ACW2648 CASEMENT UNIT 2'-51/4" x 4'-11/4" 1'-0" 2'-43/411 0.21 0.40 TEMPERED GLASS S UNIT ROAD IN BATHROOM 202 M 2 (2) ACW3048 CASEMENT UNITS 5'-101/2" x 4'-11/4" 1'-0" 2'-43/4" 021 0.40 N 1 (1) FWGD6068 SLIDING DOOR UNIT 5'-111/4" x 6'-11/2" 1'-0" 0'-411,2" 021 0.40 6'-8" DOOR SET 6 1'-0" HEAD HEIGHT RAISED SILL FOR HIGH REAR DECK Draw ng Tdb: O 2 (1) FWHID2768 DOOR UNIT FIXED 2'-611,0," x 6'-11/2#1 1'-0" 0'-41/2" 0203 0.40 DOOR SET m 1'-0" HEAD HEIGHT RAISED SILL FOR HIGH REAR DECK P 1 (1) FWHID6068 IN-SWING DOOR UNIT 5'-111/4" x 6'-11/2" 1'-ID" 0'-41/2" 0.203 0.40 6'-8" DOOR SET 10 1'-0" HEAD HEIGHT WINDOW SCHEDULE RAISED SILL FOR HIGH REAR DECK Q 1 (2) ACW243S CASEMENT UNITS 4'-61/2" x 3'-1124" 1'-0" 3'-43/4" 021 0.40 TEMPERED GLASS m UNIT IN BATHROOM 206 R 2 (1) ADH3054 DOUBLE HUNG UNIT 2'-111/4" x 5'-31/4" 1'-0" 1'-83/4" 021 0.40 CELLAR EGRESS WINDOW Project Scab: 1000-104-10-5 As Noted Date: 5heet N: S 3 (1) ADH3054 DOUBLE HUNG UNIT 2'-11/4" x 4'-31/4" 1'-0" 2'-83/4" 0.21 0.40 October 0, 2023 X or X T 3 (1) ADH3054 DOUBLE HUNG UNIT 2'-31/4" x 3'-11/4" 14'-83/4" 11'4/2" 0.21 0.40 UPPER GARAGE UNIT sheet: U 2 0) ADH3054 DOUBLE HUNG UNIT 2'-01/0," x 3'-4110," DORMER DORMER 021 0.40 GARAGE DORMER WINDOW A- 601 . 00 _ 601 — -----------� 1 11 11JAMI IPFZ30FING MEMBRANE I- 'TED W1 I" RIGID IN5ULATION :> ------ -0' 0' ETr- prOTEC a) --------------1 31 I SUBFLOORT.O. ELEV. 1700' -- -----------------------------------1 . • . .Cmx6 CREATED POST TO _ I Fd I =I I I=I I- -------------- J -,n 14"4, SONOTUBE PIER I �I ° _ J �----------- I � MIN. 36" BELOW GRADE I— — — — — — — — — — — — — — — — �- — = A "S AN" �I . �. . _ -I I- I —I I—I I—� � p ----____-� TO. SLAB EE PL _ U 1 J-j T_O. WALL ELEV. 16.69 ° 0 - - - - - - - - - - - - - �t r — — o-= —x I'P: . . ° _ o o - - iFILLER FABRIC >'-10 71 1 I ° MEMBRANE PITGNI0 0 II � Il- r\� e d: a �° 0 1_ � -I 9Ln � � w —�� I - MASONRY TILE FINISH n a- °�-..� .d o cYl) o (D _ OVER 2" SETTING BED I I rI 1 I W/ 4' POURED CONCRETE SLAB (3,500 ii li 111/a" F.J. (SEE FRAMING PLANS) ° ° III=1 I I=I I— In �" 0 I 6 6 TYPICAL FOUNDATION FOOTING � A" o a" 1 I PSI) EINFORCED w/ 6x6 Im/Im W.W.M. OVER 3500 PSI POURED CONCRETE GRAVEL FOOTING rn •M 6 MI POLYETHYLENE VAPOR BARRIER T.O. SHELF ELEV. 15. 0' 12" DEEP x 2'-0"W W/ (3) 05 REBAR DONT. 2'_0ll � DRAINAGE 3 � cd IN I IN ^�N _ 05 REBAR CROSS TIES g 12" O.C. 6 BOTTOM I I I TYP. OF ALL UNLESS OTHERWISE NOTED NOTE: SLAB 70 PITCH NOTE: "5 BAR e 24" O.G. DOWELED INTO == I AWAY FROM FOUNDATION co co 00 I 1 WALL ABOVE I '- _ m o 0 0 oO fiOP OF FOUNDATION AT FRONT 4 5 (D T . FOOTING DETAIL �' I 61 I I T.O. WALL - DRAIN TOI I 3 II I II n u 25 -5 I '1.00' -- I GRAVEL SCALE: /4 = 1 -m SCALE: 1 = 1 -m ' BELOW I • - - - - - - - - - - - - - - - - - - - - - _ _ _ _ � r - - - - - - - - - - - - - - - - - - - - - - - - - ` J I T.O. SUBFLOOR "SEE PLANII-11111 _ I I T.C. WALL I STEEL BEAM POCKET TYP- IS 1O' CELLAR SLAB 6 EL. '1.0' COORDINATE WITH STEEL 4" POURED CONCRETE SLAB (3,500 PSI) FROM FRAMING PLANS,FULLY REINFORCED W/ 6xro 10/10 W.W.M. I FILL VOIDS WITH N.S.GROUT I I FLOOR JOIST U OVER 6 MIL POLYETHLEENE VAPOR BARRIER "SEE PLAN FOR SIZE" �2- I OVER 12" COMPACTED GRAVEL BASE I TYPICAL FOUNDATION FOOTING I — 3500 PSI POURED CONCRETE FOOTINGS I I I BLOCKING BOLTED THROUGH STEEL STEEL GIRDER "SEE PLAN" r 12" DEEP x 2'-0"W W/ (3) 05 REBAR CONT. AND 05 REBAR CROSS TIES 9 12" D.G. 'w BOTTOM I I 2X BLOCKING - +� - ' TYP. OF ALL UNLESS OTHERWISE NOTED _ I I ( U O NOTE: 05 BAR m 24" O.C. DOWELED INTO WALL ABOVE 10 6" x 10" x Y" WELDED ON � +, TYPICAL FOUNDATION WALL '!� & I I BEARING PLATE W/ (4)J/2" DIA. ) 1~ L — 10"W CONC. FOUNDATION I I BOLTS PER COLUMN co W/ *5 BARS 24" O.C. VERT. '"5 BARS -a 24" D.G. PORIZ. INSIDE FACE I I 0 U CO __ I 4 05 6 24" DOWELS INTO FOOTING I I I SEE PLAN FOR COLUMN SIZE 60"x60"xlB" P.C.FOOTING 60"x60"xIB" P.C.FOOTING I I N 0 W/ (1)05 BAR m BOTTOM I W/ (1)05 BAR A BOTTOM EACH WAY —, EACH WAY Z - I I �— — — — — —� (— I I CONTROL JOINTS "SEE PLAN" r. o � � 4' 2�' I I I HSS I I HSS I 0 -' 2 I ( ( 1'-PTtrP. 4'-C-fY?. 1'-C'T+P. ^ j 47ViXV,x5if ' S"Xr7"X5if , w - I - COLUMNI COLUMN _ I �--—-—---®---- I 4" P.c. sLAB W/ •R' r_d iii i 1i li 6x6- 10/10 W.W.F. OVER O'-94 4 -m2 4 -44 IL. N 6''I POROUS Fr. ILL BAR. � Q Z ( r STEEL BEAM POCKET TYP. � � COORDINATE WITH STEEL —I_ — FROM FRAMING PLANS,FULLY J L_ J FILL VOIDS WITH N.S.GROUT ( I I 0) 1 I I r _ f .. t 10" x 10" x 3/4" WELDED ON I I :•�:.''0.' ;•', 'f"'� :' +'~! BEARING PLATE W/ l2)y" DIA- Sign45eal: T.O WALL +� ANCHOR BOLTS EMBEDDED 8" MIN. 1.. I x.. • °a gED AR WINDOW SILL I I o{ .°•' r _ Si • r� <'I. C EL. 8.�5', 21" a , "t ' ."� ;. ; •: .: 'I _ P.C. FOOTING T.O. WALL i •�: ;j a PP �. ' y. . =, =1 I I a a =1 I I "SEE PLAN" ABOVE SLAB t6-00 I I �, I � — � — — — —� " � • ' •' • ` • ' - -III— ° • �' • `"� • III= GRADE 60 REINFORCEMENT EWELL I I I I <,. Kw I I=III °_°a__ "SEE PLAN" -I I— — — ° =1 I—I 1=111=1 1 1=1 I M1 11=I I M I 1=1 I I- UNDISTURBED SUBGRADE d I 1=III=III=III= _ _ = 2 TON MIN. BEARING CAPACITY (P Q� 112"x12"x18" P.C.FOOTING 112"x12"xle" P.C.FOOTING I 1 I I g-,EppE�FCOTI`JGC►ET�IL Itlsa fto4bly unless acting ' W/ (e)05 BAR 1w BOTTOM W/ (B)•5 BAR w BOTTOM S _ CONTRACTOR TO VERIFY IN FIELD under th tett,to alter 111 L - ` an Item In a a the seal of an — — EACH WAY — I EACH WAY I I L1 I I rlre 9 — — architect is alte g architect shall affix to 1 ___ ___ ___ I-- I w I I his Item the seal and the notation"altered b1/'followed ate_—_ J IHSS I I — —'"— �- J. I �Q? ( I phis signature and the date of such alteration•and a /� s eclfic descrl tion of the alteration- 5"x5"x5/6" I I 5"x5"x5/i6'I I STEEL BEAM POCKET TYP. ►- 0-Q -� NN f� L N DETAIL COLUMN COLUMN COORDINATE WITH STEEL I I Q� � I I _ FROM FRAMING PLANS,FULLY > O v - N L T FILL VOIDS WITH N.S.GROUT 5'-01 iL I I ;4'-03' 2--51- 40 - -- -- - SCALE: 3�4" = P-0" 4 I zD<LLXL I IN U � I J N J9�2' I I _ _ I I L __j I OD I I (, N I L _;;; T.O. WALL 16,6 ' o T.o. WALL I w U 1�WINDOW SILL 15.10' I I Q Q tv EL. S.15, 21 I I ,� ABOVE SLAB I � I I I ] EGRES� WELL I I STEEL BEAM POCKET TYP. I I I V `n COORDINATE WITH STEEL N I FROM FRAMING PLANS,FULLY I I I ►n Q N FILL VOIDS WITH N.S.GROUT I 01 d 2 E T.O. WALL I — _ — —UNEXCAVATED — — — ( Z FILL WITH COMPACTED in SAND 4 GRAVEL T.O- WALL I I I l 15�Oi I I STEEL SEAM REFER TO FIRST ell Pro�ectTtle i FLOOR FRAMING PLAN 4" POURED CONCRETE SLAB (3,500 PSI) I i T.O. WALL I I REINFORCED W/ 6x6 10/m W.W.M. OVER I I T.C. WEl 1 I I 3i8" FULL HEIGHT uJELDED STIFFENER B.S. OF BEAM BROADWATERS IS•�0' MIL POLYETHYLENE VAPOR BARRIER IS•� i _ " 1 I— - - - - - - - - - - -1 I I - - - - - - - - - - - _I I CENTERED OVER BEARING PLATE 1 ` ROAD S 14 1/2 "x5"x12" SEARING PLATE � � ` � -� Drawing Title: _ L — — — — — — — — . — _ — _ _ — — � 1011 1" MAX. N.S. NON-SHRINK GROUT TO LEVEL FOUNDATION PLAN 5'-9' & DETAILS 4'-n' (2) 5i8' � S.S. OR GALV. THREADED RODS e 1211 O.C. (GENTERED ABOUT E) THROUGH L"-P HOLES IN BEARING 1fE W1 12" MIN. EMBED to Probed/: Scale: 1000-104-10-5 As Noted 10'' CONCRETE WALL Date: Shed#: • SCALE iia" = 1'-0" September 28, 2023 X o1 x Sheet: 2 0 1 2 4 NOTE: DO NOT BACKFILL AGAINST FOUNDATION WALLS I ���<ET S - 100 . 00 UNTIL FIRST FLOOR FRAMING IS COMFLETELI' SCALE: 112" = 1'-0" IN:�TALLED - 2"x12" TREATED L.B. ani LSIMPSON HOLD DOWN -----------� I I - 1/2"0 LAG BOLTS, MIN 5" LONG= I 1. � _--J e 10" O.G. STAGGERED W/ J2 THREADED ROD I -- ----------------------- ---------------1 E r ------J il - 6X6 6x6 6x6 5" MIN. a> ( ----------- I TREATED TREATED TREATED I �" -_J POST POST POST _ (2)2x10 HDR U tan - - - - - - o- - - - - - - .8 - - - - - - -o- 6x6 (3)2x12 CsiRDER (3)2x12 GIRDER l3)2x12 GIRDER 1' 10" \ Q E b IT EATED 1 - \\\ /// LJa o n I 1 -1011 -10 1 -101'-6 C = o - I Q 0 � 0 in I co 1111a" TJI 560 F.J. i g 16" O.G. 4 PLYWOOD SHEATHING \\\ VAULTED / a a U 0 SIMPSON HOLD DOWN \ / N o p p p ° W/ 1/2" THREADED ROD e a BAND JOIST \CEILING/ I x N -IN x N 15'-5" Q� I I I Iii`� SECTION l2) 2"x SILL PLATE ,X\ o a c� a CyJ1 CQ ' a a JOIST HANGER /// \\\ � o cC\2 1 1-1/4" DECKING 0 0 0 I 1 I ' > 2"x12" D.J. 16" O.C. /// \\\ z .., c\z CO I D C< L IDIDTAA I 11 2'-0 ' 2'-D HOLD DOWN W/ 1j2" THREADED ROD (] MAX. 13'-5' I SCALE: 111 = i1-�" N FOR LATERAL SUPPORT (SEE DETAIL) • 2x12 L.B. BOLTED TO RIM BOARD W/ 1�2"0 C14 LAG BOLTS A 10" O.G. STAGGERED (2) Wks LVL HDR (2) 111/& LVL HDR _ (2)11La" F.J. C ri O I II'J " TJI 560 F.J. 6 16" O.G. O U_ u @ d 111/611 TJ Iroo F.J. 0 13 -� IL p �> +' p 8 U 8 U -lit -Int ,n I g l " O.G. x = 1 x = U -- � ° � ° Ca x ( 0 N � - co r\5 r\m I I ( ) (� N 4- `r POST POST ENDS 60"x60"x18" P.G.FOOTING ® -------- -- - ------® 1� N O EACH WAY m BOTTOM DOUBLE F.J. 0 I,� 2x10 L.S. � D � ii'-04' 14'-02' IHSS NAILED POST OST m I 5"x5"X5 I' TO WALL POST POST THRU THRU 4- W 12 x 22 I - I W 12 x 22 I COLUMN 0 - HSS - [ - - -----I I I l2) ilea tv (2) Wks LVL O U 5"XS"x5�j6'� - I 1 2 '� C) I LUMN I I Iyl I POS )L0 l Z L LV�JI J L r J t 1 II g,' TJI 560 F.J. ' 60"x60"x18" P.C.FOOTING I 16" O.C. W/(1)"5 BAR A BOTTOM EACH WAY j 0 ------ --- ------- ' @ I IZ' " TJI 560 F.J. 51gn 5eal: 11-/ " TJI 560 F.J. x 16" O.G. 11"la" TJI 560 F.J. DOUBLE POSSTTHRU I� 16" o.G. Q ED f ro ER �L' 16" O.C. - I - 4� .rt ..a. �� 1, w 11 1 11 N -► 111 1+1 �II,. I 15'-12 W 14'-02 14 -112 14'-10 14'-02 �j —14'-2-4 - I , x x1 POST ENDS ON FJ. ----- IIS% LVL p� — — —_-— — — — — POST I >I / J 11"/a" TJI 560 F.J. 2 1 0."� IliJell TJI 560 F.J. e 16" O.G. 12"x12"xl8" P.G.FOOTING ( 12"x12"x18" P.C.FOOTING I ^ 16" O.G. `-r 1 \\ / It+s a f tNPgbge unless acting \ / �? ' under th * +tett,to alter W/ (8)05 BAR BOTTOM W/ (8)"5 BAR BOTTOM '�^ CANT. It WAY EACH WAY R� ' an Item In a r-+�1� g the seal of an " — — — — — — 45 - I _151-1011 1 2'-2411 I \\ / architect+s alte g architect shall affix to Y \ / his Item the seal and the notation"altered by'followed @ � I \ ' by his signature and the date of such alteration,and a I IHSS `` I I -eJe� DOUBLE F.J.FUNDER PARALLEL WALL—_7 -_� \\ // OST j 5pecific description of the alteration. I , 5"X5"Xsf&II I I -1 XG-II Xf}!�1-I—- 7 I - I ✓✓ ll(( V HRU J COLUMN OLUMN-- - I 8 -0 I i POSTl�1 I \\\ / am I I I j 1,1 C l3) 11/a LVL ENDSI P05 I \ OPEN TO BELOW OST I' IL i1�J " TJI 560 F.J. I LJ I I \ / HRU it"/a" TJI 560 F.J. N I I I -----1 ID 16" O.C. \\/� g 16 O.C. ENDS 'd ----------- —IF] DOUBLE FJ. 4/ r--] rn z (n XN'�,I X I Go Q 111/ " TJI 560 F.J. ( I /i \\ PO z to r h v — J I OST I 2'-231 / x � N POST 4 PO Q 4 1 / \ OST ` O - 4 / \ -- m ® THRU _—_—_P T ENDS ON F.J. EN _ CANT. /, \\ HRU 1 POST®� i,i U ® I cv 1 / \ 111-221 O J 11-1 " TJI 560 F.J. / \ . 6 16" O.C. (3)111/ LVL W/ (1) 1/2" STEEL PLATE i // \ m I POS OST 1 / U END v— — — — — — — — — — — — - --® --------------------- --- DOUBLE FJ, @J � ) I - - - - - - - - - - - - - - — • - - - - -® (D (2) 111a LVL -- - -- LE F.J. -- -- - OST (2) il'�a LVL , POST --- POS fY > THRU I 11"le," TJI 560 F.J. U 16" D.G. 1 Ill/g," TJI 560 F.J. i I 1_ i ` 14 62 POST POST '� < � 16" O.C. POST POST THRU -� THRU ® ® ® ® ®THRU U: THRU® u 0 U (2)2x8 HDR (2)2x10 HDR l2)2x8 HDR � ° -1.4 Z v i1-Ja" TJI 560 F.J. ' g 16" D.G. 1- - �, J 2 x I0 F.J. N +- - @ 6 12" O.C. @ ` (K ry T.D. SUBFLOOR N Q 41 Q EL. 21.66' Q � s X (2)2x12 RB �x Project Title: BROADWATERS ROAD IIS— 1�— 1��IJ_7—LI17_LIJ_7_ ; ' 11�— 1�ZII_7_�IJ_7_— J—ZLIJ_L— I (3)2x10 HDR SCUPPER TO l3)2x10 HDR ROOF BELOW ❑ � ❑ ❑ Drawing Title: FIRST & SECOND FLOOR FRAMING g� BEARING WALL BELOW EXT. OPENING d WINDOW HDR SCHEDULE BLOCK SOLID UNDER SEARING WALL PLANS CLEAR SPAN HEADER SIZE ® POST UP TO W-0" 3-X2" x 9-X2" L.V.L ® POST ENDS Project N: 5cale: 8502.1 LATERAL RESTRAINT AT SUPPORTS 8502.1 LATERAL RESTRAINT AT SUPPORTS UP TO W-0" 3-Xj"X 11-Ya" L.V.L OR 5-Y4" x S-X2"L.V.L 1000-104-10-5 As Noted Trusses, structural composite lumber, structural glued-laminated members and I-,joists — — — — —r ENGINEERED LUMBER Trusses, structural composite lumber, structural glued-laminated members and I-joists shall be supported lateral) as required b the manufacturer's recommendations. UP TO 8'-0" 5-4a" x ll-Ya" L.VL shall be supported lateral) as required b the manufacturer's recommendations. pp y q y DIMENSIONAL LUMBER pp y G y Date: sheet.: 8502.1.1 BRIDGING NOTE: USE THIS TABLE IF HDR NOT NOTED R502.1.1 BRIDGING September 28, 2023 x or X ENGINEERED J019T P F I n Trusses, structural composite lumber, structural glued-laminated members and I-,joists ------� Trusses, structural composite lumber, structural glued-laminated members and 1-foi5ts shall be supported laterally as required by the manufacturer's recommendations. ------. STEEL BEAM shall be supported laterally as required by the manufacturer's recommendations. sheet: _ LUMBER I j� P 1 G T LOO F 74 I I �l �L 74 `� SPACING F L O O F A I N FLAN S - 101 . 00 SCALE = 11411 = 11-x11 SCALE 1/4" = 11-01) a� Q) - - - - - - - - - - - - - - � � a z �4z @ v s F co cz ROOF BELOW I R a I I I I N p 2x10 R.R 1 > CO 2x10 R.R I 1 c� 6 161' O.C. I co co co 0 8`� I I I Z000 I CQ co x — BUILT UP ROOF CRICKET �� 1 I I Imo• POST ENDSI - - - - - - - - - - - - (2)2x10 HDR POST Q I BELOW I 2x10 GJ. 16" O.C. x I O 2x10 R.R g 16" O.G.cl 2x10 R.R I_ 4--) Q 16" O.G. I N I o ROOF DECK BELOW I I '� -� +' -82 I o Q� CO POST > I POST THIRD I BELOWI I' 2x1 I.J. 2x10 R.R O —14'-02" m 1 " O.G. m 16 O.G. I N 2x10 R.R (2)2x10 HDR POST POS Q - - - - - - - - - - - - - „ } (� � � . � � � � � � — � I ml6 O.C. U UO U (2) ih�s" LVL U (2) 11 " LVL 0 1 I U 00 u6I I U) —Id I O — co 0 x 2x1 J. 1 I Iz @ N N 's 16" .G. (2)2X10 @ @ IIlEf� I ( `1z 14'-11" (2)2x12 POS ZEE=" FL - - - - - - - - - - - - � 4<< � r - - - - - - Sign4Seal: 2xl2 CJ. 2x1(1, GJ. e 12" O.C. I I I �3J ty 6 1 1 �RED�C POSTiiL _ POT t� QE R. 16 O.G. I ENDS I I s 0 � BELOW — — — i— — �� �► a - --1 1 ( �,e I I It is a f tvft4bY�r �(��,unless actmg I N „ 1 „ = I ,(v under th bbl itect,to alter 12'-8 20'-3 10'-94 ��m I I an item Ina a Farb g the seal of an N – 1 I \4 architect is alte g architect shall affix to m I ��� 1 1 his (2) 2x10 Item the seal and the notation"altered Wfollowed Iby his signature and the date of such alteration,and a x ATTIC I I I I 1 specific description of the alteration. `" GUTTL POST POST I 1 I POST POST 2J10 R.R I (2)MO OSTI BELOW (2) ll k BELOW m ENDS ENDS J I is LYL RB. 2x10 CJ (2) 14" LVL W/ 11/2" STEEL PLATE 2x10 C.J. 1 I 2x10 R.R e 16" os 1(O" O.C. I I I -S 16" O.G. 2x12 G.J. OST L - - - - � — U ��e ....1 N g 12" O.G. rim 0) l f1 N x I�`� y�A ! t^p U) N 1 I z N a in U NII POST �0 ;n I O OST POT OST POEDS POS N BELOW BELOW— — — — — — POST 0. w U (3)131/4" LVL (2)131/4 VL I N @ 2x12 G.J. I I < U OST a 12" O.C. POS �G � I rrZ � (2)2x12 U 2x10 C.J. N -? O 6 16" O.G. v = � x `9 OST (3)2x10 OST N @ OST (3)2x10 POS I IK ml`t (k (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR I _j `r -1 1 (cam J 2x10 R.R r� I 2x10 R.R 1P I Z 2x8 C.J 2x8 G.J — — 16" O.G. U 16" O.G. U 16" O.C. n 1 m 16" D.C. I € -i M 0 0 2x8 GJ U 0 2x8 C.J 2x10 R.R 2x10 0 1 i g 16" O.C. g51 " O.G. 011 x � g16" O. c4 �4 g16" O � -5 I 1 N x – N N x — N I I I @ @ IP%led Tdle: POST I I OST I BROADWATERS POST POST I I P 1 ENDSENDS BELOW BELOW ROAD (3)2x10 HDR (3)2x10 HDR — — — — — — — — — — — — — — — — — — — — — — — — — — — — Drawing Title: CEILING JOIST & ROOF BEARING WALL BELOW EXT. OPENING 4 WINDOW HDR SCHEDULE E77 77 BLOCK SOLID UNDER BEARINCs WALL FRAMING PLANS CLEAR SPAN HEADER SIZE ® POST R502.1 LATERAL RESTRAINT AT SUPPORTS UP TO W-O" 345" x S-V" LY.L ® POST ENDS Project#: Scale: Trusses, structural composite lumber, structural glued-laminated members and [-joists UP TO 6'-0" 3-V x 11-Ye"L.vL OR 5Y4" x 9_ ENGINEERED LUMBER TYPICAL PLATE HEIGHT. 9'-0" UNLESS OTHER111I5E NOTED 1000-104-10-5 As Noted shall be supported laterally as required by the manufacturer's recommendations. UP TO a'-0" 5-Y4" x 11-Ye" L.VL DIMENSIONAL LUMBER 8502.1.1 BRIPGING NOTE: USE T1415 TABLE IF HDR NOT NOTED PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS D ei Sheet b: Trusses, structural composite lumber, structural glued-laminated members and I-Joists ---- -- ENGINEERED JOIST VENTING 6 ALL FLASPING AT ALL VALLEYS IGE 4 WATER SHIELDS September 28, 2023 x of x shall be supported laterally as required by the manufacturer's recommendations. ------ .. STEEL BEAM RIDGES E SOFFITS AND ROOF BREAKS AT ALL EAVES sneer. LUM13EIR I L I N S J 0 15 T F FP,A I N S FL A N SPACING - LAN S - 102 SCALE 114" = V-011 5GALE 1,411 = V-OII